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944p_lsSPRING MOUNTAIN RANCH (PLANNING AREA 6 WITHIN SPECIFIC. PLAN LANDSCAPE PLANS FOR CSA SLOPES RIVERSIDE COUNTY, CALIFORNIA TR 29741 •323) rd Owner/ Applicant: Exhibit Preparers' SMR Ventures, LLC s sG A P I E _,51 Landscape 3195-13 Airport Loop Dr., (949) 644-9370 —3140 2710 Loker Avenue West, Suite 350 Architecture Costa Mesa, CA. 92626 FAX (714) 210 & Planning Richard Polhamus, Ucense # 2782 Carlsbad, California 92008 (760) 918-6797 GENERAL NOTES VICINITY MAP Thomas Guide (2002); page. 6469 E-7 SHEET INDEX SUBMITTALS 1* All work shaft conform to the requirements of the County of Riverside County Service Area Landscape Standards booklet. 2. All construction shall be in conformance with current local building codes, permit requirements, and health and safety T-1 TITLE SHEET 1 St Submittal - 0 8/3 0105 requirements. PROJECT SITE 3. See C.S.A. Landscape Standards Booklet for planting and irrigation details. PHASE 2 C-1 CONSTRUCTION NOTES & LEGEND 2nd Submittal - 06/09/06 4. Contractor shall obtain a copy of the most current C.S.A. Landscape Standards Booklet. Contractor shall have booklet on site :3 C-2 CONSTRUCTION PLAN at all times during construction along with approved plans for reference and inspection. Z UJ C-3 CONSTRUCTION PLAN 3rd Submittal - 09/07/06 (Planning) > 5. Contractor shall notify CSA 126 representative at least 48 hours in advance requesting any inspections required. W ¢ C-4 CONSTRUCTION PLAN > 6. Contractor shall contact the G.P.S. as -built mapping company a minimun of 48 hours prior to the scheduled mainline hydrostatic a Z C-5 CONSTRUCTION PLAN pressure test. This is to schedule the G.P.S. mapping of mainline while the trench is open and the mainline is exposed. PICP co Z STREET UJ C-6 CONSTRUCTION PLAN COVERAGE TEST MAIN Y > STREET C-7 CONSTRUCTION PLAN MT Z W L) When sprinkler system is completed, perform a coverage test in the presence of the County's Representative to determine if the STREET CENTER C-8 CONSTRUCTION PLAN CL water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any [SPRING ST ET C-9 CONSTRUCTION PLAN inadequacies of coverage due to deviations from plans, or where the system has been willfully installed as indicated on the drawings PIGE 0 SOMME when it is obviously inadequate, without bringing this to the attention of the County's Representative. This test shall be accomplished 1 Z) C- 10 CONSTRUCTION DETAILS Z 6 DK > Ld Z CL C- 11 CONSTRUCTION DETAILS J before planting begins. PALM`YRITA AJENUE f a yC-12 CONSTRUCTION DETAILS 0) IM HYDROSTATIC TEST COLUM 31A AV NUE All hydrostatic tests shall be made only in the presence of the County's Representative, or other duly authorized representative of I-1 IRRIGATION DETAILS APPROVALS 0 the County. No pipe shall be backfilled until it has been inspected, tested, and approved in writing. Pressure supply lines shall be MARLBEROUGH VENUE cs A A 114 LL < LL tested under a hydrostatic pressure of 150 pounds per square inch for a period of four hours. MOUNTAINS PARK 1-2 IRRIGATION DETAILS C" e,& v'c c _I BOX SPRINGS M 1-3 IRRIGATION NOTES, LEGEND & DETAILS Z COMPLETION MPROVED 0941 C. P, A CO D 1-4 IRRIGATION MAINLINE LAYOUT / CONTROLLER LOCATIONS �9- )2.-0 6 N.T.S. A. Upon completion of the work, make ground surface level, remove excess materials, rubbish, ect., and remove construction _J W < 1-5 IRRIGATION PRESSURE CALCULATIONS and installation equipment from the premises. BOOSTER PUMP DETAILS B. Supply as part of this contract the following tools: 0 * Two Wrenches for dismantling and adjusting each type of sprinkler head supplied. 1-6 IRRIGATION PLAN * Two keys for each automatic controller 1-7 IRRIGATION PLAN 9 Four quick coupler keys with attached hose swivels. 1-8 IRRIGATION PLAN 0 >: * Four of each type of all types of sprinkler heads and nozzles 1-9 IRRIGATION PLAN Z LL * Two keys for enclosure lock.. SITE LOCATION 1-10 IRRIGATION PLAN 0) e Two cover lifting tools for valve boxes IRRIGATION PLAN * Two Cal -Sense radio remote operating devices for irrigation systems 1-12 IRRIGATION PLAN Z project. Before final acceptance can occur, g 1-13 IRRIGATION PLAN C. The above equipment shall be turned over to the County at the conclusion of the REVISIONS Z Z evidence that the Owner has received materials must be shown to the County's Representative �� . . . . . . .... ...... P-1 PLANTING NOTES, LEGEND & DETAILS 0 COMMUNITY WALLS, AND MONUMENT SIGN NOTE. 1 iL.J P-2 PLANTING PLAN (TREES, GROUNDCOVER & VINES) iti removal only on,community walls, monument walls & pilasters. CSA-126 to maintain graffill. J P-3 PLANTING PLAN (TREES, GROUNDCOVER & VINES) A Private homeowners or ROA to maintain interior of, structural integrity of, and vandalism caused by -4 PLANTING PLAN (TREES, GROUNDCOVER & VINES) LL Ni X P others for all community walls, monument walls and pilasters U 4i,, 7— i qF Re P-5 PLANTING PLAN (TREES, GROUNDCOVER & VINES) of the HOA. W PLANTING PLAN (TREES, GROUNDCOVER. & VINES) A <W0 Any entry monument fighting and its electrical power source is to be the responsibilityP-6 P.J( . .. ....... % BASED ON RIVERSIDE COUNTY LAND INFORMATION SYSTEM DATA 09-02-06 -z J ti�ik < P-7 PLANTING PLAN (TREES, GROUNDCOVER & VINES) W LL -8 PLANTING PLAN (TREES, GROUNDCOVER & VINES) AVAILABE AT WWW.TLMA.CO.RI`VERSIDE.CA.US P-9 PLANTING PLAN (TREES, GROUNDCOVER & VINES) P PH: 951.955.3200 ASSESSOR'S PARCEL #: 255-200-017 (Came From: Not Available) 255-200-026 (Came From: 255-200-021) A 0 255-200-028 (Came From: 255-200-003) 255-200-010 (Came From: 123-300-012) P-10 PLANTING PLAN (SHRUBS) Z < 255-200-032 (Came From: 255-200-018) 255-200-009 (Came From: 123-300-038) 'T P-11 PLANTING PLAN (SHRUBS) W <,_J, 255-200-034 (Came From: 255-200-030) 257-100-011 (Came From: Not Available) "m P -12 PLANTING PLAN (SHRUBS) > 255-200-002 Came From: 123-300-036) 257-100-012 (Came From: 257-100-003� P-13 PLANTING PLAN (SHRUBS) Came ame From: 255-200-001) 255-200-035 (Came From: 255-200-027 P-14 PLANTING PLAN (SHRUBS) V 255-200-014 (Came From: 255-200-001) 255-200-036 (Came From: 255-200-027) �X\ Z Z MAIL TO: P-15 PLANTING PLAN (SHRUBS) /A JOB NO. 255-200-*17, 255-200-032, 255-200-028 255-200-034 255-200-035 .................. P-16 PLANTING PLAN (SHRUBS) ... . ..... . C/O TITO VL4,RDO (OWNER NAME NOT AVAILABLE ONLINE) C/O WILLIAM A. SHOPOFF P-17 PLANTING PLAN (SHRUBS) IV " ."A 04-033 16461 SHERMAN WAY 325 Z 8195 RESEARCH DRIVE 114 PACYPICA, SUITE 245 VAN NUYS, CA 91406 IRVINE, CA 92618 IRVINE, CA 92618 P-18 SPECIFICATIONS P-19 SPECIFICATIONS < DATE 255-200-036 255-200-002,255-200-009, 255-200-010, 255-200-013, C/O WILLIAM D. BROWN 255-200-014, 255-200-026, 257-100-011, 257-100-012 J 901 CONGRESS AVENUE C/O DAMIAN VARNI I AUSTIN, TX 78701 20750 VENTURA BLV NO 205 KEYMAP 8/30/05 WOODLAND HILLS,CA 91364 A_ 0 NOT AVAIL LEGAL DESCRIPTION: ABLE . n,g Underground TOWNSHIP/ RANGE: T2SR4W SEC 9 SITESCAPES, INC. HEREBY CERTIFIES THAT THE OF IGN, DETAILS WAND SPECIFICATIONS AS HOLD HARMLESS CLAUSE: o Service Alert REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. SITESCAPES, ZONING: MDR, OS-R, PF, CR, RM/ SP ZONES (CZ 6535) 0 Ulti' t: z. CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL < INC. CANNOT GUARANTY THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL 01SCLAIMS ANY FUTURE LIABILITY Calk TOLL FREE ADJACENT ZONING: MDR OS-R9 PF/ SP ZONES (CZ 6535,6702), 1-800 IMPROVEMENTS AS DESIGNED AND/OR SPECIFIED -IJEREIN AND i�X-16001111SP ZONES (CZ 6350) DEFEND, INDEMNIFY, AND HOLD THE OWNER/DEVELOPER, RHWC, COUNTY OF LOCAL JURISDICTION, AND THE ENGINEER -HARMLESS FROM ANY AND ALL LIABILITY REAL OR 227-2600 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE RESULTING IN PERSONAL INJURY AND/OR PRdPERT'C!6�4,..MAG�,,riE§U'LTING FROM DEVIATIONS. GROSS ACREAGE: 77.17 ACRES _ ii- _- T'W' AMOW,,,16R,�F SITESCAPES, INC. IS NOT RESPONSIBLE FOR REQUENCY OF IRRIGATION TWO WORKING DAYS BEFORE YOU DIG TOTAL NET ACREAGE: 75.37 ACRES WATER APPLIED TO THE PROJECT DURING CONSTALiUlON�,��'6j��'THEREAFTER. OWNER/DEVELOPER, THE RHWC, COUNTY OF LOCAL JURISDICTION, OR THE ENGINEER. M5 4013 IP050030 08-30— 5-- CREATION DATE SEAL COUNTY OF RIVERSIDE SHEET NO. 05] i.t — su6miTrAL SEAL —COUNTY COUNTY*._�Qf RIVERSIDE VNII, CAP 1 T E 5, G A P E 5, 08-30-0 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT S_ 2nd SUBMITTI -TRANSPORTATION DEPARTMENT A. Pot COUNTY SERVICE AREA - 126 0 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 06-09-06 3FESS/ APPROVED BY: 4 Landscape Architecture NOTE: APPROVAL,,BY THE 1 09-07-06 3rd SUBVT`TAL 004or-_ and Plan T1 cc PERMIT HAS BEEN ISSUED. ring TRANSPORTATION DEPARTMENT 1:5 FOR SPRING MOUNTAIN RANCH — TR 29741 Z� 3195—B Airport Loop Dr., LANDSCAPE PLANS FOR CSA SLOPES ";o, 13 7 Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF—WAY ONLY. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Of No, 33950 SB a /7n Ina LP (949) 644-9370 (714) 210-314o FAX TITLE SHEET FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN a 45 r HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVALJ. DATE:,mbOF — SHTS. 7 OR DURING CONSTRUCTION, THE PRIVATE TE ENGINEER SHALL BE or C PREPARED BY; 0 RESPONSIBLE FOR DETERMINING AN AEPLE. SOLUTION AND DATEF OF COUNTYOft Alt REV10NG THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. 7-26-6_7 SCALE: IFOR: W.O.13 EXHIBIT REVISIONS ____i50UNTY RECOMMENDED BY DATE: JOB NO. 04-033 TR 29741 Richard Polhamus, License CA—#2782 DATE: VERT- FILE NO. ENGINEER I HOR. 13 9/5/06 c!, _5. Underground Service Alert Call: TOLL FREE 1- 800 227- 2600 TWO WORKING DAYS BEFORE YOU DIG NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative. 2. See grading plans for vertical control. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to accomplish construction operations. 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and sharp transitions. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved prior to beginning that phase of the work. 8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture shall be approved prior to construction and shall be in accordance with the ACI 301, Concrete that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive strength of concrete shall be made in accordance with ACI 301 to verify that it meets design requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in accordance with ACI 301. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at 12' o.c. and at comers; scorelines at 6' o.c. or as shown of plans and in accordance with all local codes. 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Refer to appropriate plans. 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade preparation per the soils report. 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, etc. for all hardscape paving, wall footings, etc. 14. For masonry and wood construction notes, if any, refer to separate list of requirements within this package. MASONRY NOTES 1. All masonry blocks, bricks, veneer, etc, as well as other products and equipment shall be installed per manufacturer's specifications and per industry standards. 2. Concrete shall be machine mixed. Proportions to be 1:2 1/2: 3 1/2 by volume using a maximum of 7 gallons of water per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of 2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150, unless otherwise approved. 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be a minimum of fm=1500 PSI. 4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum parts lime putty or hydrated lime and 2 1/2 to 3 parts clean washed sand. Mortar to be type "S" with lime a minimum ultimate compressive strength of 2000 PSI at 28 days. 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part Portland cement, to which may be added not more then 1/10 part hydrated lime or lime putty and 21/4 to 3 parts sand. For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength of 2000 PSI at 28 days. 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for 44 Rebars and less, grade 60 for #5 Rebars and greater, unless otherwise noted, 7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" minimum unless otherwise noted. 9. Contact Landscape Architect if site conditions are not as shown. 10, For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in items 3, 4, 5 and 6 above. 11. For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this Landscape Architect 13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code). 14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. ATION DATE SEAL -COUNTY. '``COUNTY OF RIVERSIDE - SUBMITTAL "TRANSPORTATION DEPARTMENT - SUBMITTAL AL P��S�' APPROVED BY. Qw°Ea or.F cagy 7 Y No, 33950 z Exp. 6/30/06%A� a- z a,0/ `s�' CIVIR DATE: APPR. DATE 9�OF CA��F r 4),J� 7-2_,�; eO 7 EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: SEAL JOB NO. 04-033 TR 29741 ,ZS 1 T E 3 C A P E S Landscape Architecture and Planning 3195-B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX 1 L Polhamus, License CONSTRUCTION SCHEDULE aPerimeter Wall (Typ.) 2 Top or bottom of manufactured slope - Per Civil Engineer Plans (Typ.) 3 Standard County Sidewalk - Per Civil Engineer Plans QRight -of -Way Line (Typ.) Street Light Location - Per Civil Engineer Plans (Typ.) 6a Concrete "V" Ditch (Typ.) �J Water Meter Location (Typ.) aFire Hydrant Location (Typ.) 9a Utility - Per Civil Engineer Plans 10 AC Trail/Servier Road Paving - Per Civil Engineer Plans 11 Detention Basin: Bottom of basin to be fallow land. 12 Beam - Per Civil Engineer Plans 13 Drainage Inlet Structure - Per Civil Engineer Plans 14 30' wide Edison easement 15 Decomposed Granite Paving: Palm Spring Gold" decomposed granite field (Compacted 3" thick layer over native) with concrete mow strip at all edges. Available through Southwest Boulder & Stone (800) 540-1147. 16 Concrete Removable Bollards - To be selected and approved by Flood Control 17 Double Swing Split Rail Gate 18 Sewer Lift Station concrete access driveway per Civil Engineering plans 19 Block enclosure around sewer lift station per Civil Engineering plans 20 3" A.C. over compacted base per soil report. Provide 2x6 redwood header at all edges, but not adjacent to concrete paving (Typ.). 21 Edison power poles per Civil Engineer's plans (Typ) 22 Parking Lot: 3" layer of -1/4" Pea Gravel over 4" Class 11 compacted Agg. Base. Provide 2x6 redwood header at all eges (Typ.) 23 Concrete wheel stops - secure with #5 rebar as required. LIGHTING LEGEND DESCRIPTION WATTAGE LAMPS MOUNTING WATTS TYPE WALL FLOOD LIGHT - ORGATECH OMEGALUX #12-132TR-SGA-NFU 36 32 PL. AT GRADE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. LRM VERT: COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH - TR 29741 1 C_1 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN 45 (NOTES & LEGEND) OF - FOR: W,O, COUNTY FILE No. U T., 5. -on'ongo Underground Service Alert CaII: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT F069-- COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR GRADING as — PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ATION DATE SEAL —COUNTY - SUBMITTAL - SUBMITTAL - SUBMITTAL PROFESS/pl,, fin\"( �9 .. EXHIBIT REVISIONS No. 33950 Exp. 6/30X06 K, CIV1\,_,4 '( L COUNTY OF RIVERSIDE TRANSPORTATION 'DEPARTMENT APPROVED BY: lee DATE: RECOMMENDED BY DATE: SEAL 60 4pNDSC4pf �� Ap A. 00(N qp 2782 JOB NO. 04-033 TR 29741 S 1 T E S C A P E S _ m�> Landscape Architecture and Planning NOTE: APPROVAL BY THE 3195-8 Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR j Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. (949) 644-9370 (714) 210-3140 FAX PREPARED BY: Cirrus, DATE: SCALE: VERT: COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 PRING MOUNTAIN RANCH - TR 29741 C-4 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN 45 OF SHTS. FOR: m FILE NO:. f- t,7 Irp I PA U �t II I ry COMMERCIAL LOT86 IDU.. . ................ .__......._.....----......I._......._......._....._.... ............ ... — ------- ...... .... ...... ......... . ........ . ..... ...... . ......... ....... _. ..... . ..... ........ . .. . .......... ... ...... .. . ....... ......... . . . . ..... . ..... . ...... . ..... . ..... ........... . ........... ............ . .. ............... ....... . ....... . . ..... . ..... ..... . ................ . ..... ................. ............ . ..... . ...... . . ........... 1160— . ... . ..... COMMERCIAL LOT88 ... . .... . ...... ... COMMERCIAL LOT87 F� 54 PE= 1155. C IMIT OF W, RK I -7 ---------- L .53 PE= 1158, ,52 PE= 7 160. .51 PE= 1162 wfj L) I PAL A VE. - ............ ...... ....... . .. .... ....... ........... ..... ......... I.:: ... ........ ......... W 6r� �4 un PALMYRITAt A o 741 CSA . . . . ................ Underground APPROVED Xx < Service Alert Coll! TOLL FREE SCALE 1-800 1"m30' ...... .......... 227-2600 TWO WORKING DAYS BEFORE YOU 010 08-30-051 CREA10N DATE "Ap SHEET NO. SEAL —COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-30-05 Ist - SU13MITTAL TRANSPORTATION DEPARTMENT I T E 5,' A P I E 2nd -SUBMIT V, k I, COUNTY SERVICE AREA — 126 SEAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING Landscape Architecture APPROVED BY- C" 09-07-06 3rd - SUBMITTAL I A. 0 and Planning PERMIT HAS BEEN ISSUED. 09A forl- NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH TR 29741 C-5 * 0", n�%;Tumi )_2z;r 3195-8 Airport Loop Dr., TRANSPORTATION DEPARTMENT IS, FOR LANDSCAPE PLANS FOR CSA SLOPES 3 �3 -NO. Costa Mesa, CA. 92626 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE of 33950 _70 WORK IN THE ROAD RIGHT—OF—WAY ONLY. I� Cxo 6/ �06 jo CONSTRUCTION PLAN FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN 0. 6/30 6 0141 (949) 644-9370 (714) 210-3140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 45 1 DATE: I OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE, PREPARED BY: OF — SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND o7 C N' I REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MARK EXHIBIT REVISIONS APPR. DATE 7-2 4; - SCALE: FOR: W.O. COUNTY ENGINEER COUNTY IRECOMMENDED BY DATE: JOB NO. 04-033 TR 29741 lRichard Polhomus, License CA--_#2782 DATE: HOR: VERT: FILE NO. 9/5/06 IDA L Underground Service Alert Call: TOLL FREE 1-500 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE- . WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN - HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. HAM —1 H1121:35 ATION DATE SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS A6 ER 2 \ , / / / / 1 r 1 SLIGHTING LEGEND SEAL -COUNTY COUNTY OF RIVERSIDE SEAL Sc TRANSPORTATION DEPARTMENT VANOP, R pAPOC 4 Ep a so APPROVED BY: 278.2 x*�GPcy� s � P � No. 330 0 Z imaoI Z ? Exp. 6/30/06� �f/ `rT C/VI4 �P DATE: \ Q' 9TF �anml�OQ� DATE ��OF CA1� %'.Z 4- 07 �F CAi�F TY RECOMMENDED BY � DATE: JOB NO. 04-033 TR 29741 S I T E S C A P E S � Landscape Architecture and Planning 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 r(949) 644-9370 (714) 210-3140 FAX PREPARED BY: us,- License DESORIPTION WATTAGE LAMPS MOUNTING WATTS TYPE WALL FLOODLIGHT - ORGATECH OMEGALUX #12-132TR-SGA-NFU 36 32 PL. AT GRADE SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT 15 FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY VERT. ial COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH - TR 29741 C_9 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN OF 45 SF '.; FOR: W.O. COUNTY a FILE NO, * CSA-126 TO MAINTAIN GRAFFITIREMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. * PRIVATE HOMEOWNERS OR HOA:TO MAINTAIN 1NTBRIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSBD.BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS. * ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. FINISHED GRADE IN PLANTER AREAS 2".BELOW TOP OF HEADER NATURAL GRAY CONCRETE HEADER WITH SMOOTH TROWEL FINISH. HEADER DIMENSIONS: 6" X 6';' •: 11': RADIUS EDGE' FINISHED GRADE IN TURF AREAS V" BELOW TOP OF HEADER I 2 * CSA-126 TO MAINTAIN GRAFFITI REMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. * PRIVATE HOMEOWNERS OR RDA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSED BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS. ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. SCALE: 1 "=10' 1) C�UNC;K�!1'� HEADER Z) VILLAGE; MONUMENT #1 IC 3) VILLAGE MONUMENT #2 71, Cl,mmy�m h N N 5'-5" SQ. VILLAGE MONUMENT #2- ELEVATION 4 VILLAGE MONUMENT - ELEVATION OB-JO-05 CREATION DATE NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT oe-Jo-os at — SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 06-09-os 2nd — SUBMITTAL PERMIT PAS BEEN ISSUED. 09-07-06 3rd - SUBMITTAL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN .THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND .DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. r Q 8" CMU CONSTRUCTION W/ STONE VENEER.. PROVIDE MASONARY TIES 24" O.C. REBAR PER STR. ENG. Oz GROUT BACKFILL TO CREATE BATTER STONE VENEER: "MOLANO" HILLSTONE BY ELDORADO STONE OVER —GROUT. INSTALL PER MANUFACTURE'S SPECIFICATION ® FOAM CAP W/ SMOOTH STUCCO FINISH COLOR TO BE SELECTED. SLOPE TOP TO DRAIN. Q CONCRETE :FOOTING PER STR. ENG. © PRE —CAST SIGN PLACARD PER OWNER Q SIDEWALK ® STONE VENEER WALL TO BE CONSTRUCTED FROM 6" CMU AND PROVIDED W/ STONE VENEER ON ALL FACES CONTRACTOR TO INSTALL MASONARY TIES AS REQUIRED. REBAR AND FOOTING PER STRUCTURAL ENGINEER. Q PRECAST CONCRETE CAP #Q—K9SWC by QUICKCREfE. PROVIDE TERMINUS ® END 10 WALL UPLIGHT— SEE •PLAN FOR LOCATION AND SPECIFIC. FIXTURE • • • pay s n i� p . SEAL —COUNTY e e < vvz alil.i. 1 —1 V OI N \ to I i� 0 1r 3n I. L 4' SQ. 5'-6" SQ. ° CSA-126 TO MAINTAIN GRAFFITI RE OVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. * PRIVATE HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSED BY 0 FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PH.AST$RS. * ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. n 4' 3 n SQ. 0 PER STR. ENG. VILLAGE MONUMENT - SECTION 3" io " CSA-12610 MAINTAIN GRAFFITIREMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. * PRIVATE HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSED BY OTHERS FORALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS: * ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. - VILLAGE MONUMENT # 1 - ELEVATION +1 fw%SA APPROVED COUNTY OF RIVERSIDE SEAL SHEET NO. TRANSPORTATION DEPARTMENT ��o o°Po°qpE� r��S 1 T $C A P E S COUNTY OF RIVERSIDE APPROVED BY: `~��.�� 27fi2 a+��s°y:� Landscape Architecture NOTE: APPROVAL BY THE COUNTY SERVICE AREA — 126 4 y and Planning TRANSPORTATION DEPARTMENT 15 FOR SPRING MOUNTAIN RANCH — TR 29741 C-10 * 3195—B Airport Loop Dr., WORK IN THE ROAD RIGHT—OF—WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES � �A � A ��TO � � Costa Mesa, CA. 92626 R!ftlMhMJ 9jE. PREPARED B949) 644-9370 (714) 210-3140 FAX DATE: (, / CONSTRUCTION DETAILS ? ,2 6-0 of 45 SF :LADED BY �. DATE: JOB NO. 04-033 TR 29741 Richard Polhamus, License CA-#2782 DATE: SCALE: FOR: W.O. COUNTY HOR: VERT- FILE NO. low * CSA-126 TO MAINTAIN GRAFFITI REMOVAL ONLY ON COMMUNITY WALLS, MONUMENT 36" WALLS &:PILASTERS. * PRIVATE; HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSED BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS. _ q * ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE ISTOBETHE 1 1. ALL CONSTRUCTION TO CONFORM TO LOCAL RESPONSIBILITY OF THE HOA. O16" CMU BLOCK 6 BUILDING DEPARTMENT CODES. C CONSTRUCTION —GROUT FILL 2ONSTSHALL A MIN. ALL ESTRENGTH SOF 1 CELL. PROVIDE MASONARY TIES g_p COMPRESSIVE 2000 P SINAT 28 DAYS. 24' AS REQUIRED. FOOTING & USE TYPE II CEMENT. REBAR PER STR. ENG. , '-; 3, ALL PIER FOUNDATIONS ARE TO BE LOCATED 6. 2 OPRECAST CAP 19 IN UNDISTURBED SOIL OR 90% COMPACTED FILL. 03 CONCRETE BATTERED BUILD —OUT. \A .. 3 M 4 FENCEWALL FOR A AS REQUIRED 7 NCE LOAD OFTANODARD FDESIGN 04 STONE VENEER 20 RAIL 5. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT SITE. . 55 CONCRETE FOOTING PER STR.. PLAN VIEW WITHOUT CAP 4 POST POST 2" OVERHANG ENG. FOOTING MUST BE g, ALWORKSHALLHCOMPLY rn GRADING ORDINANCES " (NP•) SUFFICIENT TO SUPPORT BATTER &VENEER 4 24 S' ' o 7. APPROVAL OF THE EINGINEER IS REQUIRED 0. �c M m WHEN THE WALL IS TO BE USED UNDER A RAIL FENCE ©EMBED B CONDITION WHERE THE SPECS. ARE DIFFERENT OS ;N EMBED POST & ,AFFIX INTO 2 RAIL THAN SHOWN. 1 COLUMN AS REQUIRED FOR It SUPPORT NATURAL GRADE NATURAL GRADE uT B. PANELS, POSTS AND CAPS ARE MADE OF u, U7 GROUT VOID SOLID CONCRETE ATTAINING A MIN. COMPRESSIVE 7 STRENGTH OF 4000 PSI AT 28 DAYS _ AND ARE MANUFACTURED BY A LV I' CERTIFIED MANUFACTURER. 3 = Q O 2" = O OVERHANG (TYP.) I I I �—FOOTING I M 4 I 1 _� _ - LJ� FOOTING N OQ� �L�� L G ° e d va � a OD e r `• ° 9 ' � 1 . 1: 4 7 �® pip fir- Imo. ^ p �❑/� 0 V V O O IJ 12 DIA e. 5 va 3513 WES7 <CleLO-OLDEO' OA - 0311-VOID. SU971SE 200 i:� -:..:. '' t--�'-1 LC ff& !^aNaIELESo So`Ln1LOF(ORNOA 90088 -rML: .:Fmo"' :r� ?..: 1 _ �'.'`� (2-03) 874-2.427 FAX* (218) �874-4339 — 36" SQ: —® — F.G.CD �Aoau.�u. FAOTURrED ON L.A. F�iSIF6OCATUON 0�6_6�N"r. LOGIEN(OrE .0 413 CSA-126TO MAINTAIN GRAFFITI REMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. PER STR. ENG. * PRIVATE HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, 34" AND VANDALISM CAUSED BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS SECTION AND PILASTERS. FRONT ELEVATION * ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILrrYOFTHE HOA. l BATTERED STONE PILASTER 2 2- RAIL CONCRETE FENCE FINISHED GRADE IN NATURAL GRAY CONCRETE HEADER 6 PLANTER AREAS V WITH SMOOTH TROWEL FINISH VARIES — SEE PLAN BELOW TOP OF HEADER HEADER DIMENSIONS: 6" X 6" aRIEs 1 /2" R. (TYP.) 1" RADIUS EDGE 1 5 N FINISHED GRADE OF D.G. PATHWAY 1" BELOW TOP OF HEADER DECOMPOSED GRANITE PATHWAY , S.> `-' ` '". ° ?;^c f::`srJ•-" „'s :.^: '` ' "' 4 INCHES OF COMPACTED, CEMENT 4,Y:nV "'" j'` \5. J'.'^ TREATED D.G.,100 LBS. CEMENT PER 6 TON OF DECOMPOSED GRANITE -7 1� 6„ 7 4 3 2 1" 1 4" —III I —III GRADECONCRETE F I 1 IN SH5 O2 "DECORATIVE OR p.f ANDS" SEE PLAN WIDTH BON — 1 I I1—I 1 II —f I— IIII —I SUBBASE PER SOILS REPORT I I I I I 1511LIII I_= I Il II I I BASE ARDEPTH CONCRETE LRBEMEDUM PAVING E TO BROOM. FINISHUNLESS OTHERWISE INDICATED ON PLAN �I I NATIVE ORAMMENDED SOIL I iI r 4 STEEL REINFORCING PER SOILS 07 DEEPENED FOOTING, AS REQUIRED #!3 REBAR CONTINUOUS REPORT. IF NONE IS INDICATED NOTE: ENTIRE LENGTH OF HEADER THEN INSTALL #3 REBAR IRRIGATION PIPING AND WIRES ROUTED UNDER D-G. PATHWAYS AND CONCRETE 18" O.C. (BOTHALL (OMIT IN AREASREAS UNDER 4' WIDE) HEADERS SHALL BE INSTALLED INSIDE SCH. 40 SLEEVES AS IF UNDER PAVING CSA APPROVED � e 3 DECOMPOSED GRANITE PATH 4 CONCRETE PAVING 08-36-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL 08-30705 et — SUBMITTAL NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT �14 CA PF� 5 ' 5 1 T E S C A P E 5 COUNTY OF RIVERSIDE SHEET NO. Os-09—as nd —SUBMITTAL COMMENCE. UNTIL AN ENCROACHMENT PERMIT AND�OR GRADING PERMIT HAS BEEN ISSUED. Q D APPROVED BY: ��o A P ,,�` *''_ �Ia+� 9�y °^'� Landscape Architecture COUNTY SERVICE AREA — 126 09-07 as rd — SUBMITTAL SPRING MOUNTAIN RANCH — TR 29741 A 2782 and Planning NOTE: APPROVAL BY THE C-11 No. 33950 z Q 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 TRANSPORTATION WORK IN THE DEPARTMENT IS FOR ROAD RIGHT—OF—WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL Exp. 6/30/06 �' V ��07 DATE: J'�, atE\Q (949) 644-9370 (71 a.) 210-31 a.o Fax CONSTRUCTION DETAILS 4 5 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND `rP, CIV11. �P q,FCF- CALIF /° �J/ D '9J�. 08ew- ORl OF CAL\F OF -- SHTS. PREPARED BY: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE �Q� `, L✓„AQJ�n 7—,ZG- e 7 ENGINEER COUNTY RECOMMENDED BY DATE: JOB NO. 04-033 TR 29741 Richard Polhamus, License CA-#2782 DATE: SCALE: HOR: VERT- FOR: W.O. COUNTY FILE NO. 9/5/06 CORRAL OUTSIDE 6xfi POST W/ )21 AT TOP R SPECIFICATIONS AND NOTES $, 1. ALL CONSTRUCTION TO CONFORM TO LOCAL BUILDING DEPARTMENT CODES. 2. ALL CONCRETE FOOTINGS SHALL ATTAIN A MIN. COMPRESSIVE STRENGTH. OF 2000 ,PSI AT 28 DAYS. USE. TYPE II CEMENT. 3 TO . ALL PIER .`FOUNDATIONS: ARE BE LOCATED 2x6 FENCE RAIL, IN UNDISTURBED SOIL OR 907COMPACTED FILL. LAG BOLT TO 4. FENCE WALL STANDARD DESIGN FOR A POST AS REQ. WIND LOAD OF 70 M.P.H: 0 6x6 POST @ 8'-0" 5. THE CONTRACTOR: SHALL VERIFY ALL CONDITIONS AT THE JOB SITE. C° 6. ALL WORK SHALL COMPLY toDO 00 WITH GRADING ORDINANCES `r 0 7. ALL FENCE MATERIAL IS TO BE RESAWN D.F. LUMBER.STAIN OR PAINT WOOD TO MATCH ADJACENT CONCRETE 2-RAIL FENCE co NATURAL GRADE 2x6 FENCE RAIL o NATURAL GRADE I I I I I I I I I II I II I I I. I i I. FOOTING N I �-- FOOTING L -- ELEVATION FROM STREET L L 12" DIA. O 3--RAIL WOOD FENCE HEAVY DUTY SELF -CLOSING CLASP 3-RAIL WOOD FENCE SEE THIS SHEET HEAVY DUTY PADDLE HINGE. INSTALL AS REQUIRED (3 PER GATE) E3x6 POST 3' 6'-6" 12 I .. cc I 00 CO d I 0 0 I I I I I I 1,71 I I 0 I I CRANE BOLT 2x6 GATE FRAME 1 ED io I I AND CROSSBRACE I I co I FOOTING I I CRANE BOLT FOOTING AS REQUIRED I I I 1�— �— I � N I I I N I N I I I -J CSA L- APPROVE L -- L -- L -- L -- L IL D/ Underground Service Alert y -/ -Z ` A� — Call: TOLL FREE - — '�• N ' 1-800 227-2600 WOR KING RKING DAYS BEFORE YOU DIG 3-RAIL WOOD GATES - FOR-07-0B CREATION DATE SEAL -COUNTY - COUNTY OF RIVERSIDE SEAL SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT et —SUBMITTAL TRANSPORTATION DEPARTMENT O�ANUSCApf S 1 T E S C A P E S COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADINnd— SUBMITTAL RpFESs/ APPROVEb BY: ��►�° A PDIh+� ��y Landscape Architecture COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. rd - SUBMITTAL e a A o ��h ��0 278Y �f ,f ow N 0 TE: APPROVAL B Y TH E F r and Planning, SPRING MOUNTAIN RANCH — TR 29741 C-12 ti 4 TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES �Y�• ➢ * * ') 3195-8 Airport Loop Dr., WORK IN THE ROAD RIGHT-OF-WAY ONLY. No. 33950 z rz 'I Costa Mesa, CA. 92626 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE Exp. 6/30/06 leZ % CONSTRUCTION DETAILS FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN S� �Q (949) 644-9370 (714) 210=3140 FAX HEREON.. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL J' �P DATE: '9p�, o,nb' FQQ= PREPARED BY: OF 45 sHTs. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIV14 c1 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9jF CAUF 2 ,/J ' / / `/} 7 _1 /� p7 DF CAGE REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE 4,1E L./,�,,, b EXHIBIT REVISIONS SCALE: FOR: W.O.GOUNTY ENGINEER COUNTY RECOMMENDED BYE DATE: JOB N0. 04-033 TR 29741 Richard Polhamus, License CA—#2782 DATE: HOR: VERT- FlL N STAINLESS STEEL CONTROLLER, ENCLOSURE FLIP TOP LID, SHOWN AND ALL OF THE REQUIRED 120 VOLT ELECTRIC o CONTROLLER, WITH FINISH GRADE PIPE SUPPORT SLOPE VARIES UVRPPE PIPE FLUSH TO GRADE GALV STEEL COUPLING GALV STEEL MAINLINE FINISHED GRADE IN TURF AREAS (PURPLE) PLASTIC ROUND VALVE BOX WITH BOLT DOWN IN OPEN POSITION COMPONENTS SHALL BE PART OF A PRE -ASSEMBLED MODEM IF SERVING TELEPHONE AS MASTER UNIT LINECOMMUNICATION 1 \ 44 REBAR J-HOOK COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QOV"ONTO LID. CONTROLLER ASSEMBLY CABLE PIPE SUPPORT GALV STEEL UNION 7FT ON CENTER — — _ — FINISHED GRADE CONTROLLER INSTALLED IN CONDUIT WIRES IN CONDUIT �� GALV. STEEL NIPPLE —ICI=ICI II / I I EEI III I I DUAL HYDRAULIC PISTONS 1 F SECONDARY CONTROLLERCONNECTION E QUICK COUPLER KEY WITH MALE HOSE BIB CALSENSE TP-110 � SUPPORT LID OPEN - EQUIPPED SIMILAR TO I -III=III ' :, ' �:;�I I III=III AS SHOWN. SURGE ARRESTOR CONTROLLER, ENCLOSURE MASTER CONTROLLER EXCEPT FOR ET GAGE GALV. STEEL 90 ELBOWS W/ ..III— .. #4 REBAR J-HOOK DOWN DRAIN PIPE SUPPORT, TWO STAINLESS STEEL - DIMENSIONS WHEN CLOSED: CABLE IN CONDUIT SEVERAL SECONDARY FINISH GRADE, SLOPE VARIES 4" LONG GALV. REQUIRED AND 7FT ON 3 „ " m® 38"H x 16"W x 15.5" D 16 WIDE TOP -ENTRY ET GAGE UNITS ARE POSSIBLE STEEL NIPPLE GALVANIZED STEEL MAINLINE CENTER ALONG LENGTH _�_ �- FINISHED GRADE III III- CONTROLLER ENCLOSURE SEE IRRIGATION PLANS i Ih'll UVR PVC SCH 40 MAINLINE CROSSING DOWN DRAIN _ _ _ __ IN SHRUB AREAS NEMA 3R RAINPROOF RATED CALSENSE TP-1 TRANSIENT -1 - BOTH SIDES, SEE ABOVE LEFT I I I—III=1 4" MIN. 11 (REMOVABLE. FRONT PANEL g PROTECTION BOARD NOT SHOWN) - SWING JOINT, .SEE ABOVE RIGHT TYPICAL BOTH SIDES PVC MAINLINE GALV STEEL MAINLINE PVC COUPLING, 2 REQ. GALV STEEL' COUPLING, 2 REQ. —III—III I —III —I III —III= III —I (- POWER SWITCH �� TERMINAL BLOCK FOR 'AND RECEPTACLE COMMUNICATION CABLE GALV. STEEL PIPE SLEEVE SCH. 8p PVC T.O.E. NIPPLE —III—III: I —III— QUICK COUPLER VALVE PVC MAINLINE ACME THREAD / PURPLE CAP TERMINAL STRIP STAINLESS STEEL, U.L- ® .. SEE LEGEND FOR SPEC. FOR VALVE WIRES LISTED, PREDRILLED, o REMOVABLE BACKBOARD I I — — I— — — FINISHED GRADE —_- STAINLESS STEEL CLAMP GALV. STEEL NIPPLE _ _ FINISHED - " PREFORMED ALUMINIUM PAD GRADE — - STRONGBOX QUICKPAD a III= GALV STEEL UNION _" _fil FILL BASE OF = __ 8 d ' •. _ ENCLOSURE MOUNTING PAD QUICKPAD WITH — a I WITH PREFORMED ALUMINIUM -I I —III _ I = -III— � I— —III I —III = UVR PVC SCH 40 MAINLINE DOWN DRAIN #4 REBAR J-HOOK PIPE SUPPORT, TWO. Bo BRICK SUPPORTS ° °�-� °� �' GqP _ PEA GRAVEL TO PAD, PLASTIC BASE AND ALL TOP OF BASE UNIT I I STAINLESS STEEL HARDWARE ,11 DIRECT BURIAL _ _ _ 1 — III _III —III— _ TYPICAL BOTH SIDES GALV. SLEEVE REQUIRED AND 7FT ON ON -GRADE PVC MAINLINE CENTER ALONG LENGTH CROSSING DOWN DRAIN .o• ° ° •` +T CJ PRE -ASSEMBLED SWING JOINT WITH ONE PIECE COMPACTED 1 1/4" PVC CONDUIT FOR III WIRES T0� II„ II II ,I VAL ES #4 REBAR J-HOOK BRASS MIPT NIPPLE SITE SOIL COMMUNICATION CABLE TO OTHER CONTROLLERS - - PIPE SUPPORT 7 FT ON CENTER GALV STEEL SLEEVE, TWICE. THE DIA. OF PIPE CARRIED — 3" PVC CONDUIT FOR FS GABLE AND MCV I �_ PVC LATERAL LINE, ROUTE MAINLINE, SEE SPECS. CONTROL WIRES TO VALVES WIRES IN CONDUIT BENCH I GALV STEEL SWING JOINT, BOTH THROUGH STEEL SLEEVE #4 36' REBAR STAKES, 5/8' DIA. x 8 'COPPER 3 — LOCATIONS, SEE ABOVE RIGHT —III—I I (— x 2 REQUIRED GROUND ROD W1#10 GROUND III- SAME ASSEMBLY ON UP SLOPE SIDE FINISHED GRADE LANDSCAPE FABRIC WIRE AND CLAMP=II18' FINISHED GRADE, SLOPE VARIES _ Y' PVC CONDUIT/SWEEP - —I I —III I III —I — 3/4" ROCK, 2 CUBIC FT. FOR FLOW SENSOR/MCV WIRES z GALV. STEEL NIPPLE — I. III SECTION VIEW- N.T.S. 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES PVC MAINLINE, CONNECT TO SWING JOINT W/ FEMALE ADAPTER 'III- .III III.. III= I f I..I DOWN DRAIN #4 REBAR J-HOOK _ F ow NOTE: PIPE SUPPORT, FOUR 1" PVC CONDUIT/SWEEP FOR TELEPHONE LINE FLOW SENSOR /MASTER VALVE REMOTE CONTROL VALVES FOR BURIED MAINLINE TRANSITION TO BELOWGRADE PIPE AT SWING JOINT NO PVC PIPE SHALL.BE EXPOSED ABOVE GROUND, BURIED GALVANIZED STEEL REQUIRED AND 7FT ON ON -GRADE PVC LATERAL LINE CENTER ALONG LENGTH CROSSING DOWN DRAIN NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. 1 1/4" PVC CONDUIT/SWEEP QUANTITY AS REQUIRED PIPE AND FITTINGS SHALL BE WRAPPED IN BLACK PLASTIC PIPE WRAP. EXTEND STEEL SLEEVE A QUICK COUPLER KEY MUST CLEAR VALVE BOX. FORELECTRICAL MIN- 12" PAST DRAIN EDGE IRRIGATION CONTROLLER — SID030 CALSENSE CONTROLLER SCHEMATIC — SID031'' MAINLINE CROSSING BENCH DRAIN — SID036 � IRR.. LINE CROSSING DOWN DRAIN — SID037 ✓ QUICK COUPLER- — SID021 LOW VOLTAGE WIRES, 3 MAXIMUM HEAVY GAGE STEEL.MESH FINISH GRADE FINISH GRADE PROVIDED AS PART OF ENCLOSURE CONIC. PAD 4" THICK FINISHED GRADE IN TURF AREAS - OUTER CASE OF CONNECTOR CONIC. PAD 4" THICK CALSENSE ETG ET GAGE, USE PAIGE R-7172-D OR P-7171-D FEBCO 825-YA REDUCED PRESSUREIT HAYWARD MODEL 72 SIMPLEX, BRONZE CABLE IN CONDUITTO CONTROLLER CALSENSE ETGE STAINLESS STEEL ET GAGE ENCLOSURE BACKFLOW DEVICE, COVER ASSEMBLY WITH A PBR16-19.46 "POLAR BEARIER" BACKFLOW DEVICE ENCLOSURE BASKET STRAINER, COVER ASSEMBLY WITH A PBRI6A 9-46 "POLAR BEARIER" TOP ENTRY ENCLOSURE PURPLE PLASTIC ROUND VALVE BOX WITH BOLT DOWN (PURPLE) COVER, USE STAINLESS BOLT, NUT, AND WASHER. HEAT BRAIJD "GV" ONTO LID. — — ET GAGE MOUNTING BRACKET �j SEE LEGEND FOR SPECIFICATION I „ 37" NOI uDI D WIFH ETGA� E S REQ REQUIRED FOR ASSEMBLY -° ' BRONZE BALL VALVE, 2 REQ. STRIF'AND TWIST WIRES FOR PROPER CONNECTION T-PINS WITH DRILLED HOLES FOR PADLOCKS I �� B I BRASS UNION UN ON I " BRASS NIPPLES MIN. 4" TYP.�! 6 REQUIRED FOR ASSEMBLY 1'i12' — — FINISHED GRADE :... � it • �,,. :: CO e.X-18'X12, .1�.;� '; h ,.. t„ � .�. p RI-NZEWYE STRAINER: �..•,a s.: _„ I ,.. , o .;:. UNiD ' — — — — I SHRUB AREAS N 'III —I I I— .... ,_r, I 4 „ .. :a .: /sue { n @@ , . ,. BRA L'• 4 SS) — — — _III —III. Ell II'I—II;I_ I11—III— ,. �.. I :I '1 .:... 4 ,.. .: ... ... , •: ,., , rir _ - + n. _ a, ._ , , , .,. a , 9,J r T a' a w � v+ r✓iI � ENk3. RSFYrALL��BE'•�.MfNMUISf. V "s ,•..- _ I � . RISE •LEN TH I?' O� FL W ,.:, G U STILE ip.... I I ) " —_III III:. 6 PVC CL 160 P IPE .... .....:..... .....�.n- .' r .,. , � r, ,... d v. ,, , .... ...: _fe.., ,, .. + . _. ,.. ...., ....., •,:., .}n. z,",tl -,.:J .. 1. 2fr.::. ,. , r „-,,:,.d .. �,<,,.�,.� F ...:... ..:,G. r x ... r .. :. �, .. ,:. ,.,-.; i .. S '1. .. c F'.^ ny !y.',:}h .: .:;N CI >'s � .. a ,� . 90'PIPE DIAMETERS 'r' ., - - SENSOR.SNALL BE A MINIMUM I Y- , s_S^ .: „� ........:... , OF 10 PIPE DIAMETERS . ,. ;,r I n, €r,, . P,.•;r--' :" ;. METAL'ENLbSUREBas;`etlua. ,.' CONCRETE("ABOVE BASE ___ ''• _ — —_— RISER LENGTH DOWNSTREAM OF I FLOW SENSOR SHALL BE A MIN. a sr a , ;:: RISER LENGTH DOWNSTREAM OF 4 FLANGED END GATE NOTE I— i= I I I = 24 —III OF 5 PIPE DIAMETERS III— _ I I— I = I i -III: 24" I — III FLOW SENSOR SHALL BE A MIN. VALVE W/ 2" SQUARE AWWA OPERATING NUT FILL INNER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY- 1"PVC ELECTRICAL SWEEP AND —III- e 6 - BRASS MAINLINE PIPE TO OF 5 PIPE DIAMETERS I — — I� =III- `+ o Q SEE LEGEND FOR SPECS. ' ALL WIR :'.'ROUTED BETWEE ..CONTROLLER AND: CONTROL VALVES C CONDUIT FOR ET GAGE CABLE NOTE; TO IRRIGATION:CONTROLLER BRONZE PRESSURE REGULATOR AND MASTER CONTROL VALVE a " BRASS MAINLINE PIPE TO BRONZE PRESSURE REGULATOR AND MASTER CONTROL VALVE o• 3/4" ROCK, 3 CUBIC FT SHALL A CONTINUOU61R N WITH:'NO WIRE SPLICES. WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. VERIFY FINAL LOCATION WITH CALSENSE REPRESENTATIVE: TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO STEEL PADLOCKS, KEYED AS PER COUNTY BRASS ELLS, 2 REQUIRED BRASS ELLS, 4 REQUIRED BRICK SUPPORTS v �9 3 REQ. PER BOX REPRESENTATIVE DIRECTION, AS PART OF ET GAGE ASSEMBLY. INSTALL AN R "POLAR BEARIER" INSULTING COVER OVER THE ENTIRE SENSOR ASSEMBLY, WIRES FROM MASTER CONTROL VALVE INSIDE A 1" SCH 40 PVC WIRES FROM MASTER CONTROL VALVE INSIDE A 1" SCH 40 PVC �. o o y'•' SCH 80 PVC FLANGES E THE "POLAR BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER SWEEP AND CONDUIT APPROVED WATER -PROOF WIRE SWEEP AND CONDUIT APPROVED WATER -PROOF WIRE ° SOLVENT WELD OR PUSH -ON TYPE WIRE CONNECTOR — SID041 ✓ ID WEATHER STATION - SIDO32 CONNECTIONS, 2 REQUIRED WIRES FROM MASTER CONTROL CONNECTIONS, 2 REQUIRED PRESSURE SUPPLY LINE USE TWO PVC 45 ELLS TRENCH FINISHED GRADE IN TURF AREAS PER SPECIFICATIONS PER SPECIFICATIONS I ,_- _-;,,- - = =1 =1 VALVE AND FLOW SENSOR TO SECTION VIEW N.T.S. CONTROLLER INSIDE A 1" SCH WIRES FROM MASTER CONTROL•• VALVE AND FLOW SENSOR TO E SIDE • ° o 0 PROPER MAINLINE DEPTH CONCRETE THRUST �_� (PURPLE) PLASTIC RECTANGULAR VALVE BOX WITH BOLT 40 PVC SWEEP AND CONDUIT SECTION VIEW - N.T.S. CONTROLLER INSIDE A 1" SCH�o..•�p..�(°j 40 PVC SWEEP AND CONDUIT °•O LANDSCAPE FABRIC, WRAP P I� I . BLOCK, TYPICAL Ill_ COVER, USE STAINLESS BOLT, NUT, AND WASHER. BRASS MAINLINE PIPE FROM BRASS MAINLINE PIPE FROM UP AND OVER BOX HOLES �I BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PRE" ONTO LID. WATER METER AND BALL TYPE SHUT OFF VALVE WATER METER AND BALL TYPE CONCRETE SUPPORT POURED UNDER VALVE 11- MAINLINE PIPE NOTE: NOTE: SHUT OFF VALVE SECTION VIEW -N.T.S. 12" x 12" x 4" =1 ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE — CHRISTY'S RECLAIMED WATER L III 1- T= UNDISTURBED SOIL ` PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION �_ 11/2" SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE NOTE: WARNING TAG. CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TE1=WRENCH WITH SQUARE NUT _ -III - _ III -I _ III �- 211 �-- FINISHED GRADE — SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP „ INSTALL AN R16 POLAR BEARIER INSULTING COVER OVER THE ENTIRE BACKFLOW SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP INSTALL AN R16 "POLAR BEARIER" INSULTING COVER OVER THE ENTIRE STRAINER ASSEMBLY, ADAPTER FOR THE OPERATION OF GATE VALVES. _ IN SHRUB AREAS "POLAR III=III=I = RECLAIMED WAT ASSEMBLY, THE "POLAR BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER THE BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER 45 DEGREE ELL 90 DEGREE ELL _ BACKFLOW PREVENTOR — SID025 `" BASKET STRAINER W/ FLOW SENSOR — SID026 GATE VALVE — 2 1/2" 8i LARGER — SID019 —III—III—,I.=I =111—III=1I1= =III=III -- WARN NG TAG. III=III=_ III=III= CONCRETE THRUST BRASS NIPPLE TYP. I=III= BLOCK, TYPICAL y B B B MAINLINE PIPE � 2„ . o o BRASS PIPING TO MASTER VALVE UNDISTURBED SOIL ��9� � •O 4 REQ. SUPPORTS ER BOX SECTION VIEW -N,T.S. -I1 BACKFILL TRENCH °•p•0 . . c od „_ TEE PER SPECIFICATIONS BRASS UNION NOTES: , 3/4" ROCK, 3 CUBIC FT. ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-G2000. LANDSCAPE FABRIC, WRAP SUPPLY. LINES 2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE UP AND OVER BOX HOLES THRUST BLOCKING. BELL AND GASKET PIPE MAY USE PIPE RESTRAINT SYSTEMS. PVC SCH 80 T-O.E. BRASS PIPING AND FITTING NIPPLE, 3" MIN., 2 REQ. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE FROM BACK FLOW PREVENTER SHALL NOT BE ENCASED IN CONCRETE. OR BASKET STRAINER ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE NOTE: SECTION VIEW -N.T.S. yti rs APPROVED MANUFACTURER'S INSTALLATION SPECIFICATIONS. INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. UNLESS OTHERWISE NOTED. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. fir �.'j.! 17 THRUST BLOCKS — SID040 PRESSURE REGULATOR — SID029� r= ��`� NOTE. WORK CONTAINED WITHIN THESE PLANS 08-30-05 CREATION DATE SEAL —COUNTY COUNTY -"OF RIVERSIDE SEAL � .- � S 1 T IE S C P E S COUNTY OF RIVERSIDE SHEET N0. 08-30-05 6t-SUBMITTAL SHALL NOT TRANSPORTATION DEPARTMENT �O�ANOSCgp� . •A COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING eRl APPROVED BY: �`E `a*RO A. PD(yA` pcy os Landscape Architecture "" — - - - COUNTY SERVICE AREA — 126 09-07-06 r0 - SUBMITTAL PERMIT HAS BEEN ISSUED. o a A. O �� 2782 'r � and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH - TR 29741 I-1 �yyP v� `� No. 33950 Z y Exp. 6/30/O6 /f/�� % �<v ' * * 3195—B Airport Loop Dr., I COSta Mesa, GA. 92s26 (949) 644-9370' (714) 210-3140 FAX TRANSPORTATION DEPARTMENT 13 FOR II WORK IN THE ROAD RIGHT-OF-WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION DETAILS THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL _s�_ �Q q a 45 OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE s P fq CIVI1- �'OFCpL\F DATE: �2 �(I` 0 OF OF SHTS. PREPARED BY: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND - Q •Q ?-z`-�.j� IrAL�� - DATE BY MARK APPR. DATE SCALE: FOR: Wp• COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS l�wrc. ENGINEER COUNTY Richard Polhannus, License CA-#2782 DATE: RECOMMENDED BY DATE: JOB NO- 04-033 TR 29741 HOR: VERT: FILE NO. 9/5/06 FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS RAINBIRD VB-SERIES (PURPLE) RAINBIRD SERIES (PURPLE) RAINBIRD VB-SERIES (PURPLE) INSTALL SPRINKLER HEAD FLUSH WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN RAINBIRD VB-SERIES (PURPLE) FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. EDGE. HEAT BRAND "RCV" ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BW ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE co SCH 80 PVC THREADED ELL EDGE. HEAT BRAND "MCV" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND "MCV" ONTO LID. POP-UP SPRINKLER HEAD, ROTOR TYPE SPARE CONTROL WIRES, PROVIDE LOOP AT EACH RCV MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. SEE LEGEND FOR SPECIFICATION REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS, (PURPLE) NON -POTABLE CAP �� 1/2" _ 112" FINISHED GRADE �_ 112" FINISHED GRADE =III=III= _ — — �- FINISHED GRADE — Is = _ = IN SHRUB AREAS _ _ FINISHED GRADE IN SHRUB AREAS — _ = IN SHRUB AREAS III —III —I _ _ —III III= _ _ = 1I'rT 1/2 INSTALL SPRINKLER HEAD 1/2" I i-1—I - -- I—I=i 4„ - — _ 4"—I—I III —I I -I _ — — 1 IN SHRUB AREAS -III=III—I _ __ _ =III=III' 4' =I I —I I� WATER CONNECTORS —III—III' — WIRE CONNECTORS —III—III 4" — = ABOVE FINISHED GRADE IN SHRUB III —III_ III —III— III —III—_ M� 1 I I —III— III —III— MV III=I 1 I= CHRISTY'S RECLAIMED WATER —III—III _ WIRE CONNECTORS �—III—I I AND GROUND COVERS AREAS —III—I WARNING TAG. III —III= M� I=1 1- -I I—III—� I —I—I I i—I CHRISTY'S RECLAIMED WATER I= — CHRISTY'S RECLAIMED WATER —I I I= =1 I —I - — CHRISTY'S RECLAIMED WATER I —III —III— I I=I I I —I I - WARNING TAG. WARNING TAG. a I= - _ _ _ _ a P a PVC SCH 80 FEMALE P FLOW PRESSURE SUPPLY LINE WARNING TAG. -III—III—I I —III—III— — NATIVE OR AMENDED SOIL s s a PVC SCH 80 FEMALE s s e ADAPTER ADAPTER, 2 REQUIRED DEPTH AS PER SPECS. PVC SCH 80 FEMALE �—I � I— � —- 2„ 2 ADAPTER, 2 REQUIRED _III —III —I II =1 I —III —I SCH 80 PVC UNION 2" 0 0 o o SCH 80 PVC COUPLING 2 0 C 0 PVC MAINLINE TO RCV'S • �'� ��. o PVC MAINLINE TO RCVS •o��}}}o � AND T.O.E. NIPPLES o o BRICK o• 0 d O oo • o •o 0� o BRICK SUPPORTS •0 0 (� �8 j� �• 4 REQ PER BOX 0• ••o BRICK SUPPORT �p'o • o •o o:0.0P PVC LATERAL LINE .gy040 (� b: •o .o (�j .cb ob .00 o• 4 REQ. PER BOX � 4 REQ. PER BOX d � "+'"" o'b 4' .�� S PRE -ASSEMBLED SWING JOINT BRICK SUPPORTS BRASS UNION SCH 80 PVC UNION BRASS UNION (RAINBIRD SV SERIES), 4 REQ. PER BOX BRASS NIPPLE, TYPICAL SCH 80 PVC NIPPLES BRASS NIPPLE, TYPICAL PVC MAINLINE PIPE LANDSCAPE FABRIC, WRAP LANDSCAPE FABRIC, WRAP LANDSCAPE FABRIC, WRAP SCH 40 PVC SxSxT TEE FITTING PER SPECS. UP AND OVER BOX HOLES UP AND OVER BOX HOLES UP AND OVER BOX HOLES LATERAL x SPRINKLER INLET SIZE 3/4" ROCK, 3 CUBIC FT. SECTION VIEW -N.T.S. 3/4" ROCK, 3 CUBIC FT- 3/4" ROCK, 3 CUBIC FT. LANDSCAPE FABRIC, WRAP CONTROL WIRES IN CONDUIT CONTROL WIRES IN CONDUIT UP AND OVER BOX HOLES FROM FLOW SENSOR FROM FLOW SENSOR BRASS MAINLINE PIPE AND PRESSURE SUPPLY LINE BRASS MAINLINE PIPE AND 3/4" ROCK, 3 CUBIC FT FITTINGS FROM BACKFLOW s �' SECTION VIEW - N.T.S. PER SPECS. SECTION VIEW - N.T.S. FITTINGS FROM BACKFLOW SCH 80 PVC NIPPLE +� VALVE BOX PER SPECS. LATERAL LINE, SEE SPECIFICATIONS LENGTH AS REQUIRED NOTE: NOTE: FOR TYPE AND DEPTH REQUIRED SECTION VIEW - N.T.S. INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS BALL VALVE INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS NOTE: UNLESS OTHERWISE NOTED. NOTE: INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS PLAN VIEW -N.T.S. UNLESS OTHERWISE NOTED. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF NOTE: USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS THE MASTER VALVE ASSEMBLY. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE THE MASTER VALVE ASSEMBLY. INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. INSTALLATION AT MAIN LINE DEPTH. USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. REMOTE CONTROL VALVE — SID015 MASTER CONTROL VALVE — SID017 BALL VALVE — 2" & SMALLER — SID018— MASTER VALVE — SID017 ✓ POP—UP ROTOR — 6" — SID001 INSTALL SPRINKLER HEAD FLUSH WITH INSTALL SPRINKLER HEAD FLUSH WITH SHRUB ADAPTER SPRAY HEAD FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS INSTALL SPRINKLER HEAD FLUSH WITH SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN TURF AREAS SHRUB SPRINKLER HEAD, ROTOR TYPE co SEE LEGEND FOR SPECIFICATION POP-UP SPRINKLER HEAD, SPRAY TYPE POP-UP SPRINKLER HEAD, SPRAY TYPE CHRISTY'S RECLAIMED WATER SEE LEGEND FOR SPECIFICATION SEE LEGEND FOR SPECIFICATION POP-UP SPRINKLER HEAD, ROTOR TYPE WARNING STICKER SEE LEGEND FOR SPECIFICATION ® HUNTER SHRUB STAKING KIT (PURPLE) NON -POTABLE CAP (PURPLE) NON -POTABLE CAP MODEL #46-3551, INSTALL SCH 80 PVC NIPPLE, SIZE PER INLET (PURPLE) NON_POTABLE CAP OVER REBAR STAKE AS REQ. LENGTH AS REQUIRED, 2 REQUIRED INSTALL SPRINKLER HEAD 1/2" T 112T.INSTALL SPRINKLER HEAD 1/2" SCH 80 PVC NIPPLE, SIZE PER INLET ANTI -DRAIN VALVE -III—III—Ea�) ABOVE FINISHED GRADE IN SHRUB -III—III— I _ ABOVE FINISHED GRADE IN SHRUB — 1/2 LENGTH AS REQUIRED, 2 REQUIRED WHERE REQUIRED —III—III— I I —III —I - ABOVE -III—III— _ INSTALL SPRINKLER HEAD 1/2 REBAR STAKE, 1 REQUIRED - III —III— I —III—III—I AND GROUND COVERS AREAS -III—III— I —III—III— AND GROUND COVERS AREAS —III—III—_ _ —_ ABOVE FINISHED GRADE IN SHRUB RAINBIRD ACV SERIES 12" MIN, #4 x 30" LENGTH I=I I —I — III— I —I = =I I —III— I I=III— - III— I— — —IIAND GROUND COVERS AREAS CHECK VALVE I—� OR AS SITE VANDAL -PROOF CLAMP -III—III—I I —III—III—I NATIVE OR AMENDED SOIL —1 I —I I — I —I I —I I I=I NATIVE OR AMENDED SOIL —III—III- III —III —III- WHERE REQUIRED REQUIRES 12"MIN. USE IN 2 PLACES —I I —I - III— —I - —I — I- III —I — - - — = —I I I —I I I —I NATIVE OR AMENDED SOIL OR AS SITE REBAR STAKE, 1 REQUIRED -1 I I —III —I =1—III—I -1—III—I =1-1 I I —I �—III—III= III —I I= I- REQUIRES #4 x 30" LENGTH ULTRA -VIOLET RESISTANT PVC _III=1 I 1=1 =1 I —III —I STREET ELLS, 2 REQUIRED ULTRA -VIOLET RESISTANT PVC ULTRA -VIOLET RESISTANT STREET ELLS, 2 REQUIRED PVC TEE OR ELL PRE -ASSEMBLED SWING JOINT ULTRA -VIOLET RESISTANT (RAINBIRD SA -SERIES) OR PVC TEE OR ELL ULTRA -VIOLET RESISTANT SCH 40 (RAINBIRD TSJ-XXX-PRS) SCH 40 PVC SxSxT TEE FITTING PVC PIPE, SEE PLANS FOR SIZE LATERAL x SPRINKLER INLET SIZE SCH 40 PVC SxSxT TEE FITTING ULTRA -VIOLET RESISTANT SCH 40 _ � — � — - — SCH 40 PVC SxSxT TEE FITTING LATERAL LINE, SEE SPECIFICATIONS LATERAL x SPRINKLER INLET SIZE PVC PIPE, SEE PLANS FOR SIZE LATERAL x SPRINKLER INLET SIZE �l FOR TYPE AND DEPTH REQUIRED LATERAL LINE, SEE SPECIFICATIONS FINISH GRADE IEEE � I —I — —I � I- :III— — � — = 1 � FOR TYPE AND DEPTH REQUIRED —I I I-1 I I I I -I I IEZ —I I I=I I —1 I-_ FINISH GRADE I I —III —III I— I =1 1=III—III III—� —I I I l ii ILI—III- .III— III —III 11 NATIVE SOIL —III—III—I I III —III—III—I —III— =I I I. =III-1 -LI I=1 =III=III-1 1= I_I—III—III— I I �—I � I —III —III III—� #4 x 18" REBARJ-HOOK, SPACE LATERAL LINE, SEE SPECIFICATIONS PRE -ASSEMBLED SWING JOINT -III—III—III I III— I—� I —I —I I AT 10 ON CENTER, TYPICAL RAINBIRD SA -SERIES OR FOR TYPE AND DEPTH REQUIRED ) PRE -ASSEMBLED SWING JOINT #4 x 18" REBAR J-HOOK, SPACE RAINBIRD TSJ-XXX-PRS) CHRISTY'S RECLAIMED WATER RAINBIRD SA -SERIES)) OR AT 10' ON CENTER, TYPICAL NOTE: WARNING STICKER NOTE: TSJ-XXX-PISS) ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. NOTE: NOTE: CHRISTI"S RECLAIMED WATER INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. NOTE: NOTE: WARNING STICKER SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY ARC AND RADIUS TO COVER INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY ARC AND RADIUS TO COVER INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. U LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS, LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE CNOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. HEAD ON RISER - ON GRADE - SID008 POP-UP SPRAY - 6" - SID005 POP-UP SPRAY - 12" - SID006 POP-UP ROTOR- 12" - SID002 HEAD ON RISER ON GRADE - SID004 SIDEWALK, CURB, ETC. CHRISTY'S RECLAIMED COPPER MALE ADAPTER WATER WARNING TAG CONCRETE METER BOX WATER METER 10' ON CENTER TYPICAL FINISH GRADE (PURPLE) PLASTIC VALVE BOX ULTRA -VIOLET RESISTANT PVC STREET ELLS 2 REQUIRED Q — — _ III III _ �+ —UNDISTURBED SOIL - B C .. CLEAN COMPACTED BACKFILL II III iII-ICI III ICI=ICI' II�IIIR'll ULTRA -VIOLET RESISTANT SCH 40 LI— III -III- PVC PIPE, SEE PLANS FOR SIZE I —I I III _' —III III �I-III III -III III —III III —III I I I III —I I III —III : —III- 120 VOLT ELECTRICAL DIMENSION A B C D E F 112" TO 1 1/2" SIZE 12" 18" 18" 30" 4" 6" 2" TO 2 21/2" IN SIZE 12" 24" 24" 30" 4" 6" 3" AND LARGER 18" 24" 24" - 6" 6" _ IN SCH. 40 CONDUIT III III -III I — I —III III —III III -III- _ _ a� I —III— LATERAL LINES, SEE SPECS. i l n=1il m� __ III —I i I III= 1I I=1 I=1 i 1=1 i I (_ III—III—III—III-1 I I —I I :I I '� III I I I • .•� _ I I I=1 I I- G I g �, B a _— —III I I— I I— III—III _ FINISH GRADE vow CLEAN SAND BACKFILL I I_ III—III--III—III—III—I I _I I —III :' i I � I I� I I � I� SECTION VIEW -N.T.S. III III —III —III III = III III : SPECIFICATIONS N SEE NOTE. F PRESSURE MAINLINE, S _ III—III- p.°� ° ° I -III -I ° #4 x 18" REBAR J-HOOK, SPACE ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. Aa A y0A a AT 10' ON CENTER, TYPICAL III -III CONTROL WIRES, SEE SPECS. O 05 NOTE: _ E E E E E III —III INSTALL AT MAINLINE DEPTH 'COPPER PIPING TO METER d• 600 =III I BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. �\ _ `I . BRASS PIPEINIPPLE TYPICAL SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. > III —III — —III-III- ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS BRONZE BALL VALVE .:: , INSTALLATION SPECIFICATIONS. NOTE: RAINBIRD BvoSOFP =1 I=III=1=III=1=III=1=1 I1 WATER METER SHALL BE INSTALLED BY THE LOCAL BRASS .UNION ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRA -VIOLET RESISTANT PVC. WATER DISTRICT.ALL PIPING BETWEEN THE WATERo h METER AND THE MASTER CONTROL VALVE SHALL BRASS PIPE TO BACKFLOW DEVICE n BE BRASS WITH BRASS FITTINGS AND UNIONS. OR BASKET STRAINER TYPICAL WATER METER HOOK—UP — SID018 f PIPE ON GRADE — SID038 r �z : L a �C = PIPE AND WIRE TRENCHING — SID034 0e-3o-o CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL , COUNTY OF RIVERSIDE SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 0e-30-0et — SUBMITTAL TRANSPORTATION DEPARTMENT E� VNII sc,4 F S 1 T E S C A P E S COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 06-oe-oe nd-SUBMITTAL �pFESS/ APPROVED BY: �`�a�a° MPBLy4��Oy Landscape Architecture COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. Os-07—DB rd — SUBMITTAL O Q �h o .�.-. NOTE: APPROVAL B Y T H E �Q A. oT �, Q 2782 s and Planning SPRING MOUNTAIN RANCH — TR 29741 TRANSPORTATION DEPARTMENT IS FOR I-2 3195—B Airport Loop Dr., LANDSCAPE PLANS FOR CSA SLOPES Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. wr z THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � No. 33950 �' I �� /►A i FOR ASSURING THE ACCURACY AND ACCEP11BILITY OF THE DESIGN Exp. 6/30/06 'V / f� �� (949) 644-9370 (714) 210-3140 FAX IRRIGATTON DETAILS HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ,s �.T-IMP DATE: '9j� �byh� t�= 45 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - Tq�,O QED PREPARED BY: OF SHTS. RESPONSIBLE. FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CAL\F p / F CA�- REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE Q,.� `. G✓ �'��`B 7 SCALE: COUNTY ENGINEER COUNTY RECOMMENDED BY DATE: JOB NO. 04-033 TR 29741 Richard Polhamus, License CA-#2782 DATE: HDR: VERT: FOR: W.O. FILE TO R 9/5/06 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN T COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. SEAL CONDUIT ENDS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTIONS Bo FINISHED GRADE IN SHRUB AREAS LOW VOLTAGE CONTROL WIRE COIL, 24" MINIMUM BRICK SUPPORTS 4 REQUIRED PER BOX CONDUIT LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 3/4" ROCK, 3 CUBIC FT SECTION VIEW - N.T.S. NOTE: ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. CONTROL WIRE PULL BOX SID042 RECTANGULAR VALVE BOX, TYPICAL - STAINLESS STEEL BOLT, WASHER AND NUT TO SECURE BOX LID, TYPICAL HEAT BRAND LETTERS AND NUMBERS .. YIP. RAND AL ° n d 12" e da 4 4 PAVING EDGE, TYPICAL e a � q q d NOTE: SECTION VIEW - N.T.S. USE (PURPLE) VALVE BOX LIDS FOR ALL NON -POTABLE SYSTEMS. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. INSTALL VALVE BOXES IN SHRUB AND GROUND -COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. DRIP RCV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. VALVE BOX DETAIL - SID033 PAVING OR D.G. PATH SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 120 VOLT ELECTRICAL IN SCH 40 SLEEVE LATERAL LINES IN SCH 40 SLEEVE UNDISTURBED SOIL CONTROL WIRES IN SCH 40 SLEEVE PRESSURE MAINLINE IN SCH 40 SLEEVE DIMENSION A B C D E DEPTH BELOW GRADE 24" 36" 36" IRRIGATION NOTES✓ DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTMENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY PERCENT (5001b). INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW HEAD DRAINAGE. FIELD CONDITIONS DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS REQUIRED. SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, AS PER DETAIL. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED GALLONS PER MINUTE IS NOT AVAILABLE. ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDERPAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. SYSTEM COVERAGE THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN ORDER TO GUARANTEE 100% COVERAGE.. CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER. PIPE INSTALLATION ALL PRESSURE MAINLINES ARE TO BE BURIED PER THE SPECIFICATIONS HEREIN. ALL LATERAL NON -PRESSURE LINES ARE TO BE INSTALLED AS FOLLOWS: LATERAL LINES BURIED PER SPECIFICATIONS: * ALL LINES LOCATED AT THE BOTTOM OF SLOPE WHEN ADJACENT TO A GRADED PAD, BENCH, CURB OR RIGHT-OF-WAY. * ALL LINES LOCATED WITHIN RIGHT-OF-WAY. • ALL LINES LOCATED ADJACENT TO CURB OR SIDEWALK, LATERAL LINES INSTALLED ON -GRADE: * ALL LINES LOCATED AT MIDDLE OR TOP OF SLOPE. * ANY LINES LOCATED AT BOTTOM OF SLOPE WHEN ADJACENT TO ANON -GRADED OR OPEN SPACE AREA ONLY. CONTRACTOR MUST USE ADJUSTABLE ARC NOZZLES OR NOZZLES TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR THE CONTRACTOR IS REQUIRED TO USE (SEAL-A-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH TOR GREATER ELEVATION CHANGE. THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THAT NEEDS A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE PRESSURE COMPENSATING SCREENS, SECTION VIEW-N.T.S. DETAIL ALSO FOR PIPE INSTALLED IN ROCKY SOIL TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. NOTE: PLAN VIEW - N.T.S. BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES -SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES T.HE:DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. - ALL CURBS SHALL BE MARKED WITH A "SCORE" MARKTO-DESIGNATE SL€EVE LOCATION, TYPICAL. ;`. SLEEVE TRENCHING - SID035 PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. FOW9-07-06 0-0 CREATION DATE NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT O-D ec - SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING B-Os nd - SUBMITTAL PERMIT HAS BEEN ISSUED. d -SUBMITTAL THE PRIVATE .ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN - - HEREON.. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER EXHIBIT REVISIONS UICUM SEAL -COUNTY IRRIGATION LEGEND SYMBOL MFG MODELNO. DESCRIPTION RADIUS GPM PSI III RAINBIRD RWS-BGOl TREE BUBBLER 4' .25 30 B RAINBIRD 1806-SAM-PRS-MPR-NP-5CST STREAM BUBBLER 5' .50 30 RAINBIRD 1812-SAM-PRS-MDR-NP-5Q QUARTER SPRAY HEAD 5' .10 30 ❑ RAINBIRD 1812-SAM-PRS-MPR-NP-5H HALF SPRAY HEAD 5' 2.0 30 RAINBIRD 1812-SAM-PRS-MPR-NP-8Q QUARTER SPRAY HEAD 8' .26 30 • RAINBIRD 1812-SAM-PRS-MPR-NP-8H HALF SPRAY HEAD 8' .52 30 Q RAINBIRD 1812-SAM-PRS-MPR-NP-8F FULL SPRAY HEAD 8' 1.05 30 Ii RAINBIRD 1812-SAM-PRS-MPR-NP-12Q QUARTER SPRAY HEAD 12' .65 30 (I RAINBIRD 1812-SAM-PRS-MPR-NP-12H HALF SPRAY HEAD 12' 1.3 30 RAINBIRD 1812-SAM-PRS-MPR-NP-12F FULL SPRAY HEAD 12' 2.6 30 RAINBIRD 1812-SAM-PRS-MPR-NP-15Q QUARTER SPRAY HEAD 15' .92 30 O RAINBIRD 1812-SAM-PAS-MPR-NP-15H HALF SPRAY HEAD 15' 1.85 30 DO RAINBIRD 1812-SAM-PRS-MPR-NP-15F FULL SPRAY HEAD 15' 3.7 30 RAINBIRD 1806-SAM-PRS-MPR-NP-8Q QUARTER SPRAY HEAD 8' .26 30 aRAINBIRD 1806-SAM-PRS-MPR-NP-8H HALF SPRAY HEAD 8' .52 30 RAINBIRD 1806-SAM-PRS-MPR-NP-8F FULL SPRAY HEAD 8' 1.05 30 RAIN BIRD 1806-SAM-PRS-MPR-NP-12Q QUARTER SPRAY HEAD 12' .65 30 V RAIN BIRD 1806-SAM-PRS-MPR-NP-12H HALF SPRAY HEAD 12' 1.3 30 (�) RAIN BIRD 1806-SAM-PRS-MPR-NP-12F FULL SPRAY HEAD 12' 2.6 30 RAIN BIRD 1806-SAM-PRS-1,APR-NP-ISQ QUARTER SPRAY HEAD 15' .92 30 0 RAIN BIRD 1806-SAM-PRS-MPR-NP-15H HALF SPRAY HEAD 15, 1.85 30 Q RAIN BIRD 1806-SAM-PRS-MPR-NP-15F FULL SPRAY HEAD 15' 3.7 30 11 RAINBIRD 1806-SAM-PRS-MPR-NP-15RCS/15LCS END SPRAY HEAD 4X15' .61 30 0 RAINBIRD 1806-SAM-PRS-MPR-NP-15 SST STRIP SPRAY HEAD 4x3O' 1.21 30 RAIN BIRD 1812-SAM-PRS-RI3 NP-ISQ QTR ROTARY SPRAY 16' .40 30 Q RAIN BIRD 1812-SAM-PRS-Rl3-NP-18H HALF ROTARY SPRAY 16' .80 30 O RAIN BIRD 1812-SAM-PRS-RI3-NP-18F FULL ROTARY SPRAY 16' L60 30 Q RAIN BIRD 1812-SAM-PRS-RI7-NP-24Q QTR ROTARY SPRAY 21' .75 30 RAIN BIRD 1812-SAM-PRS-RI7-NP-24H HALF ROTARY SPRAY 21' 1.50 30 ❑ RAIN BIRD 1812-SAM-PRS-RI7 NP-24F FULL ROTARY SPRAY 21, 3.0 30 Q RAINBIRD TURF) 5006-PL-PC-SAM-MPR-NP-25Q QUARTER ROTOR HEAD 24' .88 35 SHRUB) 5012-PL-PC-SAM-MPR-NP-25Q O2 RAINBIRD (TURF) 5006-PL PC-SAM-MPR-NP-25H HALF ROTOR HEAD 24. 1.73 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-25H O3 RAINBIRD (TURF) 5006-PL-FC-SAM-MPR-NP-25F FULL ROTOR HEAD M 3.34 35 (SHRUB) 5000-S-PL-FC-SAM-MPR-NP-25F ® RAINBIRD (TURF) 5006-PL-PC-SAM-MPR-NP-30Q QUARTER ROTOR HEAD 3Y 1.23 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-30Q OS RAINBIRD (TURF) 5006-PLPC-SAM-MPR-NP-30H HALF ROTOR HEAD 30' 2.59 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-30H © RAINBIRD (TURF) 5006-PL-FC-SAM-MPR-NP-30F FULL ROTOR HEAD 39 5.08 35 (SHRUB) 5000-S-PL-FC-SAM-MPR-NP-30F O7 RAINBIRD (TURF) 5505-PC-NP-04 QUARTER ROTOR HEAD 3T 2.6 30 (SHRUB) 5512-PC-NP-04 ® RAINBIRD TURF) 5505-PC-NP-06 HALF ROTOR HEAD 37' 3.8 30 SHRUB) 5512-PC-NP-06 O RAINBIRD (TURF) 5505-FC-NP-06 FULL ROTOR HEAD 37' 3.8 30 (SHRUB) 5512-FC-NP-06 Q TORO 100-ATLVC QUICK COUPLER WITH ACME THREAD, LOCKING (PURPLE) CAP. H HAMMOND 606-64 VALVE GATE VALVE - LINE SIZE. RAINBIRD PESB-R-PRS-D SERIES REMOTE CONTROL VALVE - SIZES INDICATED. SET VALVE PRESSURE REGULATOR TO OPPERATE @ 25 PSI TO HEADS UNLESS CALCULATIONS NOTE OTHERWISE. F WATER METER - REFER TO CIVIL PLAN j BACKFLOW DEVICE - SEE P.O.C. NOTE © BOOSTER PUMP - SEE CONTROLLER NOTES, CALCS, AND DETAIL SHEET FOR PUMP LEGEND. O DATA INDUSTRIAL HI -FLOW SHUT OFF SENSOR AND RELAY TO CONTROLLER O AUTOMATIC CONTROLLER LOCATION -SEE NOTE. 0 2" RAINBIRD 200-PESB-PRSB MASTER VALVE - PROVIDE MASTER VALVE RELAY TO CONTROLLER. O WEATHER STATION SEE DETAIL. THE COMMON WEATHER STATION WILL BE INSTALLED FROM THE TRACT 29598 CSA SLOPE PLANS AND LOCATED ADJACENT TO THE NON -POTABLE 1326 TANK. FINAL LOCATION IN THE FEILD TO BE DETERMIND BY THE CALSENSE REP. AND THE COUNTY INSPECTOR. (PURPLE) PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. (PURPLE) UVR PVC SCH40 LATERAL LINE ON GRADE STAKED @ 10' O.C. - SEE PIPE ON GRADE DETAIL. INSTALL KING BROS. LINESIZE INLINE CHECK VALVES @ S' INCREMENTS OF VERTIAL RISE. - - - - (PURPLE) MAINLINE -INSTALL 18" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED. Mainlines (pressurized) 2 inch and smaller shall be Schedule 40 solvent -weld P.V.C.. Mainlines (pressurized) 2 1/2 inch through 3 inch shall be Class 315 solvent -weld PN.C., with thrust blocks per detail. - -{ L- - (PURPLE) UVR PVC SCH 40 MAINLINE ON GRADE STAKED @ 10' O.C. - SEE PIPE ON GRADE DETAIL. PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. - PROVIDE - SLEEVES UNDER ANY PAVING THAT EXCEEDS 4' WIDE. SLEEVE ALL TRENCH CROSSINGS OR MAINTENANCE PATHS WITH GALVANIZED PIPE STAKED @ BOTH ENDS. INDICATES STATION NUMBER x x INDICATES CONTROLLER x x INDICATES GPM INDICATES VALVE SIZE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: DATE: RECOMMENDED BY » DATE: SEAL 6� �ANDSC4pF POI yA 2782 * (L- JOB N0. 04-033 TR 29741 d S 1 7 E S C A P E S IB� Landscape Architecture _ and Planning .1 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX annus, License CA CLED / POTABLE NOTES - A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE "CSA 126 IRRIGATION DISTRICT" AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH CSA REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECYCLED) WATER SYSTEMS. D. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED OR (RECYCLED) WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RATING IN POUNDS PER, SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139, PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL TAGGED WITH IDENTIFICATION TAGS. (1) TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED (OR RECYCLED) WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CRUSTY ENTERPRISES OR APPROVED EQUAL. (2) ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: (a) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS"RECYCLED (OR RECYCLED) WATER DO NOT DRINK" OR USE PURPLE COVER WITH SAME IDENTIFICATION (b) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP OR (c) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP OR (d) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE -WRAP F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. H, WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM I -INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. CSA SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT. J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINEVIUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS. THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MIIqvfUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECYCLED) WATER". K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. L. ALL COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING INA SIZE NO LESS THAT 4 INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER - DO NOT DRINK" OR "RECYCLED WATER - DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING, M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. N. CONTACT THE CSA OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE /AND CROSS CONNECTION TEST AND ARRANGE A WALK THROUGH OF THE SYSTEM, O. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF CSA RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT -BY -PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS: (1) WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. (2) WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. (3) WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION -RECYCLED (OR RECYCLED) WATER" IMPRINTED A MINIMUM OF I -INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. GUIDELINE FOR RECYCLED WATER' 1, IRRIGATION BEWEEN THE HOURS OF 9"00 PM AND 6:00 AM ONLY. WATERINGOUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL MINIIVIIZE RUNOFF POOLING AN PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THEIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NO UNDER THE CONTROL OF THE CUSTOMER FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. 4. MONITOR AN MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONRINUOUS BASIS, OF THE PRESENCE OF RECYCLED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PUPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IR IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS.IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATION EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PROM APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AN DDESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION TO THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. NOTE: APPROVAL BY. THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY I'[T:il COUNTY OF RIVERSIDE I SHEET N0. COUNTY SERVICE AREA - 126 SHRINV MOUNTAIN RANCH - TR 29741 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION NOTES, LEGEND & DETAILS FOR: 1W.0. I COUNFILE N0TY . I-3 45 OF POINT OF CONNECTION: 'M-M' (CSA-13) INSTALL A T' NON -POTABLE WATER. METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL, LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +93.5 PSI DESIGN PRESSURE: 68.3 PSI MAXIMUM DEMAND: 41 GPM METER SERVES APROXIMATLEY 114,561 SQ FT (2,6 AC) CONTROLLER NOTE: 'M-M' (CSA-13) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6CS1-40-LR/TPl/TP110/FS-200/EMP-16 (1) CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE 11 OV CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. POINT OF CONNECTION: TC-1' INSTALL A 2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +89.2 PSI DESIGN PRESSURE: 68.5 PSI MAXIMUM DEMAND: 27 GPM METER SERVES APROXIMATLEY 107,481 SQ FT (2.5 AC) CONTROLLER NOTE: 'FC-1' ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-40-LR/TPl/TP110/FS-200/EMP-16 (1).CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE I IOV CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. POINT OF CONNECTION: 'DK' (CSA-4) WATER METER - SEE IL LAN FOR LOCATION. INSTALL A 2 NON-POTABLEW S CIV P S O ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +89.2 PSI DESIGN PRESSURE: 79.0 PSI MAXIMUM DEMAND: 40 GPM METER SERVES APROXIMATLEY 114,561 SQ FT (2.6 AC) CONTROLLER NOTE: 'DK' (CSA-4) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-36-LR/TPl/TP110/FS-200/EMP-16 (1) CALSENSE 36 STATION SATELLITE CONTROLLER, INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE 110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. POINT OF CONNECTION: 'EK' (CSA-5) INSTALL A 2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAU,. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +89,2 PSI DESIGN PRESSURE: 62 PSI MAXIMUM DEMAND: 42 GPM METER SERVES APROXIMATLEY 124,567 SQ FT (2.9 AC) CONTROLLER NOTE: 'EK' (CSA-5) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-40-LR/TPI/TP110/FS-200/EMP-16 (1) CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS, CONTRACTOR TO PROVIDE 110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS SUCRE YOU DIG POINT OF CONNECTION: 'NM' (CSA-14) INSTALL A 1 1 /2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 1 1/2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +89.2 PSI DESIGN PRESSURE: 71.7 PSI MAXIMUM DEMAND: 41 GPM METER SERVES APROXIMATLEY 53,073 SQ FT (1.2 AC) CONTROLLER NOTE: 'NM' (CSA-14) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-40-LR/TP1/TP110/FS-200/EMP-16 (1) CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE 110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. mirwa' r.., 9 -1xo 27 1 n I if / \ n r I if, I •w r � .r r. 1 _ .,.`•:�;,,,� � ��, y°>t n d ii�. 3 u,if I. I Y I r ..r I r+ +I _ n t . Y ri I 11 � i ' II''� Id'�` '�-.. _u ..._ I .:1 '- r \. / l 9J ! ' _— I.�� t. 'III l4'.IrPV 1 )'...•� 1 \ \ 1 j' �; I I1 ___L..........._,. ,n i I�:: II i.:rrA.; .. \� J `r.•l, -�•"/ ly : , : I JI x II ,I I I � I ; , I I , I r--h_'^'-_—�--- _ ��.� st{ � \•\ ..,va: \ J, ;�/� Y I I : .•_. _ — E POINT OF CONNECTION- _'FK',� -CSA 6�'- - INSTALL A 2" NON -POTABLE WATT;( METER - SENIMWL PLUS FO CATIO ' ALSO INSTALL A V HAYWARD #79 BASKET ST�RNER SEE DET��7` .... LOCATE IN A S UB AREA, CO 1iDINATE FINAL LO TION TH C A / AVAILABLE PRESSURE: +63 PSI (108 PSI AFTER PUMP) PRESSURE FROM PUMP: +45 DESIGN PRESSURE: 86.2 PSI MAXIMUM DEMAND: 39 GPM METER SERVES APROXIMATLEY,115,878 SQ FT (2.7 AC) BOOSTER PUMP (FK CSA-6) NOTE CONTROLLER NOTE: 'FK' (CSA-6) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA8 CS1-36+36-LR/TPl/2TP110/FS-200/2MVR/EMP-36 (2) CALSENS_ E-36 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN: SCREEN, WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE i110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL: LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. wi,av A POINT OF CONNECTION: 'KK(CSA-11) INSTALL A 2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. I ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +63.0 PSI DESIGN PRESSURE: 59.01 PSI MAXIMUM DEMAND: 38 GPM METER SERVES APROXIMATLEY 111,994 SQ FT (2.6 AC) CONTROLLER NOTE: 'KK' (CSA-11) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT : MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-32-LR/TPI/TP110/FS-200/EMP-16 (1) CALSENSE 32 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE 110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. pii�w, �_ r� - 7] 1 : Y i # 1 !t-"leal n• � [ :u<b>;.nran t I • ,1 1 1 r.. C , I I I , I , . r•r n� I I � I I \ lL.11ll9 i II •,. If i , : J/ rrona I t \ Y Imo• — — - t _ , +r I C o a JATION LEGEND, NOTES, AND DETAILS TSI1,I2&I3 CONTACT: SCOTT CAR/NGELLA WITH RAIN BIRD @ (949) 294-3083 FOR PRICE QUOTATION AND DISTRIBUTION INFORMATION QUOTE NUMBER S JOB NAME: PS600500826A- SPRING MOUNTAIN RANCH CSA 126 (WATER METER 'FK) RAIN BIRD MODEL: ME1 CRE 15 2 MAXIMUM SYSTEM DEMAND (GPM): 80 GPM INLET PRESSURE (PSI/FEET OF HEAD): 63 PS11146 FEET OF HEAD PRESSURE SET POINT -DISCHARGE PRESSURE (PSI/FEET OFHEAD): 95 PSI1219 FEET OF HEAD PRESSURE BOOST (PSI/FEET OF HEAD): 32 PS1174 FEET OF HEAD MOTOR HORSE POWER (Hp): 5 Hp MOTOR POWER REQUIRED (Voltage/Phase): 230u/(1) Phase JOB SITE POWER AVAILABLE: 230u/(1) Phase TRANFORMER REQUIRED: NONE PHASE CONVERTER REQUIRED: NONE FULL LOAD AMPERAGE. 19.6 AMPS DIAPHRAGM TANK. 4.4 GALLON @ 150 PSI TEST ENCLOSURE.' MARINE GRADEALUMINUM OPTIONS: PMU 2000, EMERGENCY OPERATION SWITCH, PUMP RUN LIGHT, FAULT PILOT LIGHT, PROTECTION oe-aD-o6 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL SHEET NO. NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT oa-aa-o6 ot—SUBMITTAL �i,NOScq S 1 T E S C A P E ],9 COUNTY OF RIVERSIDE o6-09-06 nd - SUBMITTAL TRANSPORTATION DEPARTMENT o u rUL Pf COMMENCE. UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING OB_07-06 rd —S BMITTAI PRE�I APPROVED BY: y�� ►� HA�9Oy� Landscape Architecture — COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. �p .q. o 2782 s a ' \ and Plannin NOTE: APPROVAL BY THE 9 SPRING MOUNTAIN RANCH — TR 29741 I4 z * Tk 3195-13 Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES C CD - No. 33950 Z j Costa Mesa, CA.. 92626 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE _ �,Z -0� WORK IN THE ROAD RIGHT—OF—WAY ONLY. IRRIGATION MAINLINE LAYOUT FOR ASSURING. THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06AJ' �Q- - (949) 644-9370 (714) 210-3'140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ,p Q DATE: �9 DATE CONTROLLER LOCATIONS 45 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Iq CICAIL �F �°� Q� PREPARED BY. 0 tAft RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DAL1F p / 0 OF CALF : _ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE IN MARK EXHIBIT REVISIONS APPR. DATE C G, L✓.W DATE: 0 7 SCALE: FOR: W.O. COUNTY qWr ENGINEER COUNTY RECOMMENDED BY ;,. DATE: JOB N0. 04-033 TR 29741 Richard Polhamus, License CA-#2782 DATE: HOR: VERT: FILE NO. 6:. 08.0 SLEEVE RAIN BIRD CRE SERIES PUMP SYSTEM Underground Service Alert Call: TOLL FREE 1-800 227-2600 i BEFORE YOU 010 NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE I BY IMARK M==!=M9:01 RAIN BIRD -MODEL ME 1 CRE 15-2 5.OHP-(1) PHASE 230V MOTOR ALL DIMENSIONS ARE IN INCHES RAIN BIRD ME SERIES PUMP SYSTEM I ITEM DECRIPTION 1 ME PUMP SEE WRITTEN SPECIFICATION 2 INLET ISOLATION VALVE 2" FULL PORT. ASTM CFBM PTFE 3 DISCHARGE ISOLATION VALVE 2"-FULL PORT. ASTM CFBM PTFE 4 CHOCK VALVE WATTS 303 SS 5 INLET DISCHARGE MANIFOLD 316 SS 6 PRESSURE TRANSDUCER 4-20 mA SIGNAL 316SS 7 INLET PRESSURE GAUGE LIQUID FILLED ABS BRASS B DISCHARGE PRESSURE GAUGE LIQUID FILLED ABS BRASS 9 PRESSURE SWITCH 304S5 3PSI FIXED SEr-POINT 10 TANK 4.4 GAL PRESSURE TANK 11 SWITCH BOX NEMA 3R LOCKABLE IN OFF POSITION 12 CWITr.W RnV BIIPPnRT RRAn.VFT r4n4gS ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS Rain Bird Pumps BP Series: -Model ME Panel Mounted Variable Frequency Drive PACKAGED WATER PUMP SYSTEM SPECIFICATION The packaged water pump system shall be a standard product of a single pump manufacturer. The manufacturer of the packaged pump system shall also be the manufacturer of the pumps. Non standard, "one of a kind' packaged pump systems shall not be considered equal. The packaged water pump system shall he Rain Bird Model see adjacent. The complete packaged water pump system shall be carted and listed by UL forconformance to U.S. and Canadian Standards. Systems that have only the sub -assemblies certified and listed by UL for conformance to U.S. and Canadian Standards and/or UR and/or OUR recognized components shall not he considered equal. The packaged pump system shall use advanced variable frequency drive and electronic controller technology to maintain a constant pressure. Pump systems that use pump control valves or pressure reducing valves to maintain a constant water pressure shall not be considered equal. The pump suction/discharge chamber, motor stool, and pump shaft couplings shall be constructed of cast iron. The impellers, pump shaft, diffuser chambers, outer discharge sleeve, impeller seal rings, and seat ring retainers shall be constructed of stainless steel. Optional materials for thesuction/discharge chamber and motor stool liner shall be stainless steel. The pump impellers shall be secured directly to the pump shaft by means of a splined shaft arrangement for model CR(NG)16 and below. The pump impellers shall be secured to the shaft by a split cone and nut for size CR(N)32 and above. The shaftjournal and chamber bearings shell be Tungsten Carbide and Ceramic for model CR(NG)16 and below. The shaft journal and chamber bearings shall be Tungsten Carbide and Bronze for model CR32 and above (Tungsten Carbide and Graflon far CRN32 and above or as an option for CR32 and above). CR(NG)16 and smaller pumps shall be equipped with a high temperature mechanical seal assembly with Tungsten Carbide/Carbon or Tungsten Carbide seal faces mounted in stainless steel components. For CR(N)32 and larger pumps, the shaft seal shall be of the cartridge design- CR(N)32 and larger pumps may be ordered with Tungsten Carbide/Carbon, Tungsten Carbide, or the "Hybrid" seal face design. The CR(N)32 and larger pumps shall he designed so that the cartridge seal may be replaced without removing motors 15 HP and larger. The pump motors) shall be of ODP design (high efficiency rated and other motor enclosures are acceptable). The motors) shall have a NEMA C face and shall operate at a nominal 3500 RPM. Drive -end motor bearings shall be designed to absorb thrust and shall be adequately sized to ensure long motor life. The system electronic controller shall be a PMU2000 or approved equal. The controller shall operate the pumps to maintain the design pressure while using minimum energy and alternating between the constant speed pumps to maintain relatively equal pump operating hours. As flow begins, thevanable speed lead pump will start at low speed. As demand increases, the lead pump RPM will increase until it reaches full RPM. At this point another pump will start. The lead pump will change RPM to match system demand at the set point. Additional pumps will start in the same manner. The pumps will changeover automatically to maintain the system pressure depending on demand, time, and fault. When water demand is zero, the system shall shut off. If the system includes an optional standby pump, the controller shall exercise this pump every eight days. The controller shall accept a low suction pressure or other suction fault input to shut down the system. The controller shall have a keypad and LCD display screen. System functions will be programmable through the keypad. These programmable functions and information shall include, but not be limited to: 1. Pump status 6. VFD pump min. and max. speed (percent) 11. Current pump rotation order 2. Elapsed running hours for each pump 7 System faults 12. Friction Loss Compensation (set -point) 3. System pressure set -point 8. Pressure transducer design settings 13. High and low discharge pressure shut -dawn limit 4. Actual system pressure 9. Pump priority 14. Low suction pressure Shut -down limit 5. VFD pump speed (percent) 10. Standby pump designation 15. Analog input forremote set -point control 16. Digital input forramote stop/start 17. Clock Program (multiple set -points) The control/ershall be mounted in a control cabinet with a NEMA 3R enclosure rating (orspectried optional cabinet) with the keypad and display screen mounted through the outer door. The control cabinet shall be UL $08listed as an assembly. In addition to the electronic pump controller, the control cabinet shall include circuit breakers for each pump and the control circuit, IEC rated motor starters for the constant speed pumps and control relays for alarm functions. Control cabinet options shall include, but not be I/mited to: 1. Pump Run Lights (the VFD lead pump includes this as standard) 6. Phase Monitor, the VFD motor includes this as standard 2. Pump Fault Lights (the VFD lead pump includes this as standard) 7. Voltmeters 3. Visual Alarm 8. Ammeters 4. Audible Alarm 9. Lightning protection 5. Lightning Arrestor 10. Pump Elapsed Time Meters 11. Control Panel internal illumination The control cabinet shall be mounted in one of the following ways depending an the size of the cabinet 1. On a 304 stainless steel fabncated control cabinet stand attached to the system skid 2. On a 304 stainless steel fabricated skid, separate tram the main system skid 3. On its own base The suction and discharge manifolds shall be fabricated of 316stainless steel. Both manifolds shall be designed to attach to the system piping at either end of the manifold. Each manifold shall include a liquid filled pressure gauge. The suction manifold shall have as standarda pressure switch or pressure sensor to sense lowsuction pressure (othersucticn fault inputs optional). The discharge manifold shall include a stainless steel pressure . transducer with a 4-20mA output The pressure trdnsducershall be factory installed and wired. Isolation valves shall be installed on the suction and discharge of each pump. A check valve shall be installed on the discharge of each pump (optional on the suction side for suction lift applications) - The system shall include an ASME rated diaphragm type pressure tank sized by the system manufacturer. All systems shall be factory tested for peAormance, and hydrostatic tested to 250 pal. Verified Factory Performance Tests and Witness Factory Performance Tests shall be options provided by the system manufacturer PRESSURE LOSS CALCULATIONS WATER METER IMM' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 H.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1110 216 X .433 = 93.5 PSi AVAILABLE REMOTE CONTROL VALVE # MM/30 SIZE 1 1/2" MAXIMUM DEMAND 39 G.P.M. ELEVATION OF HIGHEST HEAD 1120 OTY, SIZE ITEM P.S.I. LOSS 2" WATER METER L4 1 1/2" PRESS. REG. (FALL -OFF) 1.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 31 2 1/2" GATE VALVE 1.4 960' @ 2 1/2" MAIN LINE 4.8 1 1/2" R.C.V. ASSEMBLY 3.6 LATERAL LINE LOSS ( 5.0 max. ) FITTING LOSS (107) 3.1 ( +10' UPSTREAM) ELEVATION CHANGE (+/-) 4.3 PRESSURE TO OPERATE HEADS 30 TOTAL PRESSURE REQUIRED. 66.3 LOWEST STATIC PRESSURE AVAILABLE.' 93.5 SET ?REGULATOR @: 85.0 REDU9L8' WATER PRESSURE: +25.1 I SEAL -COUNTY I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT QFOFF-`51C�, APPROVED BY: xp.jo�" ��Exp.1 CDATE: 9 RECOMMENDED BY DATE: SEAL Ou `AHoscgpF V.pg 6 vat94 4. Q a 2782 J08 NO. 04-033 TR 29741 PRESSURE LOSS CALCULATIONS WATER METER 'FK' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 (BOOSTER PUMP REQUIRED) H.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1180 146 X .433 = 63.2 PSI AVAILABLE REMOTE CONTROL VALVE # FK/26 SIZE 1 1/2'' MAXIMUM DEMAND 38 G.P.M. ELEVATION OF HIGHEST HEAD 1240 QTY. SiZE ITEM P.S.I. LOSS 2" WATER METER 1.3 1 1/2" PRESS. REG. (FALL -OFF) 7.2 1 1/2" R.P. BACKFLOW DEVICE 72.0 1 1/2" FLOW METER 7.2 1 1/2" MASTER VALVE .37 2" GATE VALVE 1.4 1920' @ 2 1/2" LOOP MAIN LINE 4.8 240' @ 3" MAIN LINE .45 1 1/2" R.C.V. ASSEMBLY 2.7 LATERAL LINE LOSS ( 5.0 max. ) FITTING LOSS (109) 3.0 ( 60' UPSTREAM) ELEVATION CHANGE (+/ j 25.9 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 86,2 LOWEST STATIC PRESSURE AVAILABLE., 63.2 BOOSTER PUMP PSI ADDED +45 PSI AFTER BOOSTER PUMP 108 RESIDUAL WATER PRESSURE: +21.8 PRESSURE LOSS CALCULATIONS WATER METER 'DK' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 H.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1720 206 X .433 = 89.2 PSi AVAILABLE REMOTE CONTROL VALVE # DK/27 SIZE 1 1/2" Run (2) valves simultaneously MAXIMUM DEMAND 33 G.P.M. ELEVATION OF HIGHEST HEAD 1160 QTy. SIZE ITEM P.S.I. LOSS 2" WATER METER 0.9 1 1/2" PRESS. REG. (FALL -OFF) 1.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 0.0 2" GATE VALVE 1.2 1080' @ 2 1/2" MAIN LINE 4.2 7 1/2" R.C.V. ASSEMBLY 3,4 LATERAL LiNE LOSS ( 5.0 max. ) FITTING LOSS (109) 2.9 ( +40' UPSTREAM) ELEVATION CHANGE (+/-) 17.3 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 79.0 LOWEST STATIC PRESSURE AVAILABLE. • 89.2 SET REGULATOR @: 85.0 RESIDUAL WATER PRESSURE. + 10.0 ' PRESSURE LOSS CALCULATIONS WATER METER NM' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 H.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1120 206 X .433 = 89.2 PSI AVAILABLE REMOTE CONTROL VALVE # NM/7 SIZE 1 1/2" MAXIMUM DEMAND 41 G.P.M. ELEVATION OF HIGHEST HEAD 1120 QTY. SiZE ITEM P.S.1-LOSS 2" WATER METER 1.4 1 1/2" PRESS. REG. (FALL -OFF) 1.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE .31 2 1/2" GATE VALVE 1.4 720' @ 2 1/2" MAIN LINE 3.7 1 1/2" R.C.V. ASSEMBLY 3.6 LATERAL LINE LOSS ( 5.0 Max. ) FITTING LOSS (10%) 2.9 ( +21' UPSTREAM) ELEVATION CHANGE (+/-) 9.0 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED. 71.7 LOWEST STATIC PRESSURE AVAILABLE., 89.2 SET REGULATOR @: 85.0 RESIDUAL WATER PRESSURE.. +18,6 T E S C A P E S Landscape Architecture and Planning . 711 ';� 3195-B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY OMUS, PRESSURE LOSS CALCULATIONS WATER METER 'FC 1 ' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 N.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 7120 206 X .433 = 89.2 PSI AVAILABLE REMOTE CONTROL VALVE # FC1/11 SIZE 1 1/2" Run (2) valves simultaneously MAXIMUM DEMAND 27 G.P.M. ELEVATION OF HIGHEST HEAD 1120 QTY. SIZE ITEM P.S.1, LOSS 2" WATER METER 0.0 1 1/2" PRESS. REG. (FALL -OFF) 1.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER L2 1 1/2" MASTER VALVE 3.6 2" GATE VALVE 1.2 290' 9 2 1/2" MAiN LiNE .75 960' @ 2" MAiN LINE 6.3 1 1/2" R.C.V. ASSEMBLY 3.6 LATERAL LINE LOSS ( 5.0 max. ) FITTING LOSS (107) 3.7 ( UPSTREAM) ELEVATION CHANGE (+/--) 0.0 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 70.5 LOWEST STATIC PRESSURE AVAILABLE. 89.2 SET REGULATOR @: 85.0 RESIDUAL WATER PRESSURE: +20.6 PRESSURE LOSS CALCULATIONS WATER METER 'EK' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 N.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1720 206 X .433 = 89.2 PSI AVAILABLE REMOTE CONTROL VALVE # EK/24 SIZE 1 1/2" MAXIMUM DEMAND 41 G.P.M. ELEVATION OF HIGHEST HEAD 1130 QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER 114 1 1/2" PRESS. REG. (FALL -OFF) 1.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2- FLOW METER 1.2 2" MASTER VALVE .31 2 1/2" GATE VALVE 7.4 1200' @ 2 1/2" MAIN LINE 6.12 1 1/2" R.C.V. ASSEMBLY 3.6 LATERAL LINE LOSS ( 5.0 max. ) FITTING LOSS (10A) 3.2 ( UPSTREAM) ELEVATION CHANGE (+/-) 4.3 PRESSURE TO OPERATE HEADS: 35 TOTAL PRESSURE REQUIRED: 74.7 LOWEST STATIC PRESSURE AVAILABLE: 89.2 SET REGULATOR @: 85.0 RESIDUAL WATER PRESSURE: +14.4 PRESSURE LOSS CALCULATIONS WATER METER 'KK' 2" SOURCE OF INFORMATION SMR VENTURES ON -SITE DAVID HAUCK PHONE NUMBER (661) 510-3228 N.G.L. MEAN ELEVATION 1326 (NON -POTABLE TANK PHASE 2) WATER METER ELEVATION 1180 146 X .433 = 63.0 PSI AVAILABLE REMOTE CONTROL VALVE # KK/3 SIZE 1 1/2" MAXIMUM DEMAND 38 G.P.M. ELEVATION OF HIGHEST HEAD 1120 QTY, SIZE ITEM P.S.I. LOSS 2" WATER METER 1.3 1 1/2" PRESS. REG. (FALL -OFF) 7.2 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 0.0 2" GATE VALVE 1.2 480' @ 3" MAIN LINE .91 1 1/2" R.C.V. ASSEMBLY 3.6 LATERAL LINE LOSS ( 5.0 max. ) FITTING LOSS (109d) 2.6 ( UPSTREAM) ELEVATION CHANGE (+/-) 0.0 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 59.01 LOWEST STATIC PRESSURE AVAILABLE 63.0 SET REGULATOR @: 85.0 RESIDUAL WATER PRESSURE. • +3.9 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. IRRIGATION PRESSURE LOSS CALCULATIONS COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH - TR 29741 15 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION PRESSURE CALCS / BOOSTER PUMP DETAILS of 45 sf FOR: I W.O. I uV V lv I r FILE NO. 11 pr i �Wf aI177jff %I 7&m: dY—jr . Fina" m DK k�' I21,2 PIPA mm_sn�_ IN C; MATCHLINE SEE BELOW LEFT rrrr r r� r� r_ r r rrr� r �� r r ��■ r r �, r r� JA u r _ _ 115 5 ;.............._..._..._..._....—......_...._. r __ _... ... _ ...—...._..._..._ ..-.__.... __..... —� i_....__... T....._...._...-, - - _.._.._......_.. _ �2 i I s — -. �c- s" / f 5 ) i j i ;I 34 DK I I I 32 Dk I I � i Ilr2ii 37 i ley" 4l jl j l 0i2 " 46 i I 5 lily I /1 NNb0 I I I I I i COMMERCIAL I COMMERCIAL � L07•$7 I LOT 88 A AVE. r l / I 1 ra 54 PE=1 155. I I IMIT OF WORK I I N 53 PE= 1 15� 52 PE=1 16( 51 PE=116z' 50 . PE=1163 Y ... . "'-•C ��-•__._.._. ._.—._.._....-..._.._.._.._..�_ 9 DK W vK I�� IS 1 C/1 1L2 39 64 6 PAAAIMYRITA A >>� B 741 CSA - APPROVED Underground Service Alert Call: TOLL FREE —i a L SCALE 1-800 1"=30' i 227-2600 L TWO WORKING DAYS BEFORE YOU DIG - SEE SHEET I-1 - I-5 FOR IRRIGATION NOTES, AND DETAILS " �-- - _ KE AP '•s Oe-3o-os CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 06-30-05 et — SUBMITTAL VpNDSCAP' ,Z S 1 T E S C A P E s COUNTY OF RIVERSIDE SHEET N0. 06-09-06 nd — SUBMITTAL TRANSPORTATION DEPARTMENT ��,o ry rOi fq ,'I'„"�"�j — COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING v aD x a COUNTY SERVICE AREA - 126 PERMIT HAS BEEN ISSUED. / 09-07-06 rd — SUBMITTAL rrE3 APPROVED BY: �� +� �y Landscape Architecture NOTE: APPROVAL BY THE I9 �2782�"'�'� 9 SPRING MOUNTAIN RANCH — TR 29741 and Planntn p p TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES , , ,,.�3195-8 Air ort Loo Dr.,THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE .ICosta Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Z ■o HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL '��(949) 644-9370 (714) 210-�3140 FAX DATE: qr�� IRRIGATION PLANOR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE qIV1L E` Q PREPARED BY: OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �'0F GA��F � Q •e Of` Cps\F REVISING THE PLANS FOR APPROVAL. BY THE COUNTY. DATE 9Y MARK APPR. DATE Pt A 7- 26- O 7 EXHIBIT REVISIONS SCALE: FOR: W.O.COUNTY ENGINEER COUNTY RECOMMENDED BY = DATE: JOB N0. 04-033 TR 29741 Richord Polhamus, License CA-#2752 DATE: HOR: VERT• FILE NO. a III 1 ! u 22 l L i i. i 28 is i 's _ ____. I' I LL // F 26 I: 31 I 24 is II 1 \�(\ , % I" � ./ •�'„ 11,� O ,v0 / r ft 50 41 I I I 1,ATER METER _ � - ,% -i �'' / � g 7i� 1 i /%jam) ��/-%�/. •(•/�/,/ li I ,i, _ — / Y%' / I h I I � E '' 1 _________ I __________________________J ___ ------------------------'il' — CONTROLL R LOCA��E3N ---------------------------a - - I ..... .........2...... 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CONTRACTOR TO PULL (3) CONTROLL 1, 211 42 .... ..1�' ,.... _ --....-..-...................._......_.._.....-....................._....... _ �'y G�i�F� jiS \\ \ �� / 8 7 2y 1 .. 7 WIRES AND (1) COMMON WIRES TO FK `...................._...... ,11 TRACT BO DARY THIS LOCATION FOR FUTURE ENTRY LANDSCAPE..LABLE WIRES AND ., II FIG " ., c.� 9�. Q S'� • . � / ," 26 2 FK �I LOCATE IN A CABLES VALVE BOX WITH 5 Fk' "' I 1 I6 \ �, \ �\ It ...26 - /z 30 .. ... ..12 FK \. A 36" LOOP TO WIRES 4 L pk / , 2 Ile PE_ I I z 34. .. 43 : 1` 23 \F - I BASIN J200 \ \\ � ^ 19 FK zz FK ; / \ \ I /21 19 PE= 1187. 0 \ \ \ \ \ I I/Z jr 8 Ito \ \ \ ly°It \ • a a , , I° 1 1 S IT II \ IMF r _k 1 f, 7/'t'\/i ,. •x 1 I,..I..1: >l ''CG,��i.' \ \ . ` ?r i = \ .c' 1i _ l , , t 1 1 '«+i :a rl_ ... :�,., '- fir. ' ��L.,,. - � � \\ ., \ ` \ ,t , I • r / , ' - _ = Underground Service Alert.' _ Coll: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OB-30-0 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-30-0 COMMENCE. UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 06-09-06 PERMIT HAS BEEN ISSUED. 09-07-06 THE PRIVATE ENGINEER SIGNING THESE PLANS ISRESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE. PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK .. - rnironlcro VA @@{{pper� CS ,� :„::w:=:::: �®�-Etll � 1 APPROqqq ppp ,pq ��'I SCALE SEE SHEET I-1 - I-5 FOR IRRIGATION NOTES AND DETAILS°°30' , J ATION DATE SEAL �fY COUNTY OF RIVERSIDE SEAL ' - SUBMITTAL VpND5C4p S I T E S C A P E S SHEET N0. SUBMITTAL TRANSPORTATION DEPARTMENT Eo s COUNTY OF RIVERSIDE —SUBMITTAL QROFESS/ APPROVED BY: yA4`ap,Ua.rnc"If 4!! Landscape Architecture -- ---- COUNTY SERVICE AREA — 126 ��4�� o A. oTy �` Z�BZ °s '�� and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH — TR 29741 I-10 �P3195—B Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES No. 33950 Z '1' NATURE r("(949) Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. * Exp. 6/30/06 � R 2 LA oA,E �Q 644-9370 (714) 210-3140 FAX IRRIGATION PLAN 45 CA�\F��\F ` DATE: •9%�. 0, PREPARED BY: 7 OF SHTS. APPR. DATE T L. 7 �li- O ] EXHIBIT REVISIONS SCALE: FOR: W.O. COUNTY COUNTY RECOMMENDED BY DATE: JOB N0. 04-033 TR 29741 Richard Polhamus, License CA-#2782 DATE: HOR: VERT: FILE N0. 9/5/06 9/5/06 9/5/06 NG MOUNTAIN RANCH - TR 295970-1 NING AREA 1 WITHIN SPECIFIC PLAN 0323) ��►niu.7��►r� PLANS R11/ERSIDE COUNTY Qwner/Applicant 5MR Ventures, LLC 2710 Lokler Avenue 'West, Suit Carlsbad, California 92008 (760) 910-6797 e 350 GENERAL NOT`ES"s I., All work shall conform to the: requirements of the County of Riverside County Service Area Landscape Standards booklet. 2. All construction shall be in conformance with current local building codes, permit requirements, and health and safety requirements. 3. See C&A. Landscape Standards Booklet for planting and irrigation details. 4. Contractor shall obtain a copy..:of the most current C.S.A. Landscape Standards Booklet. Contractor shall have booklet on site at all times during:construction along with approved plans for reference and inspection. 5. Contractor shall notify CSA 126 representative at least 48 hours in advance requesting any inspections required. 6. Contractor shall contact the G.P.S. as -built mapping company a minimun of 48 hours prior to the scheduled mainline hydrostatic pressure test This is to schedule the G.P.S. mapping of mainline while the trench is open and the mainline is exposed. COVERAGE TEST When sprinkler system -is completed, perform a coverage test in the :presence of the County's Representative to determine if the water coverage for planting areas is complete and adequate. 'Furnish all materials and perform all work required to correct any inadequacies of coverage :due to deviations from plans, or where the system has been willfully installed as indicated on the drawings when it is obviously in without bringing this to the attention of the County's Representative. This test shall be accomplished HYDROSTATIC TEST All hydrostatic tests shall be made only in the presence of the County's Representative, or other duly authorized representative of the County: No pipe shall be backfilled until it has been inspected, tested, and approved in writing. Pressure supply lines shall be tested under a hydrostatic pressure. iof 150 pounds per square inch for a period of four hours. COMPLETION A. Upon completion of the work, make ground surface level, remove excess materials, rubbish, ect., and remove construction and installation equipment from the premises. B: Supply as part of this contract the following tools: • Two Wrenches for dismantling and adjusting each type of sprinkler head supplied. • Two keys for each automatic controller • Four quick coupler keys with attached hose swivels. • Four of each type ofall types of sprinkler heads and nozzles • Two keys for enclosure lock. • Two cover lifting tools for valve boxes • Two Cal -Sense radio remote operating devices for irrigation systems C. The above equipment shall be turned over to the County at the conclusion of the project. Before final acceptance clan occur, evidence that the Owner has received materials must be shown to the County's Representative COMMUNITY WALLS, AND MONUMENT SIGN NOTES * CSA-126 to maintain graffiti removal only on community walls, monument walls & pilasters. * Private homeowners or HOA to maintain interior of, structural integrity of, and vandalism caust�d by others for all community walls, monument walls and pilasters. * Any entry monument lighting and its electrical power source is to be the responsibility of the HOAt. BASED ON RIVERSIDE COUNTY LAND INFORMATION SYSTEM DATA 09-02-06 AVAILABE AT WWW.TLMA.CO.RIVERSIDE.CA.US PH: 951.955.3200 ASSESSOR'S PARCEL #: 255-180-022 (Came From: 255-180-010) 255-190-016 (Came From: 255-180-020) 255-190-017 (Came From: 255-190-011) 255-200-016 (Came From: Not Available) MAIL TO: 255-200-016 C/O TITO VLARDO 16461 SHERMAN WAY 325 VAN NUYS, CA 91406 255-180-022, 255-190-016, 255-190,017 (OWNER NAME NOT AVAILABLE ONLINE) 3130 BONITA ROAD, SUITE 200B CHULA VISTA, CA 91910 LEGAL DESCRIPTION: Underground TOWNSHH'/RANGE: Service Alert ZONING: Call; TOLL FREE . ADJACENT ZONING: 1-800 227-2600 GROSS ACREAGE: TWO WORKING DAYS BEFORE YOU DIG TOTAL NET ACREAGE: NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. ...... THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE - FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. NOT AVAILABLE T2SR4W SEC 9 MDR, OS-R, PF/ SP ZONES (CZ 65359 6702) MDR, OS-R, PF, RM/ SP ZONES (CZ 6535, I R-A-10/ SP ZONES (CZ 6350) 106.62 ACRES :ATION DATE - SUBMITTAL — SUBMITTAL — SUBMITTAL EXHIBIT REVISIONS FOR CSA SLOPES CALIFORNIA Exhibit Preparers s r s c P E s Landscape (949) 644-9370 3195-B Airport Loop Dr., Architecture FAX (714) 210-3140 Costa Mesa, CA: 92626 & Planning Richard Polhamus, License x 2782 s VICINITY MAP Thomas Guide (2002); page. 646, E-7 SHEET INDEX SUBMITTALS T-1 TITLE SHEET 1st Submittal - 08/26/05 � PROJECT SITE 2nd Submittal - 02/20/06 PHASE 1 C-1 CONSTRUCTION NOTES & LEGEND CV w W C-2 CONSTRUCTION PLAN 3rd Submittal - 09/07/06 (Planning) r w a C-3 CONSTRUCTION PLAN C-4 CONSTRUCTION PLAN PIC❑ ¢ z STREET C-5 CONSTRUCTION PLAN CSAe"�"` wop�-"vL� L, > C-6 CONSTRUCTION PLAN ?< �✓ Z W MAIN STREET FZ C-7 CONSTRUCTION PLAN C S A 5 e r-vv cP- 1--1r`e ti. 1✓Lah c air �P CENTER ET C-8 CONSTRUCTION PLAN c ®m ro �, , ii5 S_e r V D (,e O Q SPF EET - C-9 CONSTRUCTION PLAN Q ry p s a -e rl Couh}� �,177-�. .� VIC a PIGEON pASS C-10 CONSTRUCTION PLAN OY -� / Z- 0 6 Z 2~ I- 02 Li > ; C-11 CONSTRUCTION PLAN //1LL PALMY ZITA A ENUE f Q d C-12 CONSTRUCTION DETAILS V COLUM IA AV NUE C-13 CONSTRUCTION DETAILS APPROVALS Q C,O MARLBEROUGH VENUE I-1 IRRIGATION DETAILS LL Q �.�.. M BOX SPRINGS MOUNTAINS PARK I-2 IRRIGATION DETAILS l^ J 1-3 IRRIGATION NOTES, LEGEND & DETAILS v, so 0 1-4 IRRIGATION OVERALL MAIN LINE LAYOUT PLAN CV U N.T.S. I-5 IRRIGATION PLAN Z ULJ L) 1-6 IRRIGATION PLAN 1-7 IRRIGATION PLAN 1-8 IRRIGATION PLAN T (/J O 1-9 IRRIGATION PLAN I-10 IRRIGATION PLAN Z U SITE LOCATION Imm- 1-12 IRRIGATION PLAN Z_ Z 1-13 IRRIGATION PLAN REVISIONS LO I— Z mn ..................................._.........:::__.. --4r - P-1 PLANTING NOTES LEGEND &DETAIL S ar P-2 PLANTING PLAN (TREES & GROUNDCOVER) CM P-3 PLANTING PLAN (TREES & GROUNDCOVER) O ^J^ P-4 PLANTING PLAN (TREES & GROUNDCOVER) f {.L P-5 PLANTING PLAN (TREES & GROUNDCOVER) W j P-6 PLANTING PLAN (TREES & GROUNDCOVER) Q Q W P-7 PLANTING PLAN (TREES & GROUNDCOVER) ^ P-8 PLANTING PLAN (TREES & GROUNDCOVER) W i P-9 PLANTING PLAN (TREES & GROUNDCOVER) CD Q M P-10 PLANTING PLAN (TREES & GROUNDCOVER) 0 LL P-11 PLANTING PLAN (TREES & GROUNDCOVER) C= U ry7rLU �RTG P-12 PLANTING PLAN (SHRUBS &VINES) Z f/; U� `F%=' 1 P-13 PLANTING PLAN SHRUBS & VINES) �R \� T �� , ` =" P-14 PLANTING PLAN (SHRUBS & VINES) v LJ EE C-2 I� I- I r P-15 PLANTING PLAN (SHRUBS & VINES)EE P-16 PLANTING PLAN (SHRUBS &VINES) JOB NO. ill 2`,` M P-17 PLANTING PLAN (SHRUBS & VINES) Z Q - ,`I I1v;•� �j '< P-18 PLANTING PLAN (SHRUBS & VINES) 04-044 Z J -�� TRACT ® — 29741 /t.,�,,"i." M `1-�� =-;'-;..:,. P-19 PLANTING PLAN (SHRUBS & VINES) P-20 PLANTING PLAN (SHRUBS & VINES) P-21 PLANTING PLAN (SHRUBS & VINES) DATE P-22 SPECIFICATIONS KEYMAP r "s. P-23 SPECIFICATIONS 8/23/05 C-10 P-10 �-= a -I r` -I r` Ec r? I, SITESCAPES, INC. HEREBY CERTIFIES THAT THE ,DESIGN, DETAILS AND SPECIFICATIONS AS HOLD HARMLESS CLAUSE: 3++" REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE :-ARCHITECTURAL STANDARDS. SITESCAPES, INC. CANNOT GUARANTY THE QUALITY QF bbNSTRUCTI.O.N, INSTALLATION OR MAINTENANCE OF CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL � PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL S DESIG C F I DISCLAIMS ANY FUTURE LIABILITY IMPROVEMENTS A NED 'AND/OR„SPE I IED HERE N�, AND DI �� i" ✓ RESULTING IN PERSONAL INJURY AND/OR PROPERTY`"DA.MAGE RESULTING FROM 'DEVIATIONS. DEFEND, INDEMNIFY, AND HOLD THE OWNER/DEVELOPER, RHWC, COUNTY OF LOCAL JURISDICTION, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR r' SITESCAPES, INC. IS NOT RESPONSIBLE FOR THE AMQONT OR FREQUENCY OF IRRIGATION ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF, THE WATER APPLIED TO THE PROJECT DURING CONSTRUCTION' OR THEREAFTER. OWNER/DEVELOPER, THE RHWC, COUNTY OF LOCAL JURISDICTION, OR THE ENGINEER.ms �O /3 'POSoo3/7 �+ SEAL -COUNTY COUNTY OF RIVERSIDE SEAL — --- ---- - — SHEET No. �ANDSC4p S I T E S C A P E S COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ��o a wrBi F� /� — — NOTE: APPROVAL BY THE COUNTY SERVICE AREA — 126 N QR�E�/ APPROVED BY: �� a*� x� 9P r—(j Landscape Architecture �p TRANSPORTATION DEPARTMENT IS FOR SPRING MOUNTAIN RANCH V �t9��pA, pTC �` 2782 `°sy'� r'^ and Planning WORK IN THE ROAD RIGHT—OF—WAY ONLY. TR 29597,-1&-2 Tl a Costa Airport Loop 26 LANDSCAPE PLANS FOR CSA SLOPES No. 33950 ? Costa Mesa, CA. 92626 t) Exp. 6/30/06 81-,2 SJ, �Q (949) 644-9370 (714) 210-3140 FAX TITLE SHEET c fJ CIV1� �P DATE: 9P ml.,o- Q= OF 51 SHTS. 0 q �' 0 PREPARED BY: APPR. DATE CAU�F �, C., U �7-26-O7 OFCA�\E SCALE: FOR:SMR VENTURES W.O. 04-044 COUNTY a COUNTY RECOMMENDED BYE DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA-#2782 DATE: 08/23 05 HOR: VERT: FILE NO. 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. MA DATE - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS LHSIJ CONSTRUCTION NOTES 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative. 2. See grading plans for vertical control. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences exist that may not have been known during design. Such conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor shall assume full responsibility for all revisions due to a failure to give such notification. 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to accomplish construction operations. 6. Concrete surfaces shall be formed with long, smooth gradients to reduce dips, abrupt changes and sharp transitions. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where applicable. All forms must be inspected and approved prior to beginning that phase of the work 8. All concrete flatwork to be 3 1/2" minimum thickness and located as shown. Concrete will be of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. Concrete shall have a compressive strength of 2500 PSI in 28 days. Uses of admixture shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete that has been pretempered by water or cement after concrete has partially hardened, is not acceptable. Concrete shall never be covered with sheeting of any land. Periodic tests of compressive strength of concrete shall be made in accordance with ACI 301 to verify that it meets design requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in accordance with ACI 301. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at IT o.c. and at corers; scorelines at 6' o.c. or as shown of plans and in accordance with all local codes. 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Refer to appropriate plans. 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation shall take precedence. 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade preparation per the soils report. 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, etc. for all hardscape paving, wall footings, etc. 14, For masonry and wood construction notes, if any, refer to separate list of requirements within this package. MASONRY NOTES 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be installed per manufacturer's specifications and per industry standards. 2. Concrete shall be machine mixed. Proportions to be 1:2 1/2: 3 1/2 by volume using a maximum of 7 gallons of water per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of 2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be type V from tested stock per ASTM C-150, unless otherwise approved. 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be a minimum of fm=1500 PSI. 4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum parts lime putty or hydrated lime and 2 1/2 to 3 parts clean washed sand. Mortar to be type "S" with lime a minimum ultimate compressive strength of 2000 PSI at 28 days. 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part Portland cement, to which may be added not more then 1 /10 part hydrated lime or lime putty and 21/4 to 3 parts sand. For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength of 2000 PSI at 28 days. 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, unless otherwise noted. 7. All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" minimum unless otherwise noted. 9. Contact Landscape Architect if site conditions are not as shown. 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in items 3, 4, 5 and 6 above. 11. For RETAINING WALLS do not backfrll with heavy equipment closer than the vertical height of the proposed wall. 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this Landscape Architect. 13. Masonry construction shall conform with all applicable codes and ordinances (Uniform Building Code). 14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: DATE: %-.ZG-ez RECOMMENDED BYE DATE: SEAL �1 t011 SCApf S I T E S C A P E 5,s10a° b PO4 4 p0, Landscape Architecture 2782 °s �� 0004 60 and Planning 3195-B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX �4TF OF CAPREPARED BY: JOB NO. 04-044 TR 29741 Richard Polhomus, License CA-#2782 DATE: 08/23/05 CONSTRUCTION SCHEDULE 1 j Perimeter Wall (Typ.) 2 Top or bottom of manufactured slope - Per Civil Engineer Plans (Typ.) 3 Standard County Sidewalk - Per Civil Engineer Plans aRight -of -Way Line (Typ.) QStreet Light Location - Per Civil Engineer Plans (Typ.) _./ Concrete "V" Ditch (Typ.) Water Meter Location (Typ.) �� Fire Hydrant Location (Typ.) 9 ) Utility - Per Civil Engineer Plans 10 AC Trail/Service Road Paving - Per Civil Engineer Plans 11 Detention Basin: Bottom of basin to be fallow land. 12 Beam - Per Civil Engineer Plans 13 Drainage Inlet Structure - Per Civil Engineer Plans LIGHTING LEGEND DESCRIPTION WATTAGE LAMPS MOUNTING WATTS TYPE WALL FLOOD LIGHT - ORGATECH OMEGALUX #12-132TR-SGA-NFU 36 32 PL. AT GRADE NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT--OF-WAY ONLY. fw l VERT: COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH C_1 TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN (NOTES & LEGEND) OF 51 SI FOR: SMR VENTURES W.O. D4-044 COUNTY FILE NO. aB-23—D5 CREATION DATE SEAL —COUNTY ` GOUNTY4-OF;RIVERSIDE SEAL NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT °B-2B-D5 let — SUBMITTAL � " 9 0, DSC4p S 1 T E S C A P E s COUNTY OF RIVERSIDE SHEET NO. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING os-20-o nd — SUBMITTAL ESS/ TRANSRORTATION DEPARTMENT �QEo0.o PB�Nt �P PERMIT HAS BEEN ISSUED. D9-07-a rd—SUBMITTAL QQ� A aYQ APPROVED BY. a� �` �y Landscape Architecture -- --- — COUNTY SERVICE AREA — �26 ` �p p7 �`' `` 2782 `s 'r w` and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH �zP� tip- TRANSPORTATION DEPARTMENT 1S FOR TR 29597,-l&-2 C-3 /{J 7 ,.� 3195—B Airport Loop Dr., THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE x No. 33950 z "� �• S O / f Q, Costa Mesa, LANDSCAPE PLANS FOR CSA SLOPES CA. szszs .WORK IN THE ROAD RIGHT-OF-WAY ONLY. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 �� (949) 644 9370 (714) z10-3140 FAx CONSTRUCTION PLAN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL % �h _m OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `Pq CIVI\. �P DATE: '9J' acN1a'"-OQ` PREPARED BY: 51 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �OF CALIF L � / OF CA��E of sHTs. REVISING THE PLANS FOR APPROVAL BY THE COUNTY, DATE BY MARK APPR. DATE ,p� LJ 7—z6-!%% ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BY: DATE: JOB N0, 04-044 TR 29741 Richard Polhamus, License CA—#2782 DATE: O8/23/O5 SCALE: FOR:SMR VENTURES W.O. 04-044 COUNTY _ HOR: VERT: FILE No. 5 Jl� PE= 1193.1-90 , 92 4 / r PE— 1 188. 1 \ PE_ E=1 183.3 Q� / , i \ '\ TR. 29597-2 xx 74.5 /j PE=1182.1 ji; PE= 1178.4 xx PE=17 73.5vv II 1203.0 7 xx PE= 1210.4 4 PF PE= 1773.2 PE= 12 % f xx r` ;" •,,, �; / / ; �� ; / ; ` PE= 1203.8xx Ix r r T PE= 1 769.0124 xx xx I PE = 1166,3PE164, O^ / PE —1167.3 PE=1193.2 r \\'+ I, t - �w / ,� it I /' ''r // --- --- • `% ` /l XX �'('^r� \ >+a. � nl9 �..t °'�l� ra,'^x�t„".��• „\�i B, �,�. '� ,.>;,.. � j / / , _ v. �,..'�T/Tq`°�,� „ p...t ,s 7 I > tta.�aA y ai ..'e. Nr.� '•rs vS"4f'ru! rR L &. / / I , f P 1200. s .',.. A'— di, ,a `�., ,c:... x,: t`..1. _na av / ..y,..... kYr�i azb3s4\�i': >• , .a ,,:a:. ,yr/ , r / �/ j I f'R'. .. f � 7 If r tl _ ' � a ` r�'\ \� . `�1 ems' l _ "�.`�' =""', f� .,_.,• .,�..•...�,:. Underground cej,. Ser,ul.. Alert y}> I\ g y. �(, � & • � \ i ' TRACT Coll;w O,LL FREE O f !: • z i Z 2s7at y ,fit eq j ; {T E_t 7t1800 ;1' Url y SCALE 227,;2600 i �j +y, 1 _30 t TWO WORKING DAYS BBFOR gY,QU DIG ?i�'� n �; Z D ..� �` rlle ' KEYMAR "; _r 'r :: ' 'h ""• OB-2}C5 1, CREATION DATE :' „qzl S;` SEAL -COUNTY COUNTY OF. RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. NOTE WDRKCONfTAINEDWITHINF�j//ESEPLANSSHALLNOT 4826-05 .`-s°B"",TAL.' -TRANSPORTATION DEPARTMENT o`ANoscApf S 1 E S C A P E S COMMEN:,CE UNTIL AN,ENCRDA(5"' N7 PERMIT ANDADR GRADING o:=zo-aB a-suBMnra.. �ypF.ESSj APPROVED BY: y��PU tirDL ��o�cy� Landscape Architecture COUNTY SERVICE AREA — 126 ! ' , 0947—OB .I d — SUBMITTAL Q PERM/T HAS BEENaz/SSUED. ; ++ :. �4��oA=o4 ZTBz s n and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH TRANSPORTATION DEPARTMENT IS FOR TR 29597,-1&-2 C-5 3195—B Airport LoopDr., ,. cD y z * * > Costa Mesa, LANDSCAPE PLANS FOR CSA SLOPES No. 33950 CA. s2s2s WORK IN THE ROAD RIGHT-OF-WAY ONLY. :THE PRIVATE ARCHITECT4�SIGNING THESE.Py.ABILIT RESPONSIBLE ( - CONSTRUCTION PLAN FOR AS5U ING THE AC 11RACY AND CpEPTBILITY OF THE :DESIGN Exp. 6130106 8 Q� Q q S� a>E (949 644-9370 714 210-3140 FAX T HEREON IIN THE EVEN OP DISCREPANCi1=ux'•:' AFTER COUNTY `APPROVAL '' ' Q- DATE: q 51 OR DURING CONSTRUC7TR�1; THE PRILIATD�+<NGINEER SHALLBE *� `q�, CIV1�:\ rE'DEPe"`9"�FOQ' PREPARED BY: OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEP,.TA'BLE SOLUTION AND - OF CALF � � •` / CAS .REVISING THE PLANS ":.APPROVAL. -BYE THE COUNTY. DATE BY `MARK APPR. DATE %-1G-B7 SCALE: —1-CO ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: JOB N0. 04-044 TR 29741 Richard Polhamus, License CA-#2782 DATE: 08/23/05 HOR: VERT: FOR: SMR VENTURES W.O. 04—D44 FILE NO. /5/06 ,r: Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE ,. FOR ASSURING THE ACCURACY AND ACCEPIIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES.AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE ATION DATE SEAL -COUNTY COUNTY OF RIVERSIDE - SUBMITTAL -SUBMITTAL TRANSPORTATION DEPARTMENT - SUBMITTAL�iCly4, APPROVED BY: P � �x v� N0. 33950 z Exp. 6/30/06 CA �F\P DATE: EXHIMWAPPR. gj��%-1-e RECOMMENDED BY DATE: I I i I I I 1 I 1 I I- . SEAL au °P zN14 7j S 1 T E S C ,A P E S 5 `�e vG y�---�IfS.. Landscape Architecture 4 Q 2782 s n and Planning -f L_ * ,`� 3195-8 Airport Loop Dr., Costa Mesa, CA, 92626 (949) 644-9370 (714) 210-3140 FAX 9�F °,"100� PREPARED BY: JOB NO. 04-044 TR 29741 21 PE= I / 9 6.3 SCALE 111.30' 'NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT--OF-WA.Y.ON.LY. PE= , \ \ 19 PE= 1198. C 20 PE=1197.1 ncimMr �/ COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH C_7 TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN OF 51 SHT FOR: SMR VENTURESI W.O. 04-044 I COUNTY FILE NO. Underground Service Alert Cali: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIESAFTERCOUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ATION DATE I ISEAL—COUNTY COUNTY OF RIVERSIDE - SEAL -SUBMITTAL TRANSPORTATION DEPARTMENT a\.N oSC4 - SUBMITTAL A. PO(N 4,y - SUBMITTAL �Q D0 APPROVED BY: �`' Q.�a� 2782 �'�' s Q x No. 33950 Z /� Exp. 6/30/06 V p \ U'J. CIVIC. �Q DATE: APPR. DATE 9�OF CA��E �� 4/+. 7-.2 �� ® 7 FOF CA��E� EXHIBIT REVISIONS COUNTY RECOMMENDED BYE DATE: JOB NO. 04-044 TR 29741 S I T E S C A P E 3 Landscape Architecture and Planning ;� 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY a se CA—#2782 LIGHTING LEGEND DESCRIPTION WATTAGE LAMPS MOUNTING WATTS TYPE fn WALL FLOODLIGHT - ORGATECH OMEGALUX 36 32 PL. AT GRADE #12-132TR-SGA-NFU ! I 33 PE= 1174.5 �15 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. SCALE: PL 4% KEYMAP COUNTY OF RIVERSIDE COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION PLAN FOR: SMR VENTURESI W.O. 04-044 I UUUIv I T FILE NO. SHEET NO. W 6 • OF 51 SHTS. i B Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �i qN" APPROVED ! 6USA 1 �o�{ SCALE ATION DATE SEAL —COUNTY ''I 'o COUNTY OF RIVERSIDE - SUBMITTAL - SUBMITTAL TRANSPORTATION DEPARTMENT - suBMITTAL PESS/p APPROVED BY: &� c A. , sf CIVI1 �P DATE: DATE Bl' MARK APPR. DATE 9�OF' CALF [P ,n _2`Z(i —O ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: SEAL I T E S C A P E S Landscape Architecture and Planning j 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT—OF—WAY ONLY. IBC T mmr \/ COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH C_9 TR 29597,—1 &-2 LANDSCAPE PLANS FOR CSA SLOPES CONSTiZUCTION PLAN OF 51 sH JOB NO. 04-044 TR 29741 US, License GA - DATE: HOR: VERT: FOR: SMR VENTURESIW.O. 04-044 1 FILE N0. I LIGHTING LEGEND DESCRIPTION WATTAGE LAMPS MOUNTING WATTS I TYPE WALL FLOODLIGHT - ORGATECH OMEGALUX #12-132TR-SCA-NFU 36 32 PL. AT GRADE ImiLAA&IT 0F� 0 RK r7--------- , ''........ .. . r TkACT,B0UNDARY . ...1, " . .. . .......... .............................. ...... . .............. .. .- . � ......... .......... .............. 7 7� T I Z I LAGtMo ... . ...... .... 7' C-1 It 3 . ..... ........... /,39 _zz--:_/Z4U F-T -T1TI -T _LVIr ... . ...... .. ..... TI .. ......... .... ......... . . .......... . ..... . . ... . ... . ....... ... 7-L71T --T 1T �-,.T-TITITI T_ 7-1 7 _171-L— ti -AT - 11 1VT1 ------- 1_1 _�T.L_l _L T L. 171 -L. _L_. L7 A 7 ALIGN LU/ SAIC-< 70 PE= 721,3.6 ------------ -------------------------- .... . ...... - - - - - - - - - . . - - - - - T I I -T-i 2T IT _2 ------ ---------- -0 -e6 - ----- ----------- 7 _4 ------- - -- . . .... 42 13 ---- - -- -------- - ---------- -7 A-14 _------------------------ -------- ---- --------- 43 rt 69 68 i PE= 122 0.J 1 67 -7 4 D -12 q PE2 I PE= 1234.6 66 PE= 12,3 y i�d) A�_ -y 656. PE= 124J. 1: 64 45 if -tPE_ 1246.7 -------3 I- --- III ----------------- PE 7248,8 _j ----- ------ --------- ------ -------- 62 it PE= 12 61 --- ---------- 504 ---------- 60 PE- 1252. 1 PE= 1253.7 ---------------- it, ------------------ I it I I r( I 1 1; / \ �. ---------- -- --------------- ---------- 59 ----------- ------------- ------------------ ------ - ----- -------- -- ---- -if- PE- -------- ------ x -------- - ------ ---------- --------- ------ ------- --- - -- ------- 61 ---------- ------ -------------- - ------------- ;i; 57.7 ---- - ----- ------ 11 - ----- ---------- --------- ---------- ------- 1255, J -------------------- 58 -,50 PE= 12 ---------- ------------------ ---------- - ------------- ------ - - --------- ------ ----- - ------ --- - -- 57 7 - - - -------- P --------- - - E= 1260.4 Ny_ — Jz,, A Underground APPROVED TRACT Service Alert 7�1 Call: TOLL FREE 29741 —800 SCALE z 227-2600 1 =30' TWO WORKING DAYS BEFORE YOU DIG 1. KEYMAP 08-23-05 CREATION DATE SEAL -COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET NO. 08-26-05 let et -SUBMITTAL 1� \.N% C4 5, 1 -F IIE III[; A P IIE ],9 NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT Put COUNTY SERVICE AREA - 126 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-o' ?nd - SUBMrFrAL If APPROVED BY: k. 4 1 Landscape Architecture PERMIT HAS BEEN ISSUED. 09-07-05 3rd - SUBMITrAL A. 0 7 00 A for- and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH C-1 1 ^413195-B Airport Loop Dr. TRANSPORTATION DEPARTMENT 15 FOR TR 29597,-1&-2 r Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ARCHITECT SIGNING THESE PLANS 15 RESPONSIBLE No. 33950 FOR ASSURING THE ACCURACY AND ACCEP11BILITY OF THE DESIGN L1111 Exp. 6/30/06 d&6IlI ry�1h (949) 644-9370 (714) 210-3140 FAX CONSTRUCTION PLAN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL J " 1 666"wimml6iiiiihidI DATE; PREPARED BY: OF 51 SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CALIF„/7, REVISING THE PLANS FOR APPROVAL BY THE COUNTY- BY MARK APPR. DATE 7-JIr 7 SCALE: COUNTY r COUNTY PECOMMENDED 9Y DATE: Richard Polhamus, License CA-�2782 DATE: 0812 / 5 FOR: VENTURES W.O. 04-044 1 [;AIRCH IT C EXHIBIT REVISIONS NO. 04-044 TR 29741 HOR: VERT- G13FT - 9/5/06 I � LEFT LEFT BLANK, LEFT BLANK INTENT10".N.A.11-A-LLY """"P�of'`yry .gym �-ar;, Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 2" E! FINISHED GRADE IN PLANTER AREAS 2" BELOW TOP OF HEADER NATURAL GRAY CONCRETE HEADER WITH SMOOTH TROWEL FINISH HEADER DIMENSIONS: 6" X 6" 1" RADIUS EDGE FINISHED GRADE IN TURF AREAS —6"�IL 1" BELOW TOP OF HEADER a 5" I' NATIVE OR AMENDED SOIL 43 REBAR CONTINUOUS ENTIRE LENGTH OF HEADER CONCRETE HEADER NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS 15 RESPONSIBLE ._ FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL _ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE - RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. E r N 2 g .._.. �.. ¢ .�'.v'_. -'� .ram!{.,tt�., 'F ...#N�.. ,va., ��b. �` ewe ✓,;.. ,.F 2....>%.v2ae�.,�_na»r� ...e. -. PILASTER SECTION AT RIGHT 2 1, Z, A„ Cn 2" k'`''; ELEVATION + EAp I Z O S DECORATI ES TUCCO PILASTER e-23--05 1CREATION DATE I ISEAL—COUNTY COUNTY OF RIVERSIDE e-26-05 st - SUBMITTAL TRANSPORTATION DEPARTMENT 2-20-06 Znd — SUBMITTAL 9-07-06 rd — SUBMITTAL QPR�AS� APPROVED BY: Y No. 33950 j$ Exp. 6/30/06 � CIVIL �� e DATE: DATE BY MARK APPR. DATE 9�OF CAG�F�„a,Q�./! .sy� / '2 4— O ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: SEAL Eo �,ANDScgPf, ♦E�y,AQ4 2782 JOB N0. 04-044 TR 29741 VV JU(. PER STIR. ENG. SECTION INTENTIONALLY C T a APPROV, .-I iz-o -e' ilS 1 T E S C A P E S Landscape Architecture and Planning -f-1 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX �:iiJ177�1:1'1 amus, 01 8" CMU BLOCK CONSTRUCTION — GROUT FILL CELL. FOOTING & REBAR PER STR. ENG. O2 PRECAST CAP QUICKCRETE #Q—E44PC. COLOR TO BE SUNBAKED CLAY #5238 by L.M. SCOFIELD W/ LIGHT SANDBLAST FINISH ( CONCRETE BATTERED BUILD —OUT AS REQUIRED W/ STUCCO "SANTA BARBARA" FINISH. COLOR TO BE "WHITE" ®DECORATIVE W.I. GRATE ATTACH TO PILASTER AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL O12" x 18" STUCCO RECESS. CONTRACTOR TO SLOPE FOR DRAINAGE O6 CONCRETE FOOTING PER STIR. FG ENG. FOOTING MUST BE SUFFICIENT TO SUPPORT BATTER & VENEER O7 WALL UPLIGHT— SEE PLAN FOR SPECIFIC FIXTURE • CSA-126 TO MAINTAIN GRAFFITI REMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. • PRIVATE HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, AND VANDALISM CAUSED BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS. • ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY SCALE: HOR: VERT: COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES CONSTRUCTION DETAILS FOR: SMR VENTURESI W.O. 04-044 I " I FILE N0. SHEET NO. C-12 OF 51 SHTS. 4 8" CMU CONSTRUCTION W/ STONE VENEER. PROVIDE MASONARY TIES © 24" O.C..REBAR PER STIR. ENG. B O2 GROUT BACKFILL TO CREATE BATTER O3 STONE VENEER: 3 4' SQ. 3 4' "MOLANO" HILLSTONE BY ELDORADO 4 SQ, 3 STONE OVER —GROUT. INSTALL PER MANUFACTURE'S SPECIFICATION 10 FOAM CAP W/ SMOOTH STUCCO FINISH COLOR TO BE SELECTED. L j_ r SLOPE TOP TO DRAIN. g a I I O5 CONCRETE FOOTING PER STIR. ENG. ;:. PRE —CAST SIGN PLACARD PER OWNER t — — I. SIDEWALK 6 :I' 2 B SLUMPSTONE BLOCK WALL TO MATCH — — — — :..I .... �,,. • :' : "i O PERIMETER WALL DETAIL.tIr 3 9 SLUMPSTONE BLOCK PERIMETER WALL BY OTHERS I. ) N _ a .. -: to SECOND PERIMETER WALL & SLOPE ju ti Y{j t''¢'i-2i an ��,�'. .. I.. ,. r}x �5✓, 23�" ' r V LOCATION t;I;; ', 11 FINISH GRADE OF MANUFACTURED SLOPES. •�•------ -- --- ��''' r't'iBOTTOM—OF—SLOPE & RATE OF SLOPE �``2 MAY VARY PER FIELD CONDITION. z SQ. 5y SQ ��: 12 WALL UPLIGHT— SEE PLAN FOR SPECIFIC FIXTURE a'r cc y..lY1i F.:r F' tale` 1�I uU e 777 12 iD 11 7 = F pp }� ..4 .. ' .. Ni"Ii ~frXi �� iill,3 `fd".�� 3� itl i::,: £ 13°� ,., >s:'Ka'Wnhf-< i a"G':. ru, Pad i'A�:�:;iWl:.:30 Cp S . + ,� .. a a T4N19�'I� d t5 4 • ,t yy I MENU <• 5 5'-6" SQ. ±9'-6" ' CSA-126 TO MAINTAIN GRAFFITI REMOVAL ONLY ON COMMUNITY WALLS, MONUMENT WALLS & PILASTERS. PER STIR. ENG. 3 PRIVATE HOMEOWNERS OR HOA TO MAINTAIN INTERIOR OF, STRUCTURAL INTEGRITY OF, p AND VANDALISM CAUSED BY OTHERS FOR ALL COMMUNITY WALLS, MONUMENT WALLS AND PILASTERS. " ANY ENTRY MONUMENT LIGHTING AND ITS ELECTRICAL POWER SOURCE IS TO BE THE RESPONSIBILITY OF THE HOA. 1 VILLAGE MONUMENT -ELEVATION FINISHED GRADE IN NATURAL GRAY CONCRETE HEADER PLANTER AREAS 1" WITH SMOOTH TROWEL FINISH BELOW TOP OF HEADER HEADER DIMENSIONS: 6" X 6" 1" RADIUS EDGE FINISHED GRADE OF D.G. PATHWAY 1" BELOW TOP OF HEADER DECOMPOSED GRANITE PATHWAY 4 INCHES OF COMPACTED, CEMENT TREATED D.G., 100 LBS. CEMENT PER TON OF DECOMPOSED GRANITE _ 4„ -I I I-1 I -I 11-Ill 1=1 I 1=1 I I I-1 11=1 I =1 I 1-1 II II II II_I I' —'1=1 I M I 1=1 I 1=1 I 1=1II I- NATIVE OR AMMENDED SOIL -III��11 I�IIIIII #3 REBAR CONTINUOUS NOTE: ENTIRE LENGTH OF HEADER ALL IRRIGATION PIPING AND WIRES ROUTED UNDER D.G. PATHWAYS AND CONCRETE A HEADERS SHALL BE INSTALLED INSIDE SCH. 40 SLEEVES AS IF UNDER PAVINGAPPROIVI!D q Underground Service Alert' Call: TOLL FREE is �' v� 'a I ` �- d 2 d 1-800 Fi — 227-22 DECOMPOSED GRANITE PATH TWO WORKING DAYS BEFORE YOU DIG 05-23-05 CREABON DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT DB-2°-Ds °t-sueMlTra TRANSPORTATION DEPARTMENT �QLANDSCgp� S I -F E 5 C A P E S COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-09 nd— SUBMITTAL Q_prrcl'Cy,, APPROVED BY: y�`��a°�P��y+�9�y A Landscape Architecture NOTE: APPROVAL BY THE COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. Ds-m-ae d —SUBMITTAL A �� 2782 °r •i �o T _ and Planning SPRING MOUNTAIN RANCH C-13 TRANSPORTATION DEPARTMENT I.S FOR TR 29597,-1 &-2 �x �2 * * ) 3195—B Airport Loop Dr., WORK IN THE ROAD RIGHT—OF�WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z;d /J �l TF(4949) COS}O Mesa, CA. 92626 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/O6 'j Vl .3) CONSTRUCTION DETAILS s ��644-9370 714 210-3140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL S �P DATE: �9j f �= 51 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �q CIVIL A F Q PREPARED BY: OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CAU�F / 7-,Z®% 0� CA�-�F REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS SCALE: FOR: SMR VENTURES W.O. 04-044 COUNTY ARCHITECT COUNTY RECOMMENDED BY � DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA—#2782 DATE: 08/23 05 HOR: VERT: FILE N0. /5/06 STAINLESS STEEL CONTROLLER, ENCLOSURE 120 VOLT ELECTRIC FINISH GRADE PIPE SUPPORT SLOPE VARIES UVR PVC GALV STEEL COUPLING GALV STEEL MAINLINE FINISHED GRADE IN TURF AREAS FLIP TOP LID, SHOWN AND ALL OF THE REQUIRED CONTROLLER, WITH PIPE FLUSH TO GRADE PIPE (PURPLE) PLASTIC ROUND VALVE BOX WITH BOLT DOWN IN OPEN POSITION COMPONENTS SHALL BE PART OF APRE-ASSEMBLED o ® MODEM IF SERVING TELEPHONE AS MASTER UNIT LINE \ #4 REBAR J-HOOK \�\ COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "QCV" ONTO LID. CONTROLLER ASSEMBLY COMMUNICATION CABLE ��\ PIPE SUPPORT GALV STEEL UNION - - - FINISHED GRADE CONTROLLER INSTALLED IN CONDUIT WIRES IN CONDUIT �� 7FT DN CENTER GALV. STEEL NIPPLE -III-III I / III=III- DUAL HYDRAULIC PISTONS CALSENSE SUPPORT LID OPEN Ip SECONDARY CONTROLLER EQUIPPED SIMILAR TO 18" III=III III -I I M QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN. ESTO SURGE ARRESTOR CONTROLLER, ENCLOSURE STAINLESS STEEL - DIMENSIONS WHEN CLOSED: 16" WIDE TOP -ENTRY 38' H x 16 W x 15.5 D MASTER CONTROLLER EXCEPT FOR ET GAGE CABLE IN CONDUIT SEVERAL SECONDARY UNITS ARE POSSIBLE GALV. STEEL FINISH GRADE, SLOPE VARIES 90 ELBOWS W/ 4" LONG GALV. ..III -III.. #4 REBAR J-HOOK DOWN DRAIN PIPE SUPPORT, TWO REQUIRED AND 7FT ON GALVANIZED STEEL MAINLINE _�_ 3" CONTROLLER ENCLOSURE ET GAGE UVR PVC SCH 40 MAINLINE STEEL NIPPLE CENTER ALONG LENGTH FINISHED GRADE -III III= '' S SEE IRRIGATION PLANS CROSSING DOWN DRAIN - _ NEMA 3R RAINPROOF RATED CALSENSE TP-1 TRANSIENT IL i .. ,I I BOTH SIDES, SEE ABOVE LEFT III —III— -_—__—_ IN SHRUB AREAS 4" MIN. (REMOVABLE FRONT PANEL g P q PROTECTION BOARD NOT SHOWN) .. _ _ _ SWING JOINT, SEE ABOVE RIGHT TYPICAL BOTH SIDES PVC MAINLINE GALV STEEL MAINLINE PVC COUPLING, 2 REQ. GALV STEEL -III- _-III-III- III=III= - (- COUPLING, 2 REQ- POWER SWITCH TERMINAL BLOCK FOR AND RECEPTACLE COMMUNICATION CABLE GALV. STEEL PIPE SLEEVE SCH. 80 PVC T.O.E. NIPPLE =1 — ° -III=III: = = QUICK COUPLER VALVE TERMINAL STRIP STAINLESS STEEL, U.L. s PVC MAINLINE 44—ki ACME THREAD / PURPLE CAP SEE LEGEND FOR SPEC. FOR VALVE WIRES LISTED, PREDRILLED, REMOVABLE BACKBOARD _ FINISHED GRADE STAINLESS STEEL CLAMP _ I GALV. STEEL NIPPLE _ FINISHED - PREFORMED ALUMINIUM PAD GRADE 0 STRONGBOX U ? — —I —� l - I GALV STEEL UNION _ _ III —III = III III- III -III III=III= _ q c ° °• ° _- " a I- ENCLOSURE MOUNTING PAD FILL BASE OF = _ O TING P QUICKPAD WITH I - 6 ,I o WITH PREFORMED ALUMINIUM I- I I III _ _ / I- I -I ---III -III-- UVR PVC SCH 40 MAINLINE ... ..III- .. - DOWN DRAIN PIPE ESUPPORTOTWO o o • 9� ��y��•° o • •° BRICK SUPPORTS 'T7o0 PEA GRAVEL TO TOP OF BASE UNIT " o STAINLESS STEEL HARDWARE I ,I DIRECT BURIAL - _ - 11 -III=III- _ TYPICAL BOTH SIDES GALV. SLEEVE = = D AND 7FT ON ON -GRADE PVC MAINLINE CENTER REQUIREALONG LENGTH CROSSING DOWN DRAIN o•o 0 �hk/ . 8�• fl °p PRE -ASSEMBLED SWING JOINT WITH ONE PIECE COMPACTED 1 1/4" PVC CONDUIT FOR - - WIRES TO-11 I. " ILII VALVES #4 REBAR J-HOOK BRASS MIPT NIPPLE SITE SOIL COMMUNICATION CABLE TO OTHER CONTROLLERS - -" PIPE SUPPORT 7FT ON CENTER GALV STEEL SLEEVE, TWICE THE DIA- OF PIPE CARRIED 3" PVC CONDUIT FOR L FS CABLE AND MCV ( � MAINLINE, SEE SPECS. CONTROL WIRES TO VALVES WIRES CONDUIT BENCH : I — GALV STEEL SWING JOINT, BOTH PVC LATERAL LINE, ROUTE THROUGH STEEL SLEEVE #4 x 36" REBAR STAKES, 5/8" DIA. x 8' COPPER 3 LOCATIONS, SEE ABOVE RIGHT —III- -III =_ 2 REQUIRED GROUND ROD W1#10 GROUND -III - SAME ASSEMBLY ON UP SLOPE SIDE WIRE AND CLAMP - i �.- I=1 I I- 18" FINISHED GRADE, SLOPE VARIES — — — — FINISHED GRADE LANDSCAPE FABRIC 1" PVC CONDUIT/SWEEP - I 3/4" ROCK, 2 CUBIC FT. FOR FLOW SENSOR/MCV WIRES 2 GALV. STEEL NIPPLE - —IIIIII I II I III III- I- III=� I I. I SECTION VIEW-N.T.S. 1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES - PVC MAINLINE, CONNECT TO SWING JOINT W/ FEMALE ADAPTER ..III -I . -1 DOWN DRAIN #4 REBAR J-HOOK _paw NOTE: PIPE SUPPORT, FOUR 1" PVC CONDUIT/SWEEP FOR TELEPHONE LINE FLOW SENSOR / MASTER VALVE REMOTE CONTROL VALVES FOR BURIED MAINLINE TRANSITION TO BELOWGRADE PIPE AT SWING JOINT NO PVC PIPE SHALL BE EXPOSED ABOVE GROUND, BURIED GALVANIZED STEEL ON -GRADE PVC LATERAL LINE REQUIRED AND 7FT ON CROSSING DOWN DRAIN CENTER ALONG LENGTH NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. 1 1/4" PVC CONDUIT/SWEEP QUANTITY AS REQUIRED PIPE AND FITTINGS SHALL BE WRAPPED IN BLACK PLASTIC PIPE WRAP. EXTEND STEEL SLEEVE A QUICK COUPLER KEY MUST CLEAR VALVE BOX. FOR ELECTRICAL SERVICE MIN. 12" PAST DRAIN EDGE IRRIGATION CONTROLLER - SID030 CALSENSE CONTROLLER SCHEMATIC - SID031 MAINLINE CROSSING BENCH DRAIN - SID036 IRR. LINE CROSSING DOWN DRAIN - SID037 QUICK COUPLER - SID021 —LOW VOLTAGE WIRES, 3 MAXIMUM HEAVY GAGE STEEL MESH FINISH GRADE OUTER CASE OF CONNECTOR PROVIDED AS PART OF ENCLOSURE CONC. PAD 4THICK " FINISH GRADE FINISHED GRADE IN TURF AREAS CONC. PAD 4" THICK — — - — CALSENSE ETG ET GAGE, USE IT PAIGE P-7172-D OR P-7171-D CABLE IN CONDUIT TO CONTROLLER FEBCO 825-YA REDUCED PRESSURE BACKFLOW DEVICE, COVER ASSEMBLY WITH A PBR16-19-46 "POLAR BEARIER° HAYWARD MODEL 72 SIMPLEX, BRONZE BASKET STRAINER, COVER ASSEMBLY WITH A PBR16-19-46 "POLAR BEARIER" (PURPLE) PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. CALSENSE ETGE STAINLESS STEEL ET GAGE ENCLOSURE — BACKFLOW DEVICE ENCLOSURE TOP ENTRY ENCLOSURE — — f SEE LEGEND FOR SPECIFICATION HEAT BRAND "GV" ONTO LID. 37 ET GAGE MOUNTING BRACKET BRASS NIPPLES MIN. 4" TYP. INCLUDED WITH ET GAGE I 5 REQUIRED FOR ASSEMBLY b BRONZE BALL VALVE, 2 REQ. STRIP AND TWIST WIRES FOR PROPER CONNECTION T-PINS WITH DRILLED HOLES FOR PADLOCKS. �� BRASS UNION I a — BRASS NIPPLES MIN. 4" TYP. 6 REQUIRED FOR ASSEMBLY _ 11/2" � FINISHED GRADE =III=III- COPPER SLEEVE CRIMP INSTALLED CONCRETE PAD 18" X 18' X 12" BEVEL EDGES FOR DRAINAGE BRONZE WYE R a e BRASS FLOW I " BRASS UNION _ _ IN SHRUB AREAS -III- ( 2 SENSOR I " - - WITH RECOMMENDED TOOL FINISH GRADE RISER LENGTH UPSTREAM OF FLOW BRASS FLOW SENSOR I III -III= III -III- I - I S �; SENSOR SHALL BE A MINIMUM :' - RISER LENGTH UPSTREAM OF FLOW =III —=III=III: INNER CASE OF CONNECTOR COMPACTED SOIL OF PIPE DIAMETERS SENSOR SHALL BE A MINIMUM - - 6" PVC CL 160 PIPE METAL ENCLOSURE BASE POUR CONCRETE V ABOVE BASE a a -_ - - -__ RISER LENGTH DOWNSTREAM OF FLOW SENSOR SHALL BE A MIN. p .. " a . OF 10 PIPE DIAMETERS a .'. RISER LENGTH DOWNSTREAM OF 4" FLANGED END GATE NOTE: = - 124' -III OF 5 PIPE DIAMETERS _ _ _ �-I I -I I I = 24" I -III FLOW SENSOR SHALL BE A MIN- VALVE W/ 2" SQUARE FILL INNER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. 1" PVC ELECTRICAL SWEEP AND - —I =III- a a BRASS MAINLINE PIPE TO _ OF 5 PIPE DIAMETERS III- - III- AWWA OPERATING NUT o 0 SEE LEGEND FOR SPECS. �' ALL WIRE ROUTED BETWEEN CONTROLLER AND REMOTE CONTROL VALVES CONDUIT FOR C GAGE CABLE NOTE: TO IRRIGATION CONTROLLER BRONZE PRESSURE REGULATOR AND MASTER CONTROL VALVE " BRASS MAINLINE PIPE G BRONZE PRESSURE REGULATOR o• '�• 3/4" ROCK, 3 CUBIC FT SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES- WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. VERIFY FINAL LOCATION WITH CALSENSE REPRESENTATIVE PRIOR TO INSTALLATION. CONTRACTOR SHALL PROVIDE TWO STEEL PADLOCKS, KEYED AS PER COUNTY BRASS ELLS, 2 REQUIRED AND MASTER CONTROL VALVE BRASS ELLS, 4 REQUIRED BRICK SUPPORTS p ('r��p 3 REQ. PER BOX REPRESENTATIVE DIRECTION, AS PART OF ET GAGE ASSEMBLY. INSTALL AN R16 "POLAR BEARIER" INSULTING COVER OVER THE ENTIRE SENSOR ASSEMBLY, "POLAR WIRES FROM MASTER CONTROL VALVE INSIDE A 1" SCH 40 PVC WIRES FROM MASTER CONTROL VALVE INSIDE A 1" SCH 40 PVC { = `�•' SCH 80 PVC FLANGES THE BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER SWEEP AND CONDUIT APPROVED WATER -PROOF WIRE SWEEP AND CONDUIT APPROVED WATER -PROOF WIRE o SOLVENT WELD OR PUSH -ON TYPE WIRE CONNECTOR - SID041 WEATHER STATION - SID032 CONNECTIONS, 2 REQUIRED CONNECTIONS, 2 REQUIRED PRESSURE SUPPLY LINE BACKFILL TRENCH FINISHED GRADE IN TURF AREAS WIRES FROM MASTER CONTROL USE TWO PVC 45 ELLS PER SPECIFICATIONS .. „-�_ ,_,,,_,,,-,,,_ -1I VALVE AND FLOW SENSOR TO WIRES FROMMASTER CONTROL VALVE AND W SENSOR q •• ON EA. SIDE TO ACHIEVE DEPTH 11I-11 III=11I-I ,. III-1 - - SECTION VIEW-N.T.S. CONTROLLER INSIDE A V SCH TO CONTROLLER INSIDE so o PROPER MAINLINE CONCRETE THRUST - (PURPLE) PLASTIC RECTANGULAR VALVE BOX WITH BOL 40 PVC SWEEP AND CONDUIT SECTION VIEW- N.T.S. A 1" SCH 40 PVC SWEEP AND CONDUIT o • ••CgP••' •�OO LANDSCAPE FABRIC, WRAP I, BLOCK, TYPICAL = = COVER, USE STAINLESS BOLT, NUT, AND WASHER. BRASS MAINLINE PIPE FROM BRASS MAINLINE PIPE FROM UP AND OVER BOX HOLES — . I= BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE WATER METER AND BALL TYPE WATER METER AND BALL TYPE CONCRETE SUPPORT =I / = MAINLINE PIPE �I EDGE. HEAT BRAND "PRW ONTO LID. NOTE: SHUT OFF VALVE NOTE: SHUT OFF VALVE POURED UNDER VALVE SECTION VIEW -N.T.S. 12" x 12" x 4" _ = PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS CHRISTY'S RECLAIMED WATER ( III=IL, iI I— =1 � )- �= UNDISTURBED SOIL S-1I1 = 1112" SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18" BELOW FINISHED GRADE NOTE: WARNING TAG- CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TEE WRENCH WITH SQUARE NUT _�� FINISHED GRADE SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP ADAPTER FOR THE OPERATION OF GATE VALVES. =I I I=I I - 2" _ _ = IN SHRUB AREAS INSTALL AN R16 POLAR BEARIER„ INSULTING COVER OVER THE ENTIRE BACKFLOW INSTALL AN R16 "POLAR BEARIER" INSULTING COVER OVER THE ENTIRE STRAINER ASSEMBLY, ASSEMBLY THE "POLAR BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER THE "POLAR BEARIER" MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER 45 DEGREE ELL 90 DEGREE ELL CHRISRECLAIMED WA II BACKFLOW PREVENTOR - SID025 BASKET STRAINER W/ FLOW SENSOR - SID026 GATE VALVE - 2 1/2" &LARGER - SID019 -III-I-11=III-III-I1=III= - _ WAR TAG. I 1 II I II III-1-I CONCRETE THRUST = = BRASS NIPPLE TYP. BLOCK, TYPICAL V B B B MAINLINE PIPE r� 2„ -1 = 11= =11 Ih UNDISTURBED SOIL • o o BRASS PIPING TO MASTER 0•% • VALVE ° ° 9� .0 BRICKSUPPORTS 4 REQ. PER BOX SECTION VIEW - N.T.S. =11 „� BACKFILL TRENCH 00P to . . . o• o d TEE PER SPECIFICATIONS BRASS UNION NOTES: 3/4" ROCK, 3 CUBIC FT. ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. LANDSCAPE FABRIC, WRAP SUPPLY LINES 2" IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE UP AND OVER BOX HOLES THRUST BLOCKING. BELL AND GASKET PIPE MAY USE PIPE RESTRAINT SYSTEMS. PVC SCH 80 T.O.E. BRASS PIPING AND FITTING NIPPLE, 3" MIN., 2 REQ. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT. OF CONCRETE. PIPE FROM BACK FLOW PREVENTER SHALL NOT BE ENCASED IN CONCRETE. OR BASKET STRAINER 'q " CSA ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE NOTE: SECTION VIEW - N.T.S. ,r��ESst,,,}}}yyy-,,.�,;�_ MANUFACTURER'S INSTALLATION SPECIFICATIONS. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREASAPPROVED UNLESS OTHERWISE NOTED. WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. USE 45 DE GR IN DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. e, $� x�.. -i py 2 0 2- THRUST BLOCKS - SID040 PRESSURE REGULATOR - SID029 %l 08-23-05 CREATION DATE SEAL —COUNTY `COUNTY OFRIVERSIDESEAL S 1 E S C A P E S COUNTY OF RIVERSIDE SHEET No. °s 25-°s °I -SUBMITTAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT E�VANDSCgp� COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. PRESS/a� A. APPROVED BY: `y�`��a�°� �Pot�'A 2782 Landscape Architecture A — COUNTY SERVICE AREA — 126 02_D°i--o5 a-svOMITTAL TAL -- NOTE: p p' E rye s r00 � _ and Planning APPROVAL BY THE SPRING MOUNTAIN RANCH I-1 Na. 33950 zn'//� Exp. 6/30/06��Q Q * * ''' 3195-8 Airport Loop Dr., costa Mesa, CA. 92626 TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION DETAILS THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN V �9 � (949) 644-9370 (714) 210-3140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE S+ P Iq CIVIL � � DATE: ��' te Q� 51 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �OF CAE�F ` 7__�G_ Q OF PREPARED BY: OF SHTS. APPR. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS DATE � 7 RECOMMENDED BY .�' DATE: JOB NO. 04-044 TR 29741 SCALE: FOR: SMR VENTURES W.O. 04-044 COUNTY ARCHITECT COUNTY Richord Polhamus, License CA-#2782 DATE: O8/23 05 HOR: VERT: FILE N0. 9/5/06 FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS RAINBIRD VB-SERIES (PURPLE) RAINBIRD VB-SERIES (PURPLE) INSTALL SPRINKLER HEAD FLUSH WITH RAINBIRD VB SERIES (PURPLE) ( PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN RAINBIRD VB-SERIES (PURPLE) FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX . E COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT, AND WASHER. EDGE. HEAT BRAND "RCV ONTO LID. BOX PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE.. HEAT BRAND "MCV" ONTO LID. SCH 80 PVC THREADED ELL BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND "MCV" ONTO LID. + POP-UP SPRINKLER HEAD, ROTOR TYPE SPARE CONTROL WIRES, PROVIDE LOOP AT EACH RCV MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS. (PURPLE) ON -POTABLE CAP _ 1/2 112" FINISHED GRADE 1112 _ FINISHED GRADE , �� 112" _ FINISHED GRADE _ _ =III=III - — — IN SHRUB AREAS =III —III = = IN SHRUB AREAS III —III—_ - — IN SHRUB AREAS = _ _ — — FINISHED GRADE T"�'t1T 1/2" —I I - - —_L1 4 �=III=III: III=III-I - — IN SHRUB AREAS =III=III=I INSTALL SPRINKLER HEAD 1/2" —I—I 4 — — —_. WATER CONNECTORS —III—III 4 —_ T� WIRE CONNECTORS 4" — — ABOVE FINISHED GRADE IN SHRUB _ III —III= III=III= CHRISTY'S RECLAIMED WATER —III—III' _ WIRE CONNECTORS — I —III- _— — - =1 _ M� III=III- M� _ _ _ _ _ AND GROUND COVERS AREAS _ = I. =i 11—I WARNING TAG. III— = — —� CHRISTY'S RECLAIMED WATER = — CHRISTY'S RECLAIMED WATER =1 11= = —I I - —- �_ CHRISTY'S RECLAIMED WATER I —I I I —I I I- I I —I I I —I I I= WARNING TAG. WARNING TAG. p a p P PRESSURE SUPPLY LINE =III— WARNING TAG. -III—III— I —III—III— NATIVE OR AMENDED SOIL P P P PVC SCH 80 FEMALE a B B PVC SCH 80 FEMALE FLOW DEPTH AS PER SPECS.PVC SCH 80 FEMALE - III— - 2" s B a _ _ _ ADAPTER ADAPTER, 2 REQUIRED 2ADAPTER, 2 REQUIRED _III —III —I =1—III—I o SCH 80 PVC UNION 2" ° o PVC MAINLINE TO RCV'S .00°•q o ° •) SCH 80 PVC COUPLING 2" • °�� •• ° O o o �09 AND T.O.E. NIPPLES g7�y. o o PVC MAINLINE TO RCV'S • ° o ° o • & o o BRICK SUPPORTS o `� 4 O'G�i BRICK SUPPORTS �P•O ° .o ° •o• PVC LATERAL LINE •Qro o�Q� � b; •o .d 4 REQ. PER BOX d•0.O��J • • Dog• 4 REQ PER BOX •$ •° BRICK SUPPORTS �� PRE -ASSEMBLED SWING JOINT 4BRICK REQ. PER BOX BRASS UNION SCH 80 PVC UNION .�oa�Q� • •ooa BRASS UNION BOX (RAINBIRD SV SERIES) BRASS NIPPLE, TYPICAL SCH 80 PVC NIPPLES PVC MAINLINE PIPE LANDSCAPE FABRIC, WRAP LANDSCAPE FABRIC, WRAP BRASS NIPPLE, TYPICAL PER SPECS. UP AND OVER BOX HOLES UP AND OVER BOX HOLES LANDSCAPE FABRIC, WRAP SCH 40 PVC SxSxT TEE FITTING 3/4" ROCK, 3 CUBIC FT. 3/4" ROCK, 3 CUBIC FT. UP AND OVER BOX HOLES LATERAL x SPRINKLER INLET SIZE LANDSCAPE FABRIC, WRAP CONTROL WIRES IN CONDUIT SECTION VIEW - N.T.S. 3/4" ROCK, 3 CUBIC FT. UP AND OVER BOX HOLES FROM FLOW SENSOR CONTROL WIRES IN CONDUIT FROM FLOW SENSOR BRASS MAINLINE PIPE AND B BRASS MAINLINE PIPE AND X4 3/4" ROCK, 3 CUBIC FT FITTINGS FROM BACKFLOW PRESSURE SUPPLY LINE SCH 80 PVC NIPPLE SECTION VIEW - N.T.S. PER SPECS. VALVE BOX SECTION VIEW - N.T.S. FITTPER SPECS. FROM BACKFLOW LATERAL LINE, SEE SPECIFICATIONS LENGTH AS REQUIRED NOTE: NOTE: FOR TYPE AND DEPTH REQUIRED SECTION VIEW - N.T.S. INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS BALL VALVE NOTE: INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. PLAN VIEW -N.T.S. NOTE: UNLESS OTHERWISE NOTED. UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP -STREAM SIDE OF INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. V EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE STRESS EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. THE MASTER VALVE ASSEMBLY. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE THE MASTER VALVE ASSEMBLY. ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS_ USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. INSTALLATION AT MAIN LINE DEPTH. USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE ANON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. REMOTE CONTROL VALVE - SID015 MASTER CONTROL VALVE - SID017 BALL VALVE - 2" & SMALLER - SID018 MASTER VALVE - SID017 POP-UP ROTOR - 6" - SID001 INSTALL SPRINKLER HEAD FLUSH WITH INSTALL SPRINKLER HEAD FLUSH WITH SHRUB ADAPTER SPRAY HEAD FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS INSTALL SPRINKLER HEAD FLUSH WITH SEE LEGEND FOR SPECIFICATION IIIIIIIIIIIII FINISHED GRADE IN TURF AREAS SHRUB SPRINKLER HEAD, ROTOR TYPE POP-UP SPRINKLER HEAD, SPRAY TYPE POP-UP SPRINKLER HEAD, SPRAY TYPE co SEE LEGEND FOR SPECIFICATION CHRISTY'S RECLAIMED WATER SEE LEGEND FOR SPECIFICATION SEE LEGEND FOR SPECIFICATION POP-UP SPRINKLER HEAD, ROTOR TYPE WARNING STICKER co HUNTER SHRUB STAKING KIT (PURPLE) NON -POTABLE CAP (PURPLE) NON -POTABLE CAP SEE LEGEND FOR SPECIFICATION MODEL #46-3551, INSTALL SCH 80 PVC NIPPLE, SIZE PER INLET (PURPLE) NON -POTABLE CAP OVER REBAR STAKE AS REQ. LENGTH AS REQUIRED, 2 REQUIRED T 1/2" 1/2" p ANTI -DRAIN VALVE -III—III—I INSTALL SPRINKLER HEAD 1/2" -III=III—I _ _ INSTALL SPRINKLER HEAD 112" SCH 80 PVC NIPPLE, SIZE PER INLET ABOVE FINISHED GRADE IN SHRUB ABOVE FINISHED GRADE IN SHRUB 1/2 LENGTH AS REQUIRED, 2 REQUIRED WHERE REQUIRED— I —III- —_—I - �—III—) I——_— - -III— —� I INSTALL SPRINKLER HEAD 1/2" REBAR STAKE, 1 REQUIRED -III—III—I —III—III—I AND GROUND COVERS AREAS -III—III= —III—III— AND GROUND COVERS AREAS I —III —III- I — — ABOVE FINISHED GRADE IN SHRUB RAINBIRD ACV SERIES 12" MIN. #4 x 30" LENGTH =III=III= III=III=III —III—III- III —III —III- _ _ — — — AND GROUND COVERS AREAS CHECK VALVE III —I —I I —I I I —_I _ OR AS SITE VANDAL -PROOF CLAMP -I I —I I —I —III—III—I = _ NATIVE OR AMENDED SOIL -III—III— —III—III— = NATIVE OR AMENDED SOIL— — — III —I I —I I I-_ „ WHERE REQUIRED REQUIRES USE IN z PLACES —III —III— III=III—III-—III—III— III —III —III- _ _ 12 MIN. =1 I_I —I =1 —III—I _III —III —I =1 —III—I - I I —I I M I —I I I —I I I —I NATIVE OR AMENDED SOIL OR AS SITE REBAR STAKE, 1 REQUIRED ULTRA -VIOLET RESISTANT PVC I —I I -I I I— I I I —I I I —I I I- REQUIRES #4 x 30" LENGTH STREET ELLS, 2 REQUIRED _III—III-1 1I =1—III—I ULTRA -VIOLET RESISTANT ULTRA -VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED PVC TEE OR ELL PRE -ASSEMBLED SWING JOINT ULTRA -VIOLET RESISTANT RAINBIRD SA -SERIES) OR PVC TEE OR ELL ULTRA -VIOLET RESISTANT SCH 40 RAINBIRD TSJ-XXX-PRS) SCH 40 PVC SxSxT TEE FITTING PVC PIPE, SEE PLANS FOR SIZE LATERAL x SPRINKLER INLET SIZE SCH 40 PVC SxSxT TEE FITTING ULTRA -VIOLET RESISTANT SCH 40 SCH R PVC PRISXSNT TEE FITTING LATERAL LINE, SEE SPECIFICATIONS LATERAL x SPRINKLER INLET SIZE PVC PIPE, SEE PLANS FOR SIZE _ LATERAL x SPRINKLER INLET SIZE FOR TYPE AND DEPTH REQUIRED —III—I —III—III- :III=III—III- = LATERAL LINE, SEE SPECIFICATIONS �-FINISH GRADE FOR TYPE AND DEPTH REQUIRED _ _ _ _ —III=III— I I—III=1 =III—III=1 I—_ FINISH GRADE I I —III —III I— 11=III=III=1 � I III=� NATIVE SOIL —III—III—I I III —I —III —I —I I- =1 #4 x 18" REBAR J-HOOK, SPACE LATERAL LINE, SEE SPECIFICATIONS PRE -ASSEMBLED SWING JOINT -III—III—III I III —III —III- -I I AT 10 ON CENTER, TYPICAL FOR TYPE AND DEPTH REQUIRED (RAINBIRD SA -SERIES OR PRE -ASSEMBLED SWING JOINT #4 x 18" REBAR J-HOOK, SPACE CHRISTY'S RECLAIMED WATER (RAINBIRD TSJ-XXX-PRS) RAINBIRD SA -SERIES G J AT 10' ON CENTER, TYPICAL NOTE: WARNING STICKER NOTE: NOTE: TSJ-XXX-P�S) ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. NOTE: CHRISTY'S RECLAIMED WATER SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. NOTE: NOTE: WARNING STICKER INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY ARC AND RADIUS TO COVER INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAY ARC AND RADIUS TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. INSTALL SPRINKLER HEADS PLUMB. ADJUST NOZZLE STREAM TO COVER LANDSCAPE DO NOT INSTALL SPRINKLER HEAD ASSEMBLY CLOSER THAN 5 FEET TO SIDEWALKS, USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. CURBS, DRIVEWAYS OR PEDESTRIAN AREAS. . "'-' .. ' - - - -'' . " .. ' .. -' -' .. " .. "" —— .. USE A NON -HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS. HEAD ON RISER - ON GRADE - SID008 POP-UP SPRAY - 6"- SID005 POP-UP SPRAY 12" - SID006 POP-UP ROTOR - 12" - SID002 HEAD ON RISER ON GRADE - SID004 SIDEWALK, CURB, ETC. COPPER MALE ADAPTER DIMENSION A7 B C D E F 1/2" TO 1 1/2" SIZE 12" 18" 18" 30" 4" 6" 2" TO 2 21/2" IN SIZE 12" 24" 24" 30" 4" 6" 3" AND LARGER 18" 24" 24" - 6" 6" =1 =1 I —III —I „ —III=1 CI —III III-1 1= — —I —III—I IV t7CFi. 4U UUNUUI I =III III=III — III=III—III—III=1 1=III—I _ III= — — —I —� I' LATERAL LINES, SEE SPECS. c a �, =I III=III III=III=III J�FINISH GRADE B B III=III III III- I— CLEAN SAND BACKFILL FLOW I= III-1I I —III —III —III —I=, II II I - If VIEW- N.T.S. —I 1=III=III=III—III—III — N , EE NOTE. III III F PRESSURE MAINLI E S 00°-0 : 9� o° ° - i III i - —III —III— SPECIFICATIONS ��91da c NOTE: AT 10' ON CENTER, TYJ-HOOKPICAL SPACE APPROVED �� y / �� III=III I I 1—I I I- ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. g.go�d �pfl , ob III — III- CONTROL WIRES, SEE SPECS. BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. F, E E E E E INSTALL AT MAINLINE DEPTH COPPER PIPING TO METER ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA -VIOLET RESISTANT PVC. P Y: f ,! s _ D ,� —III— I F.:.—III— BRASS PIPE/NIPPLE TYPICAL BRONZE BALL VALVE SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. III —III= ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS - RAINBIRD BV050FP��' =III=1=1=1-1=1=1—III—I INSTALLATION SPECIFICATIONS. ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRA -VIOLET RESISTANT PVC. ..f n �y ' NOTE: BRASS UNION cr �tk ,045�02�,nlil WATER METERSHAIL BE INSTALLED BY THE LOCAL WATER DISTRICT. BRASS PIPE TO BACKFLOW DEVICE ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE SHALL BE BRASS WITH BRASS FITTINGS AND UNIONS. OR BASKET STRAINER I t� 6'LVIL TYPICAL WATER METER HOOK-UP - SID018 PIPE ON GRADE - SID038 o� �A PIPE AND WIRE TRENCHING - SID034 0e-2r06 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT OB-26-05 et - SUBMITTAL vNNOSCAp 5 1 T E S C A P E S COUNTY OF RIVERSIDE SHEET NO. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-08 ^d- SUBMITTAL E TRANSPORTATION DEPARTMENT �.��o A, PO! `�+y � � COUNTY SERVICE AREA — 125 05-07-06 rd - SUBMITTAL QRQ / APPROVED BY: \yam \�yb '�� y� Landscape Architecture PERMIT HAS BEEN ISSUED. o A, Dry 2782 v and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH I-2 1 J 3195-8 Airport Loop Dr., TRANSPORTATION DEPARTMENT 15 FOR TR 29597,-1&-2 No. 33950 ? Costa Mesa, LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/ 30/06 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL * -a4lwjiI.. r D 7 s�MIL �Q (949) 644-9370 (714) 210-3140 FAX IRRIGATION DETAILS OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `r�q CIV11. �P DATE: '9r ma Q= 51 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND � ) F CA t�O PREPARED BY: OF SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY_ DATE BY MARK EXHIBIT REVISIONS APPR. DATE OF- CAL G./ 7-Z In m O 7 �F 1.� SCALE: COUNTY ARCHITECT COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhomus, License CA-#2782 DATE: 08/23/05 FOR: SMR VENTURES W.O. 04-044 HOR: VERT: FILE N0. 9/5/06 FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PB" ONTO LID. SEAL CONDUIT ENDS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTIONS 0 1 m �� l I I FINISHED GRADE rrol, No Nmx FR_ir R�m_i � IN SHRUB AREAS LOW VOLTAGE CONTROL WIRE COIL, 24" MINIMUM BRICK SUPPORTS 4 REQUIRED PER BOX CONDUIT LANDSCAPE FABRIC, WRAP UP AND OVER BOX HOLES 3/4" ROCK, 3 CUBIC FT SECTION VIEW - N.T.S. NOTE: ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. CONTROL WIRE PULL BOX SID042 iV a.' n. e a - d d 4. e _ a PAVING EDGE, TYPICAL SECTION VIEW - N.T.S NOTE: USE (PURPLE) VALVE BOX LIDS FOR ALL NON -POTABLE SYSTEMS. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE VALVE MAINTENANCE. INSTALL VALVE BOXES IN SHRUB AND GROUND -COVER AREAS WHERE POSSIBLE. INSTALL VALVE BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO PAVING EDGES. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOXES. DRIP RCV AND WYE STRAINER BOXES IN THE SAME ORIENTATION AS THE BALL VALVE BOX. VALVE BOX DETAIL - SID033 I III I I I II I I I -III III= II III I �IIIIIIIIIIh I�IIII�IIII� DIMENSION A B C D E DEPTH BELOW GRADE 24" 36" 36" 30" 4" PAVING OR D.G. PATH SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL 120 VOLT ELECTRICAL IN SCH 40 SLEEVE LATERAL LINES IN SCH 4D SLEEVE UNDISTURBED SOIL CONTROL WIRES IN SCH 40 SLEEVE PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. IRRIGATION NOTES DIAGRAMMATIC PLAN THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. SPRINKLER ADJUSTMENT REQUIRED THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE PRESSURE COMPENSATING SCREENS WHEN RADIUS 1S REDUCED MORE THAN FIFTY PERCENT (50"/0). INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW HEAD DRAINAGE. FIELD CONDITIONS DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION 1S NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS REQUIRED. SWING JOINTS INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, AS PER DETAIL. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION, AS NOTED ON THE PLAN. BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY NOTIFY CONTRACTING OFFICER IF PRESSURE 1S NOT AS NOTED OR THE REQUIRED GALLONS PER MINUTE IS NOT AVAILABLE. WATER LINE UNDER PAVING ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP. SYSTEM COVERAGE THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN ADDITIONAL COST TO THE OWNER - PIPE INSTALLATION ALL PRESSURE MAINLINES ARE TO BE BURIED PER THE SPECIFICATIONS HEREIN. ALL LATERAL NON -PRESSURE LINES ARE TO BE INSTALLED AS FOLLOWS: LATERAL LINES BURIED PER SPECIFICATIONS: * ALL LINES LOCATED AT THE BOTTOM OF SLOPE WHEN ADJACENT TO A GRADED PAD, BENCH, CURB OR RIGHT-OF-WAY. r ALL LINES LOCATED WITHIN RIGHT-OF-WAY. * ALL LINES LOCATED ADJACENT TO CURB OR SIDEWALK. LATERAL LINES INSTALLED ON -GRADE: a ALL LINES LOCATED AT MIDDLE OR TOP OF SLOPE. ANY LINES LOCATED AT BOTTOM OF SLOPE WHEN ADJACENT TO A NON -GRADED OR OPEN SPACE AREA ONLY. CONTRACTOR MUST USE ADJUSTABLE ARC NOZZLES OR NOZZLES TO AVOID OVERSPRAY AND ENSURE FULL COVERAGE. THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. THE CONTRACTOR IS REQUIRED TO USE (SEAL-A-MATIC) POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH TOR GREATER ELEVATION CHANGE. THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10' NOZZLES AS REQUIRED IN THE FIELD. ANY HEADS THAT NEEDS A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN WILL REQUIRE PRESSURE COMPENSATING SCREENS. DETAIL ALSO FOR PIPE INSTALLED IN ROCKY SOIL TIE A 24" LOOP IN ALL WIRING AT CHANGES OF DIRECTION GREATER THAN 30 DEGREES, UNTIE AFTER ALL CONECTIONS HAVE BEEN MADE. NOTE: PLAN VIEW -N.T.S. BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS. ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION SPECIFICATIONS. ALL PVC MAINLINE, PVC LATERAL LINES, AND CONTROL WIRES SHALL BE SLEEVED BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. ALL CURBS SHALL BE MARKED WITH A "SCORE" MARK TO DESIGNATE SLEEVE LOCATION, TYPICAL. SLEEVE TRENCHING - SID035 L02-20-06 CREATION DATE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT et - SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING nd - SUBMITTAL PERMIT HAS BEEN ISSUED. Jrd - SUBMITTAL THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 7:Si��EI'�IuG1:13 EXHIBIT REVISIONS IRRIGATION LEGEND SYMBOL MFG MODEL NO. DESCRIPTION RADIUS GPM PSI III RAINBIRD RWS-BGOl TREE BUBBLER 4' .25 30 9 RAINBIRD 1806-SAM-PRS-MPR-NP-5CST STREAM BUBBLER 5' .50 30 I)1 RAINBIIRD l812-SAM-PRS-XMR-NP-5Q QUARTER SPRAY HEAD 5' .10 30 ❑ RAINBIRD 1812-SAM-PRS-MPR-NP-5H HALF SPRAY HEAD 5' 2.0 30 RAINBIRD 1812-SAM-PRS-MPR-NP-8Q QUARTER SPRAY HEAD 8' .26 30 • RAINBIRD 1812-SAM-PRS-MPR NP-8H HALF SPRAY HEAD 8' .52 30 QRAINBIRD 1812-SAM-PRS-MPR-NP-8F FULL SPRAY HEAD 8' 1.05 30 RAINBIRD 1812-SAM-PRS-MPR-NP-12Q QUARTER SPRAY HEAD 12' .65 30 O RAINBIRD 1812-SAM-PRS-MPR-NP-12H HALF SPRAY HEAD 12' 1.3 30 RAINBIRD 1812-SAM-PRS-MPR-NP-12F FULL SPRAY HEAD 12' 2.6 30 RA NBIRD 1812-SAM-PRS-MPR-NP-15Q QUARTER SPRAY HEAD 15' .92 30 O RAINBIRD 1812-SAM-PRS-MPR-NP-15H HALF SPRAY HEAD 15' 1.85 30 0 RAINBIRD 1812-SAM-PRS-NOR-NP-15F FULL SPRAY HEAD Is, 3.7 30 RAINBIRD 1806-SAM-PRS-MPR-NP-8Q QUARTER SPRAY HEAD 8' .26 30 aRAINBIRD 1806-SAM-PRS-MPR-NP-8H HALF SPRAY HEAD 8' .52 30 RAINBIRD 1806-SAM-PRS-MPR-NP-8F FULL SPRAY HEAD 8' 1.05 30 RAIN BIRD 1806-SAM-PRS-MPR-NP-12Q QUARTER SPRAY HEAD 12' .65 30 V RAIN BIRD 1806-SAM-PRS-NOR-NP-12H HALF SPRAY HEAD 12' 1.3 30 RAIN BIRD 1806-SAM-PRS-NOR-NP-12F FULL SPRAY HEAD 12' 2.6 30 d7 RAIN BIRD 1806-SAM-PRS-MPR-NP-15Q QUARTER SPRAY HEAD 15' .92 30 V RAIN BIRD 1806-SAM-PRS-MPR-NP-15H HALF SPRAY HEAD 15' 1.85 30 & RAIN BIRD 1806-SAM-PRS-MPR-NP-15F FULL SPRAY HEAD 15, 3.7 30 01 RAINBIRD 1806-SAM-PRS-MPR-NP-I5RCS/15LCS END SPRAY HEAD 4XIN .61 30 ■ RAINBIRD 1806-SAM-PRS-MPR-NP-15 SST STRIP SPRAY HEAD 400' 1.21 30 Q RAIN BIRD 1812-SAM-PRS-RI3-NP-18Q QTR ROTARY SPRAY 16' .40 30 RAIN BIRD 1812-SAM-PRS-RI3-NP-181`1 HALF ROTARY SPRAY 16' .80 30 O RAIN BIRD 1812-SAM-PRS-RI3-NP-18F FULL ROTARY SPRAY 16' 1.60 30 Q RAIN BIRD 1812-SAM-PRS-RI7-NP-24Q QTR ROTARY SPRAY 21' .75 30 III RAIN BIRD 1812-SAM-PRS-RI7-NP-24H HALF ROTARY SPRAY 21' 1.50 30 ❑ RAIN BIRD 1812-SAM-PRS-RI7 NP-24F FULL ROTARY SPRAY 21' 3.0 30 (� RAINBIRD (TURF) 5006-PL-PC-SAM-MPR-NP-25Q QUARTER ROTOR HEAD 24' .88 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-25Q RAINBIRD (TURF) 5006-PL-PC-SAM-MPR-NP-25H HALF ROTOR HEAD 24' 1.73 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-25H Q RAINBIRD (TURF) 5006-PL-FC-SAM-MPR-NP-25F FULL ROTOR HEAD 24' 3.34 35 (SHRUB) 5000-S-PL-FC-SAM-MPR-NP-25F ® RAINBIRD (TURF)5006-PL-PC-SAM-MPR-NP-30Q QUAR TER ROTOR BEAD 30' 1.23 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-30Q OS RAINBIRD (TURF) 5006-PL-PC-SAM-MPR-NP-30H HALF ROTOR HEAD 30' 2.59 35 (SHRUB) 5012-PL-PC-SAM-MPR-NP-30H © RAINBIRD (TURF) 5006-PL-FC-SAM-MPR-NP-30F FULL ROTOR HEAD 30' 5.08 35 (SHRUB) 5000-S-PL-FC-SAM-MPR-NP-30F O RAINBIRD (TURF) 5505-PC-NP-04 QUARTER ROTOR HEAD 37' 2.6 30 (SHRUB) 5512-PC-NP-04 ® RAINBIRD (TURF) 5505-PC-NP-06 HALF ROTOR HEAD 37' 3.8 30 (SHRUB) 5512-PC-NP-06 O9 RAINBIRD TURF) 5505-FC-NP-06 FULL ROTOR HEAD 37' 3.8 30 SHRUB) 5512-FC-NP-06 Q TORO 100-ATLVC QUICK COUPLER WITH ACME THREAD, LOCKING (PURPLE) CAP. H HAMMOND 606-64 VALVE GATE VALVE - LINE SIZE. RAINBIRD PESB-R-PRS-D SERIES REMOTE CONTROL VALVE - SIZES INDICATED. SET VALVE PRESSURE REGULATOR TO OPPERATE @ 25 PSI TO HEADS UNLESS CALCULATIONS NOTE OTHERWISE. ❑M WATER METER - REFER TO CIVIL PLAN A BACKFLOW DEVICE - SEE P.O.C. NOTE © BOOSTER PUMP - SEE CONTROLLER NOTES, CALCS, AND DETAIL SHEET FOR PUMP LEGEND. DATA INDUSTRIAL HI -FLOW SHUT OFF SENSOR AND RELAY TO CONTROLLER O AUTOMATIC CONTROLLER LOCATION - SEE NOTE. 2" RAINBIRD 200-PF-SB-PRSB MASTER VALVE - PROVIDE MASTER VALVE RELAY TO CONTROLLER. WEATHER STATION SEE DETAIL. THE COMMON WEATHER STATION WILL BE INSTALLED FROM THE TRACT 29598 CSA SLOPE PLANS AND LOCATED ADJACENT TO THE NON -POTABLE 1326 TANK. FINAL LOCATION IN THE FEILD TO BE-DETERMIND BY THE CALSENSE REP. AND THE COUNTY INSPECTOR. (PURPLE) PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. (PURPLE) UVR PVC SCH40 LATERAL LINE ON GRADE STAKED @ 10' O.C. - SEE PIPE ON GRADE DETAIL. INSTALL KING BROS. LINESIZE INLINE CHECK VALVES @ 8' INCREMENTS OF VERTIAL RISE. - - _ (PURPLE) MAINLINE -INSTALL 18" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING - SIZES INDICATED, Mainlines (pressurized) 2 inch and smaller shall be Schedule 40 solvent -weld P.V.C.. Mainlines (pressurized) 2 1/2 inch through 3 inch shall be Class 315 solvent -weld P.V.C., with thrust blocks per detail. I- - (PURPLE) UVR PVC SCH 40 MAINLINE ON GRADE STAKED @ 10' O.C. - SEE PIPE ON GRADE DETAIL. - PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR - - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. - PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS T WIDE. SLEEVE ALL TRENCH CROSSINGS OR MAINTENANCE PATHS WITH GALVANIZED PIPE STAKED @ BOTH ENDS. INDICATES STATION NUMBER X X' INDICATES CONTROLLER X x INDICATES GPM INDICATES VALVE SIZE SEAL -COUNTY COUNTY OF. RIVERSIDE TRANSPORTATION DEPARTMENT E� SS/ APPROVED BY: P ti�� No. 33950 Z' O/ � Exp. 6/30/O6 8w3-� `r�' CIVIL �P DATE: APPR. DATE CALIF 7-,�--0 7 COUNTY RECOMMENDED BY DATE: SEAL `pxnsC4P POLit +'PC ��`' �`� 2782 `Gd• '� e a Ina a/ JOB NO. 04-044 TR 29741 ... J sty-' P r:r \ t - S IT E C A P E S Landscape Architecture N,F _ and Planning \j 3195-8 Airport Loop Dr., j Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX humus, License CA-#2782 RECYCLED / POTABLE NOTES A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE "CSA 126IRRIGATION DISTRICT" AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH CSA REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED (RECYCLED) WATER SYSTEMS. D. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING: CAUTION RECYCLED OR (RECYCLED) WATER; NOMINAL PIPE SIZE; PVC-1120; PRESSURE RATING IN POUNDS PER SQUARE INCH AT 73 DEGREES; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, 3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS, AND ALL APPURTENANCES SHALL TAGGED WITH IDENTIFICATION TAGS. (1) TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4", PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED (OR RECYCLED) WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISA AGUA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. (2) ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS, OR; IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: (a) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS"RECYCLED (OR RECYCLED) WATER DO NOT DRINK" OR USE PURPLE COVER WITH SAME IDENTIFICATION (b) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE -WRAP OR (c) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE -WRAP OR (d) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE -WRAP F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING POTABLE WATER. G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAUTION BURIED WATERLINE BELOW" IMPRINTED IN MINIMUM I -INCH HIGH LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. I. CSA SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT. J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINEvIUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS. THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM VERTICAL CLEARANCE OF 6-INCHES. CONVENTIONAL (WHITE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS "CAUTION RECYCLED (OR RECYCLED) WATER". K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. L. ALL COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING WORDING IN A SIZE NO LESS THAT 4INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER - DO NOT DRINK" OR "RECYCLED WATER - DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. M. ADJUST SPRAY DADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. N. CONTACT THE CSA OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE /AND CROSS CONNECTION TEST AND ARRANGE A WALK THROUGH OF THE SYSTEM. O. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF CSA RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON PROJECT -BY -PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS: (1) WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. (2) WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY 5 FEET ON CENTER. (3) WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION -RECYCLED (OR RECYCLED) WATER" IMPRINTED A MINIMUM OF 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. GUIDELINE FOR RECYCLED WATER 1. IRRIGATION BEWEEN THE HOURS OF 9"00 PM AND 6:00 AM ONLY. WATERINGOUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A MANNER THAT WILL NIININ= RUNOFF POOLING AN PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THEIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NO UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS, AND SIDEWALKS. 4. MONITOR AN MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONRINUOUS BASIS, OF THE PRESENCE OF RECYCLED WATER, AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PUPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IR IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATION EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PROM APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AN DDESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION TO THE DISTRICT'S RULES AND REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN, NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY VERT: COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION NOTES, LEGEND & DETAILS FOR: SMR VENTURES W.O. 04-044 COUNTY FILE FLU N0. SHEET NO. I-3 OF 51 SHTS. 9/5/06 PRESSURE LOSS GALGUL?I�TIONS WM @ 1260 HGL VALVE: RII 20 GPM R-M QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER 0.4 2" R.P. BACKFLOW DEVICE 12.0 2" FLOW METER 1.2 2" MASTER VALVE 0.0 2" GATE VALVE 1.2 870' 2 1/2" MAIN LINE 1.22 1 " R.C.V. ASSEMBLY 2.9 LATERAL LINE LOSS 4.2 FITTING LOSS (10%) 2.4 ( -40' DOWN) ELEVATION CHANGE (+/-) + 17.32 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 38.92 (DESIGN) LOWEST STATIC PRESSURE AVAILABLE. • 80 RESIDUAL PRESSURE AVAILABLE: + 41.0 PRESSURE LOSS CALCULATIONS WM @ 1260 HGL VALVE: R27 32 GPM R-M QTY. SIZE ITEM P.S.I. LOSS 2" WATER METER 0.8 2" R.P. BACKFLOW DEVICE 12.0 2" FLOW METER 1.2 2" MASTER VALVE 0.0 2 1/2" GATE VALVE 1.4 720' 2 1/2" MAIN LINE 1.66 2 1/2" R.C.V. ASSEMBLY 5.6 LATERAL LINE LOSS 4.2 FITTING LOSS (109) 2.4 ( + 10' UPSTREAM) ELEVATION CHANGE (+/-) 4.33 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 63.5 (DESIGN) LOWEST STATIC PRESSURE AVAILABLE.- 80 RESIDUAL PRESSURE AVAILABLE: + 16.4 PRESSURE LOSS CALCULATIONS WM @ 1203 HGL VALVE: 037 20 GPM Q-M 0TY, SIZE ITEM P.S.I. LOSS 1 1/2" WATER METER 0.8 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 0.0 2 1/2" GATE VALVE 1.4 1400' 2 1/2" MAIN LINE 1.96 1 " R.C.V. ASSEMBLY 2.9 LATERAL LINE LOSS 4.2 FITTING LOSS (10%) 2.4 ( +53' UPSTREAM) ELEVATION CHANGE (+/-) 22.9 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 79.76 (DESIGN) LOWEST STATIC PRESSURE AVAILABLE. • 80 RESIDUAL PRESSURE AVAILABLE: + .24 PRESSURE LOSS CALCULATIONS WM @ 1120 HGL VALVE: O 36 GPM O-M QTY, SIZE ITEM P.S.I. LOSS 2" WATER METER 1.0 2" R.P. BACKFLOW DEVICE 12.0 2" FLOW METER 1.2 2" MASTER VALVE 0.0 2 1/2" GATE VALVE 1.4 1820' 2 1/2" MAIN LINE 9.28 1 1/2 " R.C.V. ASSEMBLY 2.7 LATERAL LINE LOSS 4.2 FITTING LOSS (10%) 2.4 ( +30' UPSTREAM) ELEVATION CHANGE (+/-) 12.9 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 77.08 (DESIGN) LOWEST STATIC PRESSURE AVAILABLE.- 80 RESIDUAL PRESSURE AVAILABLE: +2.92 PRESSURE LOSS CALCULATIONS WM @ 1150 HGL VALVE: P15 37 GPM P-M QTY, SIZE ITEM P.S.I. LOSS 1 1/2" WATER METER 3.0 1 1/2" R.P. BACKFLOW DEVICE 12.0 1 1/2" FLOW METER 1.2 2" MASTER VALVE 0.0 2 1/2" GATE VALVE 1.4 750' 2 1/2" MAIN LINE 3.83 1 1/2 " R.C.V. ASSEMBLY 2.7 LATERAL LINE LOSS 4.2 FITTING LOSS (709) 2.4 ( +37' UPSTREAM) ELEVATION CHANGE (+/-) 16 PRESSURE TO OPERATE HEADS: 30 TOTAL PRESSURE REQUIRED: 76.7 (DESIGN) LOWEST STATIC PRESSURE AVAILABLE. • 80 RESIDUAL PRESSURE AVAILABLE: +3.27 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE _ FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SA.1:I3 ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS POINT OF CONNECTION: 'R' (CSA-18) INSTALL A 2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 2" HAYWARD 472 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +80 PSI DESIGN PRESSURE: 63.5 PSI MAXIMUM DEMAND: 32 GPM METER SERVES APROXIMATLEY 81,884 SQ FT (1.9 AC) CONTROLLER NOTE: 'R' (CSA-18) BEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 NTROLLER ASSEMBLY SPEC. NUMBER: CA8 CST-24+24/TPl/2TP110/FS-200/2MVR/HMP-36 CALSENSE 24+24 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL IVEMENT OF ENCLOSURE DOORS. NTRACTOR TO PROVIDE I IOV CONTINUOUS POWER AND MAKE FINAL HOOKUP. ORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. NTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB POINT OF CONNECTION: 'KK' (CSA-36) INSTALL A 2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +80 PSI DESIGN PRESSURE: 62 PSI MAXIMUM DEMAND: 25 GPM CONTROLLER NOTE: 'KK' (CSA-36) ASSEMBLY AvAILA13LE THRu: JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-32-LR/TPl/TP110/FS-200/EMP-16 (1) CALSENSE 32 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE I IOV CONTINUOUS PO}'MR AND MAKE FINAE HOOK IV / COORDINATE LOCATIONS WITH OWNER/ DEVEL R AND I(ANDSCAP9 ARCHITECT PRI�R \ ) TO SETTING PEDESTAL. LOCATE INy4N AREA F EE�Y N4' R HE OBSTRUG'I`ION. / CONTACT CALSENSE FOR THE HIA AND RAD O TESTING'FOR LWAL HUB/ snr'Icrrs ,l,U51�1i Il! •L "I]S3 , I II I <tr�%IZ( jll .- CONTROLLER NOTE: 'O' (CSA-15) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC- NUMBER:CA6 CSl-40-LR/TPI/TP110/F-200/HMP-16 (1) CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN, SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS, CONTRACTOR TO PROVIDE I IOV CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. POINT OF CONNECTION: 'O' (CSA-15) AL 2" NON -POTABLE R METER - SEE CIVIL PLANS FOR LOCATION. INSTALL A E WATER ALSO INSTALL A 2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR AVAILABLE PRESSURE: +80 PSI DESIGN PRESSURE: 77.08 PSI MAXIMUM DEMAND: 42 GPM METER SERVES APROXIMATLEY 102,857 SQ FT (2.4 AC) r„ eF,YS Rn'd.J, nMW:M�►7.101 rTylLd tji - r£-12136 : F,.i�za.a i : "Pa?s i (� °..."zasr• ! ! , r '_+iy�^' �,�.:.=.4".� .ry:-li - -_ �` _ 7: ' 1 ) - ' ___I•......__-I--........i L_T _, i' I I ! . ,,._.,. ...z, z 'I ,x:izaaJ it �~ �i`-�-* Y _ :�f x1'..:,'h �� - �s\ 1, I III , 1, , P- 4 °61 a �:?•� �� , � '� �\ .-i. U IN �\ I n II �_IF fi I . 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LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +80 PSI DESIGN PRESSURE: 76.7 PSI MAXIMUM DEMAND: 37 GPM METER SERVES APROXIMATLEY 72,316 SQ FT (1.7 AC) CONTROLLER NOTE: 'P' (CSA-16) ASSEMBLY AVAILABLE THRU : JOHN DEERE LANDSCAPE TECH DIV. 800 427- 0779 CONTACT: MARK DELANGE Cell909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS1-32-LR/TPl/TP110/FS-200/EMP-16 (1) CALSENSE 32 STATION SATELLITE CONTROLLER, INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE I IOV CONTINUOUS POWER AND MAKE FINAL HOOK UP, COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB . "?36 1 11 I I -I f I, II fe9 :� I. II r 1 II I I .e`•,I)oJ5 �L .,,__ ;;fi, c7� rfia.1 SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 9R�ESS/CNi . APPROVED BY: No. 33950 Exp. 6/30/06 ,� CIVIC i 8•�V07 1113 44 .,,__ ;;fi, c7� rfia.1 SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 9R�ESS/CNi . APPROVED BY: No. 33950 Exp. 6/30/06 ,� CIVIC i 8•�V07 1113 44 f:9l:F 5ti. n I"�i fYJJ � I y / / 5� I /J 1 l r\•.. W6- - r£_:aczu -ilYi.6 T/0.q J ` J/Pyb XX� ➢e_i::a: Y i KF£..ilU',J Fes...\ a / 65UA F£-j11Pd POINT OF CONNECTION: 'Q' (CSA-17) INSTALL A 1 1/2" NON -POTABLE WATER METER - SEE CIVIL PLANS FOR LOCATION. ALSO INSTALL A 1 1/2" HAYWARD #72 BASKET STRAINER, SEE DETAIL. LOCATE IN A SHRUB AREA, COORDINATE FINAL LOCATION WITH CSA INSPECTOR. AVAILABLE PRESSURE: +80 PSI DESIGN PRESSURE: 79.7 PSI MAXIMUM DEMAND: 26 GPM METER SERVES APROXRv1ATLEY 71,193 SQ FT ( 1.7 AC) CONTROLLER NOTE: 'Q' (CSA-17) ASSEMBLY AVAILABLE THRU : JOHN DEERS LANDSCAPE TECH DIV 80 0 427- 0779 CONTACT: MARK DELANGE Cell 909-721-9167 CONTROLLER ASSEMBLY SPEC. NUMBER: CA6 CS140-LR/TPl/TP110/FS-200/EMP-16 (1) CALSENSE 40 STATION SATELLITE CONTROLLER. INSTALL IN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT OF ENCLOSURE DOORS. CONTRACTOR TO PROVIDE l IOV CONTINUOUS POWER AND MAKE FINAL HOOKUP. COORDINATE LOCATIONS WITH OWNER/ DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. CONTACT CALSENSE FOR THE HUB AND RADIO TESTING FOR LOCAL RADIO TO HUB. SEAL E00 Ill. Poll,4ANOSCgpf �ZS IN 'yLandscape Architecture NOTE: APPROVAL BY THE 2782 �`syr„ �""` and Planning TRANSPORTATION DEPARTMENT IS FOR -f * *',� 3195-B Airport Loop Dr., WORK IN THE ROAD RIGHT-OF-WAY ONLY Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX qTF °�'100� PREPARED BY: Z.&,/ -r L` Z C-® 7 OF RECOMMENDED BY : DATE: JOB NO. 04-044 TR 29741 S, HOR: VERT: COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION MAINLINE LAYOUT PLAN FOR: SMR VENTURES W.O. 04-044 COUNTY FILE NO. SCALE 1"=150' SHEET NO. I-4 OF 51 SH rr S, HOR: VERT: COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION MAINLINE LAYOUT PLAN FOR: SMR VENTURES W.O. 04-044 COUNTY FILE NO. SCALE 1"=150' SHEET NO. I-4 OF 51 SH rr 7 1 151.6 U 54.3 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 2 I,=iir r r iI _APB D O 4} Edo: D45702 12 °g FOR IRRIGATION NOTES LEGEND AND DETAILS SEE SHEETS I1- I4 $�C3V PIPE SIZING / SLEEVING THIS LEGEND TO BE USED FOR LATERAL LINE PIPE INSTALLATION, ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN PIPE SIZE GPM's APPROX. # HEADS 3/4" 1-8 1-3 1" 9-14 4-6 1 1/4" 14-23 7-12 1 1 /2" 24-34 13-20 2" 35-45 21-35 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NOTE: CONTRACTOR IS REQUIRED TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE. OB-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE - SEAL SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-26-05 et - SUBMITTAL TRANSPORTATION DEPARTMENT �QVANOSCAPf �Z S 1 T E S C A P E S _ COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 nd- SUBMITTAL QRpFESS/ APPROVED BY: 5��"� PBS"+� ��y �`►rj Landscape Architecture --- COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. 09-07-08 rd- SUBMITTAL Q�oA-o 2782 `s'f 00 and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH I_6 TRANSPORTATION DEPARTMENT 15 FOR TR 29597,-1&-2 z 3195-8 Airport Loop p p Dr., LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z w2� Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/O6 8 dI �O ,J+ �Q (949) 644-9370 (714) 210-3140 FAX IRRIGATION PLAN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL P �C DATE: �qJ, �� 5 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �q�, CIVII- 'D ,/ F �F �� PREPARED BY: OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CAL\F Z / C,(' 7— 7/,�®7 CA`• REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE L✓. -+a ra , SCALE: FOR: SMR VENTURES W.O. 04-044 COUNTY ARCHITECT COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA—#2782 DATE: 08/23/05 HOR: VERT: FlLE N0. 74 // ~"`` `\ \ 1 - 1✓ \� ! - Y ./r' /' ``'•� , / I / j PE- 1214.5 93.9 ,// 2 , ; \\ \\\ \\ �` \ \. 410 75 \ ♦ / X / IAG 1'211 / 92 / / / In \ �f ' ' \, \ i PE- 2 4. 1 i ��.� TR. 29597-2 / •� ' T� / ! / 4 f / f POINT OF CONNE / ION: 'Q' (CS 7 r ' /✓ / t _ ^1 INSTALL A 1 1/2" NON -POTABLE ATER METER -SEE CIVIL PLANS F OI� i 76 / ♦ �%/%' PE-1 88. 1 j �` \`\ jj/ ALSO INSTALL A 1 1/2" HAYW #72 BASKET STRAINER, SEE �� % LOCATE IN A SHRUB AREA, ORDINATE FINAL LOCATION WITH CSA ' PE= 2 3.4 AR AV LE INSPECTOR. 10 P 5 % 97 ,'�I i 29 Q f -`\ \ �,o ,/ j//// ,' / `:\; •�\ /,n/ I �,`, D IGN PRES 12L7ii72. AI )EMAND: 26 GPM '\ \ ✓ / , �� 211 / METER SERVES,RP� My,LATLEY 71,193SQFT(1.7AC) Q PE CONTR R \ 04 E: Q (CSA-17) /-= I 1 Q 7. 7 ; \ \\ / / \/ ASSEMBLY AVAILABL T TONDEERE LANDSCAPE TEC ` 800 427- 0779 ; \'\ \ /2 • / 2 /2%� \ C CJ �J �J �2 \� \, CONTACT: MARK GE Ce11909-721-9167 __ \�. CONTROLLER ASSEMB SP C CS1-40 TT'P110/FS-200/EMP-16 T //� ' / 0 (1) CALSENSE 40 STATI NSA LI 0 TR L, r STALL INAPPR03IIMATE LOCATION , \ 1 R. 2 9 5 9 7 -2 ! / ,�^/� f AS SHOWN. SCREEN H AlD O S AS NECESSARY TO ALLOW FULL % \., MOVEMENT OF ENCLOSURE ��, II `\\... '� '\ 2 / ! •....� / ,� �` ` `�O r 2 YYY CON TRACTOR TO PROVIDE 1- INUbUS OWERANDMAKEFINALHOOKUPT \ \ COORDINATE LOCATIONS WITH O ID NNVF PER AND LANDSCAPE ARCHITEC PI,�OR /J, / • FFFF��EEEE / ,//✓ ' ``� \, , / r TO SETTING PEDESTAL!. LOCATE I F FROM OVERHEAD OBS ITION . " 74.5 ! %/j^ \ ✓/ ' ! / r // XX CONTACT CALSENSE FOR THE IO STING FOR LOCAL RAD PC - 1182.1 ! �\ i ! e, \ / PE=1 178.4 �' xx \ \ ' I19, m , '' f/ �° % z3 a -� !<` f ! PE= 1210.4 XX '' /f, �\� NOTE: / PE= 1 177. 5 / :, %' ;�, PE= 202. 0 j!' / ' ' CONTRACTOR TO PULL CC S QI-Q11 PE=1 173.5 r ' xx 124 = 1 167,E 125 PE= 1164. ' 2 � 21/2 XX PE= 1 169.0 f ;; o \\\ //211 XX v 2 /PE= 1166, I I (1) COMMON WIRE TO THIS LOCH FOR FLJ'1, CSA LANDSCAPE XX ' VTR. 29598 I yN ; '✓ PE=1200.4 ; /;f; ;% 'Q %/ f!` ,i ✓ xx E SIZ / SLE G ! THIS LEG TO BE ED FOR LATERAL LINE PIPE / A / PE=1203.8 ; ! / INST CATION. AINLINE TO BE SIZED AS 197.4 IND ATED C E SIZE j GPM's APPROX. # HEADS 3/4" ,' J 1-8 1-3 I" / �� z/ / �.'' 1" / ' f ✓ 9-14 4-6 yY. XX `� 1/ / /f' 24-34 13-20 ` / \ ' PE=1 198.8 I '� / 2' / 35-45 21-35 ` '-, / if f ; ' T~.rjITERAL SIZE IS SHOWN AT EACH VALVE EXIT. \ /RACTOR IS REQUIRED TO PROVIDE y / i f • f LE ALL LATERAL LINE AND MAINLINE / / / UNLRV1i G SURFACES THAT EXCEED 4' WIDE. xx 3 , 3-rnmxaa¢ - p stet S r. r ( / i .` PE = 1 167.3 I � j %i z � �`' PE-1 193 / N I lis S @i re•, 1 I, I / / ( 21, 2 i ! xX f k 1/ ylA d t s '$ Ia,.. ✓ ,� a. a I z.. sv t a / seFz-Evx v�rt2' / Ira' I / P 1200k4 _ -1 4747 inn - 0,[G, CSA APPROVE 1 Underground Service Alert }„ 1 01 a 29741 TRACTr Call: TOLL FREE SCALE i FOR IRRIGATION NOTES LEGEND AND DETAILS SEE SHEETS It- I4 1 _30 227-2600 ��, � � "- ' _ I: \fie. r 2 Nf0 WORKING GAYS BEFORE YOU BIG KEYMAP BB-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL , . COUNTY OF RIVERSIDE SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT a8-26-05 let - SUBMITTAL TRANSPORTATION DEPARTMENT �o�alloscq,E S 1 -F E S C A P E S COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-2o-a nd- SUBMITTAL eRpFESS/ APPROVED BY: y�� a�a� �PDIy��y Landscape Architecture — COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. G9-07-0 rd-SUBMITTALo�aq.041 w 2782 �s �r and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH I_g tip, s TRANSPORTATION DEPARTMENT IS FOR TR 29597,-1&-2 3195-8 Airport Loop Dr., LANDSCAPE PLANS FOR CSA SLOPES THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z �3 .I Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF—WAY ONLY. FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN >� Exp. (949) 644-9370 (714) 210-3140 FAX IRRIGATION PLAN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ,J, \P DATE: '4j� ,o-s� �� 51 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Tq CIVIC- /' y F �Fo PREPARED BY: OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE OF CA4�� ?„A (� ��„�C' -O % O� CAS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS SCALE: FOR:SMR VENTURES W.O. 04-044 COUNTY ARCHITECT COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhomus, License CA-#2782 DATE: 08/23/05 HOR: VERT: FILE N0.qLp -a /5/06 1 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, C-1 -C U 0 T—TIC 1D T' T 1 1 Gs CREATION DATE SEAL -COUNTY COUNTY OF RIVERSIDE 05 let —SUBMITTAL TRANSPORTATION DEPARTMENT US 2nd — SUBMITTAL 06 3rd - SUBMITTAL �� A /4Yq� APPROVED BY: 'No. .3 50 z � Exp. 6/30/06 CIV1\. �P DATE: BY MARK EXHIBIT REVISIONS APPR. DATE OF CAI �F f —,z`—®7 ARCHITECT COUNTY RECOMMENDED BY = DATE: SEAL 60 v0uscgpi. P. PDT JOB NO. 04-044 TR 29741 �ZstTesccPEs Landscape Architecture and Planning 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY us, SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT--OF-WAY ONLY. VERT: PIPE SIZING / SLEEVING THIS LEGEND TO BE USED FOR LATERAL LINE PIPE INSTALLATION. ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN PIPE SIZE GPM's APPROX. # HEADS 3/4" 1-8 1-3 V 9-14 4-6 1 1/4" 14-23 7-12 1 1/2" 24-34 13-20 2" 35-45 21-35 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NOTE: CONTRACTOR IS REQUIRED TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE. nG ■ IRIMr VJ COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION PLAN FOR:SMR VENTURESIW.O. 04-044 I` N1T FILE N0. SHEET NO. I-12 OF 51 SHTS. ni5mh .............. ... ..... . .......... . ......... . .... . /2B\ R ........ * . , \1 . . ......... .. ... ...... . ..... Zzl_ .... .. . . ............ ....... .... .... .. ........ 7 ..--.-..2s M --.T Of WO......R... K ...... 5 2 MmNwg . ,,I - ——----. --- ...... ----------- . ..... —---- YfRACTBOUND. .A... . R.....Y - . ..... ......... 8G-O'NjDAPZY . ... . . .. ... ... .. ........ ":77 ...... ..... II ............. . . ... ..... LTIT�!�_ n'- ------- - ---- ----------- ----- ----- ........... -------- - - - is "DQ,- . ...... . ........ ... ... . ......... . ...... . ......... . ... ..... . ......... 4,2 Ij tilt ...... ... . .. . .......... � - — ----- ---- V 22 2-1 T - - -------- �� J \ lip" ; \`` \`- ``�. \ `/il. S '-I��.I��,�yy `�` \� \\ _ _ - `` _ _ _ PE= 1261. 1 2:1 CONCRETE % SLOPES -------- — - \ 58 1257.7 BASIN 5000 % ti ` ; \ ; \ POND BOTTOM EL = 1250.8 121 OVERFLOW EL 1258.3 PE= 126 1. 1 MAX. BERM EL = 1260.5 POINT OF CONNECTION: (CSA-1 \� 5 \ 2 BOTTOM AREA = 13,428 SF INSTALL A 2" NON -POTABLE WATER METER -SEE PLAN F 8)57 PERIMETER = 491 ' A VOLUME = 2,606 CY 11 77/ft ALSO INSTALL A 2" HAYWARD 472 BASKET STRAP i�� n 4 ,P , SEE DETAaf�L z LOCATE IN A SHRUB AREA, COORDINATE FIN iTION WITH CSA NL CALCED AT 4.5' DEEP INSPECTOR. AVAILABLE +80 PSI DESIGN PRESSURE: 7 % 63.5 PSI \ 3:1 GRASS PE� /3s\ RZ C MAXIMUM DE 32 GPM 120 vy;.. / / // / , , /w CSA METER SERVES APROXIM&TLEY 81,88 (1.9AC�1, PE= 126 1. 1 .35 \SLOPE A-PPROI!VE % X %\ /1D, CONTROLLER NOTE: -18) 7 ASSEMBLY AVAILABLE THP I a ,U: JOHN HOW. 806'Q?-( 5 (7TR. 7 /66// CONTI E elf 909-7 CONTROLLER ASSEMBLY SPEC. NUMBER: CA8 CS1 -2 6 4 (2) CALSENSE 24+24 STATION SATELLITE CONTROLI ON PE= 1 61.2 AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS MOVEMENT OF ENCLOSURE DOORS. �Jyl CONTRACTOR TO PROVIDE I I OV CONqTfNUOUS P T r. 23 PIPE SIZING SLEEVING COORDINATE LOCATIONS WITH OWNER/ DEVEL PE I EA AR CT PRIOR 0 '4 101 0 ON. PE 1260.7 103 THIS LEGEND TO BE USED FOR LATERAL LINE PIPE TO SETTING PEDESTAL. LOCATE IN AN AREA FRE �RO EM, Ill 25 R CONTACT CALSENSE FOR THE HUB AND RADIO TE \ " 6 PE= 1285. 0 INSTALLATION. ALL MAINLINE TO BE SIZED AS 5 INDICATED ON PLAN 55 — PIPE SIZE GPM's APPROX. # BEADS (7-TR. 29598 2 PE= 1267.2 3/411 1-8 1-3 \ \ \ \ \ ` 36 R 1 -j7l it, 9-14 4-6 A E 5♦ 5_3\ R 1 1/4" 14-23 7-12 ` \ \ \ ` \ \` ``1 . �25 1 1 1/2" 24-34 13-20 V 211 35-45 21-35 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. 54 ♦/ : \ 104 NOTE: CONTRACTOR IS REQUIRFD TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4'WIDE. PE= 1260.9 0 PE= 1278. 2 M 26 5J 7241,2 117 PE� 1260.3 PE= 12 60. 50 SEE SHEET\ \ 142. o 27 h PE= 1241.2 52 PE 1, = 7259.7 ti TR. 29597-2 Underground X\\\ Service Alert' ,'k \ \ \1 Call: TOLL FREE —800 227-2600 U V, TWO WORKING DAYS BEFORE YOU DIG A_ SH EE I GATION NOTES LEGENDS TS I 1%30' 08-23-05 CREA11ON DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL --- 0 26-05_ lot at -SUBMITTAL SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT \NADSC4 5, 1 1 r r- 1,9 C A P r- COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 2nd - SUBMITTAL TRANSPORTATION DEPARTMENT Pe "Il �- POL .1 ------ 09-07-06 3rd -SUBMIT SESS/ APPROVED BY: Landscape Architecture COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. PEE0 All 27 2 NOTE: APPROVAL BY THE and Planning SPRING MOUNTAIN RANCH -13 TRANSPORTATION DEPARTMENT 16 FOR 'Z� 3195—B Airport Loop Dr,, TR 29597,-1&-2 THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE N 3 950 z Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES /06 (94 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Ex 6/ 0 9) 644-9370 (714) 210-3140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE: PREPARED BY, IRRIGATION PLAN 51 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND Ov CNO C OF — SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY APPR. DATE 6'? ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BYE DATE: I JOB NO. 04-044 TR 29741 Richard Polhamus, License CA—#2782 DATE: 08/23/05 — SCALE: HOR: VERT- FOR:SMR VENTURESIW.O. 04-044 1 COUNTY FILE NO. 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. plih■I•.l"�IuGli3 ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS R. I DATE COUNTY SEAL —COUNTY PIPE SIZING / SLEEVING THIS LEGEND TO BE USED FOR LATERAL LINE PIPE INSTALLATION. ALL MAINLINE TO BE SIZED AS INDICATED ON PLAN PIPE SIZE GPM's APPROX. # HEADS 3/4" 1-8 1-3 1" 9-14 4-6 11/4" 14-23 7-12 1 1/2" 24-34 13-20 2" 35-45 21-35 NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT. NOTE: CONTRACTOR IS REQUIRED TO PROVIDE SLEEVING FOR ALL LATERAL LINE AND MAINLINE UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE. FOR IRRIGATION NOTES, LEGEND AND DETAILS SEE SHEETS Il- I4 �\ SCALE�30' COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT �pPpjA/itAA S I T E S C A P E S APPROVED BY: ��`00.0 � �� A� °y °s �� Landscape Architecture a`` 2782 and Planning Tk *r((�949) 3195—B Airport Loop Dr., i �� Costa Mesa, CA. 92626 D J'>q,� 644-9370 (714) 210-3140 FAX /J o 9 ID/d o7 7- L• ��Q OF �p>V\Fo PREPARED 8Y: RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richord Polhamus, License CA—#2782 DATE: 08/23/05 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT15 FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. T. MOM 57 PE= 1260.4 RCTMAY lJ COUNTY OF RIVERSIDE COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH TR 29597 —1&-2 LANDSCAPE PLANS FOR CSA SLOPES IRRIGATION PLAN FOR: SMR VENTURESIW.O. 04-044 I UUUN I T 1 FILE NO. . SHEET NO. I-14 OF 51 SHTS. NOTE: ALL PLANT BASINS SHALL NOTE: ALL PLANT BASINS SHALL PLANTING NOTES LODGEPOLE PINE STAKE RECEIVE A 4" LAYER OF LODGEPOLE PINE STAKE RECEIVE A 4" LAYER OF TREE APPROVED MULCH. TREE TRUNK APPROVED MULCH. LEGEND TREE TRUNK f WEED CONTROL SYMBOL KEY BOTANICAL NAME COMMON NAME COMMENTS SIZE TY. TREE TIE, NAIL TO STAKE TREE TIE, NAIL TO STAKE WHERE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK, CLEAN AND REMOVE THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL. UPON TREES IL ON AND PLANTING F ALL SPECIMEN TREES, BEGIN ° ED ABATEMENT PROLETION OF GRAM BY APPLYING: 100 POUNDS OFOA COMMERCIAL FERTILIZER, 46-0 0, PER v A Chitalpa tashkentensis "Pink Dawn" Chital a Multi 15 Gal 0 d d d d d d d d FINISH GRADE, SLOPE ACRE AND PER MANUFACTURER'S SPECIFICATIONS.WATERALLAREASFOUR 4 TIMES DAILY O P VARIES, SEE PLANS ( ) \d d FOR FOURTEEN (14) CONSECUTIVE DAYS UNTIL WEED SEEDS HAVE GERMINATED. CEASE TREE TIE TREE TIE WATERING FOR THREE (3) DAYS. SPRAY A NON -SELECTIVE, NON -RESIDUAL, SYSTEMIC B Jacaranda mimosifolia Jacaranda Std. 24" Box 43 HERBICIDE TO ERADICATE GERMINATED WEEDS. LET THE WEEDS DIE WITHOUT IRRIGATION DETAIL d DETAIL FOR A MINIMUM DEPTH OF 1/4"INCH BELOW THE SURFACE OF THE SOIL. IF STUBBORN AND , d d RESIDUAL WEEDS (LE. F WEED A) SHOULD PERSIST ERADICATION PROCEDURE SHOULD BE 0C Lyonothamnus floribundus Catalina Ironwood Multi 24" Box 17 REPEATED, THE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFIED AND COORDINATED WITH d d AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICAL AND SEASON OF APPLICATION. DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY EFFECT NEW PLANTINGS, SLOPE STABILIZATION OR HYDROSEEDING. D Platanus acerifolia'Bloodgood' London Plane Tree Std. 24" Box 31 —I I= SOIL TEST LODGEPOLE PINE LODGEPOLE PINE / / = = AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETED BUT t u ' E Pinus eldarica Mondell Pine Std. 24it Box 8 STAKES, 10 FT STAKES, 10 FT —III-I PRIOR TO SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH A COPY OF THE SOIL TEST FOR J LONG, 2 REQUIRED MAINTAIN TURF FREE LONG, 2 REQUIRED / / —III—III AGRICULTURAL SUITABILITY AND FERTILITY (PREPARED BY A CALIFORNIA ASSOCIATION OF CINCH TIE, SECURED 12" 12" AREA 12" FROM TRUNK CINCH TIE, SECURED 12" 12" III —III AGRICULTURAL LABORATORIES MEMBER) TO THE CONTRACTING OFFICER • TO STAKE WITH MIN. MIN. TO STAKE WITH MIN. MV, —III—III- UPON REVIEWING THE SOILS REPORT THE CONTRACTING OFFICER MAY MAKE SPECIES F Platanus racemosa California Sycamore Multi 24" Box 142 GALVANIZED NAILS 6" BASIN IN G. COVER GALVANIZED NAILS SUBSTITUTIONS TO THE PLANT LIST. BACKFILL MIX 3" BASIN IN LAWN BACKFILL MIX / SOIL PREPARATION ICI=III � (SEE SPECS.) (SEE SPECS.) III —III G uercus a if FINISH �I _ 3" DRAIN CAP � GRADE I — — MACHINE ROTOTII.L THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER Q gr Oha Coast Live Oak III 3" DRAIN CAP / =III=III-I 1000 SF: (THESE RATES ARE.FOR BID PURPOSES ONLY, ACTUAL RATES TO CORRESPOND TO Std. 15Gal163 III —III C NTRACTOWS SOILS REPORT). Std 24 Box 175 _ I 4 CU. YDS NITROGEN STABILIZED SAWDUST — III—III—IIStd. 36"BOx 10 J I—III+� , J - 150 LBS. GYPSUM H Savx lasiole III— — III —III ' . ` III —III— 125 LBS STANDARD FERTILIZER pis Arroyo Willow Multi 5 Gal 60 x =III —III u { =1 III=1 1= X m =III —I O O i— _ (OMIT FOR SLOPE AREAS IN EXCESS OF 4:1) II "'io — O III -III I III— DEEP ROOT BARRIERS GROUNDCOVER PLANTING TABLETS K I _ PLANTING TABLETS (SEE SPECS.) — — — (SEE SPECS.) ALL TREES WITHIN 5 FEET OF ANY PERMANENT HA Sod turf • — — — -I — • , , , — - _=I RDSCAPE ELEMENT SUCH AS CONCRETE ° Marathon if, Tall Fescue .. N ° PLANTING BACKFILL N ° PLANTING BACKFILL WALKS, WALLS OR BUILDINGS SHALL BE PLANTED WITH AN APPROPRIATE SIZED LINEARROOT ' 3" PERFORATED PUDDLE AND SETTLE 3" PERFORATED PUDDLE AND SETTLE BARRIER (SEE DETAIL ON THIS SHEET). PVC PIPE & SLIP TO SET PLANT AT PVC PIPE & SLIP TO SET PLANT AT TREE PLACEMENT NOTES: DG Paving CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE TREES ARE NOT TO BE PLACED WITHIN BOTTOM OF SWALE PLANTING PLAN PLANTING PLAN * LINES OR WHERE THEY COULD INTERFERE W/ SITE DRAINAGE MIX #1: Riparian - Hydroseed Bank Species DOUBLE STAKED TREE DOUBLE STAKED TREE ON SLOPE NOTE: vvvvv 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. NOTE: LOCATE PLANTS SPACED EQUIDISTANT (D) v v v v v 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. FROM EACH OTHER AS SHOWN. D = AS 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. SHOWN ON PLANTING PLAN. 4. BARRIER SHALL EXTEND A MIN. OF 8" BELOW BOTTOM OF HARDSCAPE. • 5. PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE. NOTE: ALL PLANT BASINS SHALL 6. ROOT BARRIER SHALL BE A MIN. OF 18" BELOW GRADE ON WALK SIDE. RECEIVE A 4" LAYER OF 7. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. APPROVED MULCH. • 0 • 0 • d 6 Species Lbs/ Acre Minimum % Purity/ Germination Claytonia perfoliata - miner's lettuce 0.5 30/40 Juncus bufonius - toad rush 1.0 95/60 Juncus mexicanus - Mexican rush 3.0 N/A Mimulus guttatus - yellow money -flower 2.0 10/60 Muhlenbergia rigens - deergrass 2°0 80/70 Nurse Crop: Vulpia microstacys 8 90/80 Planto o erecto 5 90/80 NOTE: FACE OF WALL OR BUILDING * • MIX #2: Oak Understory - Hydroseed I DETAIL FOR INSTALLATION d OF ROOT BARRIER a SPREAD ON WALL & D/ \D INSTALLATION REFER SECURE W/ANCHORS d TO TREE INSTALLATION (PER SPECS.) • D1/2D DETAILS FOR TREE INSTALLATION d d REMOVE NURSERY STAKE EDGE OF PAVING, WALK, WALL, ETC. SET ROOTBALL TIGHT TO FOOTING, REMOVE PLANT TABLET (SEE SPECS.) ANY EXCESS TRASH, CONCRETE CURB CONIC. AT PLANTING 10"-12" THICK TILLED PLANTING BED I HOLE BACKFILL MIX CONCRETE I GROUND COVER SIDEWALK SE MAINTAIN TURF FREE I Species Lbs/ Acre Minimum % Purity/ Germination Artemesia douglasiana - mugwort 4 15150 Artemesia dracunculus - tarragon 3 10/60 Lupinus bicolor - miniature lupine 4 98185 Malosma laurina - laurel sumac 4 98/70 Melica imperfecta - 5 80/60 Nassella pulchra - purple needlegrass 12 90/80 Sambucus mexicana - blue elderberry 4 90/60 Nurse Crop: Vulpia microstacys 8 90/80 ( E SPECS.) I AREA 12" FROM TRUNK INSTALL 4" THICK MULCH LAYER PRIOR 2. Application Hydroseed Method (all quantities shown reflect per acre): FINISH pl TO PLANTING GROUNDCOVER 1st Application 2nd Application GRADE 6" BASIN IN G. COVER Seed Mix 1,5001bs. Wood Fiber Mulch 3" BASIN IN LAWN FINISH GRADE Fertilizer 150 lbs. Ecology Control M-Binder Ill gum _ I GRADE Application Notes: Fiber Mulch • �—I I I F �� s _ =III III '; < b t I III=1 . » .,.. " " Apply 24 hours apart —ROOT Hydrosee— i I I =I I =I I =I I I=I I I=I I I=III- Prior h �roseedin all — — — BARRIER r`s ,. = — ~ -III=III=III=III=III=III=I I �- Y g, Pre planted container plants shall be covered with :11_ — _.,.._...._.I III — ' _ — — —III = TYP. I —III T X o — — — — — — — — — —I — paper bags, inverted plant containers, or other suitable cover acceptable to N °r Ili II II landscape architect. These covers are to be removed within 24 hours following III `III III III III III III III l III ; III I I completion of the hydroseeding process. I I —III—I 1-._ I I —I 11=1 I I —III_ I I —III —I i I —III —I I �—III—III—I ;I I_ITI=1I ITT—III=� 1 SHRUB LEGEND —III-1 I =III —III —III- AMENDED SOIL NOTE: NOTE: BACKFILL 3X ROOTBALL UNAMENDED SUBGRADSYMBOL KEY BOTANICAL NAME COMMON NAME SIZE E SHRUBS ROOT BARRIERS SHALL BE "BIO-BARRIER" MANUFACTURED BY TYP. ALL GROUND COVER SHALL BE PLANTED 12" O.C. I TARGET SPECIALTIES INC. SAN DIEGO CALIFORNIA I Acacia ongemp N.C.N. 1 G @ 48" O.C. 1,950 ROOT BARRIER VINE PLANTING GROUND COVER PLANTING 0 2 Aloe striata N.C.N. I 109 3 Agave americans Century Plant 15 G 5 NOTE: ALL PLANT BASINS SHALL FINISH GRADE, SLOPE 4 Agave attenuate , SEE PLANS N.C.N. 15 G g VARIES NOTE: ALL PLANT BASINS SHALL RECEIVE A 4" LAYER OF O 5 Aloe arborescens Tree Aloe 15 G 3 RECEIVE A 4" LAYER OF APPROVED MULCH. / —I 1 G @ 36" O.C. 9,061 I M-12" THICK TILLED PLANTING BED 6 Baccharis'Centennial' Coyote Brush APPROVED MULCH. TAIN TURF FREE / ea AREA 12" FROM TRUNK / —I I I= INSTALL 4" THICK MULCH LAYER PRIOR 7 Bougainvillea'LaJolla' Bougainvillea 5 G II-III=I I Q aose 5 G 592 3" BASIN IN LAWN (SEE GROUND COVER PLANTING DETAIL 6" BASIN IN G. COVER TO PLANTING GROUNDCOVER 8 Cistus hybridus White Rocl BACKFILL MIX =III I ' —III— ) O 9 Cotoneaster lacteus Pamey Cotoneaster S G 129 (SEE SPECS.) FINISH BACKFILL MIX I—III=I I I_ FINISH GRADE ® 10 Ceanofhus'Concha' Ceanothus GRADE (SEE SPECS.) —III= I= 5 G 249 III=III=I 6"BASIN 11 Lantana montevidensis Lantana 1 G @ 30" o.c. 98 III —III —III= _ _ — _ _ _ _ = 12 Echium fastuosum Pride ofMadrea 5 G 41 J —III _III —III µII —III —_III -I I III I f " : IS "r.! _ _ _ _ _ _ _ h y _ _ _ ��, eF III III —III —III —III —III —III - a —III—III ! =III- = o — - 4, a'r — — Oe 13 Elaeagnus pungens Silvexberry S G 231 CSA III=III=II III—III=III=III=III=III—III— 14 Fremontodendron californicum California Flannelbush 15 G 88 APPROVED PLANTING TABLETS o (SEE SPECS.) X —III=I I=1 —III—I —III- III—1 I —III—I I I—III—III=1 =1 III —III —III III —III— H 15 Hesperaloe parviflom Red 15 G 35 � �� =1 11— III —III —III— —I —I =—I —III—III=III=III=III—III=III- PLANTING BACKFILL O —III—III w4 ` a 1 III— —III — III—III—i 16 Heteromeles azbutifoha Toyon 15 G; 124 PLANTING TABLETS \/ PUDDLE AND SETTLE = r'-.. (SEE SPECS.) AMENDED SOIL TO SET PLANT AT — — — ® 17 Leucophyllum laevigatum Clrihuahuan Sage 5 G 364 Underground FINISH GRADE -I PLANTING BACKFILL ." Service Alert 3X ROOTBALL II 3X ROOTBALL �� a° �z ��' OO 18 Moraea bicolor Fortnight Lily 5 G 305 Call: TOLL FREE 6 PUDDLE AND SETTLE c o < \ 1 - 800 TO SET PLANT AT UNAMENDED SUBGRADE 227-2600 FINISH GRADE �l e ^,,, °°o°a°o 19 Rosmarinus o. 1 Prostratus1 Trailing Rosemary 4" pot @ 30" o.c. 9,470 �L� „�°a.0.�'"� rl ' °o°gag° ` �� I 20 Salvia greggu Red Salvia 1 G 10 TWO WORKING GAYS BEFORE YOU GIG SHRUB PLANTING SHRRB PLANTING ON SLOPE �a ��>t�l� MULCH LAYER 21 Senecio mandraliscae N.C.N. Rooted cutting @ 12" G.G. 375 05-26-05 CREATION GATE SEAL —COUNTY `COUNTY. OF RIVERSIDE SEAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT \00sc S 1 T E S C A P E S COUNTY OF RIVERSIDE SHEET NO. OB-26-°5 let TRANSPORTATION DEPARTMENT Eo qPF COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING oz-z°-°6 nd - SUBMITTAL COUNTY SERVICE AREA — 12 6 C9-07-G6 rd-SUBMITTAL �QOA oAy�, APPROVED BY: \yt \� �_1P Landscape Architecture NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH PERMIT HAS BEEN ISSUED. OFESSi �� a�a° Pot"+ Ac PEE rye Q 2782 s and Planning TRANSPORTATION DEPARTMENT 15 FOR P-1 8��°Ioi * * Costa Airport Loop 26Dr.' TR LANE F-1&-2 THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Z ( Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY, ONLY. LANDSCAPE PLANS FOR CSA SLOPES FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN ExP. 6/30/06 ' HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL tieJ. 3 f a �" \� (949) 644-9370 (714) 210-3140 FAx PLANTING NOTES OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE plq CIVI4 �P DATE: 4� maw�S �� RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �' EO PREPARED BY: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE OF CAI.�F �- fJ 7 _ _®7 pF CA1-� LEGEND &DETAILS OF 51 SHTS. ARCHITECT COUNTY RECOM„TENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA-49782 DA-E: 08/ 33/05 SCALE: FOR: SIR VENTURES W.O. 04-044 COUNTY HOR: VERT: FILE No, 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OB-23-05 CREA71ON DATE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT Be-25-05 let — SUBMITTAL - COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR GRADING o2-20—oB d — SUBMITTAL PERMIT HAS BEEN ISSUED. 0B-07-0B rd — SUBMITTAL THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE .. FOR ASSURING THE ACCURACY AND ACCEPTBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P1 SEAL —COUNTY '`COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT c�``oao 6°PO4Pf �9 S I T E S C A' P E S QREss� APPROVED BY: �� a� +�� °yam Landscape Architecture �o� p A. 0 W Q 2782 s and Planning 3195-13 Airport Loop Dr., x IN 33950 z wl.07UTIRE Costa Mesa, CA. 92626 Exp. 6/30/06 ale�,!'l o+>E ��Q (949) 644-9370 (714) 210-3140 FAX j CIVI PwiliIIIIIIIIIII, 116M DATE: 9 �7 '4TF, OF PREPARED BY: APPR. DATE 9TFOF CAI-�F IMLi.N L✓s�.o,y„ CAI, EXHIBIT REVISIONS COUNTY I RECOMMENDED BYE` DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA—',I2782 DATE: 08/23/05 SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT—OF—WAY ONLY. SCALE: HOR: VERT: COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P_3 TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES & GROUNDCOVER) FOF 51 FOR: SMR VENTURES W.O. 04-044 COUNTY FILE NO. (191 Underground Service Alert Call: TOLL FREE 1-800. 227-2600 TWO WORKING DAYS BEFORE YOU DIG II CppBh' F:: yI � I k� 1 I ..:' ?��i� I1 D • , FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P 1 SCALE 1"=30' TRACT 29741 KEYMAP 01 0e-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL � � COUNTY OF RIVERSIDE SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-26-05 Isc— SUBMITTAL TRANSPORTATION DEPARTMENT E�400SCAot S 1 T E S C A P E S COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING 02-2a-01 nd- SUBMITTAL pFES4/ t4� �p0 6PO(H+ 49P Landscape Architecture — — ---- COUNTY SERVICE AREA — 126 PERMIT HAS BEEN ISSUED. as-o7-a6 rd— SUBMITTAL oe oA o APPROVED BY: �.`'�.�� Z782 `°sy�. p NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH and Planning P-5 �� * * 3195—B Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR TR 29597,-1&-2 THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 z % I Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. LANDSCAPE PLANS FOR CSA SLOPES FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN * Exp. 6/30/06 I S f DMAIE�Q (949) 644-9370 (714) 210-3140 FAx PLANTING PLAN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL `rT CIVIL �P DATE: �9�pa� �� r 5� OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 71 Q '7 F FO PREPARED BY: TREES & GROLNDCOVER OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CAGE;11 ��+/csPw� / ' .Z �— d % Cps` REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS SCALE: FOR: SMR VENTURES W.O. 04-044 COUNTY ARCHITECT COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhomus, License CA—#2782 DATE: 08/23/05 HOR: VERT: FILE NO. Underground Service Alert Call: TOLL FREE 1-800 227-2600 "IWO WORKING DAYS BEFORE YOU DIG INOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. Gll ATION GATE - SUBMITTAL SUBMITTAL SEAL —COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT oFESS�CNi . APPROVED BY: O A 0 Y No. 33950 7- Exp. 6/30/06 P� CIVIL �Q 1 • �f C _ L✓.aq"�.gs APPR. DATE 9� �F CA4�F yteQ a„✓, EXHIBIT REVISIONS F CnUNTY RECOMMENDED BY O'07'0 DATE: 7-ZG-o i DATE: SEAL �a pNoPOL'q ,t/ S 1 T E S C A P E 5 2782 `y4��cy'r N"`v'i/�7 Landscape Architecture and Planning a `1 * * ,.� 3195—B Airport Loop Dr., j Costa Mesa, CA. 92626 - (949) 644-9370 (714) 210-3140 FAX it 9rf' DO% G PREPARED BY: JOB N0. 04-044 TR 29741 amus, License CA-#2782 DATE: SCALE 1"_30' ;T P 1 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. mmms KtYMAY v COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P_6 TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES & GROUNDCOVER) OF 51 SHTS, FOR: SMR VENTURES W.O. 04-044 1 COUNTY FILE N0. ` o Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 34 PE= 19 YCSA w. ZTITY APPROVED v TRACT `� g ai 741 11 ,? SCALE FOR PLANTING NOTES, KEYMAP LEGEND AND DETAILS SEE SHEET PI 08-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE SHEET N0. 08-26-05 nt- SUBMITTAL TRANSPORTATION DEPARTMENT �oVa PO4pF S I T E S C A P E S NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 02-20-01 nd- SUBMITTAL ♦�1�U 6FD�y� �pC Landscape Architecture — — COUNTY SERVICE AREA — 126 COMMENCEIT UNTIL AN ENC. OACHMENT PERMIT AND/OR GRADING 09-07-os �d - SUBMITTAL �aPR� ASOT APPROVED BY: �y � 1782 �� p `` ° ' and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH TR 29597,-1 &-2 P-S 3195-B Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES y No. 33950 7-8 costa Mesa, CA. szszs WORK IN THE ROAD RIGHT-OF-WAY ONLY. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE Exp. 6/30/06 ' �O� JT 3 �Q (949) 644-9370 (714) 210-3140 FAX PLANTING PLAN FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN w HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL J'J. C1V1� �P - DATE: 9T �a Q� PREPARED BY: TREES & GROUNDCO V ER OF 51 SHTS. OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 97� QF \E RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. GATE OF CALF �✓ 7-z�- ®7 CAS SCALE: COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �onuircrr EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA-#2782 DATE: 08/23/05 HOR: VERT: FOR: SMR VENTURES W.O. 04-044 FILE N0. Underground Service Alert Coll: TOLL FREE 1-800 227-2600 nlG7"v7 73t.[e7tLlt�:lB�7d7?it.Pl][ OB-23-05 CREATION DATE NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-26—OB et — SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 ntl — SUBMITTAL PERM,'T HAS BEEN ISSUED. 00-07-06 3riJ - SUBMITTAL THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. � � r APPROVED l•i 4 i D i . FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P 1 SEAL —COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT ��o�a`�°PaLlf A S 1 T E S C hi P E SESs!aAPPROVED BY:>r�9O�Landscape Architecture 2782 s n and Planning �.� 3195—B Airport Loop Dr., aJ No. 33950 zn Costa Mesa, CA. 92626 Exp. 6/30/06 JT (9UTE 49) 644-9370 (714) 210-3140 FAX clvl� 9� Fa DATE: 9rF OFDate PREPARED BY: APPR. DATE DF CA CAUL C . �r 7 - Z �' O % EXHIBIT REVISIONS COUNTY I RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA-#2782 DATE: 08/23/05 SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. SCALE: nc >r mr+r v COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P-9 TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES & GROUNDCOVER) OF 51 FOR:SMR VENTURES W.O. 04-044 COUNTY FILE NO. 9/5/ 58 E=1257.7 II 26 = 1241.2 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 27 PE= 1241.2 DATE VION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS DATE SEAL —COUNTY COUNTY .OF RIVERSIDE TRANSPORTATION DEPARTMENT QROFESSIiAPPROVED BY: a�pA.OT No. 33950 z if�i v O Exp. 6/30/06. GV/ SJ CIVI4 �P DATE: 9� OF CAL RECOMMENDED BY DATE: SEAL E� �nHoscaPE A S1 T E S C A P E,\I' °)6Pal4 �y Landscape Architecture 2782 V ��'JJJ"' and Planning 4 * �_ * .,,-�•.� 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX 9ri�' D°a1°.CO� PREPARED BY: JOB NO. 04-044 TR 29741 emus, 103 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY :ONLY VERT: KtYMAF' v COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH P-10 TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES & GROUNDCOVER) OF 51 Si FOR: SMR VENTURES W.O. D4-044 COUNTY FILE N0. 2 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P1 08-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-26-05 lot - SUBMITTAL TRANSPORTATION DEPARTMENT �� .ANDSCgpF �Z S 1 T E 5 C A P E S COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 nd — SUBMITTAL �51 ti'�Q Baia II"DtHe 'f4l, f7+ Landscape Architecture os-D��DS d —SUBMITTAL �4 o OTti APPROVED BY: 2782 �s and Planning PERMIT HAS BEEN ISSUED. o A. y 3195—B Airport Loop Dr., THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE y No. 33950 z �a�� f Costa Mesa, CA. 92626 FOR ASSURING THE ACCURACY AND ACCEP EI LITY OF THE DESIGN Exp. 6/30/06 949 644 9370 7 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ) 14) 210-3140 FAX OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE Uiq CIV11 �Q DATE: 9J� Dou+0 0Q� PREPARED BY: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �OF CALF � �� 7m��so-7 OF CA1�F REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS ARCHITECT COUNTY RECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA—#2782 DATE: 08/23/05 SCALE 1"_30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT —OF --WAY ONLY.. VER T: IBC v m.%r \/ COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P-11 TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES & GROUNDCOVER) of 51 FOR: SMR VENTURES FILE NO. W.O. 04-044 COUNTY SHRUBS LIST SYMBOL KEY BOTANICALNAME COMMON NAME SIZE SHRUBS ® I Acacia ongaup N.C.N. 1 C @ 48" O.C. 0 2 Aloe Abdata N.C.N. 1 G 0 3 Agave americaaa CeaturyPlant 15G O' 4 Agave admu de N.C.N. 15 G Q° 5 Aloe ub.== Tree Aloe 15 G ® 6 Beed is'Centenniel' Coyote Brush 1 C @ 36" O.C. O7 Bougaiovillea'La Jolla' Bougelavilleo 5G Q 9 Ciatua bybridal White Rockrose SG O9 Catoaeasterlaomas Pasty Cotaneaster 50 ® 10 Ceanothus'C.mbs Ceanalhus 5C 11 Laamaaaamoevidenais Lantava 1 G @ 30" ox. ® 12 Eaium fastuosum Pride ofMadrea 5G (0 13 Elaeagnuspaagais Silvarberry 5G -i- 14 Freaentodendron ealiforol CalifomiaFlannelbush 15G O15 Hesperaloe parviilom Red Yucca 15G ® 16 Hela,.a les arbutifolia Toyon 15 G ® 17 Lcamphyllum fall Chihuahua¢ Sage 5 G ® Ig Maven biwloc Fmlaight Lily 513 °OOOa°a 19 Rosmarinus e.'&0shntus' Trailing Roaernary 411pot@30ao.c. ®20 Salvino Rai Salvia 1G 21 Sdmliscae one ®ecio mea N.C.N. Reofed Nning@12"o.c. ......... _. _ .,,,_., _ ...._ __._.... 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THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, N n ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL DATE I BYy I MARK I EXHIBIT REVISIONS GSA APPROVE ;•;offO' ; E ___.._.._.._..._... .... -,..—.....—......—......—_.... .... —............................... ................... ............ ....... ....... z - p = I 1 2. -- — d _. SCALE FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P1 �f: Rtrmr►r SEAL —COUNTY COUNTY OF RIVERSIDE SEAL COUNTY OF RIVERSIDE �pNoscgp S 1 �" E S C A P III_ S TRANSPORTATION DEPARTMENT ��° aRPO( F� COUNTY SERVICE AREA — 126 oFEssl `� ea N� 9� Landscape Architecture PR APPROVED BY: 5~ s SPRING MOUNTAIN RANCH 2782 `s wF and Planning NOTE: APPROVAL BY THE TR 29597,-1 &-2 3195-B Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES x q No. 33950 � z Q Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. EKp. 6/30/06 i� � / tP a,E ��Q (949) 644-9370 (714) 210-3140 FAX PLANTING PLAN sf CIVIC- �P �J , ® / ` DATE: 9TF aaw• 0� PREPARED BY: (SHRUBS & VINES) 9�OFc/l �_a�m./S �L/ A 7—r2.�—B7 OF CA�`� SCALE: COUNTY RFCOMMFNDFD BY.� DATE: JOB NO. 04-044 TR 29741 Richard Polharnus• License CA—#2782 DATE: 08/23/05 HOR: VERT: FOR: VENTURES W.O. 04-044 FILE N0. SHEET NO. P-12 OF 51 SHI P_ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG LARCHITECT CREATION DATE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT el — SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING nd — SUBMITTAL ` PERMIT HAS BEEN ISSUED, rd — SUBMITTAL THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND K REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS F97:rIA SEAL —COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: a&0114 % 1111111 8.38, 007 lit DATE: RECOMMENDED BY DATE: FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P1 SEAL 10 0NDSCgpf5 I E S C A P E S y,`�%�ea° "P0�"s��y Landscape Architecture 2782 `s '� w` and Planning Costa Airport Loop Costa Mesa, CA. 9262626 lt+J I/ham=�Q (949) 644-9370 (714) 210-3140 FAX Do%. I PREPARED BY: JOB NO. 04-044 TR 29741 us, SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. VERT: KLYMAY `/ COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHRUBS & VINES) FOR: SMR VENTURESIW.O. 04-044 I COUNTY FILE NO. P-13 OF 51 SHTS. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ATION DATE - SUBMITTAL - SUBMITTAL - auaulwAl Ell - its SEAL —COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT �QF��Otq APPROVED BY: Y No. 33950 z � Exp. 6/30/06 CIVIL R. DATE OF CA1IF -7 n , AC COUNTY RECOMMENDED BY =BY = 8-3-07 FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET PI SEAL '; AV S i T E. S C A P E 3 Landscape Architecture and Planning -17) 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. TRACT 29741 4 M1 KEYMAP Po\ "" COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P-15 TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHP,UBS & VINES) OF 51 SHTS. FOR: SMR VENTURES W.O. 04-044 COUNTY j FILE N0. EXHIBIT REVISIONS DATE: JOB NO. 04-044 TR 29741 r se CA—#2782 DATE: RT: 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P1 08-23-05 CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT 08-25-05 let — SUBMITTAL TRANSPORTATION DEPARTMENT A. N PQpF ,Z S 1 -F E S C A P E s COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 nd — SUBMITTAL RpFESS/ APPROVED BY: PD�y�� 9Oy �, ,F—(f; Landscape Architecture PERMIT HAS BEEN ISSUED. os-m-DB d — SUBMITTAL oQ Q A. 0� �� ` 2782 °r 'r h�P�E py n� � y T'(11 and Planning 3195—B Airport Loop Dr., No. 33950'"`A,�//`Costa Mesa, CA. 92626 THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE (�FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06J' 949) 644-9370 (714) 210-3140 FAX HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL J' �Q` DATE: �9� �L� OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �q�, CIVI\. � (r �p E� PREPARED BY: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CAL\F� 7'7 �� CA�-� REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE , ARCHITECT COUNTY IRECOMMENDED BY DATE: JOB NO. 04-044 TR 29741 Richard Polhomus, License CA—#2782 DATE: 08/23/05 SCALE 1"=30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT I5 FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. m VERT: IBC T IYIAr V! COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH P_16 TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHRUBS & VINES) of 51 SH FOR:SMR VENTURES W.O. 04-044 COO. s R UNN0. �9 11 9/5/06 j\ Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 49 PE= 1257.8 11�r. r • CI)T �� 08-23--05 CREA110N DATE SEAL —COUNTY COUNTY OF RIVERSIDE NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT °B 26-05 let -SUBMITTAL TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06 Znd — SUBMITTAL �ESRJ h A C APPROVED BY: 09-07-06 rd — SUBMITTAL PERMIT HAS BEEN ISSUED. O THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE x No. 33950 $4000a FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 5/30/06 &V3 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE spy CIVIC �Q DATE: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND ,F� CA��F /J �/� (° / �.. �j-ZG- O REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE [ lJ ARCHITECT EXHIBIT REVISIONS COUNTY RECOMMENDED BY 5,: DATE: % XX PE= 1 XX PE= 1256, G FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET PI SEAL AN �DSCgP 56� F �S I E 5 C, A P E S �R ao ti �� y Landscape Architecture 2782 rDs n and Planning . ir * � 3195-9 Airport Loop Dr., j Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX grFOf. ull PREPARED BY: JOB NO. 04-044 TR 29741 Richard Polhamus, License CA-#2782 DATE: 08/23/05 SCALE r11_a0' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT—OF—WAY ONLY VERT: b ..f APPROVED _';-/2—a O 0 IBC T nnmr V COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH P-19 TR 29597 —1 &-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHRUBS & VINES) OF 51 SH FOR: SMR VENTURES W.O. 04-044 COUNTY FILE NO. 4q 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 IWO WORKING DAYS BEFORE YOU DIG 08-23-05 CREA-TON DATE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT as-26-08 et - SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 02-20-06e - SUBMITTAL PERMIT HAS BEEN ISSUED. 1 09-07-05Ord — SUBMITTAL THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE " RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT A.. QROFEa�APPROVED BY: OTy� � Y No. 33950 z Exp. 6/30/06 r� CIVIL �Q DATE: EXHIBIT REVISIONS APPR. DATE 9�OF CA1�F , f� fl � 7-,ZG- 07 COUNTY RECOMMENDED BY JANIIIIIIIIIIIIIII DATE: FOR PLANTING NOTES, LEGEND AND DETAILS SEE SHEET P I SEAL 6� 0%I)SCAPF �a0 6 Paty� 4P6 27782 JOB NO- 04-044 TR 29741 �Z s rEsccPEs .�(Landscape Architecture and Planning 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY and Polhamus, License SCALE 1"_30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY wmq 57 PE=1260. 4 .4;; COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH P-21 TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHRUBS & VINES) OF 51 FOR: SMR VENTURES W.O. 04-044 COUNTY, FILE NO. c- Underground Service Alert Cali: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG l7LINLr\1iL UUINUI I IUIN D A. CONTRACT DOCUMENTS: Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution on the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for all parts. B. VERIFICATION: The Contractor shall verify measurements on the drawings before beginning work. In case of error or discrepancy in the drawings or specifications or in the work of others affecting his work, he shall notify the Owners Representative immediately. The Contractor shall be held responsible for any damages or loss due to his failure to observe these instructions. C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise noted, the Contractor shall provide and pay for all materials, labor, tools, and other items necessary and incidental to the completion of his work. D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an adequate survey of the property. The Contractor shall obtain and pay for all permits and comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a variance exists therewith he shall promptly notify the Owner's Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. E. PROTECTION OF WORK, PROPERTY AND PERSON: The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury. due to his act. F. CHANGES IN THE WORK: The Owner may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extras must be made in writing before executing the work involved. G. CORRECTION OF WORK: The Contractor shall re -execute any work that falls to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owner's Representative for a period of ninety (90) days from the date of completion of the contract. H. LANDSCAPE COORDINATOR STATUS: The Landscape Coordinator acts as the authorized representative of the Owner in conjunction with the project manager, and has authority to accept or reject materials or workmanship and to make minor changes in the work not involving extra cost. He will also interpret the meaning of the contract documents and may stop the work if necessary to ensure its proper execution. I. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After reviewing the drawings thoroughly it is the Contractor's responsibility to clarify with the Owners Representative any questions the Contractor may have regarding the method of construction, quantities, or quality of materials included or called out. If the Contractor cannot contact the Owner's Representative, the Contractor must qualify his bid or accept the interpretation of the Owners Representative on the questionable areas as they develop during construction. J. SAMPLES: The Owner's Representative reserves the right to take and analyze samples of materials for conformity to Specifications at any time. The Contractor shall furnish samples upon request by the Owner's Representative. Rejected materials shall be immediately removed from the site and replaced at the Contractor's expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. K. PRE -CONSTRUCTION CONFERENCE: Schedule a pre -construction meeting with the Owner's Representative at least seven (7) days before beginning work. The purpose of this conference is to review any questions the Contractor may have regarding, the work, administrative procedures during construction and project work schedule. L. OPERATION AND MAINTENANCE MANUALS 1. Prepare and deliver to the County's Representative within ten days by calendar prior to copmpletion of construction, all required and necessary descriptive material in complete detail and sufficient quantity properly prepared in individual bound copies of the operation and maintenance manual. The manual shall describe the material installed and shall be in sufficient detail to permit the operating personnel to understand, operate, and maintain all equipment. Spare parts lists and related manufacturer information shall be included for each equipment item installed. Each complete, bound manual shall include the following information: Index sheet stating Contractors address and telephone number, duration of Guarantee period, list of equipment with names and addresses of local manufacturers. - Complete operating and manintenance instructions on all major equipment. 2. In addition to the above maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to the County's Representative at the conclusion of the project that this service has been rendered, M. GUARANTEES 1. The Country reserves the privelege of making any emergency repair without relieving Contractor's Warranty Obligations. 2. Written guarantee shall be supplied in the completion of the project, showing date of completion. IRRIGATION SPECIFICATIONS I. SCOPE OF WORK: The Contractor shall provide all labor, tools, machinery, and processes necessary to install a complete irrigation system as shown on the drawings and/or specified herin. When completed the irrigation system shall be a 100% coverage system in total functioning manner. 11. GENERAL PRQUIREMENTS: A. VERIFICATION OF DIMENSIONS: All scaled dimensions are approximated. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. Spacing of irrigation heads, locations of valves and backflow preventers, and proposed P.O.C. shall be as indicated on the drawings. Any deviation from the plans must have the approval of the Owners Representative. B. VERIFICATION OF FINISH GRADE: The Contractor shall inspect the site and check all finish grades within the work area to ensure the proper soil coverage (as specified) of the irrigation system pipes. C. WATER SUPPLY: The Contractor shall verify and be familiar with the source of water supply to the irrigation system as indicated on the drawings. D. PERMITS AND FEES: The Contractor shall apply and pay for all necessary permits required in the pursuit of his work as required by the governing codes. E. CARE OF EXISTING BUILDINGS AND STEPS: The Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises and contiguo,-s property. Any part of these properties injured, damaged or disturbed because of his work shall be repaired, replaced or cleared by the Contractor at his expense. NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE I BY ARON DATE - SUBMITTAL - SUBMITTAL - SUBMITPL EXHIBIT REVISIONS F. REVIEW OF DRAWINGS: It is the Contractor's responsibility to review irrigation drawings and note any areas he believes additional heads or valves are required prior to submitting a bid. If no changes are submitted, the Contractor is responsible for full coverage of equipment as necessary at the Contractor's expense. G. GOVERNING REGULATION: All local, municipal and state laws, rules and regulations governing or relating to any portion of this work and hereby incorporated into and made part of these specifications, and their provisions shall be carried out by the Irrigation Contractor. H. DIAGRAMMATIC DESIGN: The design is diagrammatic. All pipe, valves, etc., shown within paved areas are for design clarifications only and shall be installed in planted areas where possible. Never install the backflow preventers in lawn area; always in shrub areas. I. INSTALLATION: All irrigation materials shall be installed in accordance with the techniques. and specifications set forth by each respective manufacturer. All pertinent descriptive literature issued by these manufacturers become a part of these specifications after boving been approved by the authorized Owner's Representative. Such installation practices shall be followed only if the directions of the irrigation drawings and specifications do not thoroughly and completely order the methods or techniques to be followed. Install all equipment and materials as shown per details. J. SITE PROBLEMS: The Irrigation Contractor shall not willfully install the irrigation system as indicated on the drawings when it is obvious in the field that there are unknown obstructions, grade differences, and/or discrepancies in the area dimensions until such conditions are brought to the attention of the Owners Representative. III. MATERIALS: Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Unless permission to change is granted from the Owners Representative; materials are to be new and in perfect condition. No deviations from the specifications shall be allowed. The decision of the Owners Representative shall be final in determination of the quality of materials. Pipe shall be extruded of an improved, virgin pipe compound featuring high impact strength. Confirm to ASTM D1784 or D2241 to meet the requirements of cell classification 12454B for pipe. Compound shall have a 2,000 P.S.I. Hydrostatic design stress rating. Reclaim water pipe shall be color -coated purple with the words CAUTION - RECLAIMED WATER printed in black letters on two sides of the pipe. Ultra -Violet resistant (UVR) Pipe; Pipe shall be extruded of an improved P.V.C. compound featuring high impact strength, confirm to ASTM D1784 or D2241 to meet the requirements of cell classification 1254E for pipe compound shall have a 2,000 P.S.I. Hydrostatic design stress rating. UVR water pipe shall be manufactured using a process and/or ingredients proven to resist weakening or corrosion by Ultra -Violet Radiation. Pipes shall be color coded brown. All mainline P.V.C, fitting shall be Schedule 80 fittings other 'PVC fittings shall be Schedule 40 P.V.C. IV. INSTALLATION: F. IRRIGATION HEAD ADJUSTMENTS: The Irrigation Contractor shall flush and adjust all irrigation heads for optimum performance and to prevent overspray, onto walks and buildings as much as passible. This shall include selecting the best degree of arc to fit existing site situations. This also includes using the appropriate radius reduction equipment. G. CLOSING OF UNINSPECTED WORK: The Contractor shall not allow or cause any of his work to be covered or enclosed until it has been inspected, tested and approved by the authorized Owners Representative. Should any of his work be enclosed or covered before such inspection and test, he shall uncover the work at his own expense and after it has been inspected, tested, and approved, he shall make all repairs with like materials necessary to restore all his work and that of other Contractors to its original condition. H. BACKFILLING: 1. Backfill -shall not be placed until the installed irrigation system has been inspected and approved by the Owner's Representative. 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials to protect the pipe from the clods or rocks. The remaining excavated dirt can be used as backfill. The Contractor shall not place detrimental subsoil or rocks in the top 6' of backfill. 3. If settlement occurs and adjustments in pipe, valves, irrigation heads, or any other irrigation device, necessary to bring the system to proper working order. The Contractor shall, as a part of his work under this contract make all the necessary adjustments without extra cost to the Owner. I. AUTOMATIC CONTROLLER AND VALVES: 1. A 120 void electrical power outlet to the controller shall be provided by others. (Provided the Landscape Contractor has not included the electrical connection in his scope of work) the Irrigation Contractor shall be responsible for making the hookup from the outlet to the controller. 2. All wire from the controller to electric control valves shall be solid copper U.F. #14-600 volt direct burial. Use white for common, blue for lawn systems, black for shrub systems and red for moisture sensors; common control wire. Install in common trench with main line pipe where possible. Tape control wire at 10' O.C. to main line pipe. Provide minimum 18" coverage. 3. Wire connections shall be made with "Scotch-Lok" wire connector sealing packs #3576 or Spears "Dri-splice" with sealant DS 300 or approved equal. 4. There shall be a control wire from each control valve running to the controller, and each control valve shall be connected to the common ground wire. 5. All electrical work shall comply with the applicable codes. A. EXCAVATION: 1. The Contractor shall verify locations of all 6. Install all valves per details, and manufactures existing subsurface utilities (mechanical and recommendations. electrical) prior to excavation. Any utilities, A.C. paving, concrete work, plant material, etc., destroyed or MOISTURE SENSOR INSTALLATION (if applicable): damaged by any work under this contract shall be repaired or replaced at the Contractor's expense. 1. Installations and wiring are to be done by the Contractor 2. Trenches for pipe shall be cut to required grade line in compliance with installation and operating instructions at a true gradient to provide uniform support for the enclosed with the moisture sensor and included with length of the pipe. these special instructions. 3. Depth of trenches shall be sufficient to provide a minimum cover above the top of the pipe as noted on 2. The Contractor shall furnish 2-AWG-UF #14 (or larger) the drawings. wires from the controller to the moisture sensor control B. JOINING PIPE: stations, locations shown on drawings. Provide additional 10' expansion lead to each station for finally locating of 1. The Contractor is responsible to be familiar with the sensors. All sensors are to be wired in parallel (see wire methods of assembling, joining, and installing the various color note above). types of pipes to be used. He will adhere in strict accordance with the manufacturers recommended 3. Ametek 6" extension boxes No. 10-170-003 covered by procedures. - Ametek green cover No. IVC-lD-173-004, or approved 2. PVC pipe shall not be threaded and all transition from PVC equal, shall be installed as detailed. to metal piping shall be by PVC male threaded adapter fittings. 4. All wirin connections at valve locations shall be water- 9 proof. 3. All mainline P.V.C. fitting shall be Schedule 80 fittings other PVC fittings shall be Schedule 40 P.V.C. 5. One service unit will be purchased to properly prepare and C. BACKFLOW PREVENTER: The buckflow prevention device P service the moisture sensor. The service unit along with all printed operating instructions are to furnished to the specified herein shall be verified with local plumbing and Owner by the Contractor at final inspection. health codes. In the event of any ,conflict on the device or the installation methods, the Owner's Representative shall be notified PRIOR TO BID OPENING. 6. Moisture Sensor operating and service instruction and operations manual is to be placed in the controller. D. TESTS: 7. Special depth and placement information to augment 1. All main lines and lateral lines which have glued joints Moisture Sensor Installation and Operation Instruction, is to be provided by the Specified Manufacturer. under paving in the system shall be capped and pressure tested at 150 PSI. 8. Installation must be inspected and accepted by the 2. Pressure shall be sustained in the lines for not less than Manufacturers Respresentative. two (2) hours. If leaks develop, the joints shall be replaced and the test repeated until the entire system is watertight. V. DRAWINGS OF RECORD (AS-BUILTS): 3. Test shall be observed and approved by the Owners Representative prior to backfill. A. GENERAL: 4. When the irrigation system has been completed (and before planting has begun), the Contractor, in the 1. General Requirements presence of the Owners Representative, shall test the a. Permits: Contractor shall obtain and pay for all coverage of water afforded to the lawn and planting areas permits required for irrigation installation as complete and adequate, The Contractor shall finish all materials and perform all work required to correct 2. As Built Drawings any inadequacies of coverage. 5. The Contractor shall inform the Owners Representative a. Record accurately on one set of drawings all of any deviations from the plan required by wind, planting, changes in the work constituting departures from soils, or site conditions that has a affect on present the original contract drawings and the actual coverage, 9 finial installed locations of all required components as show below. E. IRRIGATION HEAD INSTALLATION: 1. Shrub and ground cover spray heads adjacent to curbs b. Record drawings shall be compiled using a GPS/GIS data collection No field or walks shall be installed 1" away from the curb or process. manual measured record drawings shall be acceptable. walk and the heads shall be pop-up models as Record drawing information shall be provided as indicated on the drawings, a plotted drawing of the project irrigation system, 2. Shrub spray heads adjacent to building, fences, or a di ital AutoCAD Release 14 drawing file and a GPS)GIS similar structures shall be installed 1" away from, ^v; " data file. All digital files shall be CD diskette structure and the nozzle shall be 6' minimum atibVe fin `r°�`. provided on a clearly marked with grade. Shrub spray heads not near paving structures the project name, file descriptions and date. shall be set 8" above finish grade. 1.3` 3. All irrigation heads are to have double swing ,taints as detailed. / tI 4. Install all irrigation heads per details, s 1 SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 9�D A 0/Y APPROVED BY: P car v No. 33950 10 Exp. 6/30/06//� r� CIVIL �PON DATE: APPR. I DATE 9�OF CALF COUNTY RECOMMENDED BY �u. DATE: SEAL 6� VWSCgp,r �pW ti Pat NA A,p- ��`' JOB NO. 04-044 TR 29741 C. The GPS location shall be accurate to within to centimeters of the actual equipment locations. The changes and dimensions shall be recorded in an AumCAD drawing file using either accuracy verified digital base sheets or an aerial photograph of the project site. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the CSA Representative. After acceptance by the CSA Representative re -plot the record drawings onto reproducible sepia mylar sheets. d. GPS/GIS data for the record drawings shall be collected on a day to day basis during the installation of the pressure mainline or as required to fully indicate all routing locations and pipe depths. GPS/GIS data for all other irrigation equipment locations shall be collected prior to the final inspection ofthe work. e. Dimensions from/to permanent points of reference such as buildings, sidewalks, curbs, etc. shall he shown for eachpiece of irrigation equipment shown below. All 'irrigation symbols shall be clearly shown matching the irrigation legend for the drawings. All lettering on the record drawings shall be minimum 1/8 inch in size. f. The GIS information collected for the irrigation system shall consist of equipment manufacturer, model numbers, size, type and flow rates. g. Show locations, depths and the required GIS information of the following items: I. Point of connection (including water fine, backflow, devices, master control valves, flow sensors, etc.) (Indicate manufacturer, model and size) ii- Routing of sprinklerpressure main lines (dimensions shown at a maximum of 100 feet along routing) ii. Isolation valves (indicate type, manufacturer, model and size) ii. Automatic remote control valves (indicate manufacturer, model, size and flow rate) ii. Quick coupling valves (indicate manufacturer, model and size) ii. Routing of control wires ff. Irrigation controllers (indicate manufacturer, model and size) ii. Related equipment (as may be directed) . h. A firm specifically engaged in GPS/GIS data collection and mapping shall collect GPS/GIS data for the record drawings. GPS/GiS data collection and mapping shall be performed by Global Digi-tech, LLC. (909) 461-6843, or approved equal. i. Contractor must submit as built drawings (sepia mylars and one set of bluclines) to the CSA Representative inspecting the site seven days prior to the start of the maintenance period for approval. 3. Controller Charts: a. The CSA Representative shall approve as -built drawings before charts are prepared. b. Provide two controller charts for each controller supplied, showing the area covered by the automatic controller. c. The chart shall be a reproduction ofthe as built system drawing. Ifthe controller sequence is not legible when the drawing is reduced, enlarge it to a size that will be readable when reduced. d. Charts shall be blackline print with a different transparent color used to show area of coverage for each station. e. When completed and approved, hermetically seal the chart between two pieces ofplastic, each piece being a minimum of 10 mils thick. f. Charts shall be completed and approved prior to final inspection ofthe irrigation system. g. Controller access: The CSA Representative reserves the right to have complete access to the controller clacks for monitoring and controlling system failures. The contractor shall provide the CSA Representative with two sets of all keys necessary for access to the controller clocks within the design area. The keys will then become the property ofthe County. 4. Operation and Maintenance Manuals: a. Prepare and deliver to the CSA Representative, prior to the start of maintenance, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individually boundcopies. Describe the material installed insufficient detail to permit qualified operating personnel to understand, operate and maintain all equipment. Each manual shall include the following: 1. Index sheet stating contractor's address and telephone number. ii. Duration ofguarantee period with guarantee forms, ill. List of equipment with names and addresses of manufacturer's local representatives. iv. Complete operating and maintenance instructions on all major equipment. b. In addition to the maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to the CSA Representative at the conclusion of the work that this service has been rendered. 5. Spare Parts and Equipment: a. Prepare and deliver to the CSA Representative, prior to the start of maintenance, all required spare parts, tools and equipment. Spare parts, tools and equipment shall include the following: L Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the sprinkler system. ii. Two (2) screwdrivers for adjustment of each type of sprinkler bead used in the sprinkler system. iii. Four quick coupler keys with 3/4-inch bronze hose swivels and three -coupler lid / hose bib keys. iv. One valve box cover key or wrench. V. One 5-foot tee wrench for operating 3" gate valves (if used). vi. Six extra spray sprinkler head bodies and four nozzles of each radii and are pattern used on the project. vi. Four extra oscillation sprinkler head bodies of size and type used on the project vi. Four extra rotary sprinkler head bodies of size and type used on the project. vi. Six extra drip emitters of each size and type used on the project. vi. Three 30" valve keys for manual valves. vi. One 36" soil probe. A. Two keys for each irrigation controller. vi. Two keys for each controller enclosure. vi. Radio remote operating devices for irrigation system (if specified). �ZS 1 T E 5 C A P E -5P r��-�jv� Landscape Architecture and Planning 3195-B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX 'REPARED BY amus, License CA- 6. Guarantee B. Submit written guarantee, in approved form, that all work showing defects in materials or workmanship will be repaired or replaced at no cost to the County for a period of one (1) year from date of acceptance by the CSA Representative. b. The guarantee form shall be retyped onto the contractor's letterhead and contain the following information. Guarantee for irrigation system - Tr 29597, -1, & -2 Spring Mountain Ranch CSA Slopes We hereby guarantee that the irrigation system we have furnished and installed for Tr 29597, -1, &-2 Spring Mountain Ranch CSA Slopes is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, of neglect expected. We agree to repair or replace any defects in material or workmanship which may develop during the period of one (1) year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional war to the County. We shall make such repairs or replacements within a reasonable time, as determioed by the County, after receipt ofwriaen notice. In the event of am failure to make such repairs or replacements within a reasonable time after receipt of such written notice from the County., we authorize the County to proceed to have said repairs or replacements made at our expense and we will pay for the costs and charges therefore upon demand. Project Nome: Location (Legal Description of Project Property): Owner: Landscape Architect: Landscape Contractor: Signed: Title: Date of Signature: Telephone: (__) APPROVED 6� (i,..��\� r NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. UW COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH PZZ TR 29597,-1 &-2 LANDSCAPE PLANS FOR CSA SLOPES SPECIFICATIONS OFF 5l SH FOR: SMR VENTURESW.O. 04-044 I COUNTY FILE NO. 20 i PLANTING SPECIFICATIONS / I. SCOPE OF WORK: A. Furnish all labor, materials and equipment necessary to provide and install plant materials as shown on the drawings or as specified herein. _ B. Work included in this section (items included but not limited to): 1. Grade, including mounding, molding and shaping surface of all planting areas as indicated including the removal of existing vegetation unless otherwise specified. 2. Prepare and till soil in planting areas including furnishing of all amendments as specified. Note that amendments indicated on the drawings (unless otherwise specified) are for bid purposes only. Actual soil amendments will be based on the soils test results. 3. Furnish and plant all plant materials as indicated in the drawings and specifications. 4. Perform all pruning as required. 5. Stake and tie all plant materials as specified. 6. Provide for the maintenance of the Planting until acceptance of the job by the Owners Representative. 7. Dispose of all debris and surplus materials. 8. Clean-up. 9. Guarantee. 10. Maintenance. II, VERIFICATION OF SITE CONDITIONS: A. EXCAVATION: The Contractor shall verify exact locations of all existing sub-suface utilities (mechanical and electrical) prior to excavation. Any utilities, A.C. paving, concrete work, etc., destroyed or damaged by any work under this contract shall be repaired or replaced at the Contractors expense. B. SUB -SURFACE DRAINAGE OR SOIL CONDITIONS: Should sub- surface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of correction. If the Contractor fails to notify the Owner's Representative of such conditions, he shall be responsible for plant material under the guarantee clause of the specifications. C. DIMENSIONS: All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owner's Representative of any discrepancies between the information on the drawings and the actual conditions, refraining from doing any work in said areas until given approval to do so by the Owners Representative. III. SOIL AMENDMENTS: 1. Nitrogen stabilized redwood sawdust shall be 100% nitrogen stabilized (5% by dry weight) and free of shaving particles larger than 1/4" passing through a 100 mesh screen. 2. Soil sulfur shall be standard commercial grade. 3. Soil Conditioner - Tri-C Enterprises - 1(800) 927-3311 or (fax) (909) 590-3301. 4. Bone meal 2-22-0 shall be manufactured by Kellogg Supply, Wilmington, CA. 5. Azalea organic planter mix #103 shall be manufactured by Bandini Fertilizer, 6. Ph Acidall shall be manufactured by Kellogg Supply, �.' Wilmington, CA. 7. Par - 5 shall be manufactured by Kaibab Forest Products. 8. Commercial fertilizer shall be Best Products of approved equal. 8. Mycorrhizal inoculum - Tri-C Enterprises, 1 (800) 927-3311, B. TOP SOIL: 1. Topsoil consists of a fertile, friable natural loam of uniform quality, free from subsoil, stiff clay, hard clods, hard pan, sod, partially disintegrated debris, or other undesirable materials. 2. Topsoil shall not contain obnoxious weeds, such as morning glory, Sorel, oxalis, spurge, annual Poo, nut grass or bermuda grass. C. PLANT MATERIALS: 1. Plant names in the Plant List conform to "Standardized Plant Names" by American Joint Committee of Horticultural Nomenclature, except in cases not covered therein. In these instances the established custom of the nursery trade in followed. 2. Plants shall be sound, healthy, vigorous, free from disease and weeds, insect pests of their eggs and shall have healthy, normal root systems, well filling their container, but not to the point of being root bound. 3. Plants shall not be pruned prior to delivery except as authorized by the Owner's Representative. In no case shall trees be topped. Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU80 0 227-2600 DIG NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 4. All plant materials shall be subject to approval of size, health, quality, character, etc., by the Owner's Representative. 5. The height and spread of all plant materials shall be measured with branches in their normal position. 6. The caliper of all trees shall be measured 4' above the surface of the ground. 7. Where caliper or other dimensions of any plant materials are omitted from the plant list, it shall be understood that these plant materials shall be normal stock for the type listed. 8. Plant material shall be symmetrical, typical for variety and species, and shall conform to measurements specified in the Plant List/Legend. 9. Plant material larger than those specified may be supplied if complying in all other respects and at no additional cost to the Owner, upon approval of the Owner's Representative. 10, All plant materials must have been previously inspected at the nursery by the County Horticultural Department and shall be subject to acceptance as to quality by the Owners Representative. 11. Substitutions will be permitted only as indicated, or if proof is submitted that any plant specified is not available, a proposal will be considered for the use of the nearest equivalent size or variety with an equitable adjustment of the contract price. 12. Quantities shown on the call outs on the Planting Plan are for the convenience of the Contractor only. Quantities drawn on the plan (whether by circles, d6ts or triangles) are the final authority and shall be furnished and installed as drawn. The Owner's Representative shall have the final authority as to location of all plant material. D. SEED MATERIALS: 1. Seed shall be clean, fresh, new crop seed and shall be the mixture as noted on the Planting Plan. 2. Seed shall be mixed by the dealer and furnished with the dealer's guarantee statement of composition and percentage of purity which shall be furnished to the Owner's Representative. Seed tags shall be delivered to the Owners Representative at the time of installation. E. STAKES: All stakes shall be per details. IV. OBSTRUCTIONS BELOW GROUND: A. CONTRACTOR'S RESPONSIBILITY: the Contractor is responsible for verifying the location of all utility lines and other underground obstructions so that proper precautions may be taken not to disturb or damage such improvements. In the event of a conflict between such lines and plant locations, the Contractor shall promptly notify the Owners Representative, who shall arrange for the relocation of one or the other. Failing to follow this procedure, the Contractor shall at his own expense make any and all repairs for damages resulting from his work. V. FINISH GRADING: A. TILING: Till all planting areas as specified herein. B. UNIFORM GRADE: After tilling, all areas shall be brought to uniform grade by floating or hand raking. C. GRADE RELATIONSHIPS: Finish grade of planting areas afther application of soil amendments shall be 1" below top of concrete walks and curb grades and 6" below finish floor of building or as noted by spot elevations. D. SLOPE FROM BUILDINGS: soil areas adjacent to buildings shall slope away from the building at 2% minimum for 10 feet and shall continue to slope at a minimum of 1% until water drains to street or storm system. E. ROCKS OR CLODS: No rocks or clods over 3/4" in diameter shall be on top of prepared planting beds. VI. WEED CONTROL: A. KILLING WEEDS: Contractor shall germinate and destroy existing weed seeds before preparing areas for planting. Sufficientwater shall be applied to cause weed seed to sprout. Young weeds shall then be destroyed and removed before they have opportunity to set seed. B. ADDITIONAL REQUIREMENTS: For additional weed killing refer to Planting Notes on the Planting Plan. VII, SOIL PREPARATION: A. SOIL REPORT: Before starting soil preparation the Contractor shall submit o soil report to the Owner and the Owner's Representative. If no soil report is submitted it will be assumed that amendments were not added and the Landscape Contractor will be requested to give a credit for soil preparation. B. COMPACTED AREAS: Soil areas that are compacted to more than 9D7 during site preparation shall be ripped to a minimum of 12" prior to beginning soil preparation. These areas shall be defined by the Owners Representative and be billed as an extra if the unit price is quoted in the bid. C. METHOD OF MIXING: If the slope is under 2 to 1, the soil preparation materials should be broadcast uniformly over all landscape areas and worked to a depth of 6" by rototiller or other acceptable mechanical means to obtain a uniform blend in the soil. If the slope is greater than 2 to 1, the amendments shall be hydraulically applied for areas over 1000 square feet and raked in for small areas. For the soil amendment bid mix refer to the Planting Notes on the Planting Plan. D. EXTRANEOUS MATERIALS: In additional to the work specified above the Contractor shall remove all extraneous materials that are exposed on the surface and grade to facilitate run-off of surface water. E. DELIVERY SLIPS: Supply delivery slips from the supplier for the soil amendments to the site. Bulk loads from the Contractors yard will not be accepted- Supply empty bags for fertilizer to the Superintendent of the job and the Owner's Representative. VIII. SHRUB AND TREE PLANTING: A. CORRELATION: Trees and shrubs shall not be planted until all operations in conjunction with the installation of the irrigation system have been completed, final grades have been established, and the planting beds properly prepared by cultivation and fertilization as covered in these specifications. B. PLANTING TIME: No planting shall take place during extremely hot, dry, windy or freezing weather. C. LOCATIONS: Relative position of all plants and trees is subject to approval of the Owners Representative and they shall, if necessary, be relocated at his direction as part of this contract. Trees shall normally be located a minimum of 5' from buildings, site amenities and walkways. D. DISTRIBUTION: No more plants shall be distributed about the landscape area that can be planted and watered on the same day. E. CONTAINER REMOVAL: Plant containers shall be removed when planting the plants. Container may be split on both sides, however, without use of axe or spade. All containers shall be removed from the site. F. PLANTING PITS: All tree and shrub pits shall have a diameter of at least twice the diameter of the root ball. Pit depths shall be a minimum 12" deeper than the real ball for trees and 8" deeper than the root ball for shrubs or as per planting details. G. PLACING: Plants shall be placed and held during backfill in an upright position in the center of the pit. Plants shall be held at, or slightly above nursery level. The earth ball shall be kept intact. Any exposed roots shall be spread out. Injured roots shall be pruned. H. BACKFILL: Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust to 2 parts topsoil. Materials shall be thoroughly mixed before placement. In addition to backfill, Tri-C Myco paks 7 gm. shall be added to plant pits at the following rates: 1 pak per 1 gallon container 2 poks per 5 gallon container 6 paks per 15 gallon container 10 paks per 24 box 12 paks per 30" box 16 paks per 36" box 18 paks per 42" box 20 paks -per 48" box and those box sizes which are larger I. WATERING: When the pit has peen backfilled to three quarters of its depth water shall be poured about the roots. Air pockets shall be eliminated and backfill continued until the backfill is brought to grade level. J. COMPACTING: Backfill shall not be compacted around the roots or ball of the plant during or after planting. The beckfill on which the plant ball, rests shall be lightly compacted. K. SETTLEMENT: Plants which settle shall be raised to the required level or replaced at the option of the Contractor. Raised plants which fail to grow shall be replaced. L. STAKING: Stakes shall be driven to sufficient depth to hold the tree rigid. Trees shall be supported by at least two ties (see details). M. PRUNING: Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush with the trunk (pruning only as directed by the Owner's Representative). N. PLANTING BEDS: Planting beds shall be edged and cultivated to the line separating areas as shown. Beds shall be brought to a smooth even surface conforming to established grades after full settlement has occurred. IX. GROUND COVER AREAS: A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation. B. SOIL PREPARATION: Prepare the soil as per these specifications and the Planting Notes on the Planting Plan. C. GRADING: Areas shall be raked and floated smooth to provide a true and uniform surface. D. PLANT PITS AND FERTILIZER: Planting pits for ground cover shall be 4" x 4" or adequate to accept plant material from flats or 4" pots without crushing or deforming the rootball. Place a 1/2 tsp. Tri-C Endo 120 fertilizer talblets in each individual ground cover pit. E. SPACING: Plant according to spacing and in areas indicated on the drawings. Soil shall be firmly tamped around each plant, and the excess soil removed from the crown. F. WATERING: Each section of ground cover shall be immediately watered upon completion of planting, and thereafter as required. G. SPACING FROM EDGE: The first raw of ground cover should always,be within 6" of the edge of planting area and triangular spaced. H. DELIVERY SLIPS: Supply delivery slips from the supplier for the soil amendments to the site. Bulk loads from the Contractor's yard will not be accepted. Supply empty bags for fertilizer to the Superintendent of the job and the Owner's Representative. VIII, SHRUB AND TREE PLANTING: A. CORRELATION: Trees and shrubs shall not be planted until all operations in conjunction with the installation of the irrigation system have been completed, final grades have been established, and the planting beds properly prepared by cultivation and fertilization as covered in these specifications. ATION DATE SEAL -COUNTY COUNTY OF RIVERSIDE -SUBMITTAL - SUBMITTAL TRANSPORTATION DEPARTMENT - SUBMITTAL O �o A. APPROVED BY: zP ti�� YNo, 3300Z a� $^�Exp. 6/3/06 ; s� CIVIL �Q DATE: APPR. DATE 9)� 7F CAt IF Z J ' G✓,,�m.w -.Z G ' ® 7 EXHIBIT REVISIONS COUNTY RECOMMENDED BY DATE: B. PLANTING TIME: No planting shall take place during extremely hot, dry, windy or freezing weather. H. SPACING FROM EDGE: the first row of seasonal color should be always within 6" of the edge of the planting area. C. LOCATIONS: Relative position of all plants and trees is subject to the XI. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE): approval of Owner's Representative and they shall, if necessary, be relocated at his direction as part of this contract. Trees shall normally be located a minimum of 5' A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, from buildings, site amenities and walkways. weed control, and soil preparation. D. DISTRIBUTION: No more plants shall be distributed about the B. PREPARATION: Sod area prior to planting shall be rolled landscape area that can be planted and watered on the lightly and watered to a depth of 6" the day prior to same day. planting. If any air pockets are found, the area shall be regraded as necessary. Lightly water the area to be E. CONTAINER REMOVAL: Plant containers shall be removed when planted just prior to planting. planting the plants. Container may be split on both sides, however, without use of axe or spade. All containers shall be C. QUALITY: Sod shall be Grade, machine cut at uniform #1 #1 removed from the site. thickness of 5 8" excluding to gtha tmonthst free and shall be no less n eight nor more than sixteen months old. F. PLANTING PITS: All tree and shrub pits shall have a diameter of at least twice the diameter of the root ball. Pit depths shall be a minimum 12" deeper than the real ball for trees D. TIMING: Installation shall take place within 24 hours after and 8" deeper than the root ball for shrubs or as per harvesting. planting details. E. INSTALLATION: Sod shall be laid in a staggered pattern, with G. PLACING: Plants sholl be placed and held during backfill in tight joints and in the some direction each time. On all an upright position in the center of the pit. Plants shall slopes sod shall be installed from the bottom up and the newly be held at, or slightly above nursery level. The earth ball sod should be protected by walking on boards as installer moves Shall be kept intact. Any exposed roots shall be spread upward. On slopes, pin the sod down with wooden pegs. No out. Injured roots shall be pruned. metal staples will be allowed. No sod of less than 18' in length will be allowed. H. BACKFILL: Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust to 2 parts topsoil. Materials shall F. JOINTS: Adjoin the sections of sod firmly together. If air be thoroughly mixed before placement. In addition to spaces occur between sections of sod they must be filled backfill, commercial fertilizer 20-10-5 Agriform 21 gram with sand or the sod reloid. tablets shall be added to plant pits at the following rates: G. ROLLING: Roll sod with an adequately weighted roller to 1 tablet per 1 gallon container smooth out the sod bed. 2 tablets per 5 gallon container 3 tablets per 15 gallon container H. PROTECTION OF EDGES: Regrade to protect the edges from 4 tablets per 24" box drying if mowing edge is not used. 5 tablets per 30" box 6 tablets per " box 7 tablets per 42 42" box I. WATERING: After installation sod must be kept thoroughly 8 tablets per 48" box and those box sizes which are larger watered to a depth of 6". No foot traffic shall be allowed for 2 to 3 weeks from the date of installation. I. WATERING: When the pit has been backfilled to three quarters of its depth water shall be poured about the roots. Air J. INSPECTION BY SUPPLIER: If there are any questions regarding pockets shall be eliminated and backfill continued until the the quality of sod installation a representative of the supplier backfill is brought to grade level. shall be requested to inspect the installation and the Contractor shall call out the suppliers representative. J. COMPACTING: Backfill shall not be compacted around the roots or ball of the plant during or after planting. The XII. SEED LAWN PLANTING (IF APPLICABLE): backfill on which the plant ball rests shall be lightly compacted. A- REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, K. SETTLEMENT: Plants which settle shall be raised to the weed control, and soil preparation, required level or replaced at the option of the Contractor. Raised plants which fail to grow shall be replaced. B. PREPARATION: Cultivate to a depth of 2" below finish grade, remove stones, foreign growth of any kind and extraneous L. STAKING: Stakes shall be driven to sufficient depth to hold matter, and grade to remove ridges and depressions so that the tree rigid. Trees shall be supported by at least two ties areas after settlement will conform to the finish grade. Roll (see details). and rake lightly until the surface is smooth, friable and of uniform fine texture. M. PRUNING: Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush C. SOWING: Sow lawn seed in the area designated on the with the trunk (pruning only as directed by the Owners drawings at the rate as designated on the Planting Plans. Representative). Sow the lawn in two directions. N. PLANTING BEDS: Planting beds shall- be edged and cultivated D. TOP DRESSING: Rake lightly, spread 1/4" of Par-5 top to the line separating areas as shown. Beds shall be brought g dressing with mechanical spreader, roll with a 200 lbs. to a smooth even surface conforming to established grades roller and water with a fine spray. after full settlement has occurred. XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE): IX. GROUND COVER AREAS: A. GENERAL: The hydromulch shall be applied in the form of o A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, slurry consisting of wood cellulose fiber, seed, chemical weed control, and soil preparation. additives, commercial fertilizer and water. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter like ground cover impregnated uniformly with seed B. SOIL PREPARATION: Prepare the soil as per these specifications and fertilizer and shall allow the absorption of moisture and and the Planting Notes on the Planting Plan. rainfall to percolate to the underlying soil. C. GRADING: Areas shall be raked and floated smooth to provide B. EQUIPMENT: Hydraulic equipment used for the application of a true and uniform surface. the fertilizer, seed, and slurry of prepared wood pulp shall be "super of the hydro -seeder type as approved by the Owners D. PLANT PITS AND FERTILIZER: Planting pits for ground cover Representative, shall be 4" x 4" or adequate to accept plant material from flats or 4" pots without crushing or deforming the rootball. C. APPLICATION: The operator shall spray the area with a uniform Place a 20-10-5 Agriform 5 gram fertilizer tablet in each visible coat by using the green color of the wood pulp as a individual ground cover pit. guide. The slurry shall be applied in a sweeping motion in a arched stream so as to fall like rain allowing the wood fibers E. SPACING: Plant according to spacing and in areas indicated on to build on each other until a good coat is achieved and the the drawings. Sail shall be firmly tamped around each plant, material is spread at the required rate per acre. and the excess soil removed from the crown. D. TIME LIMIT: All slurry mixture which has not been applied F. WATERING: Each section of ground cover shall be immediately within four hours after mixing will be rejected and removed from the project at the Contractor's watered upon completion of planting, and thereafter as expense. required. E. PROTECTION: Special care should be exercised by the G. SPACING FROM EDGE: The first row of ground cover should Contractor in preventing any of the slurry being sprayed inside always be within 6' of the edge of planting area and triangular any reservoir basin or onto drainage ditches and channels spaced. which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractors expense to the satisfaction of the Owner or X. SEASONAL COLOR: Owner's Representative, A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, G. MAINTENANCE AND IRRIGATION: Once the slurry mulch has been weed control, and soil preparation. applied and allowed to set for one day, the slope shall be then be irrigated. There is no set irrigation requirements in B. SOIL PREPARATION: Prepare the soil per these specifications gallons per minute. Duration of time and number of gallons to be and the Planting Notes on the Planting Plan. g applied will vary from day to day and system to system depending on the rate of growth and climatic conditions encountered_ As a rule of thumb, the soil surface must be C. GRADING: Areas shall be raked and floated smooth to provide kept moist at all times, particularly during the seeding a true and uniform surface. germination period (approximately 30 days). D. QUALITY OF PLANTS: Plants shall be healthy annual plant H. RESEEDING: All bare spots shall be reseeded (sodded, if material in bloom in the size indicated on the drawings. hydroseed is turf mix), by the Contractor within 45 days days providing the lack of cover growth or mulch is not due to E. PLANT PITS AND FERTILIZER: Each plant pit for seasonal color inadequate irrigation or erosion caused by excessive watering shall be 6" x 6", or adequate to accept material in the by the Owner. required size, with one teaspoon of bone meal mixed into the backfill mix (shrub backfill mix should be used, not the XIV. REPLACEMENTS: Agriform plant tablets). A. GENERAL: The Contractor shall immediately replace any and F. SPACING: Plant at spacing and in areas indicated on the all materials which for any reason die or are.domaged while drawings. Soil shall be firmly tamped around each plant, under the Contractor's care. Replacements shall be made and the excess soil removed from the crown. with plant of like kind and size in the some manner as specified for the original planting (see uarontee 'XVII-D" G. WATERING: Each section of seasonal color shall be immediately for definition of death and replacement. watered upon completion of planting, and watered thereafter as required. SEAL 610 V0 use 0 PaL9 1 APO A 4 el JOB NO. 04-044 TR 29741 �ZS 1 T E S C A P E S Landscape Architecture .NOTE: APPROVAL BY THE and Planning TRANSPORTATION DEPARTMENT IS FOR 3195-B Airport Loop. Dr., WORK IN THE ROAD RIGHT-OF-WAY ONLY. Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX amus, License VERT. XV. CLEAN-UP: A. GENERAL: After all installation operations have been completed, all trash, excess soil, empty plant containers and rubbish shall be removed from the property. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site. B. TOP SOIL: Excess topsoil shall be removed from the site. C. NEATNESS: Leave the sidewalks and street in a neat and clean condition at the end of each working day. D. REMOVAL OF TAGS: Remove all tags, labels, nursery stakes and ties from all plants unless otherwise directed, and only at the end of all installations. XVI. PROTECTION: A. GENERAL: At all times during construction, adequate protection shall be provided for all areas against damage of any kind, until final acceptance by the Owner's Representative. B- RESPONSIBILITY: the Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises. Any part of them injured, damaged of disturbed because of his work shall be repaired, replaced or cleaned by the (:'ontractor at his expense. XVII. GUARANTEE: A. SHRUBS: All shrubs shall be guaranteed as to growth and health for a period of ninety (90) days after completion of the specified maintenance period and/or final acceptance by the Owner or Owner's Representative. B. TREES: Trees shall be guaranteed to live and grow in an acceptable upright position for one (1) year after the specified maintenance period and/or final acceptance by the Owner or Owner's Representative. The Owner must provide adequate maintenance to ensure the extended guarantee on trees. C. DEFINITION OF DEATH: Plants which die or lose more than 30% of their original leaves shall be replaced. D. REPLACEMENT: The Contractor, within seven ;7) day: .af written notification by the Owner or Owners ,'epresen_tive, shall remove and replace all guc ranteed plal.. materials which for any reason fail to meet the requirement€ of this guarantee. Replacement shall be made with plant mates-d as indicated or specified from the original planting and all t.:ch replacement materials shall be guaranteed as specified io e'.e orig: of guaranteed material. XVIII. MAINTENANCE: A. SCOPE: After all work indicated on the dr, vings or herein specified has been completed, inspected, a: , approved by the Owner or Owner's Representative, the Conti. jtor shall maintain all planted areas by means of continuous atering (including monitoring and adjucting irrigation schedule weeding, rolling, mowing, spraying, reseeding, edg;ng and/o� any other operations necessary for their core and up :ep for a period of not less than ninety (90) days. At the er . of the maintenance period, all plant materials shall be in a he .thy, growing condition. B. WEED CONTROL: All planted areas shall bt- ;ept free of debris and shall be weeded at not more that sek.:l (7) day intervals. Areas that do not have a pre-,. iergent weed killer shall also be cultivated at not mere that ,zven (7) day intervals. C. FERTILIZING: All planted areas she!' receit a fertilizer application of 20 pounds oer 1,OOC squar, feet of Gro-Power 45 days following the beginning of maintenance. Water in thoroughly after application. D. CONDITION OF SITE: During the ri%,intena•::e period, keep the project neat and free from debris at all _:r,,s. Obtain the Owners approval for on -site storc:;e of equipment or maintenance materials. XIX. FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTION: A FINAL CONSTRUCTION INSPECTION: When all landscape improvements 'lave been installed in accordance with the plans and specifications, the Contractor shall notify the Owners Repn sentative and request a "Final Construction" inspection. If the Owners Representative determines the work to t; substantially complete and in conformance with plan: and specifications, the Contractor will be advised that the jasic ninety (90) day maintenance period is started. 1. In order to be substantial complei-, at least the following must have been finished. a. All fine grading, including elimination of low points that hold runoff. b. A complete and operable irrigation system. c. Installation of all plant materials. d. Seeding of all seeded areas. 2. Minor pick-up items may be con.3leted during the basic maintenance period. These items will be determined as Minor solely by the Owner's Representative. B. FINAL MAINTENANCE INSPECTION: At the end of the maintenance period and when the grou:.d cover and turf have established and all pick-up items have been completed, the Contractor shall request a final r:; ntenonce inspection. The Contractor will be advised by the-.wner's Representative at the final inspection that work is or -s not satisfactory. 1. If the work is satisfactory, the basic maintenance period will end on the date of tl::, final inspection as directed by the Owner's Representative. 2. If the work is unsatisfactory the basic maintenance period will continue of no additional 9xpense to the Owner until the work has been completed, inspected, and approved by the Owners Representative. C. FAILURE TO PASS INSPECTION: If the work fails to pass final inspection, any subsequent inspections must be rescheduled as per above, and will be charged to the Contractor at the prevailing hourly rate of the Owner's of the Owner's Representative. COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH TR 29597,-1&-2 LANDSCAPE PLANS FOR CSA SLOPES SPECIFTCAUONS FOR: SMR VENTURESI W.O. 04-044 I `eld''N I T FI, j. SHEET NO. P23 OF. 51 SHTS. Z 9/5/06 NOTE: ALL PLANT BASINS SHALL OChCIX A A" I AYER OF LCH. URF FREE ROM TRUNK G. COVER LAWN PLANTING TABLETS (SEE SPECS.) N ° PLANTING BACKFILL 3" PERFORATED PUDDLE AND SETTLE PVC PIPE & SLIP TO SET PLANT AT CAP W/GRAVEL PER 3X ROOTBALL FINISH GRADE PLANTING PLAN DOUBLE STAKED TREE NOTE: 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. 4. BARRIER SHALL EXTEND A MIN, OF 8" BELOW BOTTOM OF HARDSCAPE. 5. PROVIDE A MIN. OF 10 FEET OF ROOT BARRIER PER TREE. 6, ROOT BARRIER SHALL BE AMIN. OF 18" BELOW GRADE ON WALK SIDE. 7. ROOT BARRIER SHALL BE A MIN. OF 24" BELOW GRADE ON CURB SIDE. 6 NOTE: , DETAIL FOR INSTALLATION , a OF ROOT BARRIER INSTALLATION REFER e TO TREE INSTALLATION DETAILS FOR TREE e � INSTALLATION r CONCRETE CURB BACKFILL MIX — (SEE SPECS.) FINISH ✓ GRADE N D NOTE: ROOT BARRIERS SHALL BE "BIO-BARRIER" MANUFACTURED BY TARGET SPECIALTIES, INC. SAN DIEGO CALIFORNIA ROOT BARRIER NOTE: ALL PLANT BASINS SHALL RECEIVE A 4" LAYER OF APPROVED MULCH. 'BACKFILL MIX (SEE SPECS.) J J m x� T O X u 0 CONCRETE SIDEWALK BARRIER TYP. BACKFILL TYP. TAIN TURF FREE j'�/� AREA 12" FROM TRUNK 6" BASIN IN G. COVER 3" BASIN IN LAWN FINISH GRADE =TPLANTING TABLETS (SEE SPECS.) - — I III III III PLANTING BACKFILL PUDDLE AND SETTLE Underground TO SET PLANT AT FINISH GRADE Service Alert 3X ROOTBALL Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU GIG SHRUB PLANTING . 68-30-0 NOTE.- WORK CONTAINED WITHIN .THESE PLANS SHALL NOT 08-30-0 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING 06-119-116 PERMIT HAS BEEN ISSUED. 09-07-06 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEP11BILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY NOTE: ALL PLANT BASINS SHALL rne�r nn, r nm,r nrn yr DUn CI\/C A All I AVQn nr PVC PIPE & SLIP PIO SET PLANT AT CAP WIGRAVEL PER 3X ROOTBALL I FINISH GRADE PLANTING PLAN DOUBLE STAKED TREE ON SLOPE NOTE: ALL PLANT BASINS SHALL RECEIVE A 4" LAYER OF APPROVED MULCH. FACE OF WALL OR BUILDING SPREAD ON WALLSECURE W/ANCHORS (PER SPECS.) REMOVE NURSERY STAKE SET ROOTBALL TIGHT TO FOOTING, REMOVE ANY EXCESS TRASH, CONC. AT PLANTING HOLEMAINTAIN TURF FREE AREA 12" FROM TRUNK 6" BASIN IN G. COVER 3" BASIN IN LAWN FINISH GRADE x „,�,,,I�„„; 3X ROOTBALL VINE PLANTING NOTE: ALL PLANT BASINS SHALL FINISH GRADE, SLOPE VARIES, SEE PLANS RECEIVE A 4" LAYER OF APPROVED MULCH. zz,_u�ka �I �111V�\I r d 1 IIV, l� BACKFILL MIX (SEE SPECS.) 6" BASIN — SHRUB LEGEND SYMBOL KEY BOTANICALNAME COMMONNAME COMMENTS SIZE OTY. ® 1 Acacia ongemp N.C.N. 1 G @ 48" O.C. - Q 2 Agave attenuata N.C,N 5 G 55 (D 3 Anagiozantftus manglesh Kangaroo Paw 5 G 140 ® 4 Baccharis'Centennial' Coyote Brush 1 G @ 36" o.c. - ® 5 Ceanothus'Concha' Ceanothus 5 G 960 !� 6 Cisms hybridus White Rockrose 50 869 O7 Cotoneasterlacteus Parney Coroneaster 5 G 413 ® S Echium fastuosum Pride ofMadrea 5 G 44 9 Elaeagnus pungens Silverbeny 5 G 7 —I— 10 Ftemontodendron califomicum California Flannelbush 5 G 474 HO 11 Hespemloe parviflora Red Yucca 5 G 92 12 Heteromelea arbutifoha Toyon 5 G 682 f13 Leucophyllum laevigatum Chihuahuas Sage 5 G 702 14 Limonium perezii Smtice, 143 52 12) 15 Moraea bicolor Fortnight Lily 5 G 682 ® 16 Phormium tenax'Bronze Baby' New Zealand Flax (Reddish) 15 G 147 ® 17 Pittospomm tobim'Variegata' Variegated Tobim 5 G 93 18 Raphiolepis indiea'Clam' Dwarf Indian Hawthome 5 G 2035 19 Rosmatinus o.'Prostratus' Trailing Rosemary 4" Pot@ 30" o.c. - Q20 Rosmarmus o. 'Tuscan Blue' Rosemary 5 G 309 %} 21 Stipa tenuissima Mcxican Feather Grass 5 G 3973 XO 22 Xylosma congesturn Xylosma 50 276 ® 23 Yucca whipplei Our Lord's Candle 5 G 179 O 24 Lantana montevidensis Spreading Lantana 1 G 617 a� 25 Opuntia violacaea'Santa Rita' Prickley Pear I G 143 VINES ♦ V-2 Ficus repens Creeping Fig 1 G 20 D/ \ D X a ion D NOTE: LOCATE PLANTS SPACED EQUIDISTANT FROM EACH OTHER AS SHOWN. D = AS SHOWN ON PLANTING PLAN. / /DGEOVING, WALK, WALL, ETC. ET (SEE SPECS.K TILLED PLANTING BED GROUND COVER INSTALL 4" THICK MULCH LAYER PRIOR TO PLANTING GROUNDCOVER FNISH GRADE AMENDED SOIL UNAMENDED SUBGRADE NOTE: ALL OUND COVER SHALL BE PLANTED 12" O.C. GROUND COVER PLANTING 10"A2" THICK TILLED PLANTING BED INSTALL 4" THICK MULCH LAYER PRIOR TO PLANTING GROUNDCOVER (SEE GROUND COVER PLANTING DETAIL) FINISH GRADE III III lit III It, I 11 I I_I I_I I x m / -_ - �; µ: :.. _. -I I_I - I ---III-I -III; w °o11=1 11=1 I I—_ I 11=1 11=1 I —III—I PLANTING TABLETS (SEE SPECS) AMENDED SOIL —I PLANTING BACKFILL . 3X ROOTBALL PUDDLE AND SETTLE-` UNAMENDED SUBGRADE * , 7 ,, ATION DATE — SUBMITTAL — SUBMITrAL — SUBMITTAL TO SET PLANT AT ' FINISH GRADE It'll I'M4 SHURB PLANTING ON SLOPE MULCH LAYER TREE LEGEND SYMBOL KEY BOTANICAL NAME COMMON NAME COMMENTS SIZE TREES Ov A Chitalpa tashkentensis "Pink Dawn" Chitalpa Multi 15 Gal - (3 B Fraxinus velutina Arizona Ash Std. 15 Gal - C Lyonothamnus floribundus Catalina Ironwood Multi 24" Box O - D Platanus acerifolia'Bloodgood London Plane Tree Std. 24" Box - E Quercus berberidifolia Scrub Oak Std. 5 Gal - F Platanus racemosa California Sycamore Multi 15 Gal - G Quercus agrifolia Coast Live Oak Std. - Slope 15 Gal - Std. - Street 24" Box - H Salix lasiolepis Arroyo Willow Std. 5 Gal - �� ♦ I Umbellularia californica California Bay Laurel Std. 15 Gal - J Magnolia grandiflora'Russet' Southern Magnolia Std. 24" Box - o K Schinus molle California Pepper Tree Std. 60" Box - 08 L Schinus molle California Pepper Tree Multi 24" Box - VINES V-2 Ficusrepens Creeping Fig GROUNDCOVER Sod turf Marathon H, Tall Fescue MIX #1: Riparian - Hydroseed Bank Species rh I�II��IIL�III Staked Vine 1 G Species Lbs/Acre minimum Purity/ Germination Claytonia perfoliata - miner's lettuce 0.5 30/40 Juncus bufonius - toad rush 1.0 95/60 Juncus mexicanus -Mexican rush 3.0 N/A Mimulus guttatus -yellow money -flower 2.0 10160 Muhlenbergia rigens - deergrass 2.0 80/70 Nurse Crop: Vulpia microstays 8 90/80 Planto o erecto 5 90/80 MIX 43: Oak Understory - Hydroseed Species Lbs/ Acre Minimum Purity/ Germination Artemesia douglasiana - mugwort 4 15/50 Artemesia dracunculus - tarragon 3 10/60 Lupinus bicolor - miniature lupine 4 98/85 Malosma laurina - laurel sumac 4 98/70 Melica imperfecta - 5 80/60 Nassella pulchra - purple needlegrass 12 90/80 Sambucus mexicana - blue elderberry 4 90/60 Nurse Crop: Vulpia microstays 8 90/80 2. Application Hydroseed Method (all quantities shown reflect Der acre) : 1st Application 2nd Application Seed Mix 1,500 lbs, Wood Fiber Mulch Fertilizer 150 lbs. Ecology Control M-Binder 5001bs. Wood Fiber Mulch Application Notes: Apply 24 hours apart Hydroseedins: Prior to hydroseeding, all pre -planted container plants shall be covered with paper bags, inverted plant containers, or other suitable cover acceptable to landscape architect. These covers are to be removed within 24 hours following completion of the hydroseeding process. G NOTES WHERE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORD CLBAN AND REMOVE THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL. UPON COMPLETION OF SOIL PREPARATION AND PLANTING OF ALL SPECIMEN TREES, BEGIN WEED ABATEMENT PROGRAM BY APPLYING: 100 POUNDS OF A COMMERCIAL FERTILIZER, 46-0 ;0, PER ACRE AND PER MANUFACTURER'S SPECIFICATIONS. WATER ALL AREAS FOUR (4) TIMES DAILY FOR FOURTEEN (14) CONSECUTIVE DAYS UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR THREE (3) DAYS. SPRAY A NON -SELECTIVE, NON -RESIDUAL, SYSTEMIC HERBICIDE TO ERADICATE GERMINATED WEEDS. LET THE WEEDS DIE WITHOUT IRRIGATION FOR A MINIMUM DEPTH OF 1/4"INCH BELOW THE SURFACE OF THE SOIL. IF STUBBORN AND RESIDUAL WEEDS I.E.BERMUDA SHOULD PERSIST ERADICATI ON PROCEDURE SH OULD BE REPEATED. THE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFIED AND COORDINATED WITH AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICAL AND SEASON OF APPLICATION. DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY EFFECT NEW PLANTINGS, SLOPE STABILIZATION OR HYDROSEEDING. SOIL TEST AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETED BUT PRIOR TO SOIL PREPARATION, THE CONTRACTOR SHALL FURNISH A COPY OF THE SOIL TEST FOR AGRICULTURAL SUITABILITY AND FERTILITY (PREPARED BY A CALIFORNIA ASSOCIATION OF AGRICULTURAL LABORATORIES MEMBER) TO THE CONTRACTING OFFICER UPON REVIEWING THE SOILS REPORT TIM CONTRACTING OFFICER MAY MAKE SPECIES SUBSTITUTIONS TO THE PLANT LIST. SOIL PREPARATION - s.f. -s.f. x Slope Factor - s.f. x Slope Factor MACHINE ROTOTILL THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER 1000'SF: (THESE RATES ARE FOR BID PURPOSES ONLY, ACTUAL RATES TO CORRESPOND TO CONTRACTOR'S SOILS REPORT), 4 CU. YDS NITROGEN STABILIZED SAWDUST ISOLBS. GYPSUM 125 LBS STANDARD FERTILIZER (OMIT FOR SLOPE AREAS IN EXCESS OF 4: 1) DEEP ROOT BARRIERS ALL TREES WITHIN 5 FEET OF ANY PERMANENT HARDSCAPE ELEMENT H SUC AS CONCRETE WALKS, WALLS OR BUILDINGS SHALL BE PLANTED WITH AN APPROPRIATE SIZED LINEAR ROOT BARRIER (SEE DETAIL ON THIS SHEET). TREE PLACEMENT NOTES: TREES ARE NOT TO BE PLACED WITHIN BOTTOM OF SWALE LINES OR WHERE THEY COULD INTERFERE W/ SITE DRAINAGE �u APPROVED �zeax SEAL—COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT SEAL 5 1 T E S C �► P E S COUNTY OF RIVERSIDE SHEET N0. APPROVED BY: ��Ow1OPo�APF4 h�`s�a "4 41 Landscape ArchitectureCOUNTY A SERVICE AREA — 126 EXHIBIT REVISIONS ENJO No. 33950 Exp. 6/30/06 218and Planning NOTE: APPROVAL BY THE p TRANSPORTATION DEPARTMENT IS FOR * * T(949) Costa Airport Lao 26w .2,p� Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. dYiib DATE: 9�644-9370 (714) 210-3140 FAX rFOF CA�PREPARED BY: G✓ _' �� v ' O % SCALE: BY DATE: JOB NO. 04-033 TR 29741 Richard Polhamus, License CA—#2782 DATE: uul��uocd HOR: VERT: RING MOUNTAIN RANCH — TR 29741 P-1 LANDSCAPE PLANS FOR CSA SLOPES PLANTING NOTES, LEGEND & DETAILS OF 45 SF 2: W. O COUNTY FILE NO. r Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG OB-3O—o5 CREATION DATE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT Da-sD-as st — SUBMITTAL COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRAD/NG 08-09-08 nd — BUBMITTAL PERMIT HAS BEEN ISSUED. G9-D�-De - suBMIrAL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN - HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. EXHIBIT REVISIONS IL= 7 7YI ' DATE SEAL —COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: •2,07 DATE: RECOMMENDED BY DATE: a<ih SEE SHEET P 1 FOR PLANTING NOTES, LEGEND AND DETAILS SEAL�O VANDSCApf S I T It S C A P E i A pot 94v 9Cy Landscape Architecture W 2782 os '� ~" and Planning p *� 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 ah Q (949) 644-9370 (714) 210-3140 FAX 9�F 11' p� PREPARED BY: SCALE 1"_30' NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. N, COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 PRING MOUNTAIN RANCH — TR 29741 P-4 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES, GROUNDCOVER & VINES) of 45 sh 111610 �a JOB NO. 04-033 TR 29741 VERT: FILE NO. I%lhllli7 ' - - -- -- - -- - ------ - _-� - - - --- ---- - ------ - - _.-----J- "1' PE= 120170.5� , J-A / I 1162.5 2728 HE 1170.5 { I' 27 1 26 I 25 I "II {{{ II III II 24 I 23PE= 62.0 1 PE= 963.8 l PE 165.5PE= 1167, 0 ; PE= 1168.5PE= 50 11635 -----------------------= --- ---------- ---------------------------____-------------- 1 / i ,,,.'// / _t ., -..._.•-. _-i_.�..-_. /.--. - ;" '1 :—/'`' -'/ ; .i! .�. 'ti ./ _ �/ .....,-, �C/ •. „(�,.,._,_,. ..,' , ./i ,tA..-: -�.--�//i=.'�, ;'- 'i , .,......._,,r_.._„" .. ..'' �- `...'_,..,-.-_. ..-...-. -_ -....-.....,...%_.....r%,` . / /-/-'!, '.'..!....-..I _,..--.,..._.,.... . -, ;. 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TRANSPORTATION DEPARTMENT 6�IIANDSCAP4 S 1 T E S C A P E 5 /� _ NOTE: APPROVAL BY THE -- - ii APPROVED BY: `y��c1, APD(y4�4p0y/ 00 /' Landscape Architecture COUNTY SERVICE AREA — 126 2782 s and Planning SPRING MOUNTAIN RANCH — TR 29741 3195—B Airport Loop Dr., TRANSPORTATION DEPARTMENT IS FOR LANDSCAPE PLANS FOR CSA SLOPES P-F) ��Z�o., r(949) Costa Mesa, CA. 92626 WORK IN THE ROAD RIGHT-OF-WAY ONLY. 4&mm —s/ a �Q 644-9370 (714) 210-3140 FAX PLANTING PLAN DATE: 9 �- 9jf,OF CA�\Eo`� PREPARED BY: TREES, GROUNDCOVER & VINES) OF 45 SHTS. 7 ,�v SCALE: COUNTY RECOMMENDED BY $NOW DATE: JOB NO. 04-033 TR 29741 Richard Polhomus, License CA-#2782 DATE: HOR; VERT: FOR: W.O. FILE NO. 7rmf 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADI PERMIT HAS BEEN ISSUED. 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OB-3O-O 9t-SUBMITTAL r,etosc COUNTY OF RIVERSIDE OB-09-OS nd- SUBMITTAL TRANSPORTATION DEPARTMENT �Eo o N PO4,y 4 S I T E S C A P E S NG 09-07-05 rd - SUBMITTAL P ESS/ ti� ea "s 9c / � Landscape Architecture COUNTY SERVICE AREA — 126 F� APPROVED BY: 5 �� y Ir/r P o A- o �` �` 2782 °s % - - -- - Q4 E p and Planning SPRING MOUNTAIN RANCH — TR 29741 ti� NOTE: APPROVAL BY THE P-7 yP� 11 3195—B Airport Loop Dr., LANDSCAPE PLANS FOR CSA SLOPES No. 33950 Z j costa Mesa, CA. 92626 TRANSPORTATION DEPARTMENT IS FOR Exp. 6/30/06 �� Jtj .�F (949) 644-9370 (714) 210-3140 FAx WORK IN THE ROAD RIGHT—OF—WAY ONLY. PLANTING PLAN Sf9� C,1V1�\Q DATE: 'qTF�= PREPARED BY: (TREES, GROUNDCOVER & VINES) OF 45 SHTS. /J 7 °F DATE BY MARK EXHIBIT REVISIONS APPR. DATE OF CA- %� ® CAL SCALE: FOR: W.0• COUNTY ENGINEEP COUNTY RECOMMENDED BY DATE: JOB NO, 04-033 TR 29741 Richard Polhomus, License CA-#2782 DATE: HOR: VERT: FILE N0. 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG F09-07-05 CREATION DATE SEAL -COUNTY COUNTY OF RIVERSIDE NOTE' WORK CONTAINED WITHIN THESE PLANS SHALL NOT et - SUBMITTAL TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING na - SUBMITTAL pFESsI PERMIT HAS BEEN ISSUED. 3rd — SUBMITTAL Q�Q A 0 APPROVED BY: z-37 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � Y No. 33950 z FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 �2�' HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVALr'A.1 f/ OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JI• CIV�� 'Qlw"Awn � /. f f(�J a DATE; RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9�OF CALIF � Z7, !.a REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK EXHIBIT REVISIONS APPR. DATE ENGINEER COUNTY RECOMMENDED BY � DATE: SEAL 2782 S JOB NO- 04-033 TR 29741 715 1 T E S C A P E 5 Landscape Architecture and Planning 3195—B Airport Loop Dr., j Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX PREPARED BY rd Polhamus, NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENTIS FOR WORK IN THE ROAD RIGHT--OF—WAY ONLY. CSA APP7,TP SEE SHEET P 1 FOR PLANTING NOTES, LEGEND AND DETAILS COUNTY OF RIVERSIDE SHEET NO. COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH — TR 29741 P_g LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (TREES, GROUNDCOVER & VINES) OF 4S sH FOR: W.O. 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IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY, , / / s , i . ,// ,>' / � / \\ ,-' ' + f � �- � i i � / / // / //' ./ j' /' i 11,,,/l � ^�w µ .__. .,_..... .» .... . __._, ... \ 1"-•.l ^.N •, �,/ / \ V' r \, ♦/i I i f / f ' / ,% %✓%'' F �r /!' , ,i' _% ./ /' i/ l / f f , ` it ",__. •r_ .._,,, -__ ,._. .......If 10 .. \ � / '/' v r t J / ��" / '`�y // j� %'' j ,r', /r• t t- ....:�. __ _-,,.. ` _ i / r , / : t % ♦ i' f/ .' .: .. [.. -:. � \..-•. -- ., � .- / i , / ,; ; / // f � /' �..\. , % / ai ✓ � i ` / � ry/ y / . 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DATE OF CALF `� OF CA1-�� PREPARED BY: (TREES, GROUNDCOVER &VINES) OF SH GINEER EXHIBIT REVISIONS GDUNTY RECOMMENDED BY DATE: SCALE: COUNTY JOB NO. 04-033 TR 29741 Richard Polhomus, License CA-#2782 DATE: HOR: VERT: FOR: W:0. FILE N0. 9/5/O6 tlp rti 1 20 —F� — — /T' L/F uE WET WEL CONP4NEL 21 T/O/V © © W VY V9 E1 cv a� ea ii TVA J561 D. 8 o _ 69 �.3 70 I _ �— rA 77 ' /17 0 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. TE I BY ENGINEER tl ao- a� a n n o n bq a n n qn P U p q' q P U g n n a tl o p b n P n%1 %1 P P q n n P a tl b p q b n cv sir g n tl a P n q qa b n tlb o n P agnn' aaga'a bna�i© pn nq R► JG ►�i► �•: 71 24 25 e �1 I M% 72 73 74 — + — — -�-,a,e:.tc� IC,�� IL�1�.v :��Ii:Y.�:i�l�:�ll �r,�l�lll�^ i�\illf�f lrlrl� I `STY►�i�t�.i_��i�;[u7i i +i�1��i� . .....dI. ........ ... ;.`tlT�Ll�:�`TT�-111�1 ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL L�e:u0.1 kwiMrfmm�. DATE SEAL —COUNTY No. 33950 Exp. 6/30/06 I—I---I—I—� / I -I -I -I -I -I- -,-I I -I-I-1-I-I I--I—I—I—�—I—I—I-� DAPV/ 26 0 I _ 27 5i o � I 1 A A i ' If SCALE I{` ,30' is SEE SHEET P 1 FOR PLANTING NOTES, LEGEND AND DETAILS KEYMAP f% J .� ' < COUNTY OF RIVERSIDE SEAL an S I T E S C A P E S COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ��VANDSC ,J f SHEET N0. APPROVED BY: �~��Q0 PBIH'v49, rv► ----- Landscape Architecture COUNTY SERVICE AREA — 126 NOTE: APPROVAL BY THE 2782 and Planning SPRING MOUNTAIN RANCH — TR 29741 P-11 3195-6 Airport Loop Dr., TRANSPORTATION DEPARTMENT 1-5FORLANDSCAPE PLANS FOR CSA SLOPES O'�'=�� CA. 92626 WORK IN THE ROAD RIGHT—OF—WAY ONLY. :, Costa Mesa, PLANTING PLAN DATE: `P�,9 E �� _�� (949) 644-9370 (714) 210-3140 FAX 45 e �FOF O� PREPARED BY: (SHRUBS) OF SHTS. RECOMMENDED BY = DATE: JOB N0. 04-033 TR 29741 Richard Polhamus, License CA-2782 DATE: FOR: W.O. 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T(� .L.L'r \ — 1— — 1 15+ 7 10 jO / / \ r -- ---- - I I I 'I 1 11 LIF g. J.I. /\\ �/-------r'_-__`-r-__..___M_-•-- —F ' - -_L ; ;- Y_-- I--_-"___-•_-`_v_.-.__-_ \ \I \ `` •,\ •� , 1 2 - �Ir ' I T 1 irp 01 1 PE= 1 3n o Underground Service Alert 'r Call: TOLL FREE 1-aoo 227— 2600 l O WORKING DAYS BEFORE YOU DIG NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. BB-30-0 CREATION BATE DB-30—o e+ - SUBMITTAL 06-0e-06 Znd - SUBMITTAL 0e-07-06 3rd - SUBMITTAL THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE B Y •, MARK EXHIBIT REVISIONS c CSA I = .APPROVED, I I ' t r SCALE \ 1"=30' ' SEE SHEET P1 FOR PLANTING NOTES LEGEND AND DETAILS` KE AP SEAL —COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT �QVANDSCgpF Afwl S 1 T E i C A P r- s COUNTY OF RIVERSIDE SHEET N0. QROFESSI APPROVED BY: yti'��a�R� 7 Landscape Architecture __ COUNTY SERVICE AREA — 126 2782 °s '�and Planning NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH — TR 29741 P-12 '7 3195—B p TRANSPORTATION DEPARTMENT ps FOR LANDSCAPE PLANS FOR CSA SLOPES x No. 33950 � * * Cost Mesa, CA. Loop Dr., Exp. s/30/06Z 1 4 'r'tw07 s 3 �Q (94s 644-9370 714 210-3140 FAX WORK IN THE ROAD RIGHT-OF-WAY ONLY. PLANTING PLAN �T9TFOF CAU�F \P DATE: ��b� r4T� OF CAw Qom= PREPARED BY: (SHRUBS) OF 45 -SH'TS. SHRUBS / -� SCALE: COUNTY RECOMMENDED BY DATE: JOB NO. 04-033 TR 29741 Richard Polhomus, License CA-#2782 DATE: HOR: VERT: FOR: WO' FILE N0. 9/5/06 e 9/5/06 IVWIN --" k1l 22 PIK lam 9 \ PE—/1/U��(]^5 �-`-`---`-_-_-^'^'� ````^``````~ �,/' (.-__._---`.`~`_`_ �^^ ``�� \ ��(J� _____`_� �-````` -``� ``` (` "n�^ \. ``�\` �``,` \` \ \ .�~ //\?�`` /�\��//{J(,U '�7- ''.... ' ~ � /, ' � / / � / ~�^ '~ '~- � � // / ! /.............. � '// / \^ '' ``-````� \` \ �' // y / � `~``.~'_,/ ,~ AQTIr�^'~~'----� --`````._`````````.` / Underground | Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU 010 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR GI?ADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 0 � _� .- �`r--- SCALE APPROW SEE SHEET P I FOR PLANTING NOTES, LEGEND AND DETAILS SEAL —COUNTY COUNTY OF RIVERSIDE SEAL KADSC4pe 5, 1 T E % C A P f ,'S COUNTY OF RIVERSIDE SHEET NO. TRANSPORTATION DEPARTMENT COUNTY SERVICE AREA — 126 ESS/ APPROVED BY, t �- POL Landscape Architecture NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH — TR 29741 DA-0 14 and Planning TRANSPORTATION DEPARTMENT IS FOR P-14 3195—B Airport Loop Dr., LANDSCAPE PLANS FOR CSA SLOPES -3- -F,- 6 WORK IN THE ROAD RIGHT—OF—WAY ONLY. No. 33950 2I Costa Mesa, CA. 92 26 PLANTING PLAN Exp. 6/30/06 12idgma. IIKA' In 49) 644-9370 (714) 210-3140 FAX DATE; (SHRUBS) OF SHTS. Or- PREPARED By! DATE C 7 COUNTY I SCALE: FOR: W.O. FILE NO. DATE; JOB NO.. , -033 TR 29741 Richard Polhamus, License CA-#2782 DATE: I HOR: VERT: I Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG`'k, F09-097-00i CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT et — SUBMITTAL TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING nd — SUBMITTAL pFESSI / rd — SUBMITTAL A!�APPROVED BY:PERMIT HAS BEEN ISSUED.c o A o , THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. r No. 33950 z Exp. 6/30/06 ,K `P�' CIVIC �P � DATE: DATE BY MARK EXHIBIT REVISIONS APPR. ^ DATE 9TFOF CAL �F� �.G��w✓> � (�dte2—�w� 7— 7 ornnn„ecnmrn ov �' I'll. SEAL �Q 010SCA" !gyp b Pot#4 44D' 2782 ids CAS - a C A P E S �► Landscape Architecture and Planning 3195-8 Airport Loop Dr., r�(949) Costa Mesa, CA. 92626 644-9370 (714) 210-3140 FAX PREPARED BY amus, License CA—#2782 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. m COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH - TR 29741 LANDSCAPE PLANS FOR CSA SLOPES FOR: PLANTING PLAN (SHRUBS) mue FILE NO. SHEET NO. P-16 45 �OF�SHTS. JOB NO. 04-033 TR 29741. 9/5/06 D 13 'E= 1190. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG r CREATION DATE SEAL —COUNTY COUNTY OF RIVERSIDE SEAL NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT n!— SUBMITTAL TRANSPORTATION DEPARTMENT ego o °PoApF4 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING nd — SUBMITTAL eR S1 �� a*a H4 9�y APPROVED BY: h PERMIT HAS BEEN ISSUED. d — SUBMITTAL � Q� o A. o� �� 2782 s Ei No. 33950 z THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE ENo 3395 I * 3 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN OF HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL J'J. �P DATE: �9j �dTa OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND APPR.gDAE�OF cAUFc'' U�—�� ` P✓ % �F CAL� REVISING THE PLANS FOR APPROVAL BY THE COUNTY. BY MARK EXHIBIT REVISIONS nicmirco COUNTY RECOMMENDED BY DATE: JOB N0. 04-033 TR 29741 Ae HLandscape Architecture and Planning .I 3195—B Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX =111 _179117 YI Polhamus, License DATE: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT—OF—WAY ONLY. VERT: .m COUNTY OF RIVERSIDE COUNTY SERVICE AREA — 126 SPRING MOUNTAIN RANCH — TR 29741 LANDSCAPE PLANS FOR CSA SLOPES PLANTING PLAN (SHRUBS) FOR: W.O. FILE NO. SHEET NO. P-17 OF 45 SHTS. 9/5/06 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG GENERAL CONDITIONS A, CONTRACT DOCUMENTS: Shall consist of specifications and its general conditions and the drawings. The intent of these documents is to include all labor, materials, and services necessary for the proper execution on the work. The documents are to be considered as one. Whatever is called for by any parts shall be as binding as if called for all parts. B. VERIFICATION: The Contractor shall verify measurements on the drawings before beginning work. In case of error or discrepancy in the drawings or specifications or in the work of others affecting his work, he shall notify the Owner's Representative immediately. The Contractor shall be held responsible for any damages or loss due to his failure to observe these instructions. C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise noted, the Contractor shall provide and pay for all materials, labor, tools, and other items necessary and incidental to the completion of his work. D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish an adequate survey of the property. The Contractor shall obtain and pay for all permits and comply with all laws and ordinances bearing on the operation or conduct of the work as drawn and specified. If the Contractor observes that a variance exists therewith he shall promptly notify the Owner's Representative in writing and any necessary changes shall be adjusted as provided in the contract for changes in the work. E. PROTECTION OF WORK, PROPERTY AND PERSON: The Contractor shall adequately protect the work, adjacent property, and the public, and shall be responsible for any damages or injury due to his act. F. CHANGES IN THE WORK: The Owner may order changes in the work, and the contract sum being adjusted accordingly. All such orders and adjustments plus claims by the Contractor for extras must be made in writing before executing the work involved. G. CORRECTION OF WORK: The Contractor shall re -execute any work that falls to conform to the requirements of the contract and shall remedy defects due to faulty materials or workmanship upon written notice from the Owners Representative for a period of ninety (90) days from the date of completion of the contract, H. LANDSCAPE COORDINATOR STATUS: The Landscape Coordinator acts as the authorized representative of the Owner in conjunction with the project manager, and has authority to accept or reject materials or workmanship and to make minor changes in the work not involving extra cost. He will also interpret the meaning of the contract documents and may stop the work if necessary to ensure its proper execution. I. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After reviewing the drawings thoroughly it is the Contractor's responsibility to clarify with the Owners Representative any questions the Contractor may have regarding the method of construction, quantities, or quality of materials included or called out. If the Contractor cannot contact the Owner's Representative, the Contractor must qualify his bid or accept the interpretation of the Owners Representative on the questionable areas as they develop during construction. J. SAMPLES: The Owners Representative reserves the right to take and analyze samples of materials for conformity to specifications at any time. The Contractor shall furnish samples upon request by the Owner's Representative. Rejected materials shall be immediately removed from the site and replaced at the Contractors expense. The cost of testing materials not meeting specifications shall be paid by the Contractor. K. PRE -CONSTRUCTION CONFERENCE: Schedule a pre -construction meeting with the Owners Representative at least seven (7) days before beginning work. The purpose of this conference is to review any questions the Contractor may have regarding, the work, administrative procedures during construction and project work schedule. L. OPERATION AND MAINTENANCE MANUALS 1. Prepare and deliver to the County's Representative within ten days by calendar prior to copmpletion of construction, all required and necessary descriptive material in complete detail and sufficient quantity properly prepared in individual bound copies of the operation and maintenance manual. The manual shall describe the material installed and shall be in sufficient detail to permit the operating personnel to understand, operate, and maintain all equipment. Spare parts lists and related manufacturer information shall be included for each equipment item installed. Each complete, bound manual shall include the following information: - Index sheet stating Contractor's address and telephone number, duration of Guarantee period, list of equipment with names and addresses of local manufacturers. - Complete operating and manintenance instructions on all major equipment. 2. In addition to the above maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to the County's Representative at the conclusion of the project that this service has been rendered. M. GUARANTEES 1. The Country reserves the privelege of making any emergency repair without relieving Contractor's Warranty Obligations. 2. Written guarantee shall be supplied in the completion of the project, showing date of completion. IRRIGATION SPECIFICATIONS I. SCOPE OF WORK: The Contractor shall provide all labor, tools, machinery, and processes necessary to install a complete irrigation system as shown on the drawings and/or specified herin. When completed the irrigation system shall be ❑ 100% coverage system in total functioning manner. II. GENERAL PRQUIREMENTS: A. VERIFICATION OF DIMENSIONS: All scaled dimensions are approximated. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions. Spacing of irrigation heads, locations of valves and backflow preventers, and proposed P.O.C. shall be as indicated on the drawings. Any deviation from the plans must have the approval of the Owners Representative. B. VERIFICATION OF FINISH GRADE: The Contractor shall inspect the site end check all finish grades within the work area to ensure the proper soil coverage (as specified) of the irrigation system .pipes. C. WATER SUPPLY: The Contractor shall verify and be familiar with the source of water supply to the irrigation system as indicated on the drawings. D. PERMITS AND FEES: The Contractor shall apply and pay for all necessary permits required in the pursuit of his work as required by the governing codes. E. CARE OF EXISTING BUILDINGS AND STEPS: The Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises and contiguous property. Any part of these properties injured, damaged or disturbed because of his work shall be repaired, replaced or cleared by the Contractor at his expense. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE I BY I ENGINEER ATION DATE - SUBMITTAL - SUBMITTAL - SUBMITTAL EXHIBIT REVISIONS F, REVIEW OF DRAWINGS: It is the Contractor's responsibility to review irrigation drawings and note any areas he believes additional heads or valves are required prior to submitting a bid. If no changes are submitted, the Contractor is responsible for full coverage of equipment as necessary at the Contractor's expense. G. GOVERNING REGULATION: All local, municipal and state laws, rules and regulations governing or relating to any portion of this work and hereby incorporated into and made part of these specifications, and their provisions shall be carried out by the Irrigation Contractor. H. DIAGRAMMATIC DESIGN: The design is diagrammatic. All pipe, valves, etc., shown within paved areas are for design clarifications only and shall be installed in planted areas where possible. Never install the backflow preventers in lawn area; always in shrub areas. I. INSTALLATION: All irrigation materials shall be installed in accordance with the techniques and specifications set forth by each respective manufacturer. All pertinent descriptive literature issued by these manufacturers became a part of these specifications after boving been approved by the authorized Owners Representative. Such installation practices shall be followed only if the directions of the irrigation drawings and specifications do not thoroughly and completely order the methods or techniques to be followed. Install all equipment and materials as shown per details. J. SITE PROBLEMS: The Irrigation Contractor shall not willfully install the irrigation system as indicated on the drawings when it is obvious in the field that there are unknown obstructions, grade differences, and/or discrepancies in the area dimensions until such conditions are brought to the attention of the Owner's Representative, III, MATERIALS: Irrigation materials and equipment shall be of type, size and location as noted and indicated on the drawings. Unless permission to change is granted from the Owners Representative; materials are to be new and in perfect condition. No deviations from the specifications shall be allowed. The decision of the Owners Representative shall be final in determination of the quality of materials. Pipe shall be extruded of an improved, virgin pipe compound featuring high impact strength. Confirm to ASTM D1784 or D2241 to meet the requirements of cell classification 12454E for pipe. Compound shall have a 2,000 P.S.I. Hydrostatic design stress rating. Reclaim water pipe shall be color -coated purple with the words CAUTION - RECLAIMED WATER printed in black letters on two sides of the pipe. Ultra -Violet resistant (UVR) Pipe; Pipe shall be extruded of an improved P.V.C. compound featuring high impact strength, confirm to ASTM D1784 or D2241 to meet the requirements of cell classification 12546 for pipe compound shall have e 2,000 P.S.I. Hydrostatic design stress rating. UVR water pipe shall be manufactured using a process and/or ingredients proven to resist weakening or corrosion by Ultra -Violet Radiation. Pipes shall be color coded brown. All mainline P.V.C. fitting shall be Schedule 80 fittings other PVC fittings shall be Schedule 40 P.V,C. F. IRRIGATION HEAD ADJUSTMENTS: The Irrigation Contractor shall flush and adjust all irrigation heads for optimum performance and to prevent oversproy onto walks and buildings as much as possible. This shall include selecting the best degree of arc to fit existing site situations. This also includes using the appropriate radius reduction equipment. G. CLOSING OF UNINSPECTED WORK: The Contractor shall not allow or cause any of his work to be covered or enclosed until it has been inspected, tested and approved by the authorized Owners Representative. Should any of his work be enclosed or covered before such inspection and test, he shall uncover the work at his own expense and after it has been inspected, tested, and approved, he shall make all repairs with like materials necessary to restore all his work and that of other Contractors to its original condition. H. BACKFILLING: 1. Backfill shall not be placed -until the installed irrigation system has been inspected and approved by the Owners Representative. 2. Trenches shall be backfilled with a minimum of 4" of fine, granular materials to protect the pipe from the clods or rocks. The remaining excavated dirt can be used as backfill. The Contractor shall not place detrimental subsoil or rocks in the top 5" of backfill. 3. If settlement occurs and adjustments in pipe, valves, irrigation heads, or any other irrigation device, necessary to bring the system to proper working order. The Contractor shall, as a part of his work under this contract make all the necessary adjustments without extra cost to the Owner. L AUTOMATIC CONTROLLER AND VALVES: 1. A 120 void electrical power outlet to the controller shall be provided by others. (Provided the Landscape Contractor has not included the electrical connection in his scope of work) the Irrigation Contractor shall be responsible for making the hookup from the outlet to the controller. 2. All wire from the controller to electric control valves shall be solid copper U.F. #14-600 volt direct burial. Use white for common, blue for lawn systems, black for shrub systems and red for moisture sensors; common control wire. Install in common trench with main line pipe where possible. Tape control wire at 10' O.C. to main line pipe. Provide minimum 18" coverage. 3. Wire connections shall be made with "Scotch-Lok" wire connector sealing packs #3576 or Spears "Dri-splice" with sealant DS 300 or approved equal. 4. There shall be a control wire from each control valve running to the controller, and each control valve shall be connected to the common ground wire. IV. INSTALLATION: 5. All electrical work shall comply with the applicable codes. A. EXCAVATION: 6. Install all valves per details, and manufactures 1. The Contractor shall verify locations of all y recommendations. existing subsurface utilities (mechanical and electrical) prior to excavation. Any utilities, A.C. paving, concrete work, plant material, etc., destroyed or MOISTURE SENSOR INSTALLATION (if applicable): damaged by any work under this contract shall be repaired or replaced at the Contractors expense. 1. Installations and wiring are to be done by the Contractor 2. Trenches for pipe shall be out to required grade line in compliance with installation and operating instructions of a true gradient to provide uniform support for the enclosed with the moisture sensor and included with length of the pipe. these special instructions. 3. Depth of trenches shall be sufficient to provide a minimum cover above the tap of the pipe as noted on 2. The Contractor shall furnish 2-AWG-UF #14 (or larger) the drawings, wires from the controller to the moisture sensor control stations, locations shown on drawings. Provide additional B. JOINING PIPE: 10' expansion lead to each station for finally locating of sensors. All sensors are to be wired in parallel (see wire 1. The Contractor is responsible to be familiar with the color note above). methods of assembling, joining, and installing the various . types of pipes to be used. He will adhere in strict accordance with the manufacturers recommended 3. Ametek 6" extension boxes No. 10-170-003 covered by procedures. Ametek green cover No. IVC-10-173-004, or approved equal, shall be installed as detailed. 2. PVC pipe shall not be threaded and all transition from PVC to metal piping shall be by PVC male threaded adapter 4. All wiring connections at valve locations shall be water - fittings. proof. 3. All mainline P.V.C. fitting shall be Schedule 80 fittings other PVC fittings shall be Schedule 40 P.V.C. 5. One service unit will be purchased to properly prepare and service the moisture sensor. The service unit along with all C. BACKFLOW PREVENTER: The backflow prevention device printed operating instructions are to furnished to the specified herein shall be verified with local plumbing and Owner by the Contractor at final inspection. health codes. In the event of any conflict on the device or the installation methods, the Owner's Representative 6. Moisture Sensor operating and service instruction and shall be notified PRIOR TO BID OPENING. operations manual is to be placed in the controller. D. TESTS: 7. Special depth and placement information to augment Moisture Sensor Installation and Operation Instruction, 1. All main lines and lateral lines which have glued joints is to be provided by the Specified Manufacturer. under paving in the system shall be capped and . pressure tested at 150 PSI. 8. Installation must be inspected and accepted by the 2. Pressure shall be sustained in the lines for not less than Manufacturers Respresentative. two (2) hours. If leaks develop, the joints shall be replaced and the test repeated until the entire system is watertight. V. DRAWINGS OF RECORD (AS -GUILTS): 3. Test shall be observed and approved by the Owner's Representative prior to backfill. A. GENERAL: 4. When the irrigation system has been completed (and 1. General Requirements before planting has begun), the Contractor, in the presence of the Owners Representative, shall test the a, Permits: Contractor shall obtain and pay for all coverage of water afforded to the lawn and planting areas permits required for irrigation installation as complete and adequate. The Contractor shall finish all materials and perform all work required to correct 2. As Built Drawings any inadequacies of coverage. 5. The Contractor shall inform the Owner's Re Representative p one set of drawings all a• Record accurately work changes in the work constituting departures from of any deviations from the plan required by wind, planting, the original contract drawings and the actual soils, or site conditions that has a affect on present finial installed locations of all required coverage. components as show below. E. IRRIGATION HEAD INSTALLATION: b. Record drawings shall be compiled using a 1. Shrub and ground cover spray heads adjacent to curbs GPS/GIS data collection process. No manual field or walks shall be installed 1" away from the curb or measured record drawings shall be acceptable. walk and the heads shall be pop-up models as Record drawing information shall be provided as indicated on the drawings. a plotted drawing of the project irrigation system, 2. Shrub spray heads adjacent to building, fences, or a digital AutoCAD Release 14 drawing file and a GPS/GIS data file. All digital files shall be similar structures shall be installed 1" away,fram the the finish - provided on a CD diskette clearly marked with structure and nozzle shall be 6" minimum above t t the project name, file descriptions and date. grade. Shrub spray heads not near paving s ruc ures _ shall be set 8' above finish grade. 3. All irrigation heads are to have double swing joints as detailed. 4. Install all irrigation heads per details. SEAL -COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT 7 QROFESSIOt, APPROVED BY: A-0 �Pv ylr�i Y �IA � No. 33950 � Exp. 6/30/06 p CIVIC NP DATE: APPR. DATE 9lFOF CPL�F 2%a�dull�1 ?' 2 /r 47 COUNTY RECOMMENDED BYUNEW& DATE: C. The UPS location shall be accurate to within 10 centimeters of the actual equipment locations. The changes and dimensions shall be recorded in an AutoCAD drawing file using either accuracy verified digital base sheets or an aerial photograph of theproject site. Prior to final inspection of work, submit record drawings plotted onto vellum sheets for review by the CSA Representative. After acceptance bythcCSA Representative re -plot the record drawings onto reproducible sepia mylar sheets. d. GPS/GIS data for the record drawings shall be collected on a day to day basis during the installation of the pressure mainline or as required to fully indicate all routing locations and pipe depths. GPS/GLSdata for all other irrigation equipment locations shall be collected prior to the final inspection of the work. e. Dimensions from/to permaneat points of reference such as buildings, sidewalks, curbs, etc. shall be shown for each piece of irrigation equipment shoran below. All irrigation symbols shall be clearly shown matching the irrigation legend for the drawings, All lettering on the record drawings shall be minimum 1/8 inch in size. f The GIS information collected for the irrigation system shall consist of equipment manufacturer, model numbers, size, type and flow rates. g. Show locations, depths and the required GIS information of the following items: J. Point of eomectlon (including water pac, backflow devices, master control valves, flow sensors, etc.) (Indicate manufacturer, model and size) ii. Routing of sprinkler pressure main lines (dimensions shown at a maximum of 100 feet along routing) ii. Isolation valves (indicate type, manufacturer, model and size) ii. Automatic remote control valves (indicate maoufacnuer, model, size and flow rate) ii. Quick coupling valves (indicate manufacturer, model and size) ii. Routing of control wires ii. irrigation controllers (indicate manufacturer, model and size) ii. Related equipment (as may be directed) h. A ftan specifically engaged in GPS/GIS data collection and mapping shall collect GPS/GIS data for the record drawings. GPS/GIS data collection and mapping shall be performed by Global Digi-tech, LLC. (909) 461-6843, or approved equal. i. Contractor must submit as built drawings (sepia mylars and one set of bluelines) to the CSA Representative inspecting the site seven days prior to the start of the maintenance period for approval. 3. Controller Charts: a. The CSA Representative shall approve as -built drawings before charts are prepared. J Provide two controller charts for each controller supplied, showing the area covered by the automatic controller. e. The chart shall be a reproduction of the as built system drawing. If the controller sequence is not legible when the drawing is reduced, enlarge it to a size that will be readable when reduced. d Charts shall be blackline print with a different transparent color used to show area of coverage for each station. C. When completed and approved, hermetically seat the chart between two pieces of plastic, each piece being aminimum of 10 mils thick. f. Charts shall be completed and approved prior to final inspection of the irrigation system. g. Controller access: The CSA Representative reserves the right to have complete access to the controller clacks for monitoring and controlling system failures. The contractor shall provide the CSA Representative with two sets of all keys necessary for access to the controller clocks within the design area. The keys will then become the property of the County. 4. Operation and Maintenance Manuals: a. Prepare and deliver to the CSA Representative, prior to the start of maintenance, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four individually bound copies. Describe the material installed in sufficient detail to permit qualified operating personnel to understand, operate and maintain all equipment. Each manual shall include the following: i. Index sheet stating contractor's address and telephone number. ii. Duration of guarantee period with guarantee forms. iii. List of equipment with names and addresses of manufacturers local representatives. iv. Complete operating and maintenance instructions on all major equipment. J In addition to the maintenance manuals, provide the maintenance personnel with instructions for major equipment and show written evidence to the CSA Representative at the conclusion of the work that this service has been rendered. 5. Spare Parts and Equipment: a, Prepare and deliver to the CSA Representative, prior to the start of maintenance, all required spare parts, tools and equipment Spare parts, tools and equipment shall include the following: I. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in the sprinkler system. ii. Two (2) screwdrivers for adjustment of each type of sprinkler head used in the sprinkler system. iii. Four quick coupler keys with 3/4-inch bronze hose swivels and three -coupler lid / hose bib keys. iv. One valve box cover key or wrench. V. One 5-Foot tee wrench for operating 3" gate valves (if used). vi. Six extra spray sprinkler head bodies and four nozzles of each radii and arc pattern used on the project. A. Four extra oscillation sprinkler head bodies of size and type used on the project, vi. Four extra rotary sprinkler head bodies of size and type used on the project. vi. Six extra drip emitters of each size and type used on the project vi. Three 30" valve keys for manual valves. vi. One 36" soil probe. vi. Two keys for each irrigation controller. vi, Two keys for each controller enclosure. vi. Radio remote operating devices for irrigation system (if specified). SEAL VpNDSCgpf A %x 1 T E i C A P E 5 �R6 po ti Poty �� e Landscape Architecture 0and Planning * * j 3195-8 Airport Loop Dr., Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX �rF Date COS PREPARED BY: JOB NO, 04-033 TR 29741 tense 6. Guarantee a. Submit written guarantee, in approved farm, that all work showing defects in materials or workmanship will be repaired or replaced at no cast to the County for a period of one (1) year from date of acceptance by the CSA Representative. b. The guarantee form shall be retyped onto the contractor's letterhead and contain the following information. Guarantee for irrigation.system - Tr 29741 Spring Mountain Ranch CSA Slopes We hereby guarantee that the irrigation system we have famished and installed for Tr 29741 Spring Mountain Ranch CSA Slopes is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect expected. We agree to repair or replace any defects in material or workmanshp which may develop during the period of one (1) year from date of acceptance and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the County. We shall make such repairs or replacements within areasonatile time, as determined by the County, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of such written notice from the County., we authorize the County to proceed to have said repairs or replacements made at our expense and we will pay for the costs and charges therefore upon demand. Project Name: Location (Legal Description of Project Property): Landscape Architect: _ Landscape Contractor: Signed: Date of Signature:_ Address: NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK IN THE ROAD RIGHT-OF-WAY ONLY. VERT: Title: Telephone: U COUNTY OF RIVERSIDE COUNTY SERVICE AREA - 126 SPRING MOUNTAIN RANCH - TR 29741 LANDSCAPE PLANS FOR CSA SLOPES SPECIFICATIONS FOR: ITS FILE NO- SHEET NO. • OF 45 SHTS. 9/5/06 PLANTING SPECIFICATIONS I. SCOPE OF WORK: A. Furnish all labor, materials and equipment necessary to provide and install plant materials as shown on the drawings or as specified herein. B. Work included in this section (items included but not limited to): 1. Grade, including mounding, molding and shaping surface of all planting areas as indicated including the removal of existing vegetation unless otherwise specified. 2. Prepare and till soil in planting areas including furnishing of all amendments as specified. Note that amendments indicated on the drawings (unless otherwise specified) are for bid purposes only. Actual soil amendments will be based on the soils test results. 3. Furnish and plant all plant materials as indicated in the drawings and specifications. 4. Perform all pruning as required. 5. Stake and tie all plant materials as specified. 6. Provide for the maintenance of the Planting until acceptance of the job by the Owners Representative. 7. Dispose of all debris and surplus materials. 8. Clean-up. 9. Guarantee. 10. Maintenance. II, VERIFICATION OF SITE CONDITIONS: A. EXCAVATION: The Contractor shall verify exact locations of all existing sub-suface utilities (mechanical and electrical) prior to excavation. Any utilities, A.C. paving, concrete work, etc., destroyed or damaged by any work under this contract shall be repaired or replaced at the Contractor's expense. B. SUB -SURFACE DRAINAGE OR SOIL CONDITIONS: Should sub- surface drainage or soil conditions be encountered which would be detrimental to growth or survival of plant material, the Contractor shall notify the Owner's Representative in writing, stating the conditions and submit a proposal covering cost of correction. If the Contractor fails to notify the Owners Representative of such conditions, he shall be responsible for plant material under the guarantee clause of the specifications. C. DIMENSIONS: All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately inform the Owners Representative of any discrepancies between the information on the drawings and the actual conditions, refraining from doing any work in said areas until given approval to do so by the Owner's Representative. III. SOIL AMENDMENTS: 1. Nitrogen stabilized redwood sawdust shall be 100% nitrogen stabilized (5% by dry weight) and free of shaving particles larger than 1/4" passing through a 100 mesh screen. 2. Soil sulfur shall be standard commercial grade. 3. Sail Conditioner - Tri-C Enterprises - 1(B00) 927-3311 or (fax) (909) 590-3301. 4. Bone meal 2-22-0 shall be manufactured by Kellogg Supply, Wilmington, CA. 5. Azalea organic olonter mix #103 shall be manufactured by Bandini Fertilizer. 6. Ph Acidall shall be manufactured by Kellogg Supply, Wilmington, CA. 7. Par - 5 shall be manufactured by Kaibab Forest Products. 8. Commercial fertilizer shall be Best Products of approved equal. 8. Mycorrhizal inoculum - Tri-C Enterprises, 1 (800) 927-3311. B. TOP SOIL: 1. Topsoil consists of a fertile, friable natural loam of uniform, quality, free from subsoil, stiff clay, hard clods, hard pan, sod, partially disintegrated debris, or other undesirable materials. 2. Topsoil shall not contain obnoxious weeds, such as morning glory, Sorel, oxalis, spurge, annual Poo, nut grass or bermudo grass. C. PLANT MATERIALS: 1. Plant nomes in the Plant List conform to "Standardized Plant Names" by American Joint Committee of Horticultural Nomenclature, except in cases not covered therein. In these instances the established custom of the nursery trade in followed. 2. Plants shall be sound, healthy, vigorous, free from disease and weeds, insect pests of their eggs and shall have healthy, normal root systems, well filling their container, but not to the point of being root bound. 3. Plants shall not be pruned prior to delivery except as authorized by the Owner's Representative. In no case shall trees be topped. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMEWT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 4. All plant materials shall be subject to approval of size, health, quality, character, etc., by the Owner's Representative. 5. The height and spread of all plant materials shall be measured with branches in their normal position. 6. The caliper of all trees shall be measured 4' above the surface of the ground. 7. Where caliper or other dimensions of any plant materials are omitted from the plant list, it shall be understood that these plant materials shall be normal stock for the type listed. B. Plant material shall be symmetrical, typical for variety and species, and shall conform to measurements specified in the Plant List/Legend. 9. Plant material larger than those specified may be supplied if complying in all other respects and at no additional cost to the Owner, upon approval of the Owner's Representative. 10. All plant materials must have been previously inspected at the nursery by the County Horticultural Department and shall be subject to acceptance as to quality by the Owner s Representative. 11. Substitutions will be permitted only as indicated, or if proof is submitted that any plant specified is not available, a proposal will be considered for the use of the nearest equivalent size or variety with an equitable adjustment of the contract price. 12. Quantities shown on the call outs on the Planting Plan are for the convenience of the Contractor only. Quantities drawn on the plan (whether by circles, dots or triangles) are the final authority and shall be furnished and installed as drawn. The Owner's Representative shall have the final authority as to location of all plant material. D. SEED MATERIALS: 1. Seed shall be clean, fresh, new crop seed and shall be the mixture as noted on the Planting Plan. 2. Seed shall be mixed by the dealer and furnished with the dealers guarantee statement of composition and percentage of purity which shall be furnished to the Owner's Representative. Seed tags shall be delivered to the Owner's Representative at the time of installation. E. STAKES: All stakes shall be per details. IV. OBSTRUCTIONS BELOW GROUND: A. CONTRACTOR'S RESPONSIBILITY: the Contractor is responsible for verifying the location of all utility lines and other underground obstructions so that proper precautions may be taken not to disturb or damage such improvements. In the event of a conflict between such lines and plant locations, the Contractor shall promptly notify the Owners Representative, who shall arrange for the relocation of one or the other. Failing to follow this procedure, the Contractor shall at his own expense make any and ail repairs for damages resulting from his work. V. FINISH GRADING: A. TILING: Till all planting areas as specified herein. B. UNIFORM GRADE: After tilling, all areas shall be brought to uniform grade by floating or hand raking. C. GRADE RELATIONSHIPS: Finish grade of planting areas afther application of soil amendments shall be 1" below top of concrete walks and curb grades and 6" below finish floor of building or as noted by spot elevations. D. SLOPE FROM BUILDINGS: soil areas adjacent to buildings shall slope away from the building at 2% minimum for 10 feet and shall continue to slope at ❑ minimum of 1% until water drains to street or storm system. E. ROCKS OR CLODS: No rocks or clods over 3/4" in diameter Shall be on top of prepared planting beds. VI. WEED CONTROL: A. KILLING WEEDS: Contractor shall germinate and destroy existing weed seeds before preparing areas for planting. Sufficient water shall be applied to cause weed seed to sprout. Young weeds shall then be destroyed and removed before they have opportunity to set seed. B. ADDITIONAL REQUIREMENTS: For additional weed killing refer to Planting Notes on the Planting Plan. VII. SOIL PREPARATION: A, SOIL REPORT: Before starting soil preparation the Contractor shall submit a soil report to the Owner and, the Owner's Representative. If no soil report is submitted it will be assumed that amendments were not added and the Landscape Contractor will be requested to give a credit for soil preparation. B. COMPACTED AREAS: Soil areas that are compacted to more than 90% during site preparation shall be ripped to a minimum of 12" prior to beginning soil preparation. These areas shall be defined by the Owner's Representative and be billed as an extra if the unit price is quoted in the bid. C. METHOD OF MIXING: If the slope is under 2 to 1, the soil preparation materials should be broadcast uniformly over all landscape areas and worked to a depth of 6" by rototiller or other acceptable mechanical means to obtain a uniform blend in the soil. If the slope is greater than 2 to 1, the amendments shall be hydraulically applied for areas over 1000 square feet and raked in for small areas. For the soil amendment bid mix refer to the Planting Notes on the Planting Plan, D. EXTRANEOUS MATERIALS: In additional to the work specified above the Contractor shall remove all extraneous materials that are exposed on the surface and grade to facilitate run-off of surface water. ATION DATE - SUBMITTAL - SU19MMAL - SUBMITTAL EXHIBIT REVISIONS APPR. I DATE E. DELIVERY SLIPS: Supply delivery slips from the supplier for B. 'PLANTING TIME: No planting shall take place during extremely the soil amendments to the site. Bulk loads from the hot, dry, windy or freezing weather. Contractor's yard will not be accepted. Supply empty bogs for fertilizer to the Superintendent of the job and the Owner's C. LOCATIONS: Relative position of all plants and trees is subject Representative. to approval of the Owner's Representative and they shall, if necessary, be relocated of his direction as part of this VIII. SHRUB AND TREE PLANTING: contract. Trees shall normally be located a. minimum of 5' from buildings, site amenities and walkways. A. CORRELATION: Trees and shrubs shall not be planted until all operations in conjunction with the installation of the D. DISTRIBUTION: No more plants shall be distributed about the irrigation system have been completed, final grades have been landscape area that can be planted and watered on the established, and the planting beds properly prepared by some day. cultivation and fertilization as covered in these specifications. E. CONTAINER REMOVAL: Plant containers shall be removed when B. PLANTING TIME: No planting shall take place during extremely planting the plants. Container may be split on both sides, hot, dry, windy or freezing weather. however, without use of axe or spade. All containers shall be removed from the site. C. LOCATIONS: Relative position of ail plants and trees is subject to approval of the Owners Representative and they shall, if F. PLANTING PITS: All tree and shrub pits shall have a diameter necessary, be relocated at his direction as part of this of at least twice the diameter of the root ball. Pit depths contract. Trees shall normally be located a minimum of 5' shall be a minimum 12" deeper than the fool ball for trees from buildings, site amenities and walkways. and 8" deeper than the root ball for shrubs or as per planting details. D. DISTRIBUTION: No more plants shall be distributed about the landscape area that can be planted and watered on the G. PLACING: Plants shall be placed and held during backfill in some day. an upright position in the center of the pit. Plants shall be held at, or slightly above nursery level. The earth ball shall be kept intact. Any exposed roots shall be spread E. CONTAINER REMOVAL: Plant containers shall be removed when out. Injured roots shall be pruned. planting the plants. Container may be split on both sides, however, without use of axe or spode. All containers shall be removed from the site. H. BACKFILL: Plant pit backfilling soil shall consist of 1 part nitrogen stabilized sawdust to 2 parts topsoil. Materials shall be thoroughly mixed before placement. In addition to F. PLANTING PITS: All tree and shrub pits shall have a diameter backfill, commercial fertilizer 20-10-5 Agriform 21 gram of at least twice the diameter of the root ball. Pit depths tablets shall be added to plant pits at the following rotes: shall be a minimum 12" deeper than the rool ball for trees and 8" deeper than the root ball for shrubs or as per planting details. 1 tablet per 1 gallon container 2 tablets per 5 gallon container 3 tablets per 15 gallon container G. PLACING: Plants shall be placed and held during backfill in 4 tablets per 24" box an upright position in the center of the pit. Plants shall 5 tablets per 30" box be held at, or slightly above nursery level. The earth ball 6 tablets per " box shall be kept intact. Any exposed roots shall be spread 42 7 tablets per 42" box out. Injured roots shall be pruned. 8 tablets per 48" box and those box sizes which are larger H. BACKFILL: Plant pit backfilling soil shall consist of 1 part I. WATERING: When the pit has been backfilled to three quarters nitrogen stabilized sawdust to 2 parts topsoil. Materials shall of its depth water shall be poured about the roots. Air be thoroughly mixed before placement. In addition to pockets shall be eliminated and backfill continued :until the backfill, Tri-C Myco paks 7 gm. shall be added to plant pits backfill is brought to grade level. at the following rates: J Iball athelli be 1 pok per 1 gallon container roots of lantlldurriin orafterplanticted ng. The p g p g 2 aks per 5 gallon container P P 9 backfill on which the plant ball rests shall be lightly compacted. 6 paks per 15 gallon container 10 paks per 24 box 12 paks per 30" box K. SETTLEMENT: Plants which settle shall be raised to the 16 paks per 36" box required level or replaced at the option of the Contractor, 18 paks per 42" box Raised plants which fail to grow shall be replaced. 20 paks per 48" box and those box sizes which are larger L. STAKING: Stakes shall be driven to sufficient depth to hold I. WATERING: When the pit has been backfilled to three quarters the tree rigid. Trees shall be supported by at least two ties of its depth water shall be poured about the roots. Air (see details). pockets shall be eliminated and backfill continued until the backfill is brought to grade level. M. PRUNING: Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush with J. COMPACTING: Backfill shall not be compacted around the the trunk (pruning only as directed by the Owners roots or ball of the plant during or after planting. The Representative). backfill on which the plant ball rests shall be lightly compacted. N. PLANTING BEDS: Planting beds shall be edged and cultivated K. SETTLEMENT: Plants which settle shall be raised to the to the line separating areas as shown. Beds shall be brought required level or replaced at the option of the Contractor. to a smooth even surface conforming to established grades Raised plants which fail to grow shall be replaced. after full settlement has occurred. L. STAKING: Stakes shall be driven to sufficient depth to hold IX. GROUND COVER AREAS: the tree rigid. Trees shall be supported by at least two ties (see details). A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation. M. PRUNING: Limbs, branches, canes and runners which require trimming shall be removed to leave a clean cut flush with B. SOIL PREPARATION: Prepare the soil as per these specifications the trunk (pruning only as directed by the Owners and the Planting Notes on the Planting Plan. Representative). N. PLANTING BEDS: Planting beds shall be edged and cultivated C. GRADING: Areas shall be raked and floated smooth to provide a true and uniform surface, to the line separating areas as shown. Beds shall be brought to ❑ smooth even surface conforming to established grades after full settlement has occurred. D., PLANT PITS AND FERTILIZER: Planting pits for ground cover • shall be 4" x 4" or adequate to accept plant material from flats or 4" pots without crushing or deforming the rootball. X. GROUND COVER AREAS: Place a 20-10-5 Agriform 5 gram fertilizer tablet in each individual ground cover pit. A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation. E, SPACING: Plant according to spacing and in areas indicated on the drawings. Soil shall be firmly tamped around each plant, B. SOIL PREPARATION: Prepare the soil as per these specifications and the excess soil removed from the crown. and the Planting Notes on the Planting Plan. F. WATERING: Each section of ground cover shall be immediately C. GRADING: Areas shall be raked and floated smooth to provide watered upon completion of planting, and thereafter as a true and uniform surface. required. D. PLANT PITS AND FERTILIZER: Planting pits for ground cover G. SPACING FROM EDGE: The first row of ground cover should shall be 4" x 4" or adequate to accept plant material from always be within 6" of the edge of planting area and triangular flats or 4" pots without crushing or deforming the rootball. spaced. Place ❑ 1/2 tsp. Tri-C Endo 120 fertilizer tablets in each individual ground cover pit. X. SEASONAL COLOR: E. SPACING: Plant according to spacing and in areas indicated on A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, the drawings. Soil shall be firmly tamped around each plant, weed control, and soil preparation. and the excess soil removed from the crown, F. WATERING: Each section of ground cover shall be immediately B. SOIL PREPARATION: Prepare the soil as per these specifications watered upon completion of planting, and thereafter as and the Planting Notes on the Planting Plan. required. C. GRADING: Areas shall be raked and floated smooth to provide G. SPACING FROM EDGE: The first row of ground cover should a true and uniform surface. always be within 6" of the edge of planting area and triangular spaced. D. QUALITY OF PLANTS: Plants shall be healthy annual plant material in bloom in the size indicated on the drawings. H. DELIVERY SLIPS: Supply delivery slips from the supplier for the soil amendments to the site. Bulk loads from the E. PLANT PITS AND FERTILIZER: Each plant pit for seasonal color Contractor's yard will not be accepted. Supply empty bags for shall be 6" x 6", or adequate to accept material in the fertilizer to the Superintendent of the job and the Owner's required size, with one teaspoon of bone meal mixed into the Representative. - backfill mix (shrub backfill mix should be used, not the Agriform plant tablets). VIII. SHRUB AND TREE PLANTING: F. SPACING: Plant at spacing and in areas indicated on the A. CORRELATION: Trees and shrubs shall not be planted until drawings. Soil shall be firmly tamped around each .plant, all operations in conjunction with the installation of the and the excess soil removed from the crown. irrigation system have been completed, final grades have been established, and the planting beds properly prepared by G. WATERING: Each section of seasonal color shall be immediately cultivation and fertilization as covered in these specifications. watered upon completion of planting, and watered thereafter as required. SEAL -COUNTY cUUN lY ul- NIVtKJIUL bLAL TRANSPORTATION DEPARTMENT `v°au $.gPu�y'fggc eROFESS/�,^ APPROVED BY: 2782 �dry'r Y No. 33950 z `jJ Exp. 6/30/06 � �� S� UTE CIVi\- NX DATE: 9TFOF CAE�F RFCOMMENDED BY !9 DATE: JOB NO. 04-033 TR 29741 H. SPACING FROM EDGE: the first row of seasonal color should be always within 6" of the edge of the planting area. XI. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE): A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation. B. PREPARATION: Sod area prior to planting shall be rolled lightly and watered to a depth of 6' the day prior to planting. If any air pockets are found, the area shall be regraded as necessary. Lightly water the area to be planted just prior to planting. C. QUALITY: Sad shall be #1 Grade, machine cut at uniform thickness of 5/8" excluding top growth and thatch, weed free and shall be no less than eight months nor more than sixteen months aid. D. TIMING: Installation shall take place within 24 hours after harvesting. E. INSTALLATION: Sod shall be laid in a 'staggered pattern, with tight joints and in the some direction each time. On all slopes sod shall be installed from the bottom up and the newly sod should be protected by walking on boards as installer moves upward. On slopes, pin the sod down with wooden pegs. No metal staples will be allowed. No sod of less than 18' in length will be allowed. F. JOINTS: Adjoin the sections of sod firmly together. If air spaces occur between sections of sod. they must be filled _ with sand or the sod relaid. G. ROLLING: Roll sod with an adequately weighted roller to smooth out the sod bed. H. PROTECTION OF EDGES: Regrade to protect the edges from drying if mowing edge is not used. I. WATERING: After installation sod must be kept thoroughly watered to a depth of 6". No foot traffic shall be allowed for 2 to 3 weeks from the date of installation. J.. INSPECTION BY SUPPLIER: If there are any questions regarding the quality of sod installation a representative of the supplier shall be requested to inspect the installation and the Contractor shall call out the suppliers representative. Al. SEED LAWN PLANTING (IF APPLICABLE): A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, weed control, and soil preparation. B. PREPARATION: Cultivate to a depth of 2" below finish grade, remove stones, foreign growth of any kind and extraneous matter, and grade to remove ridges and depressions so that areas after settlement will conform to the finish grade. Roll and rake lightly until the surface is smooth, friable and of uniform fine texture. C. SOWING: Sow lawn seed in the area designated on the drawings at the rate as designated on the Planting Plans. Sow the lawn in two directions. D. TOP DRESSING: Rake lightly, spread 1/4" of Par-5 top dressing with a mechanical spreader, roll with a 200 lbs. roller and water with a fine spray. XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE): A. GENERAL: The hydromulch shall be applied in the form of a slurry consisting of wood cellulose fiber, seed, chemical additives, commercial fertilizer and water. When hydraulically sprayed on the soil surface, the hydromulching shall form a blotter like ground cover impregnated uniformly with seed and fertilizer and shall allow the absorption of moisture and rainfall to percolate to the underlying 'soil. B. EQUIPMENT: Hydraulic equipment used for the application of the fertilizer, seed, and slurry of prepared wood pulp shall be of the "super hydro -seeder type as approved by the Owners Representative. C. APPLICATION: The operator shall spray the area with a uniform visible coat by using the green color of the wood pulp as a guide. The slurry shall be applied in 'a sweeping motion in a arched stream so as to fall Like rain allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. D. TIME LIMIT: All slurry mixture which has not been applied within four hours after mixing will be rejected and removed from the project at the Contractors expense. E. PROTECTION: Special care should be exercised by the Contractor in preventing any of the slurry being sprayed inside any reservoir basin or onto drainage ditches and channels which may impede the free flow of rain or irrigation water. Any slurry spilled into restricted areas shall be cleaned up at the Contractors expense to the satisfaction of the Owner or Owner's Representative. G. MAINTENANCE AND IRRIGATION: Once the slurry mulch has been applied and allowed to set for one day, the slope shall be then be irrigated. There is no set irrigation requirements in gallons per minute. Duration of time and number of gallons to be applied will vary from day to day and system to system depending on the rate of growth and climatic conditions encountered. As a rule of thumb, the soil surface must be kept moist at all times, particularly during the seeding germination period (approximately 30 days). H. RESEEDING: All bore spots shall be reseeded (sodded, if hydroseed is turf mix), by the Contractor within 45 days days providing the lack of cover growth or mulch is not due to inadequate irrigation or erosion caused by excessive watering by the Owner. XIV. REPLACEMENTS: A. GENERAL: The Contractor shall immediately replace any and all materials which for any reason die or are damaged while under the Contractor's care. Replacements shall be made with plant of like kind and size in the same manner as specified for the original planting (see guarantee "XVII-D" for definition of death and replacement). SA APPROVE �ZS 1 IF S C A P E S `_�f7�, Landscape Architecture 0` and Planning 3195-B Airport Loop Dr., l Costa Mesa, CA. 92626 (949) 644-9370 (714) 210-3140 FAX ord Polhamus, License XV. CLEAN-UP: A. GENERAL: After all installation operations have been completed, all trash, excess soil, empty plant containers and rubbish shall be removed from the property. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat and orderly condition throughout the site. Contractor shall pick up all trash resulting from this work no less than each Friday before leaving the site, once a week and/or the last working day each week. All trash shall be removed completely from the site. B. TOP SOIL: Excess topsoil shall be removed from the site. C. NEATNESS: Leave the sidewalks and street in a neat and clean condition at the end of each working day. D. REMOVAL OF TAGS: Remove all tags, labels, nursery stakes and ties from all plants unless otherwise directed, and only at the end of all installations. XVI. PROTECTION: A. GENERAL: At all times during construction, adequate protection shall be provided for all areas against damage of any kind, until final acceptance by the Owner's Representative. B. RESPONSIBILITY: the Contractor shall be held responsible for the care and preservation of all existing buildings and structures on the property and adjacent premises. Any part of them injured, damaged of disturbed because of his work shall be repaired, replaced or cleaned by the Contractor at his expense. XVII. GUARANTEE: A. SHRUBS: All shrubs shall be guaranteed as to growth and health for a period of ninety (90) days after completion of the specified maintenance period and/or final acceptance by the Owner or Owners Representative. B. TREES: Trees shall be guaranteed to live and grow in an acceptable upright position for one (1) year after the specified maintenance period and/or final acceptance by the Owner or Owners Representative. The Owner must provide adequate maintenance to ensure the extended guarantee on trees. C. DEFINITION OF DEATH: Plants which die or lose more than 30% of their original leaves shall be replaced. D. REPLACEMENT: The Contractor, within seven (7) days of written notification by the Owner or Owner's Representative, shall remove and replace all guaranteed plant materials which for any reason fail to meet the requirements of this guarantee. Replacement shall be made with plant material as indicated or specified from the original planting and all such replacement materials shall be guaranteed as specified for the original guaranteed material. XVIII. MAINTENANCE: A. SCOPE: After all work indicated on the drawings or herein specified has been completed, inspected, and approved by the Owner or Owner's Representative, the Contractor shall maintain all planted areas by means of continuous watering (including monitoring and adjucting irrigation schedule), weeding, rolling, mowing, spraying, reseeding, edging and/or any other operations necessary for their care and upkeep for a period of not less than ninety (90) days. At the end of the maintenance period, all plant materials shall be in a healthy, growing condition. B. WEED CONTROL: All planted areas shall be kept free of debris and shall be weeded at not more that seven (7) day intervals. Areas that do not have ❑ pre -emergent weed killer shall also be cultivated at not more that seven (7) day intervals. C. FERTILIZING: All planted areas shall receive a fertilizer application of 20 pounds der 1,000 square feet of Gro-Power 45 days following the beginning of maintenance. Water in thoroughly after application. D. CONDITION OF SITE: During the maintenance period, keep the project neat and free from debris at all times. Obtain the Owners approval for on -site storage of equipment or maintenance materials. XIX. FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTION: A. FINAL CONSTRUCTION INSPECTION: When all landscape improvements have been installed in accordance with the plans and specifications, the Contractor shall notify the Owners Representative and request a "Final Construction" inspection. If the Owner's Representative determines the work to be substantially complete and in conformance with plans and specifications, the Contractor will be advised that the basic ninety (90) day maintenance period is started. 1. In order to be substantial complete, at least the following must have been finished. a. All fine grading, including elimination of low points that hold runoff. b. A complete and operable irrigation system. c. Installation of all plant materials. d. Seeding of all seeded areas. 2. Minor pick-up items may be completed during the basic maintenance period. These items will be determined as Minor solely by the Owner's Representative. B. FINAL MAINTENANCE INSPECTION: At the end of the maintenance: period and when the ground cover and turf have established and all pick-up items have been completed, the Contractor shall request a final maintenance inspection. The Contractor will be advised by the Owners Representative at the final inspection that work is or is not satisfactory. 1. If the work is satisfactory, the basic maintenance period will end on the date of the final inspection as directed by the Owner's Representative. 2. If the work is unsatisfactory the basic maintenance period will continue at no additional expense to the Owner until the work has been completed, inspected, and approved by the Owner's Representative. C. FAILURE TO PASS_ INSPECTION: If the work fails to pass final inspection, any subsequent inspections must be rescheduled as per above, and will be charged to the Contractor at the prevailing hourly rate of the Owner's of the Owner's Representative. COUNTY 01- RIVERSIDE SHEET NO. COUNTY SERVICE AREA - 126 NOTE: APPROVAL BY THE SPRING MOUNTAIN RANCH - TR 29741 TRANSPORTATION DEPARTMENT IS FOR LANDSCAPESPECIFICATIONS SLOPES WORK IN THE ROAD RIGHT--OF-WAY ONLY. VERT. f37:Z1 W.O. II&M OF 45 SHTS. 9/5/06