Loading...
963uu_ls (2) wi REQUIRED INSPECTIONS., PROJECT DIRECTORY THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING CONTACT OWNER: CIVIL ENGINEER: COUNTY REPRESENTATIVE MARK HUGHES AT (951)955,6767 IN ADVANCE AL. HUSN L.P. RICK ENGINEERING COMPANY FOR THE FOLLOWING IRRIGATION AND PLANTING INSPECTIONS WITH LEAD 764 W. RAMONA EXPWY, SUITE C 1770 IOWA AVE, SUITE 100' TIME AS LISTED BELOW: PERRIS, CA 92571 RIVERSIDE, CA 92507 951-776-9300 951-782-0707 PRE-CONSTRUCTION CONFERENCE 72 HOURS MARWAN ALABBASI RICHARD ONE ILL CONCRETE FORMWORK AND SUB-GRADE 48 HOURS CONCRETE FOOTINGS 48 HOURS HEMET CENTER — CUP 0 ��€1� S2 LANDSCAPE ARCHITECT: DRY UTILITY CONSULTANT: CONCRETE FINISH AND ELEVATIONS 48 HOURS VIGEN INCORPORATED ALABBASI CONSTRUCTION & ENGINEERING UTILITY TRENCHES 48 HOURS 516 W. SHAW AVE, SUITE 101 764 W. RAMONA EXPWY, SUITE C FRESNO DRAINAGE TRENCHING/PIPING 48 HOURS FLORIDA A WINCHESTER ROAD (SR-7 ' 9 ) CA 93704 PERRIS, CA 92571 MAINLINE/VALVE LAYOUT 48 HOURS 559-268-2711 951-776-930{ PRESSURE LINE/WIRING INSTALLATION AND TESTING 48 HOURS DAVID BIGLER - P.M. CARLOS RENDON MARWAN ALABBASI LATERAL LINE AND SPRINKLER INSTALLATION 48 HOURS L & LMD LPLANS COVERAGE TEST 48 HOURS SITE ADDRESS: 33420 HIGHWAY 74 FINISH GRADING 48 HOURS C A PARCEL NUMBER: 014-013-05 SOIL PREPARATION &WEED-ABATEMENT 48 HOURS ALTRANS PERMIT # 0 80 BUILDING TYPE: VB - SPRINKLERED TREE AND SHRUB LAYOUT 48 HOURS OCC. TYPE: GROUPS M & B UNSEPERATED PLANT MATERIAL REVIEW 48 HOURS OCCUPANT LOAD: (GROUP M) 70 (GROUP B) 0 TREE AND SHRUB PLANTING PITS 48 HOURS ZONE: C FINAL GRADE PRIOR TO MULCHING OR HYDRO-SEEDING 48 HOURS CONSTRUCTION TYPE: NEW COMMERICAL FINAL INSPECTION 7 DAYS BUILDING AREAS: TOTAL BUILDING: 9 000 1 STORY COUNTY OF RIVERSIDF 3 C-STORE (1 STORY): 4,490 SF ( , , ALLOWABLE') ' COUNTY APPROVAL OF LANDSCAPE PLANS WITH CALTRANS „ < ..:,_ 7 7 F (9,000, 1 STORY ALLOWABLE) CAR WASH 1 STORY): 3 S ( , } ( ) RIGHT-OF-WAY I ONLY VALID AFTER ENCROACHMENT PERMIT S OFUEL CANOPIES: 6,819 SF UNDER SEPARATE PERMIT) HAS BEEN ISSUED BY CALTRANS, INCLUSIVE OF THESE FLORIDA AVENUE SR-74} t TOTAL 12,046 SF i., '.:: $,.,(ft 1•t2+". N_ ,.cU,t i.,Y !� 4,t1 e �' .. LANDSCAPE PLANS. e I A t t :t f !� wF/ � SITE AREAS: r.. ... .. : r s ,, .afar.. ..,...:, .....,...,,.. a '. �, _ _. __ . .__, � 35 8 . _. __ A PAVING. ., � t a. � x,,, ,, .xf, 1 AGREE T : COMPLY WITH THE REQUIREMENTSF I s ,t „ . _ _. G C) GO O ORDINANCE , �E��,� �w».ac�EdE= ....,.., _ k . . 10,890 S PAVING: NO. 859 AND SUBMIT COMPLETE LANDSCAPE DOCUMENT M C :�. ;. r� , Y, > µo ..: ... - ,.. .., ,.,. ....... ..:... ... .. ,. .. ....::: ., ,,a.,.<.. ,. a ::. ::ate.T��v:.. a: v.. o. t: £ .. _ 31,757 757 S PACKAGE. SHOULD HE ORDINANCE BE REVISED THESE PLANS __ _ _ x , ,��,� Ew . LANDSCAPE: ��„<,,,�, 20 99- SF �f .. , _ � 1 E/OFFSITE OLD HWY 74 T .: . .. ,: � E 3 <r, <; . .. , . r „ ONS T MAY BE SU 1ECT TO CHANGE BASED ON THE UPDATED � ,, , • „ ._.. n _. :>. _,,...: .:n.. .,.,E 6 4 ..,<. ,, .. ,:,,.. ., , 1 7 F LMD HWY 74 & 79 0 60 5 ORDINANCE”. ( ) , o . 5 227 SF BUILDINGS. '. ,.,. 'i. ,- xT. 3;�. s ,;E, ,.::, <,:. .... PaorasEn Cf€. ...__._., .�..e_, ': ..� ,�f,�� =t t ,.,. � . ..,,, _,,, 26,366 SF 0.61 ACRES .. £.Y,.�.��, �xx ,,, .,,, �, x•; ,. .. TOTAL LOT AREA. a . ht — — ;; 458-103-028, 2 458103,030 {, , � • t, E>. ERS. 45$ 1.03 027- 458 1-03 0 9, U, APN NUMB fi: NAT RE: DAVID BI LER DATE: S U G G p . .: ....c,.. , ...,-fir.P ed,u. . .A ,i , siz kn OjECT TY F I , COUNTY O RIVERSIDE O .,,. F HEST O �T�O _ ., rm � aY , ry . . E . € INDEX O LANDSCAPE AND LIGHTING MAINTENANCE ,,«..•.H SC G G C , E E NO, $9-1-CONS©LIDATED i 1 OVER SHEET y C ... :: .. PE MAINTENANCE 2 LANDSCAPE ZONENUMBER: O , .., ;_x. MAINTENANCE , 3 LANDSCAPE MAIN NA li 4 IRRIGATION PLAN APPROVED BY. w m ., ..,; IRRIGATION DETAILS 5 IRRI A 1001 2 .: 4 ., .... ,. 0 50 00 DATE. 0 5 „ 6 IRRIGATION DETAILS E f 7 IRRIGATION DETAILS z 8 IRRIGATION LEGEND /SPECIFICATIONS CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY t 9 IRRIGATION SPECIFICATIONS ON-SITE: ALABBASI CONSTRUCTION 10 IRRIGATION SPECIFICATIONS OFF-SITE: ALABBASI CONSTRUCTION - Old Hwy 74 ONLY VICINITY 1 V If"'�P SHEET INDEX MAP 11 IRRIGATION SPECIFICATIONS OFF-STIE: L & LMd 89-1-C per agreement date 12 IRRIGATION SPECIFICATIONS 13 IRRIGATION SPECIFICATIONS 14 PLANTING PLAN 15 PLANTING DETAILS INSPECTION SCHEDULE NOTES RIVERSIDE COUNTY MAINTENANCE QUANTITIES 16 PLANTING LEGEND/ SPECIFICATIONS 17 PLANTING SPECIFICATIONS 0 1 . AT COMPLETION OF PLANTING, ALL NON-TURF PLANTED AREAS ARE TO RECEIVE A 3" LAYER OF DECOMPOSED GRANITE. WASH EXCESS MULCH OFF CURB AND DO NOT LANDSCAPE QUANTITIES: 18 PLANTING SPECIFICATIONS ENGULF STEMS OF PLANTS AND GROUND COVER. TOTAL ROW MAINTENANCE AREA 10,760 SQ. FTJ 0.24 ACRES 1 TOTAL TRESS IN ROW NONE 2. THE MAINTENANCE PERIOD BEGINS WHEN THE WORK IS SUBSTANTIALLY COMPLETED AND ACCEPTED BY THE OWNER. THE MAINTENANCE PERIOD SHALL BE FOR NINETY (90) r DAYS, AFTER SUBSTANTIAL COMPLETION BY THE OWNER. THE OWNER AND LANDSCAPE ARCHITECT SHALL BE NOTIFIED 10 DAYS PRIOR TO THE TIME THAT THE WORK IS READY FOR TOTAL LANDSCAPE AREA 9,839 SQ. FT. 00 FINAL INSPECTION. THIS FINAL INSPECTION IS REQUIRED BEFORE THE MAINTENANCE PERIOD CAN BEGIN. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MATERIALS AND tA130R LANDSCAPE FLAT AREA 10,760 SQ. FT. BENCHMARK d TO MAINTAIN THE SITE FOR THE MAINTENANCE PERIOD AT NO COST TO THE OWNER, THE MAINTENANCE PERIOD MAY BE EXTENDED AT NO COST TO THE OWNER SHOULD LANDSCAPE SLOPE AREA NONE O NONE PREVAILING SITE CONDITIONS NOT WARRANT FINAL ACCEPTANCE BY THE OWNER. THE SITE SHOULD BE IN A WEED FREE CONDITION, ALL PLANTS AND TREES ARE TO BE IN GOOD TURF 0.9 MJ. W'LY ALONG ST. HWY. 74 FROM THE INTERSECTION OF WINCHESTER CONDITION. THE MAINTENANCE PERIOD WILL BE EXTENDED IN ONE MONTH INCREMENTS UNTIL THE CONTRACTOR BRINGS THE SITE INTO COMPLIANCE. ROAD (S.H. 79) AND S.H. 74; N'LY OF CENTERLINE OF S.H. 74; AT THE W'LY a CONCRETE HEADER 701'-7" LN, FT. SIDE OF THE ENTRANCE TO PANORAMA COVE MOBILE HOME PARK ui _ _ 1 3. INSPECTION SCHEDULE SHALL BE DETERMINED AT PRE CONTSRUCTION MEETING WITH LAND OR. MINIMUM 48-HOUR NOTICE REQUIRED FOR TE G LANDSCAPE INSPECT ( Q (VINCENT AVE.), AT THE W LY ENO OF A 9 WIDE X 10 LONG CONCRETE PRE-CONSTRUCTION MEETING.) MEDIAN QUANTITIES N/A DRAINAGE HEADWALL, SET A 31/2" ALUM. DISK FLUSH IN TOP OF HEADWALL u) STAMPED "RIVERSIDE COUNTY BENCH MARK M-142 1984". �' 4. FLOW SENSING AND COMMUNICATION FUNCTIONALITY WITH CENTRAL CONTROL SHALL BE VERIFIED PRIOR TO TURNOVER PARKWAY QUANTITIES ELEVATION: 1616.305 Z Q QUANTITY OF TREES 0 co 5. CONTACT COUNTY REPRESENTATIVE MARK HUGHES AT (951)955-6767 TO START MINIMUM 90-DAY PLANT ESTABLISHMENT PERIOD." (ACTUAL ESTABLISHMENT MAY TAKE QUANTITY OF PALMS 0 SQ. FT. OF SHRUB 4,551 SQ. FT. LONGER THAN 90 DAYS.) (''�C cL' � I.j SQ. FT. OF GROUND COVER 5,288 SQ. FT. COUNTY `�.�+'1� RIVERSIDE NOTES Lu h- 10,760 . FT. m 6. PRIOR TO ORDERING ANY MATERIALS CONTRACTOR SHALL PROVIDE SUBMITTALS TO CFD / LMD REPRESENTATIVE FOR REVIEW AND APPROVAL AS PER SPECIFICATION SQ. FT. OF D.G. TRAIL SQ F- WORK HALL NOT COMMENCE WITHOUT APPROVAL REQUIREMENTS. O S O GO C OU O AL FROM CFD OR LMD FOR ALL SUBMITTAL ITEMS. LINEAR FEET OF PVC RAIL FENCE 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING 4F THE z 0 QUANTITY OF WATER METER(S) 1 Z _, p PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL UTILITIES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING CALSENSE AND CFD/LMD REPRESENTATIVEAPPROVAL OF ALL CENTRAL CONTROL SYSTEM EQUIPMENT QUANTITY F IRRIGATION PUMPS 0 Z Z FOR Q QU O G PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT Q � �' LOCATIONS PRIOR TO INSTALLATION SQ. FT. OF MULCH 3" DEPTH 10,760 SQ. FT. LEAST 48 HOURS TO BEGINNING CONSTRUCTION. F 00 � SQ. FT. OF MULCH @ 2" DEPTH 0 Lu 1 8. CALSENSE CERTIFICATION REQUIRED PRIOR TO START OF 90-DAY PLANT ESTABLISHMENT PERIOD. � J SLOPE QUANTITIES N/A PHONE: (951) 955-6790 FOR PERMIT CASES (C.U., P.U., OR z, VOLUNTARY), CABAZON AND AREA WEST N 9. PRIOR TO START OF MAINTENANCE PERIOD IRRIGATION CONTROLLER SHALL BE PROGRAMMED TO F REAL TIME ET. IF CONTROLLER DOES NOT HAVE ET GAGE Lu U 0 UN OF PHONE. (951) 955-6885 FOR.PERMIT MAPS AND TRACT MAPS REPLACE THE WORDS "REAL TIME" WITH "HISTORIC". PHONE: (760) 342-8267 FOR PERMIT CASES EAST OF CABAZON CL Z THE CONTRACTOR AND /OR OWNER IS RESPONSIBLE FOR SUBMITTING Q SOIL ANALYSIS' REPORT AND DOCUMENTATION VERIFYING uw a. IMPLEMENTATION OF IT'S RECOMMENDATIONS. LIJ w LU Z U ®, w Z z' H NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 � � � WITHIN THE ROAD RIGHT—OF—WAY ONLY. .-.. Z +� CJ SEAL-LANDSCAPE AI2CHJTECT SHEET NO t� Oct- NOTE, BENCHMARK. SUP 03579 52 /.P. lV©. 160C1D1 PP2�iQ32 Lu U co PREPARED BY. aSCA W ' � f T z WORK CONTAINED WITHIN THESE PLANS �� COUNTY OF RIVERSIDE � SHALL NOT COMMENCE UNTIL AN � Q a e; �,p c w �` �� ER - PHASE 1 ENCROACHMENT PERMITAND/ORA � �- � , y PLANNING ARCHITECTURE INTERIOR HEMET CENT. U .—. DIAL TWO WORKING s ° P — ' SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. , } �} BEFORE �.ti, DAYS BEFORE FLORIDA & WINCHESTER U C..3 YOU DIG LLJ Ytiu DIG — RLA 387-, n LMD 'r4NDSCAPE PLANS 1' ' �^f '' 516 W.SHAW AVE.SUITE 101.FRESNO,CA�93704 --� T ,� r I r i CSF 1 8 SHTS Z O � The telands�peaohitects�mngthesepansisesponsc�eforassunng TE�.�sss>z68z7111 FAX.(55s)z3017�1 TIT�� ��..���' _ ,,,,,, 1 JULY 18 { (,� TOLL FREE 1-800—227 2600 theaecura�yand acceptat�ildyofthedesignhereon.Infheeventofdiscrepaaes WWW.viEN.conn CAS, RENEWAL \� N I:Y -.arising affercou a rovalorduon constmdon the nvaielandsca earchitecf a DATE DAVID B. BIGLER FOR: WO. COIJ LL A PUBLIC SERVICE BY 9 !dY PP 9 P P MAR( BY DATE AP.R. DATE 4TH SCALE: t� AL NLP FILE NO. sha}berespons�blefordeterminin an the REVISIONS p r HUSN,¢[ fl UNDERGROUND SERVICE ALERT 9 � F CA1.1 CERT N0. 3$$7, EXP 07/2018 H. NTS V, NTS approval bthecoun , ENGINEER COUNTY SECTION 320533 1.06 HANDLING FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED accomplished within 5 days after the contractor discovers or has been notified of entrance ways, streets, driveways, parking area or walks, andlor any LANDSCAPE MAINTENANCE SLOPES and FLAT ARE-AS: the situation. Diseased or dead vegetation shall be removed and replaced with growth which will obstruct vision at street intersections. healthy plants of the same species. All replacement plants must be approved by PART I-GENERAL A� Do not drop or dump materials from vehicles. the architect and/or owner's representative before planting. d,, Remove growth against or over structures and.into any type of clectrical or telephone lines(leave growth on block walls). 2. Planting beds shall be cultivated, pruned, trimmed, weeded, irrigated, fertilized, 1.01 SUMMARY PART2-PRODUCTS mulched, and otherwise maintained in a manner that presents a, professionally 6, Shrubs shall be pruned to evenly form and balance plant to natural growth landscaped appearance at all times. Plant beds shall be kept weed, gopher, characteristics. Shoots, suckers, and branches of shrubs not conforming to A. The work includes all services, labor, materials, transportation. and equipment necessary 2.01 PH ADJUSTERS: squirrel, rabbit and pest free. Ground cover shall not be allowed to grow into desired shape and size shall be removed. Retain typical growth habit of to perform the work indicated on the Drawings and as specified.. The conditions of the flowers, shrubs or trees. Planting beds shall be maintained in a manner that individual plants with as much height and spread as is practical. Shrubs shall be Contract and Division 1. apply to this section as fully as if repeated herein.. A. See Specification Section:329300 Landscaping provides balance between the various types, of vegetation, and prevents allowed to completely fill planter beds, dominance of any one species. The contractor shall provide and maintain a 1.02 RELATED REQUIREMENTS: 2.02 SOIL.CONDITIONERS: minimum of tbree-inch layer of mulch in all planting beds with a slope gradient 7. Any depression or mound around the base of shrubs intended to retain water in of 3:1 or less. The contractor shall provide for the special needs of various place for proper irrigation shall be maintained in good condition to permit the A. Section 328400 Irrigation System A. See Specification Section: 329300 Landscaping species. Diseased or dead vegetation sball be removed and replaced with healthy most efficient application of water and reduce waste. B. Section 328400-R Recycled Water Irrigation System plants of the same species. C. Section 329300 Landscaping 2.03 PLANTING BACKFILL: 8. Do not fertilize native plant material as shown on the planting legend during the 3. The contractor shall not use steel bow type rakes or equipment of similar design maintenance period. 1.03 DEFINITIONS: A. See Specification Section: 329300 Landscaping to clean plant beds. Lightweight fan rakes or vacuum equipment may be used. The contractor shall maintain the soil level in the plant beds, and ensure all B. Trees: A� Pesticide:Includes any of the following: 2.04 FERTILIZERS: surface root systems and irrigation piping are covered as r�quired.The contractor I. Fumigant sball be responsible for damage caused by contractor operations at no additional I Tree maintenance and care is considered routine an going maintenance and shall 2. Herbicide A. See Specification Section: 3293001-andscaping cost to the owner. be accomplished as specified or as often as necessary during the maintenance 3. Insecticide period. Tree maintenance and care includes. staking trees,adjustment of ties and 4. Fungicide 105 WATER: 4. Shrubs and Vines shall be trinnitied pruned, irrigated, fertilized to present a supports, removal of stakes, watering, fertilization, pest control, pruning, turf 5. Rodent repellents. A, See Specification Section: 329300 Landsca healthy and manicured appearance, Shrubs and Vines will not be allowed to clearance, mulch clearance, removal of broken limbs and branches, tree C. Planting Bed: An area com ping encroach into grass areas. A definite break shall be maintained between grass removal/replacement,and fall cleanup. ,prised of trees, shrubs, flowers, and ground cover, excluding and shrub areas. In such areas the contractor shall maintain a healthy and well- grass. 2.06 PESTICIDES: balanced landscape. 2. The contractor shall maintain and/or replace tree staking and guying as necessary as specified in section 329300 Landscaping for the duration of the maintenance 1.04 DELIVERY, STORAGE AND HANDLING OF MATERIALS FOR PERMENANTLY A. See Specification Section:329300 Landscaping 5. All shrubs, vines, and other cultivated plants shall be trimmed and pruned period. Stakes, ties and supports shall be inspected and adjusted monthly to IRRIGATED AND TEMPORARILY IRRIGATED SLOPES AND FLAT AREAS: according to their natural growth characteristics for proper health and attractive prevent girdling and rubbing, and. to promote natural development of trees. appearance. All clippings shall be removed and disposed of by the end of each Stakes, ties, and supports shall be removed when the tree becomes capable of A. Fertilizer, Gypsum, and Iron Sulphate: Deliver to the site in original containers bearing PART 3 -EXECUTION day. Pruning sball be accomplished as necessary in accordance with conditions supporting itself. manufacturer's chemical analysis, name, trade name, or tradei-nark, and indication of (a)through(d)specified below. Shrubs and vines shall be trimmed to shape for conformance to state and federal laws. Instead of containers, fertilizer, and gypsum may 3.01 MAINTENANCE REQUIREMENTS DURING THE NINETY (90) DAY MAINTENANCE aesthetic appearance and health at the frequency specified in this section. 1 Trees shall be pruned according to their natural growth characteristics to evenly be furnished in bulk with a certificate indicating the above.information. PERIOD: form and balance the tree and to promote proper health and growth in accordance a. Remove growth in front of windows, over entrance ways or walks, and with accepted standards and horticultural practices of the National Aboriculture B. Pesticides: Deliver to the site in original containers with legible label indicating A. Shrubs,and Vines: any growth which will obstruct vision at street intersections. Shrubs Society, of the Westem Chapter. All tree maintenance must be performed in Environmental Protection Agency (EPA) registration number and manufacturer's around perimeter of buildings shall be trimmed to maintain natural compliance with ANSI Z133.1 Safety Standards, Tree pruning shall include all. registered uses. I The contractor is responsible for the restoration and maintenance of all growth characteristics. areas of the project, which are permanently and/or temporarily irrigated for the vegetation included in these specifications for the duration of the maintenance duration of the maintenance period. All sucker growth shall be removed from 1.05 STORAGE FOR PERMANENTLY IRRIGATED AND TEMPORARILY IRRIGATED period. During the first two weeks of the maintenance period, the contractor b. Remove dead, damaged or diseased branches or limbs and crossing, and around the trees. All trees are to be inspected monthly to identify pruning SLOPES and FLAT AREAS: shall conduct a survey of all areas and identify by quantity. species,and location, rubbing and interfering branches. needs. Pruning or triniming shall be accomplished at any time during the all dead, dying, and diseased vegetation, The contractor shall be responsible for maintenance period as required in accordance with conditions (a) through (h) A. Fertilizer, Gypsum, Iron Sulpbate, and Mulch: Store in dry locations away from restoring dying and diseased vegetation to a healthy state in accordance with C. Evenly form and balance the shrub to natural growth characteristics. below: contaminants. accepted Horticultural Practice and Treatment. The architect and/or owners Hedges are to be trimined to maintain their natural growth characteristics representative will be the final authority in deteriiiining which vegetation is and not allowed to obstruct pedestrian walkways. Shrubs shall be a. Remove dead, damaged or diseased wood, or structurally weak limbs B. Pesticides: Do not store with other maintenance material. Store herbicides "downwind," considered dead or irreparably damaged. Restoration and replacement of allowed to completely fill planter beds. Shrubs, hedges and vines shall that may cause a safety hazard. Remove interfering branches, crossing relative to the airflow from other pesticides. vegetation is considered routine maintenance and shall be accorrip]i shed as often not be trimmed into round, square and or geometric shapes. Side growth and rubbing branches. as necessary during the maintenance period. Vegetation replacement shall be shall be allowed to grow unless growth is in front of windows, over County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications As of October 8,2009 320533-1 As of October 81,2009 320533-2 As of October 8,2009 320533-3 As of October 8,2009 320533-4 b. Remove branches which endanger roofs, eaves, and windows or hang Rodenticide Act 40 CFR 170-17 1, CCR Title 3, and CCR Title 8. All pesticide changes for the duration of the maintenance period. The contractor shall perforrn d, Remove dirt and debris from around pop-up spray heads and pop-up within eight feet of sidewalks,parking lot driveways,and which obstruct containers shall be managed in accordance with the requirements of CCR Title 3, irrigation in a manner that promotes the health, growth, color and appearance of rotors. traffic signs or streetlights. This includes removal of dead or broken Section 6684 and disposed of in accordance with CCR Title 22. Each pesticide cultivated vegetation while preventing over watering, water run-off, erosion and branches on the ground or still hanging in the tree. formulation shall be registered for use under the particular environmental ponding. e. Repair or replace defective or malfunctioning control valves (Electric conditions under which it was applied. The contractor shall exercise extreme and/or Manual) flow sensors and master valves. Clean and service C. Provide clearance for buses, moving vans and similar vehicles along care to prevent any damage or illegal contamination by pesticides to vegetation, 2. irrigation includes watering of shrubs, vines, trees and plants for both valves, The contractor shall replace any damaged or missing valve boxes streets. water, fish, animals, and humans. The contractor shall be held responsible and permanently irrigated slopes and flat areas. Care shall be exercised by regulating or valve. lids. Valve box lids shall be kept in place at all times. liable for all damage, contamination, and effects resulting from contractor's the time and equipment to prevent wasting of water. Sprinkler heads shall be Barricades shall be placed over any valve boxes with missing lids until d. Eliminate and prevent growth into electrical or telephone transmission pesticide use, adjusted to prevent water spray on buildings, sidewalks, walls, monuments and replaced. Valve boxes shall be kept level with existing grade as shown lines. Anticipate the effects of wind on branches, which might fall on adjacent hardscape. it shall be the contractor's responsibility to apply enough on the drawings. transmission lines. Shape the entire tree rather than notch the top. 4. Pesticide spraying shall.be performed only on still days and will be stopped when water to assure and maintain the health and vigor of all shrubs,trees,and planted unfavorable weather or other conditions exist which would undulv increase the areas. Irrigation controllers shall be programmed for no irrigation during periods f. Maintain, service, repair or replace central controller systems as C. Prevent growth of trees in. front of windows, over entranceways and hazard to personnel or desirable vegetation by drift, runoff, or lea'ching through of rain that exceed twelve hours of rainfall in one day or during rain storins of specified by the product manufacturer. Z walkways and which will obstruct vision at street intersections. the soil. Any project property or desirable vegetation damaged by the contractor one day or more. Once rain has subsided controllers sliall be reprogrammed for 0 due to pesticide applications shall be repaired or replaced at no additional cost to irrigation operations. Controllers shall also be checked mid reset if necessary 9. System repairs and replacement shall be accomplished with new parts f. Remove partially attached broken limbs and branches from trees the owner, after power outages. and equipment that are identical to existing. regardless of diameter or length. Provide stakes or braces as required for W, > future protection. 5. Pesticide rinse water or excess pesticides from contractor operations shall be 3. The contractor shall provide all equipment necessary to perform all irrigation li� The,contractor is responsible for required irrigation by any means during 0) 0 collected by the contractor in an appropriate receptacle and disposed of at an operations. For temporarily irrigated slopes, flat areas and trees within future the periods of system breakdown. to 00 91 "Skirting-Up" and"pollarding"a tree is prohibited. approved disposal site; or sball be applied to a similar target area to which the private lots that require manual irrigation,the contractor shall provide hoses and d original application was made and in the same manner of application if allowed irrigation equipment to adequately irrigate this plant material for the duration of E. Fertilizer Application During the Maintenance Period: Q� 1. Topping of trees is prohibited. by the EPA registered label. the maintenance period. In the event that an area has no water supply due to a 0 C� Weeds,Rodent and Pest Control- system failure, the contractor shall provide a supply by either bose or truck. All 1. Apply fertilizer in.a mariner that promotes health, growth, color and appearance 6. Job site pesticide applications shall be made by personnel capable of identifying valves and valve box covers shall be kept closed at all times except when in of cultivated vegetation at applications rates described in sections 329300 the pest species to be controlled, knowledgeable of control techniques, and able actual use. Landscaping and 329200 Turf for the duration of the maintenance period, I. Weed and pest control shall be performed to prevent encroachment of to apply pesticide active ingredients at prescribed dosages and rates of W, undesirable vegetation and noxious weeds, and infestation of pest(rodent, insect application,as required by the label to achieve the required control under job site 4. Irrigation equipment shall be kept clear of any obstructions including plant F. Fallen Vegetation and Debris Removal: and fungus) into established landscapes, including lawns and around trees, conditions, without danger to people, pets or other non-target animals,plants, or material. Dirt or other debris surrounding sprinkler heads, which prevents proper shrubs, flo-wer beds,etc. Noxious weeds in landscaped and natural growth areas, property. operation, sball be removed. The contractor shall be held responsible for any I. The contractor shall police the entire project area including all paved areas, U) plant beds and landscaped areas shall not be allowed to establish themselves and damage to project property caused by careless handling of irrigation equipment planters, lawn areas, sidewalks (including common area sidewalks) and trash L-u ft-4b Z be maintained weed free. Additionally, weed control. is to be performed to 7. The contractor shall be responsible for having a spill kit on service vehicles and including slope failure at no additional cost to the owner. enclosures and collect fallen leaves, branches and limbs regardless of length.or < eliminate grass and weeds in cracks and joints on all paved and concreted areas. for reporting and cleaning pesticide spills as required by state laws and diameter, dead vegetation, paper, trash, cigarette butts, garbage, rocks, and any W, Weed control is to be performed to prevent the encroachment of vegetation into regulations. The contractor shall submit a written report of spills on or in project 5. The contractor is responsible for the maintenance and repair of all components of and all other debris to prevent unsightly and inordinate accumulations during 40b ip perimeter fences and fire breaks. Rodent control shall be performed as required property,within 8 hours of incident to the owner on company letterhead. the irrigation system for the duration of the maintenance period. This includes normal maintenance working hours, Sidewalks shall be swept or washed as cc to maintain healthy vigorous plant growth. Live or dead rodents shall be irrigation equipment items as shown on the original irrigation drawings. necessary to keep free of trash and graffiti, Collected items shall be promptly < removed within 24 hours frorn the project property and properly disposed of. 0 UJ Trees, shrubs, turf and vegetation shall be protected from all varieties of insect D, Irrigation and Irrigation System Maintenance: Maintenance and repairs of irrigation equipment during the maintenance period removed and taken to a legal disposal site. W Z F- shall be done at no additional cost to the owner. Maintenance shall include but < and rodent damage. Pesticides may be used to control pests. Pesticides and J_-; W not be limited to the following: G. Removal of Dead Animals: LL herbicides slialt be used in a manner, which will not affect landscape plants I The contractor shall plan and adjust irrigation schedules for automatic, hand or LL health. Z 0 portable irrigation systems based on minimal water requirements with the a. Repair or replace broken,missing,or inoperative pop-up spray heads and I. Removal and legal disposal of animal carcasses are considered a normal r following considerations: pop-up rotors. maintenance task for the duration of the maintenance period. Dead carcasses 9 Z Z 2. All pesticides, including herbicides, insecticides, fungicides,etc., shall be applied a. the precipitation rates of irrigation components shall be legally removed immediately when discovered by the contractor. -n i>> only by persons holding a valid state license for each category of pest control b� soil water infiltration rate and holding capacity b. Repair or replace defective sprinkler head risers,rotoi-S on risers, fittings, 16- 0 0 () W work involved. Any required state, county, or local permits for possession, C. exposure swing anus and breaks in piping. Adjust and align risers. Repairs shall H. Erosion Control-. LU procurement, or use of any pesticide shal.] be obtained and complied with at no' d, plant material include all fittings as specified in the original irrigation drawings. additional expense to the owner. e. site climate conditions I. The contractor is responsible for daily visual inspection of slopes and < Z f. ET(Evapotranspiration)rate C. Clean and adjust pop-up sprayheads, pop-up rotors, sprinkler head risers immediately reporting areas experiencing erosion to the landscape architect LU U 0 3. All pesticides shall be procured,transported,stored,handled, and applied in strict 91 Slope and rotors on risers and their gears and/or mechanisms, check and adjust and/or owner's representative on the same day noticed. If the contractor fails to _J accordance with the rnanufacturer's label., which shall be registered with the for proper coverage. notify the landscape architect and/or owner's representative of areas experiencing Z Environrnental Protection Agency and the State of California. The contractor It shall be the contractor's responsibility to adjust controllers and/or erosion on the same day noticed, then the contractor assumes full responsibility UJ shall comply with the requirements of the Federal Insecticide, Fungicide, and hand1portable irrigation application to compensate for weekly environmental < County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications U.1 < As of October 8,2009 320533-5 As of October 8,2009 320533-6 As of October 8,2009 320533-7 As of October 8,2009 320533-8 LU at Z Uj LLJ 00 0 Z Z to, < 0 W F_ W < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 U� WITHIN THE ROAD RIGHT-OF-WAY ONLY. CAL TRANS PERMIT#16-6-CD-0180 Z 0 0 NOTE: SEAL-LANDSCA " 111- �� 11 , I I 1 6 E N BENCHMARK: SHEET NO. W 0 U) PREPARED BY: CUP 03579 S2 I.P. No. 160001 PP26032 > 0 Z WORK CONTAINED WITHIN THESE PLANS INCORPORATED 0 NV01VVvvVVvvWWWVv� _Y OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN COUN7 U) I.- DIAL ENCROACHMENT PERMIT AND/OR A 01/11' HEMET CENTER - PHASE 1 0 < TWO WORKING L,ANNINGIARCHITECTUREIIN,,,,TERIOR U.1 07 GRADING PERMIT HAS BEEN ISSUED. -4 ENGINEERING SEE SHEET 1 0 BEFORE DAYS BEFORE rn UJ UJ FLORIDA & WINCHESTER YOU YOU DIG RLA# 3887 c-, --I I - 516 W.SHAW AVE.SUITE 101.FRESNO,CA�3704 LMD LANDSCAPE PLANS Z TIheprivate landscapearchitedsJgning these plans is responsibletrassuring TOLL FREE 1-800-227-2600 a accuraq and acceptability of the design hereon,In the event of discrepancies 31 JULY 18 TEL:(659)268-2711 1 FAX:(559)230-17Zil LANDSCAPE MAINTENANCE OF18SHTS CL arising Arcount�approval orduring construction,the pnvalelandscapearchitect 1�x RENEWAL WWW,VIGEN,COM CL A PUBLIC SERVICE BY shall be responablefor determining an acceptable solution and revising the plans for MARK BY DATE APPR, DATE 0 DATE DAVID B. BIGLER FOR: WO. COUNTY < 0- UNDERGROUND SERVICE ALERT REVISIONS CAO C�_ SCALE: AL HUSIN,LP FILE NO. approval bythe county, ENGINEER COUNTY CERT NO. 3887, EXP 07/2018 for any erosion control measures and/or repairs as directed by the landscape 1. Any outstanding maintenance items that were previously directed to be architect and/or owner's representative at no additional cost to the owner. completed by the restoration specialist. 2. Upon notification and agreement of the applicable erosion control measure by the K. Preliminary Post Maintenance Walk Through: Once the above requirements have been landscape architect, the owner and the contractor, the contractor is responsible met a preliminary post maintenance walk through may be scheduled. At the preliminary for immediately repairing and correcting any progressive rilling that may occur, post maintenance walk through, the following procedures will be used: 3. Erosion control measures may include but not be limited to: 1. Contractor must have (2) two personnel available with radio communication for a. Filling the entire length of the walk through. b. Raking C. Redirecting runoff 2. A visual walk through of the entire landscape area will take place consisting of d. Properly programming irrigation operations an examination of planting areas and noting any remaining maintenance items to e. Replanting be completed. f. Providing additional erosion control materials such as: I. jut matting 3. Once the preliminary post maintenance wall,, through has been completed, the 2. filter fabric landscape architect shall prepare a punch list of outstanding items to be 3. hay bales completed and will provide a copy of this list to the owner and contractor for 4. hay rolls review and use. It is the contractor's responsibility to repair, replace, and adjust 5, silt fencing all items on the punch list prior to requesting a final post maintenance walk 6. sand bags through. 7. and/or other erosion control items as required to maintain healthy plant material and stable slopes. L. Final. Post Maintenance Walk Through: Before commencement of a final post maintenance walk through, each item on the preliminary post maintenance walk through 3. Additional erosion control measures required due to irrigation operations punch list must be thoroughly satisfied, addressed, and resolved by the contractor. Once programmed by the contractor that did not take into account cycle and soak the above requirement has been met a filial post maintenance walk through may be functions of the controller will. be installed and/or repaired as directed by the requested. At the final post maintenance walkk through,the following procedures will be landscape architect and/or owner's representative at no additional cost to the used: owner. 1, Contractor must:have (2)two personnel available with radio communication for 1. Frequency of Maintenance Operations: the entire length of the walk through. TASK: FREQUENCY: 2. Only those items as indicated on the preliminary post maintenance walk through Shrub and Vine Restoration and Replacement: As Required punch list will be addressed. This visual walk through will consist of walking Weeding: Baily through the punch list items created at the time of the preliminary post Pruning: As Required maintenance walk through, and examining outstanding items. Any remaining Tree Replacement: As Required deficiencies in the maintenance of the wetlands mitigation will be noted. Tree Staking: As Required Pesticide Applications: As Required 3. Once the final post maintenance walk through is completed and any outstanding Debris Removal&Disposal: As Required items created on the final punch list have been addressed the maintenance period Irrigation System Maintenance: As Required may end, Any additional walk throughs required due to contractors' inability to Fertilizer Application: As Required address all issues on the punch lists described above will be provided at the Fallen Vegetation and Debris Removal: Twice Weekly contractor's expense. Removal of Dead Animals: As Required Re-Mulching(Maintained at 3 Inches): As Required END OF SECTION 320533 Erosion Control: As Required J. At the end of the ninety(90)day maintenance period,the contractor shall request a post:- maintenance walk through with the landscape architect. Prior to requesting this walk through the following requirements must be entirely satisfied: County of Riverside Transportation Agency Landscape Maintenance Specifications County of Riverside Transportation Agency Landscape Maintenance Specifications As of October S,2009 320533-9 As of October S,2409 320533-10 _0 GA LU 00 0 a LU Z Uj UJ Z LL Z o Utomb LLJ W Z UJ' ry W L J UJ () Z LU NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK - �_ ,�$� U- re Q WITHIN THE ROAD RIGHT—OF—WAY ONLY. Z fl fl SEAL—LANDSCAPE CHIT1=CT SHEET NO. NOTE. BENCHMARK. UP Q J�o J 0 f ►P ,.. ,: ...'� �,,, .. PREPARED BY' �W/' ®���aJ �� I.� /�i�l. /�4+��/ rl ��©�� Lu U +c!) R Z De WORK CONTAINED WITHIN THESE PLANS I T fl 1— SHALL NOT COMMENCE UNTIL AN 8 $f, r, :, COUNTY OF RIVERSIDE ` ENCROACHMENT PERMIT AND/ORA ` HEMET CENTER - PHASE 1 (,} DIAL .. _ . F y PLANIVING�ARGHITECTURE�INTERIOFi TWO WORKING ENGINEERING SEE SHEET 1 LLQ BEFORE GRADING PERMIT HAS BEEN ISSUED. DAYS BEFORE '" i �, FLQ11R'I®/Ayh`&n W�aI`NGHET�+ER UJ WI /\ UJ U YOU DIG YOU DIG RLA# 3887 —p 516 W.SHAW AVE.SUfTE 101.FRESNO,CAH3704 LIVID LANDSCAPE PLANS �... ThBp(1Vatela11d5GapearGhCIS�((lgthe$5p1a115$re5p0(51t)IefOraS$lrrg TEL:(559)268-2711 FAX:(559)230-17211` a�HT,�J © 31 JULY 18 i I LANDSCAPE MAINTENANCE p! {,� TOLL FREE 1--800-227-2600 the WWW.vioEN.com �++ .. r:.. h'.. tP�, RENEWAL �P FOR: W.V. COUNTY EL A PUBLIC SERVICE BY arising aflecountyapprovdorduongconstruction,thepavafelaodsoapearc,rfect MARL BY DATE APPR DATE q DATE . DAVID B. BIGLER GLTF 4 SCALE: FILE NO, shallberes orrsiblefordeterminin ana table solution and the aosfor REVISIONS o AL HUSN,LP 0.. UNDERGROUND SERVICE ALERTp g � g � aF CALIF a ro b theco rl . ENGINEER COUNTY CERT NO. 38$7, EXP 071201 H: NTS V: _ vat u I � "I . , ---n,% I � " POTABLE W '��' WATER es (IN F 9 c:�', 1.111111111.1---.... I 11-111",' 'I'll,11111111111-1111111 I I'll- 11111-11111,11- . I 'A . I , � " � I ---.11-________ I , : 1 -1111-1-111-.........�",����,�,�'ll-I'l�'ll-l�'ll-l��".��,.�,,�-",�-- ----1-11111111.....�...__,1_.-_-_ ,� i 11 I'�11-11�'ll""I'l�'ll"��,�l".�Ill""""'',�,�11-11�ll-l�,-�-�,--"�,�,�................�,�""",."",-,.,,�l',�"''--�-..""�ll,"-, ___.........111-1111-11111-1.11111 1- 11-1 11--11-11 NO IRRIGATION IN MEDIAN - REFER TO � �, __1--._-1--_ I , ___111-11111111111-11-1...-...___---1--11-1___..........."I'll,�,,�-11�,,�,�,�,111,11"."-"-."�"-,-"."''I __ ­­..........�........___....I 1111-11-I "_____1-_--11-_", , � _," ,,,-,-. I ....__ ___ , I,­ I'll, � __ I---.- CIVIL SHEETS FOR INFORMATION � 1; ­ 11 . , �ll,�'ll""Ill",-'',"",,,�'ll,�'ll""IlI..............__111 I— ­­­­­_-1---"I'll-I'll", I -1111,11111111---, 11-111.1- I �, 11-11-1-1111-- 11 _­­-,1-11-1.11.1....I ,�,,�,�Ill"''I",,�".,-,,�11-111,�-,�l", 1-1,11- 1 � �: I I ''I 11111111-111-- - I ­­,­­­­­­, I I'll ,­­­ ,— � , 11 I ''I'll" 111111-- I , � 111-1 — — 11 I'll,",11111-1-1-1111"",��- � I __ 11111111-1-1--- - � 11 11 ­­­­­­,­­­, - I I -­­­­,'­­ I I ­ , ; I ­­­I I I 1-1-I"" "'.11-111-1 , ­ - � ,�, � - I'�'ll""I-11,111,11"�,�,,��,��.."I'll 11 �1` 11.11,111,111,11,........ - "I'l""I'l�,,�,�.""'',"".,.,�l".�-11111.1111-��,,�.,�.....�..... I I ­­­­­­­...........-I 1,I I I I I I "I'll I"I',"", I � �r ­­­­11111-1.1-11"11 ­1_1­­­1-11--1-__1___­­ --111.1-1-111111111-1.......�......__", - � ,e � .......­­­ V��__11­11111_____.... 111--l-1-111-1 " ; I I I,11��11111 I"I'll 1 I I I I ­ -I'll,1-1111-11-1-.......� I - � � ; - ' 'I'll,...I-­.­­­­­­ 11 - � I" I � , , I � ­­ , ! I ­­­, , - '! �,, , �Z ­­­­­-,I", � I 11 ­­III,.,I'll-, I I ­­­­........1--,"', .. .. .................... � - 11 � I 11 111-11111-1-........... I I'll, 11-11-1111-1.1....­ ­ I � " � - I . : , - -� ---l-,...........�, I--, 1111-1-.............-11-1-1-111111 11 11 �: 1 I i !, � 111111111-1111..........­ - ­� I - � '­ .......11111--111-1-.......�.....­­__­-,.... I , 11.111111-l"',_, �'� "I I __ - ", �1_1 , i1, , . �- � I � � I � V1111 . I '� �� I mmmmm� 0 - z , 1-1 "I'll" �� 'A� 11 1 "j I -, _­�11­1-. ....... I - � I 1111111-1-,.......... 11 ,F 11 11� �11. CZ (1) O,, c ." � ," "I -,---,---��-11�-,�,�'ll-Ill""- I ­­� - ''I'll, - � � I __ — I � I ­�L 1� � 1�� I ''I'l�11.11,11";"�,�,,�,�'I'll,�-,�'ll"I.........___­,,,­,�-.111-1---,-1-1_-1_________� 11-----,-,-,., _1_1_-__-.....I,-,--,' � � - � 1, , I 1-11- I LU , z '�-I'll,­-,___,___1111-1.-1-11 1-111-11-11111--_..._111111- 11 I � -11 , - � A 1, I 1111111-1-1,11--l-11- I � � i I " I .� i _--1-11-___.......1-1--_1 ­­­-­­­..........__....."I'll -1 -111 � I -, �; / � .11 .1 ) ; I 0 fn = , ­_-11-1.0, 'R-111111-111--1- I ,_,:_�, � ., � I i I . I q " i . �11� I � . I I � il � i " i � � ,� ; I 11_ �� 0 - R `74 ­­-­­­­ � � l w 2 �11111. i I I , .1 " 0/- I I -- < -, �� :1 I i I I , � � � I I 1� - ; �, 11 � I I � I � , 1� -11,11,�---,""�'ll,��,,�'ll'',�,,��,,�'ll�...........'', A _-, � 1 , " � � �5 1 1 j I � , . (0 -_ 0 C14 111111111-111-1-11 I` 't - I , 0 �: 't) FLOR VF � I ,,, l — : IDA A W ffillm" �, � I , I � , ' D ' ......._ ____________.........._......�____................__.......-"" ----CURB I I � :�_111_11-1111_.......11111111.11-11 11 11111-11-1-1........�.......--111-11._____, __­­­,7,5�,� 0"�_FROM......�...- � � 1111�',' — > "o __ 11111-111 ����'ll,����Ill'"'I'll'"',!!����;;"������ I � 1-1-1111 1-1-, l I I I � I I - " ..._______...........__'_ , , '""',"",""�,�"'',.""'', , - I " I i � ____so_,_........__,"'' , - 1 � I I I - U iy- 5, ..........�....11.11111_1111_______......11-1-11.............�' � Ill 0 1 �,� � �,' I �_.�, i , U 'O -_11111111 , " � ­___ f , � ­­­1.11 1-I 11 11-11111 111---1 — I ,,.�"" I ...I'll, *0JECT LIMIT � � � -111-1.11. 11 11 1-11-1-11-11-...__,"'11111111 � ­­,",-,111-111 ­­­­ --- I ,� � I I I I - " � � 11 � n ____ I I ­I I..I I I-1-111I.-, 11 I ''I", 111111111-1-111,"I'll-, 111.111.111- CURB ' "' – � – 1�f-III ! �I : — ill U ___,", � ffi�d _ _1111-1111.1111- I'll ,, ''I',"", 1111­;­ I 1� � - 10 — _�_ , I I - — _T_ ? "I FV / I I'll � — - . - � —I T T —1-1 ,x � � . :: 4 __t�"13 1 I � I 11-1-- -",�",��l,-,,,"�',��':�""��-,�,,,�--�"",-,"�,.�,�,� � I I", Ill - 71 7 11111-1-111111...._ _­ 11 I — ,lo, 1 1 — — T I — � "I i -, . I I i � , I . = ...0....mw=llllllllllll AM EmmommmAllllllllill1111111111111111111M i ', ,�-11-11-111--- ......'111'� -1 -1 __"""""`­ — — — 1, 11 , ,1, 11 — I � — 1 3111111111, , � ,�� , 1, 11 I , I - Jmw MEN" , 11 i - I _T T t I- 1, I ,mw fmmmmmmmmmllllllllllllllllllllllllll= JEW � � � , I 1 1/2" '1� � � � )� I , -* I . I I 'I, 'w .m....w.wmllllllllllllllllllllili JEW mommENUM11111111011111111111111111111 -,w EmmmommmEN010111111111111111111 JOW ­ ,� � i I � � �, ""I" — T ­ 10-1.7 — �� _ll_II;r;FTj!f - — _:———— ill I 1/2't:jj&�I It �1�1 I �,,,­� I I -1-1111-11-111.1-1­;., FV .� - �11 ....... ��:�� I I 1 1 1 1/2" SIDEWALK � � % * --/I I Z_ 41�— 111111111117 11111-111111....___1 F17 / I...... � I I � " � I I 11111-11--, 11- 1, � � 1 ,I 3 i , 1 1/21 11 ') t ; W-7 1 � I 11 � ­-�,,, I , I'll , � 1. N11111 1 1/2" i �� � � I I � IP k I � - ,i, ** e ""' " I� il� 11 , ,�, SIDEWALK F-7-77 FV I I I I i, I i I 4 I ;---\-\, i I \1" 5� � i r%A I'll , 0 URB I" e � -­­­­­-, ill � 1� 1. - I 11 .1 � ` � I � � I 11,1111111--l-11-1-11 1 .4 Z�z I . 4 ; � � l I V , �11_ �-, �w�� �c� , I 1 1/21' � � � � x I l � � � ! - , ; � . __ ———— � � , 4 � �l , "f111 � i � / � 12,11 [A-] ROW i 5 � ill *�"'I-,;, ­:',-,�Ap %-',,;� ',��, ,, � I l . � Tp�, " `11�. " 3,i",q, � : � ­­ 11,,�, I �­ l I I I , I I 1, I 11�11 , I � � 15� ,�� � I I � ) i L � \1 n, - - ___ I � � � I 1, I �� I I t , I i � -011 � � j ; � ; 11� �*,, � � ��,;", 4%... I , I � � �, I I I I � - I I � i I I l ,"I 1, ROW 11� " 1� _111� � ," 11 \\�ELECTRICAL I � I , ROW i I � , 1� I : I I I I I 1 I 7 1 1 � � ; �, l I � � 11, - � i .1 , �, A 02 , 38 1 . � R --/ 1$1$ f . i I � I - � � � I 1, � IRRIGATION CONTROLE I I I � 1, I i ill I I . I ' 'I � I —I U1,I I �­'�, � :1151,1��111,:� 11 I 1 , � I � � , I �� � I � I �.1111114­�111 1,1 �!-­ _'�.... - � _ PEDESTAL - REFER 0 � �� I i:�,��,_',� � ,-j ,�­��,�;�� I N . � R i 1. � :�� I RE - k . � � I I , , -005 ON , 501 MAX I i ,; � FER TO DETAIL(S) G I, .i ;;": 11`�,�",��,,��41, I� � o I - i 12 )OC ::,�:� �;,: i � I I'll I I 1� ; i� ,�� i �;­`�,�",��,,��41, I " i � � � l i ,, � �, .4 �� I ! I 11 , I '' j-; I I l - - � I , � :,l I I � 311", 1 2 1 §_�HEET 3 -002 ON SHEET 4 ' URB -1 I , � �­, � ­i � " � I I � i �� �I I��`�� !-01,11, TO CIVIL PLANS FOR I TO C w I I 'S"", i ("',"'Ili �OD ;��`i�­' , " < � � "", z l � ,_ � e I � �:� �,�:�-'-, I & G DISTANCE — i � � :� ,�., I " llj�­. I I I � I ; I,, 'I',, I , i �- ----�Ir ; , � i �� ; i � ll � '41 TER , e I AQQI1IQNAL I I - If � � � l I I I c 38 0 I � - I I � ; �, � i � i; - ; 4 ; � ,_ -, i � I �, � � � I �, I , � � � � 1, o � '1'1� ,, I I i ; I g � � I _ 11, � 11 INFORMATION i � � r � I ; �, ,�,, � flIn"M � � . �� � � I �, ( � I ; ; N ; I I I � � i � l ;z ; 1 3 ; I i I � . i �! r � � - I . � I I ; � l � . I i i ; I . � � I �i � I I I i I I . � � � I I I I : I ; I 1--ll.---"-,"-.-�.11-�.11�11.11'.. I � � I � �� � I � � ��1'11; ; i ,I � r� � I � � , � I ­ I � � , I � I � � I 1, i �� i � , 11 i �:�,�, 1,>z � � I I � I 1 I � ll�, I � I � � � I � I �� i I � � cl � � � � . I �1111��, �:f"' i � � j I � � I 'I", : I ,� ; �� ; i ; .1- 1, 1, �, � � � i ,,,,�, 1 e��,,,_ , 5 oule, RP11 i i �M I � 1, � , , 1, i i I I I , ,", I I.......1,11111-11111111111.....�....111- � � � � il"I", i i i � ­_'I, �, I 11 '11, ,­' , C OR � _1111-11. I I ­ I I I ...........­­­­-1.11 � I l � I 1� I - �,, ­,­­­­­­­-1-111.111.1-1111........�.......�,�ll,�.,�ll,"",.".,.""",�'ll""II.I.I... Ow i I z I Im � ,�­, , , I - �� , � I � � � " ,\ � , . � ,�X ­­ �, � I , ­ ­ ­­.,.,­­­­­-1-111 ­­­­ -1�,��",--"---�'ll",�'ll-I'��,�,,�........"I'll'I.I�'ll,�ll,",-�ll,",-,"�,� I I � o � � 11 e I I , I i I i I ­­:� 'Ii� --1-111 11 ''I'l""I",--,�,�,�'ll""I'l�l-- - I I 1.11,111,11-1.��,-�'ll""I'll"�lI.....�.......... .. .... "",��,,�.,�'ll",�11-11�,�.111--l'�-11111I " � I il e , I I � i � I r j 1, I I I , n % �....-......-111-1 -1 1.1-1111111111--..... -1111 11-11 11111-111111 1111111111-111"', -Oil - , 111-1111111-___ -11-1 1111111-11 1111-1111111111.1111. I-_1.11­11­11,� H � , � �� ".; , , �:� �� __­­`­­­­, 114,11, - I I 11 "I�-"I 11 1.1111--_.....��, �,_ __.............- ­­­,_­___ ,­­- ,- -------_1_ I -1 _____;e I ­ I � u 11111111:­�,­ ,,­ r � , __­, ­� , ­­.............._�'_, - I � I ­ ­ - 11 4 , �. 1 4 1 � . ...... ........�--,.""-,��.""",�--l""��'�",-,:- __'___11 "I l . i I ,� _�.�­­­ I " I I , �2�,, I - I I � , � � � H � 'i I ,, i I i U � � el �l 1 7 1 � o I r � � � � I � �, 111-1111-1-.................- 11-11 ; � I � �,. � j I : I , I I �. � ; I I I I I . i � � � I � , : i, I I � � I : �ti �" i I I I � I I �1 � � e � � I i: l I l I � e I �i � � � I I � I � !, �i i , � I � ; I I I � 1� - i I . 1 I � � �� I 1\ � � I� ; � � � � � � � I ; ; I I 11 � . � ; � � H �, � i I I � j � ; I ,� � � � � i ! I I i � 3 5 .� � : � I I I � i �, e� I I I I I, I �� : � i I I . 5 1 . � 1-11-11-11-1 ! � � � I I I . � � i I. f . I I 1� I-—111-111-1-1 I I i I I I I , � � � , f I l � � :� ,� i � �Ml- 111-1.1111 I I . � � � � � . � I � - � z � . � I ; � � I 111. : i � , � I I -, \ � l - � TO � � I � , I I I R � I ,�i�, : I I l 1� I ; , I : � ;�� , �1' � 11 � � �� I �, \ � l ROW � ; l . � � I I I I .r I . I � l, -, I I � � � 11 �l 5 i � � � l I I � I :� � i - �� r � I � i :� I I . ,51 � ,I � I 1, i i i 111141-1111I.- 1 . I '.1 'I', , � q� � l I -On � � . � � i -11-11_11------- I I I � I I � �, 'I, 1-1.1-1-1 1 9 � � � . i 1� l � I ­ I � 1 -4(( 1 . 1 � i I il i "I ,z " �� � � , 1 , �� 0 � � I � e � l ! 11 � ­ I I I 0 ,/-, �� � ; I � , � I I CANOPY I 1 1/2" "I ; � � I I � 1 I � 11 I � 1 4 � i I i 11 i j �6 ­�-4,l --� � � I � � i ,_ l � � � � � � I I � i I � : 1 � � i � � . � � ��I r� ,��-,4� "'11, I I � _� I � � I 1. �* ` 1, I j l: � , 1 ; � I I I � , � 1, - . � ; � , � f � . � � � " ­" 11 ,\ N 4;;V I_� ­­__, � � � E � � ; � . I ...� � r'I � . I 11 I I i � � i , � I I �� I _ � i 1< I � � ; � ��� � l I 11� " I I N 1, _, � , "I'll, 11 I-I I I ­-11-­­­ I - � � I I I 11 __'_� � ) I � � I .11 �� �11 I 1� .4k/ , I ; I � � . � � "I 1, �z ,� � I � I I ,�,, I �x " _ 1, 4 � � � � � _j ; t - , : �� " l ;� �; � � � � ! 3 I I , -, ; ; : �, 4zr _ — 1: — � � l I d - - , ; ; �Q Ci . . � � � ���� :� I I ", � I I l � � ! i I � :i � . . `�_, � i� " -1 , � �I n . 'rt�:,� I I — "I 11 ,I � :. ; � I � . I? " I i l� : � I ..... I � , I ", � I I I �P r i I i � I . I 1,r,s,i I I , � �� I 3: J1 � 4 ; ."� , I � � � - 5 — I , I l � ,o , %,� .i � � '-"­­-­_-4-��­-"'­­' I z I ,� i I f I , , ,�'.�,,,, 11 11 �. I� l � � � r 1�i i I %, �_� �� "�:,��o�,11 I,-,11 11-11-,-,,, �11� I , , 1 1-5 1 . � 11 I 11 11-111 1,. � � � � l � ,1_� i i � 111:; ,� �� - I I i � I . I ,--", , 11 I 1-11111111111-:�.......� ,""""�� I -.11 Y l � � � � I .: � I I M". ;1� � " , 1, �`11- 1.1-111111111.......�" � -I I......�­., , � 0 a I I � i � i � � �� , ; I I �, , I ,:",�----,-�,-��-�,�,,�,�.11-11",­­- 111111-1-111"",I 11. ­I , I x 4 65 � � l ili� � � 1-1 I I 1-1111111 I-----------�­ �:��........ , , �1� � j l , � 1�.'10 61,1�_w -1111-11111.............._111111111. :",�","'�,:7�71: I I', i , i i i ; � � � l :i� ," -11 d� ; 11;111clll 1-..........._1111.11 111111-111........�.......___11-_1111111A__......-­­--_11-1-11 I I­-,11111-�.......___....... I� -­­­.......­­'1-4-11-1--_......... I � I � " ,,� , ,, I ,� � I �, "d, ,, � -11--111-11____,_-_--,,,, --1--1.111111......�.......�­­­­­,__"",,,,-I'I'll,--11____....111-11"I'll-_____"11--11--------r...I................_1-1,1_1 1_11"I"11-�,",_______"-, 'q-,"� ; ; � ,- ., C: �� �......-111--........... ( I I � � 1.1i I; ­ 4 , , .......�, - I'S I � � I � , � �",,, , I ,� � I I I , � I i -1 � �_, I I - I " _', -�". 11-11111111111--, 4 ­,_ M , I i ."� ____� -4 ,I ,� " I ,1'1i� Filk 1, I � I il I -1 1, I ; 'I", I—— .� I I 0 1�11_ � 1.1111111111111-11.111.11.1........... � � � I I : . ,. ," , , : ; ; � : . . :,; , " I � � � ;�'­'11_1 YDRANT � z i � . I I � . W �_'1,1­ 'i � I � 1: . i .4 I I I ; ____1 1\ "I"' , I I �� 11_`,`� : �11 i � � "I l� � �,`�'/ 11 "I" . � zzzz �� � I 1_1 I . �'�" � � �� I � � � j, 1 � I �111_ I � I , ,1� I � I s � � 13�z�­,. I I , L_,�-i P� � I I i I . ",�,-'go"'amp'l, � ,�_ ,r � '�, .1 - I , ,,, , rg � I ,�. � ", I; I - I �� - M, , ,�4 ,1_ "I , _ - � ; , ,_ NO , I � : � , , "I , � , I 1-1-1.1-111--........­­ -..."I j I :­ F - " I 1 2,;11 I , "_� I .. I M, " : , � . , .1 .1� I �� i , i I , �,�.......�, I I 11 _�,� , 11 � i 11 ��.', � ��­­111­1­11­_ M I'� I I � � � - I � - TRASH 1-1 -1 I 11 ", - � � I � , "" ;� - % " , % I � -1, �,,­ - , *9 Im I �i i $ , , I 11 ! I � � � "I., il � . 3 1 1 " 5 , I'll i I " , , "" : ; I , " , I x ,'9, I ���, ; � �: : , , - , -, I , , I � � I il -, - I , ,,�� f , I I I , 5 1 ;1 I � el',�­, � , , x -, , � � ;i � i " 11 ,11. 11 � i I �: � � - I _1 � ;, � " ; 11,�i ; i I I - I " 1_1.1111,4,�,,,��!.........- , J1, I I I � 1 41 "I - � 1, I 1� , -....­,­______­ .11.1 �­I 111--, 1-1111.11111--...�.......-1-111-1111111111....... --1-1-1-___.,___ I I'll 111111111 .11 �ffi ". ;��i ,I � � "I _­ ".1 - 1, ___11-1111" __........I...1111111-11--1 , � � � , 11 "I I �� 1� , i'll I _ :�:�::"I'll", �A! - -" I I". .1.1-111-11111............. 1. I j � - ,, ­ , , - I - I I � �� � � , 11 11 , � , I ,,��... _4,ia,�,.­,­`�, --,"'I'll", I Q � " I I � , t...---1-1 I'll � I , � I � � I I " �,!11� __ ,,"""" � � --, - -11;� 17 =��:I." _, 11-1111- 11 1-11 Ll...___-,__­.­­­-...... 1 �; 11 __ , ___., 1'" I' ll, 1-1111-11111--,", I � �i , I 4.....__1 � , , � ,�z_,­­ ­11­­4.11­ �'­:� _'�:��=�,_ "".�­­�,��:,�­­T­lr...r"'I'l,"I........ ,,,,,, ' ' - 11­­­ t , �__ -'- � I I ; � ; '�,­­,_­` , ;,,�i­ ­­ ,�t 1�........­­1111 I I -,."",]��,,�,-,-�,-�,,���",�",�1.11�', ,;:Li�_',��_ , I l�� � i I� � , I 113H � I 111111-11111,--, -1111, � '! I � 11 � 1, I � , � I - �', ­­­-,I ��11-111-------l 1-1 I 11 " 11 ­ .� -, � 4 � l , , -, I ? .�, I , I � � , -1-11 11 . ...... 4.........�,,�,.�,�:,��""9���:,�,::":,:.�:,-�,�,� -­ T: -,�"__ 7111117��', ,�,�� .,,',.'-,'�",',','�,",,,',,',,��,,,�,,,, , " 11 -.111----I'll.... \ , il", � ,,_2'1;",�­`��' � " ',..........�.... - 4 :�::',:�­':�,�:,�]�:�-,,,;� _�� � �5 � ,l � -111 - : " " �c � 11 �, � i I ! � l '1'11��;�i� I' ll � I � �: : . , '­�_ " -.... ,5, � ,:'j,'��',2r�'� ====m==::lllllll::l� 1; c � : : I I I I r� I � I ,, , 'n" , I � I , " �:�e �, � : � I i , � , , " r " I " I �i ., _.�'. 1i � z '' _i!... 1.1i ., . I z � �� � 11 � 1. I � � � r � i l � f , , � �I ",", � ;� : � Y : r � � � : I _,`&;�J, � 1, � ---" - `:�z;�� I'll I 1 1/2" k I I I : ­ - I I 11 � 1," I " �_ - �,, i �� 16':z� , " = I ,E.", -1 � , I �� I I" , 1. I I �� I I I 'j, " " mc! �!?,! ,""`,,;`, I I .l� x ;1 ,,-� "?",:� I , - , I - " 11 � � i � � -1 ,,,, 1�%-ZL �­,,�,,,,,�li,^ !'f! - - I � ,!""_'z�:111 ,.11 I I � � � k ", i � I -'1111 � , ,� � I � � j I I I , - �i �1;','��i o � I � I � � I 11 I., I " I I I � � � , '' - , F\L A-, I --l"",= ,­�.--- . ­­-% , �­,,­ IN I Ill I i I - , - , , - , 11 -­,,�,,­­ -" �� I __ I.,- � n ,,11 � ,11 � � �, � � ,� . 11 1� ��,� § I 11 I I il � � I , ­ -1 ,,,, ,, , 11 -I� I - I r I - I I �C� � I , ,��, I I � I j l ,: e � I ­,,,?­­, �,m��,, � 1� 15 ii � �-,!� , � I "I" , ; 11 I t " I 1 5 � � �,,,_,_ , � , � � e 11 / ', �� , I , ; ,,,,11 ," 11" ,� � AIR;� "'! j i � �, ; �,.,_,_,�,,, ..-i , ��,,, I i " I �� �, I , � I , _,,,.� �I I I 1i I , I , � I I", 11 ;, � A , � � � I I i " ,�'; �-�:,., � l " ­��,_ -1........... '��n­ - I I , " 11- i , � I � � � I i ", e�, �, I 4 '. I � � � I I -"""' " - , I 1 .�� � A: �i " '. _�', ",_1 "1111-1- 11 I �;� I I - �l � �1 11 11 - I � � I I 1,1,; I� I 11 �," �� � l � � � I " � �i � z � I 1-111-1-1--,I—­I�,,�,,,,, � I'll 11-�11-11-1.1 � i�,�_��_-__, " i I I I I I 11 11 "I I 1,; 11 \ �11 i i I o i -� �� � I d'.1 i � �� 'p I 11 I I 11 "I �_, � 1� � � i �, I � ; i ,I i i � �,� "', " �, ? i 3 1 1 1 ,, I ��,-,,-, , !,-'� ,11 _1 I � , \ . �, � I I :_� , .I I � "', "', _­` I ( i I , W - I �, H 1� ,;­ n� �o�, ", I — 1�, I 11 I ,r "� br � 1: 11 ; l � - , i � ' ' ., I : I 1� I'll �­ I ,,, — � _ 1, ,�,�,i �i � � I i �� ", I � i ,�, � I " I , � i i �­ A :; I I � � :: 0 �� � � ­ �, " _ 11­11­�11� - I I I , i I s — I I _� I 5,�� �, 1!�Ijlif .11� � -1-11-1,11 I 1� I �, �, I I l - , ,a- ",�!�:�nd ;1111_11i� 1-1 i V , :o 11 I I I -­I 11�, 11-11 I 11 1. I . I 111 I - � , i . I � 11 , .11 : � 7 z � 1021"ME u I" " 111�i x �- I ", � �11_1�:1_11� ����I�l ­ "" 1� " � -11- I J -.........I " 11 , , I '' , ,r 11-11-11111111-1--1--.........­'_...... I-ell', _1_1......­­­............­_,­­_­_.......- ........ o l i r ;1; ;� � � � I I I , I �. ,'. 5:11,'11�i i�� ...i �i............ � -, --'"� "- -�:� I 0 , :,, . I � . �l . �� ;, � I . I .", j ;1 1, ` ", �, 11 I ,:1, " �",11........111­111111­�­.........:�', �_ ��, 'A� j I ; :i. � " � 1 1 11 �11 11 -, " , , �,� -,,-', "1� ; M,I" �,'1'i,'1i,11.;1111111_1....---,_iw,...... -111j, ,� I� i 1 I I I I I i I S ,, ,I I, �� I I � ; 1 5 � ,I ,, ,I - i , I I F") "_,� I I I 1, ;I . , � I 11 � _�I � I I � I ,, ,,�, ,� � 'i� ," " I I � -11 - �� 'i, I � ... i :11 I :I I I , , I �� �,' , 1, 11 - , I I e� ', l � :1 w I j; _1 - , , ­ ­111� "_ :�,r;4 � 1�,,,,�i,E'�',,',m,,N � �,,­­­ a IML I � I'll t -�.� 11 I ., I , � .� � I � I I I ...1-111111-11.11 � , �, ,� 11 I I I I �,,c� I�� �,"�"",�_, I �,",, '­ . " ., � J �,iz ,, , 1� i, �� "I'E" C�:,, I 1471`i I � l -, ��T f I " � r ......�m,"�, , , .11, ,,, - iil� __........_11-11 I'll",...�......__1-1-111-1-.---.--...__-, .I I— � I I f �� �-I , I I ; "" � ", '� i � =N I ­, i� �,I "I ""I 11 �l, ).,'11':` �.......� li;,"",�,M,izlm, I . _j 11�­�il_`�'111 I I .I I ­- " � , , I ;i ;i V I ­__­, ,, , �, ,,,,, ,i� ,111,1 ; 5 =N � -" , � , 1 � t-11-11�� , ""m a :�V�41 I ,4 i�', 11 ,� I I I I I , ,, I l I �"' � ,,1, � X;�� � ", 11 I - I I I �` . - I I � I I � -'! I � , I I 11 * I ; � , , " :, ,�­­_­, r , """ �� �­­-,11--____,___-1­­­­---,______......I--1111.11111- �� i, ,, , ':i:"",��; I�, � "I 11 � i� I� �,��, � � �� ,'i �­�, ,� H �wj I �11101 1114111 11411 , 11- � " I �� !:,,�,n�i,a.�,,, � t,��w�e,��......�,��, ,�', �: � � ii i J fl ' ' ; !W11141 � I ,1 ". 11 i . , 111,11",i '! V�� - g r z �.�. 'I , ,' i , � I , � I l " , -11111111j i'i 3 , ,,,, " = ,,, � ,,,��:� __ �,� � - -"' CANOPY " " _­"1`1_r1i I , "- ,� I �i I I . -- � ,� ", :, �.......ei­`,��,,,�Ix��-!,� �.,­�",­m "I 311 , , �' 1-1111111.1. , I � SITE 1. N 0 ,�i ,� " 1,11­11�10 I - " , ­ � , �e " � � qggg ; I � I � � I �� I I J.i, lil�,�"Iqr, 'I��,,�,�",�,�:"�,:,�,.:""i�,,��"",��:�������-��;�', ��,_',,,9,1_ I'll , -1111111 i I g ? I I I 1� I , , , , ',,'�,�­­,�I Al, - ­-, 111.1.11-1-1 I , I I li�-,�",- ,',-n'�­-'­�-,��­_":�'�;........�!R'��­".'� r------------ ____ , " lq� �11i, I I � - " �� il,A,�11�il l 1- ---i � I eq� - I ­ " - , ��M ����.����1-1-�,,�����,,�'ll,�,�'llI "I'l"-,��,,�ll,"--;����;��i�,�,;,�i��,.i:��.���-���,,,.,� ,��� W 11-11,11, , " , .4_ I � il _ I , " " ................... ,, , _._. , , l - � - , I - � I .1 ;111 ; ­ ' ' . I � , 1i I � " " ' " -1 ,�, � "' �.... � V �� i � I � � U ��_/',­ ��i..............1111111� 1� _ 1-1-1--.1 I 1-11-1-1-1-1-1.. ....7'9 z " ,'' I , 11 � ��j ... , — I _1_1______,1- - -11111 �, , " e - , 11 -1 " , � �I`­`!_ il I I " - �­ ­ , "I ... i 51_1111 "'l— � ��_ ,,_,,�,,� ;1 I __�, — I 11� — -, I'_, , � : � j , 111.11 4 � , 1 , I ­ _ '11 , 11 v ; : e "'l, R, 1i ; f z ; � , , , � " I - . . 11 I' �%, I ,, , ; ,"If �T � � " _J � I 11 11 �Iilx 1. 1111, � , , " - �� ; t ­ ......... t � _ '­ _. , I - : _1111, '111;�­A � i I , " 11 I , ­ ­­ , :r_ ,r...... �. , . I : - "I � _­ - '_ - � " , I � i - , I - ­ �i I 7 I � � �� I 111-1-1 -LME-- - ­­'_­­-­-­­­, I I I N J�11 � i , 1 -1 1! 11 , w -11 ,� i � -_1 , - Z11 l PROPEitTY" i A �` A!, 1,"I, � 1 � �i�li � � "", ��111�1, � -...... ­­, 4 I � � ,I , � : 11 , � � �0 t � � " - "'' � li , , ,,�,, L-1 I � � , " I I " I , -11; i , � 1 ; I I I I , F� �,k-,� , �, � 11" - '' I � , - ,� A, . v , I �' '. �, 1,11--11 11 I ; � � � ­�� i� i __� I V - I 1 11- � e� il", ` !"'. �__ 't - -.-1,-" � � _A ­­", - ­ - , I 11 I .­­ ii � 1 !�' I - � j ; I � � ­, I ' ll , I - - 11 I ;,� , , i !� I ; l� I � I �_ , �, 1�'�'� ", e, � , 1, i-I � z:......fl' '-1,", ,� , ',��, � � � I I I� , I "I" � 1:i %, 1�__ ,; ,,"- �3� . _1� l� _4111 11 't_____ I � ; _� 11" ' ' I ........�....... , - i " U - 1. ­_. - i: I �, - 1 - 11 � %, . � , �___ -....................�........%, L_ I w I ''I'll, g � � - " 'I "" I MIR 4111,116 P<!�'�, �, ! 1,Rv` i �111,11"'i 1111 � 1", I11 �E I � � � --j% 1--,l-_-...­g� ­ . � 1� I— -,�,, �' I I I . Ick- � - i � I I - I 11 I i� I , I . I , � I _I 1, I �1! i , !,,,- � - �­._, � ,. . I , � , I I f I � o � � , �, I I i 1, " ,�� � '111 1'�- BUILDING - I " , � , � � I ! , , � , "" , _'111 I � � � , - " 11 :i�� I � � "' ' � 1! I I I I i I� I'- "! I �, � 1, i ' "i , �`�� % �­,, "', ,", I :�� �;1�: 1 � 14 � ! � W I I ��,��, � I I , I I NOTE: ORDINANCE NO. 859.3 WA I ­ I �­ '�­:� - I I - 14 I I i� � � �' I :1 I , i Z.111 I f_ _kkk 4 l ��­�P�,rj 11 I 11 � 1 5 li , 11 � �� 1. � 1- 1 - �,,,,,,,, � r I I I I � I �� .1 � , ,; 5���;,��N,, � I .,'_�,,'� �, I , I I I�, � � ��L I � l�=1112� � �7,1'1"' -,,,,,,'��^-��;,',­�,"""A­�iz,�",,?'�,,""',A,�' '!�,�"'_s,�!��,, "" a i" �-,___4 I I � 11 ��r­` I ­­�...� ___...... i I I I � 11­11­­­­;­� ,-_-11 _'_o ; ; " � �. ­�� � � . I ­­ -, , - I �i I �� � " , Il- � , , , 11 �'. ;� , � � i - 11 S 11:zl 1� � i I I ,� i EAST I 1� � ; ; �.� I . I v��, � I H 11 I :I'Ll I I ,� /�'­A I li;� l� l � I I I � i I � z� ,� �i �i � . 11, " � I ; I i �,I � ��, � �=;, I 1! 11 �; I ,I I iil�� ,I 11 � I i 11, I ,;. , � I I 1, , I � � 4�� �1. " �i �; I I � `� � i I 11 ­ I � � �l I % I � .1 : �! I � ': I r , I I � �l ; �il I �. �J'_' I ,: I I. I i � il� 3 � I 0, . �,:, , i�� P11 � ...... `�i I z I AGREE TO COMPLY WITH THE 2270 �, I n 1%11 i 11 i" � �, �i � I �t ­ � �', I N �i ,, l I.......�......... �0...xer�:::_:,:4�_��, -=4�1 ­=,��, �� fl I i � �, � I I I � : l-1-1-1- , 1:� � ,� � 11 , ��, � ­­­,_­, ,��i== ". ,,, ; �, � ,_ I'��,��1:1�11:1111.11.��l";."�,�'ll",�,��"f�����,������,�..���;��,� ,� ,­,,­,� �, 11 �� � ,i , ; �1� - �� ���,­ ,� � �� ;x� ,;, ; I I Z ,� �0�,', � � I I I i � '' I i I � �j .11 _', r,��z�� � - I � i � 0 . CRITERIAOF ORDINANCE NO. 859.3 PERRI 1,11 ,e'� ; ii� ��i� : l �11_ 11 , � _. ii z � z; i � � � I � I � I ,��, 1, I 9� k.j I I - A i� � I ?� � I � : i D,"; �;,, �ii H1 � ;,, �,�=-n,� ,lyfi ......11' ' I� I � -11 11 ,�i, �, � � '11111_� ----,.,��,11,,��,,,,�,�",.".",� � � ;i lq� "I i � - _'_11 11 � .1 i�,=,=3......... , � . ___�il_­I I �, 11, %� - 5 1:1� - � l l� " I I l , � �i�'­:� ','�ij� , ,; I -11-11.1111 (n , I � � ,­�,� , ­=_ � , , � AND TO APPLY THE CRITERIA FOR HE (951) 9 , � I ,,,,�, "'.1 1� " 11 . !�_,,� . ! 11 � , m, � , , 1- ; ,� � � i� - i . 11". ,� 11 i I ,. -_-- re � __ I �I ­ � %­­­­,�,;, " i; I I i i��z,,,-,� �111 � " I , %�', ;...­­­' ��l �N"i : \_ lllpl� ` " , 11 I - I , , ___­­ " I �� , , '11� I ....�,__....... 111-11...... 1, I , I ­1�111_ ; d I V z � :1 ,z , , � �: I-, , ,� 11 1, i ", 1,TGHGEA, 1-11-1. 1_1111 ­­1-i".,,`,, ......-" ��____ 0 � I �11, ,i,-�', I I I , � 3 i!, �, , �1,z" ,T__-_,_,_,-,� j��i;�,,-.,.-�'�,-,n�� �� I� I %,", �I �­111!�11 i, V�,, 5",� � w � I e EFFICIENT', USE OF WATER IN THE I ,�1111 ,� �!���' ��;-."'� I ,�",".."',_ "M 11 .........-111 I . � ��� I 11 ,�',�� �' ��""�.�:",:"�,,,.-��,.�;,:�l""��:,�",5���;������,,,�,�:�����,�����,,�����:�z�,�;�����"��;�,�'"'�....��­ " ",", z �, � 11 �1,1�'l k ;,�� I �l � 11 ,�,........;_,,_',_1,':.,,......1�,�,,,��....­,.:��;:��,_,:=;�;�, ,,,,i 1 4- 1 � - � . ,'k � �' �=�, ,,,,:00,0�,�Zx��_�­,�i > � MQ,�l I' ll '11, 1-i� j I : 1 ,�,_­­,,� -- =-, �:��zll�lllul,`1* --_,�__+f I I ar � '11, 1, 1,�, m- , � Alft'rolf"', I l � lil, �'; � . . �", Iff, � "" 01) i I IRRIGATION DESIGN PLAN. ELE 121111`111111­,­­.,g'g...... .�� �,� ."ji Ni ""� '_ ,,- ,l , 1,r ,111, ,� ill 11" 5 i I � .11111�1111111111­ I'll, ­­­­,''", � -, � I , � , ,, - I 01 � � ...11-1- i 11 1.11 11-1-1-1 I-— e �I I ,,,, ", I ,�;�� ',_� I � � � 1-1-111-, , "I'll, I -11111 ­­­-, I- � - -I---e....11"',.............�................................1�111111..­­­...­­­...___ � , , ", , I ; � __ If _ 1, I I I . ,- ­­­­­......__ ,�11­11­1­ � ,�� I ,# e � I I i ___11111�1­ I 1, .111-1.1-1-1.1...........­­__....... I 1-111-111 I �, ��@, 11 1 , � � " I i%i� " � i v � > , " -7--7 'O' ' I � A J 1�j�� , - -­ . ", 1 ;,�4,�s­........-,--A'."4.........-...........��,<,��,����,���";��r�lk""�,,�,�;,��,�........i,�,,���,��,,,;�,�,,����,���:�ll.��,��,�,,,:�,,;�....�­­­;­­­................... , "" , , I , L'O i " gm�,g,il,I ill, TE - , " "I'll", I "I --''I'll-1-1111--.......111�,ellll'�!, , 'j `,i,!.R1 ` ,��,, , � SOUTHERK W 11 "I'll'," , � I mm .1M 11 I I ,,%�� "._____ 11 - -, , � ,,, � "I ��iz 11,1-111- 1,11 111 ,� ; I 1111 , , , - ; I I 10 I ,�� -­ � 'i, ", I'll,, I .11.11-1111".�.1111-1.1­­__i_�411111111111%111%1711 ­ I I " I � I I I�111 Z, o�­........ ....� ,_ i 2' 1 00 I 4 " 5�', _­­,_­...-p-....­­,­­­­,­­­.,.........��......�_ , _�1­1111__ --_I," '' - I ; " ��', �� � 11-1-1117,...... 0��,�, �,,,�_, ...... , !" �� '�, � ­5�i�,ll_­ ,_l_l:;1111;1� !!',",�,,�,;�:­I_',, -"-- �, 1��_........­­­­ I , ____1__1 � . �� ­ I , 3' ,r* I , � ilvlm � - �%'­... � PRIOR TO BACKFILLING THE PARTY PO BOX 600'-1 ! -_1 _11i�­11111­1__....­­­­,", I � ��:�,...... '' ""', -111 I : I 'll", y I I g­,',f;,-­,,," / , , "" ,�­....... I I - -11 ­ I 1, I �1; I 111-,,, ­111���ji,;=m�i�, '' I--I I'i-,1111-1­J­1'1��_' - ,�":�%"� I � "'.1,ii, �Ai I I -1- I I - �,��,`­­ 11 14,,.�. � ,�" � �Ii , " � - ' 'I I ", , z � -­­,�,� '.; "�_ i,1 ",,"'I � ......� , � ­­ z I , 2,,',*�`,l, I � 4- , 1 �'�3� ­­­ --I'll­........-...... 1, 11 1 " I'll ­ 1 5 ... - 1'1`1;�1'11"J I " , t I , � ­­1-1- �,, � � �', 4 " �� -."'I"',�" ':�_",, 111", i"', � _1111", � ��,,= ­,� - 1 � � � I �, il , , ,,� ',��,, _,,i�­_ I 11- 1, I "I., I I i��. � I , , " '��,';�_`�_�-�_ ­­ 11111-1.11111111-111 1 I ; PONSI LE FOR IR ­� '' - ��I'll, '' l -�"',�t, I I�; ,,"'":��i ixii,-, I , ­ I � I i� , ." '' � �,,................�,i�,_",,�i;�-����,�,���,�4��,,,�,,,,,-,��,,,'�����"":"-"�',�'����,�,'I�-,,"�, -- I I �,­ , 4" , ,__-11 - 1. . � _ � I ,,_� --1111111111....... > i , � .i� ", " '.- !1-1 , I 11" 11.� - . 11 ' I, , , - ,�11 ... � - C j - "I, , , ��,��.... -, 1� � I ", - ",'i"", , i ,�"` ,;.,�� , 0 1 � - - 1.�", ��,'��i �.,;,z��;��,,� , , ,l � - �'� ,,, � ­­ I 1�,,,,-,�n­,;j'l, I'll , ,., 1-1 w , � RES RIGATION ROASEMEAD,��, ,, �, 771 ­� , ,,,,,'� " , " `-�­ . � �� " -11 i, - �% " 11.�_111_1 � __ �: I _� , nl'l, " � ,�: " -1,11' � __;,1,__,,1_ �,,�,��,���,,�,z,�,,��,,�,,�,�,,,�,z���,�-;�, "_`,n1.F"_11_ --I_11- �...... � 11111.1111-11- I � ,­ .'' � ,­: :i,-, _�', I'', - I __ - -1,11-- �;­ "i" � ,��­­­­...�111111-1.I--I � ; - 0 i ,- j ,1� : �_,,� " , - i " "i, i 1_1__-_____ i "' - I'- ,I ""'111 � I ��,h, , I � -, i i �� I _11 e 11-11-11, I �,, ­­ , - " "_,, ". M � � , , �� , ­�,5 'I'll, '11 , � i - � : I : ,I'll_­ ., " l " (800) 655-455 ,x ' ' � , , I il - � INSTAL ION SHALL CONDUCT A I I "",­-, I-- �,��, ,il, i -11 . - � � , """ I i I �,­ 1`1 I �cL.�, I'll-"I'll",1-1 1-111", "I" " 1�', 25' j - � � I I � ��­­ "I I l I I , � I "I'll" � �� _ �11� I I I ��......11 ,; 11 ,� ���V -�� _11111, - � I - 111-111- , I % I . , � I l ,,,, I � lii�l I � ��, 111- --11"I"', '""' 1�,_ " , %� 11,i ,, lo ,�, I ,,,, I � l � I - 10" - ___ 11 , , I I I I� ­­­­­''," ­ e�"' __77-, ­_ 11� ".11111111 i %,�, , I - "'" �, I I � I 111V'li I'll,-...........­­...............�.......�,.�.,�ll,�'ll'"'I'll'"'I'll",'ll""I'll""I'll,�1-11,11111I 11 , �;�'� � e -, I � - 11.11 I 1______;.......1-1,11111- 11:�...... , I I I '11111 11 "I',"", ,�­­­... � _� I 1 ­­�, 1, ___-1 __ I 11 11- 1 "I " 1. , , I , ,, .%, I'M 90 IN!4,� � - '­­­ ---� , -,' ' - _7'1'�:-,,,�,',',,',�'.'.,,',',�,,�"";"!�,,, ��,-_',��-16',,`,' , _,""', � I PRELIMIN RY FIELD INSPECTION OF 11- ,, ,�, ,,,,,, ,,,, 111- "I'l- " �, , i 10, �"­ _­ � 1. 11-1111 I ", .1 �e,� ,�', __ 11111 1, , f � W,,�,�� D RAI NA 'E � ' 'Wo ��,'," ...� ­_ ",- ,'��� `V1111 _1111 I -1.11 - ..........................._1111-111111111-11-I'll,-11 I I-1-111.1-111111 I'll,", 11 I ­­­ 11........­­ """"', ',,1 G ill,, � ,,,�"''-"�,,,.,����!.��":�:,�,::�:,.��,��::�,�'� - ­ U 'I, � I' ' I , " ­4�:�::',:,- , ......"' " " ''fi�,,t, - ...........- 11 , ...... I , 1, i "',, j 1111-1-11111-1 :................___...... :,.��',:7" ,,,,- -,l,i, �W_,__ , ...... ­,� ll� ., , ­�:�',',,'�,��,:�, - � - - 1� 5 - 1 -- __�, , ' 'I , : -, , � -1111, - I ' ll, ", ;-,."��'=:;�',�,-,,,­......_;_---11111_1_1-- ��4 �� 11 11 "' ; " 11 �, I - 11 I��11 I -11..............�"I'll 111-1- ......... > ,__ -11, 11 ___ ,______­_ _,.........7�­­ ,,­ �'i� = ,,, .J � - , 1. _­,_­,­ _ . I � ' � � ......�"-",-�-..,, '�����'�:��,:��--,�,,,,,,- -­­�:... i�......... H , I'll , Ill - ­­ - , a l THE IRRIGATION SYSTEM. ,�, - i!,m _ _ _ _ , �, � ",'' 5 1 � "i i 71��,,� i ; 11 ­1­_111­­­;�,,,,,,, _ ___,�=�z'_ ,= � _,11 - � _____..........-, '�',�,11_�111`.......� -, � I" , - � - - 11, , 11 5 -1 ,, - "',-l-, --- I _­ 5 _- r , - �, If � - � 0,�� I �11'__­111111111 = -�... =11 -1,11-1-11- "A 11.1 I ll �, ; j z', � � �,.:,,_;='­=, I ,... ,�, "I",� ­ � ,�,,,,,,�­ -,',�_',�...... I . , _,­ -., - I . EASEMEN ,_;,,,,;��_;;,ii����� , I � , , � ", , w, , , ,� � , I ; I I 11 11 - - � _�,, __-i%,:.:",",= _11-1 � , '11-1 11 i I __ " � - � � � '. ," ,�,,'��......11111--l-I � 1� il _­`­ � ", ........ '11 -,�� -l"I'l-1- , , I - I i � "­ ___ I -1 i z "_ i � 1 _1 �i � w "'i il, , ", , " -1 I I I i , i�__ " , , � � " i �/'111' \ . $�; 1 ", "70!!!!� 1 "I, - z *4b � I � I , � , I _1!!!!1_ 1-1 , ,-, . � I ; . ;,� � - - ... I � � - � I I , _,!�_,;,� ,r, V i �, ' , . - ��, . " �_­... . ", I e . - � � ,__ � -- I � "I .11 I 0 k 0 1 AFTER PROJECT INSTALLATION AN / 1�' \ , ,i I -l I ,�l""�,,,,���',,�,,,,,,,,,�,,, - , - "", "' ,e�� I- I "', 1 � 11 ,,,, � - I � I I "I s � � I 711-11", 11, - "�....... . ; ,", ­ . I k , ,-,,,I i, - � i� ,�', I � ", I " � �l _1 ,"11, 1 I I .I I __ i I -_ � � I � 11, I - ", � , , ; i - l% C/) /F" 11� � , �11 i ...I'll _�O_ I -.......f AUDIT SHALL BE CONDUCTED BY A " z �z �,� � :�� , � � � "" 11 ...... , "' I / � � � -I I � I � i � I 'll, I i �........", I ....... 1-41111... 11 , i � l 11, I , � ...__ - � , ��, ", � i �� I 1,� I -1, (.) '� " ; � z � �, i � � I 11" � � � 11 �1111 1,� i � � e i �­` "Ill"' ­ ; I I z z %i. � 1_7 I CE ,� ­,,�'�e­­­_ � � �, -, ­ __ : I /I U.1 z RTIFiED! IRRIGATION AUDITOR AND I � I 11!��" "I'll - - � 11 � � I 1-1 1111-11 i � �� 3 ��, I � 1 11 ; 6 � I I �;, � � I 1, - � %� - i l< < ', � - I ��,:`� � � , 1 41- _,­ __11-1 I � I �1 � �� �� l ,�� i��: � I __ I " "Ill � � -- ..I 11 , -1� _-, r I I 1.I _­�,,-_�.. ......... I .1 i ` I ­,", . I /I i,� - ... -11" � �1' ; (0 � I ,I �­­­� i? � ��I I � ­ -1 0 FINDINGS STATED IN A REPORT. I I ­�­� ,,��"",,, -1� � � I : � �: ��.i!i� 000, ", (�� -A ... _­ � � "I ­­­,-.�,,W� I �� �;i -1 -, __11 � - �� I : , ,,,,�,,��K,;�, 1!!�!­ ,A i � I �l � ;;i �l L:� � I -111­_ I I 0 i I I �,�,,m,- � �i , �� ­ - 0 "11 _11.111, _ � I , 111-1-11... �, I ; 11 11 �; ,�_ �� ilUi 11--, .� 11` � i; /I-,' 1�' ,,�.1111­��... � I� ,I : I , " ',, 11 � -, — I I 1-1-111 I - �� � � " T-) -1 __ - i - """', - � 'I,� . 11'1,�,! , �hi, .�Vi� � 0 � "I� , 1� , . ­;­.sUll I � , : �� � I� , .1.- � , ...... < ! I'll, , s� . -, !.,�!_- _b, ,`02 I., I l � , ........ ­ - 1, - : � IW41� , �, 1- I "I' -........ - -- , ­­x I - - -- / ���,�,'111 �� "r 1, � .�1, . il...� __­ " � <� - ­.'111��� I "I �...... U11-1-1_11111" __� � I , � � � ��ii k A� - I"I"', rp I I�........ >_ ," I , -� l ! , , 0 "' '. - 0 w � , � %;i),:', �,,!,,��,t 70- (')- ... .......�,�, ,%,,",,, I � , � l % 4 1 �, w 1'1,�� �; I o�, ;� , � - ", x I - " 11 "" ," , � , ,� �,,,,,�,i i � 11 - � I � i� � ,_­" � I I _­ .�� �, ­­­­.", � � I'll I , " - - C , _ I",��...4 1111- , Z I.- � I 1\ I ,�m,m�,�. \ ,, .�,, , 01 0 0" - I" I - , ""'," , I l w NOTE: �[ 1, , � � I - _111 �� ___ __ � � ) � � 1, I I , ",",", "_ , [ co < , �1 %�� �: I , ­_� ? , ._,�5�...� 9,�,�� I � . ii",",,�'ll""",;�'I'l�",�, - .- - - - FZ (0 � I 11-l" ­111­,�� �­ 11 �', I, i N , -�­,�,ii, �. � -!,Z- ......... I ­­_ _-1-11", � - -, i LOCATION01IF IRRIGATION LINES AND SYMBOLS ARE '", 1, 11 - �1111"', - �, I- � � .1, - -11- � 7, �', 1i ,,�w�,� I 1, � t wt, ,-No" 11, __ ""Ill � 1 2 � i " " \ , '_ '� , lk I -1-1, 11__��_ - '11 11"� U_ o - J... , � -11 Wo LL I 1, 11, �I �,_ I ""," -1111"' ", ........... , ,"', " l I i l � --'I'll, ��, I il ", � "," �­ ' 11 " - 11. i I , , ,W�0, I'll, ,"" -, e DIAGRAMMIC. ALL IRRIRGATION SHALL BE PLACED 'N il,W50 � � i�"; ,,',� "", __1 ­_ ,__ __­­­' ` " I , I "", ... "� �,��',�:_,: , . ��.*,��V I \ _,� 11 -1 - __ .... .....11 -1 � , " ... :� ,", "I ,_ - I �� , _111 ... , 11 � ,�,U­�, I -1. "" " , � - __ ....� 1, z I I I �11'1'111,`i , '� ,� '11k . " - -1- -1 " ." �111 �, , � I - . � ,- _',___­ - _,V/�� _,,P/�� . _,,P/�, , , - -1- -1- ... ....," �, - � 0 � , - " I � IN PLANT114G AREAS EXCEPT WHEN CROSSING �, ��, 11�,,�' �. I I I'll,,,,,� "'.1111, .11 I 11 �11 � � "'.1111, ", "'.1111, ­� I "'.1111, - -- , 1, "'.1111, - -, - - �­­ " I", � z I - ,,- -, ._� I , __111 - I ... ...... ____ � , I ; I , _'_ ___1 ' I - � ,_� ......- - '_...... _�.... � � - "'.", I 1, I z . _111 ., I _ __ 11 "'111 ...... I I I I 1, �', - F I I - I - _ ,ft. � k I _­­ __ � I ­',,� __ - "", " IL E � - - I PAVEMENT. SEE DETAIL G-040/041 ON SHEET 5. �, 11-1-1 j - , _­ I 0 =) �: , \ . �� - I " I......- I . - _­ 1, - I l 11 - _­­,�, I -11 � I .11 11 � � - � , � I I'll , _ "I. � ­­, - 11" __ "_ ............1, "'' - - 'FLA � , , I'll I � ___ 14 01 N ' m � � �- A Q ��d , r I'll, , __ J,RR1§,,,,1, � � \ � �'­"-' "I'll, 11-11 ,_ — ''....... ­ �_ " .......11 __,111 -.1" ___111' -�:',��:��'�,,� , i I - I, , " i, — 111", "I 11 - , � I 1, I'll ___ _111 - I � __.­­ """ ...... __ , 1� � f � " I - - - _-, __­ -1 � ,,, 'I, I I ? I , ­ � � I 0 1 �l — 11 , 11 , 11 "I , : I l,111111l1l 10 � i 40 9 Ljj I � NO LOW HEAD DRAINAGE ALLOWED I �, I'll. - � .......� i­C;11� ,,,,, — — __1.... -" 'I'll -- I� , �,I ,,,,,�,] "'11-1-,"', __.......... 1_'� ,-1- �__111 �, I" — 0'�o 0 5 10 20 � l , 1-I I , " - — """, - � � , � ; .. .w� " I ____...... "", ­­ ,,, � � .. ........ . "I'' "I"' 111 1---, ,­ -....__ , I I �_ ,� 1,11-1-"I'll I I I I-IL........I 111111.1111- — 11111 ­'I'll, 111-11, 1, , ­­­" ,I, 11.1 __,"'l- __"� ___ 11 I i '� I I- -11 . ,_111, - - - 11. -11", ,I I � . _j >- � j � — 11-1 111-1 , 11 1_1 ... I I ,_., 1 ......11 ­­ ,-1"" "I" ,I-I I PNI'll'1111 "M119 i — I -, � � "" - I'll, I "I ; I — 1111- 1-11 7, '.Of A! � " -_ __ ___ __,_ ,31�111 I I � (O Co _j � 5 \ — — — — -111.11 "I'll" I ­-___ ­­ l III ____ I ,�"", "I� I'll ,,,A� , I I � � ill I i I __... ....... - 1.1 - ...... �......I �," "11 111`� - ", _�111­ -"_­ ""' "Ill "11; I � I � l I l� =20' � I 1111111-- , "'"', ....- _1111 I _,__ , " - ­_­, - I � i l , -,�........ �- " , .", _­","' ,,," -.. ..... __", , 1111-........ � � I i a < z 3 NO OVERHEAD IRRIGATION BETWEEN 9AM AND 8PM 1, -............ ...-r-,", ,_____� I ,_'_ i. 5 - ___11, I I -1 11 11 1.I 11- 111--,"".",_­�I �� �-��­ � -11, 11,111,111 ,11, I ,� .... - "I" - - , - .1, _­­ 1/� t ; _­` _111. - " -, - l , ___ __1111 ,, l 11",, __111 - � - - __...�, , -1- i i , "I I . - - ... -, I - - � - __ I ­ -1 � ...1, " �". I w L) 0 1 i � 1-1-11- ­­ ­ , w ,__­­_, _1- ­­­ I ""I, -...- -,_, """, ,�_ 11 � . I r -1-1 I - I )10 - , "', - I I - � 1, I I __111... -11 � '_,_ """, __­ ­­ �..... ;­ � I ­ � ...� ... ... _ w � -------i , � 11. ,� ____� ... , � _11" - ... --- ", REFER TO SHEET 8 F 48 FOR i l *t i - l-11111110-. '­ I'll -1 _7___111 � ( --l- "Ill I i �..... �- 'I I L _j �- - - I �, _'_,� 11 0 � ------- � 1, - - ; i I'll, -, Y__7 "" -111 �......�111­ ... ...I-- " 11�,3'_ 1 ", -1 - 11-, __ ­­ 11111-111---i � !: I "'', "I ...... _11-1 i . 11 _­­ __11 " l I 110�­, "I'll" _111111 ; I ­ I � " __111, 11 - I I - _1 e- ­,", ,,, � , " i � i l I " � I � "I'll , -1-11, __ __­" I ­_ --i- I ! CL Z I i "I'll,... _111111-111, 111�� ; I - -, __ _1 � - , 6- , 13- w I 111111�.......................................�`­ ...... I- 1,"�1-1 1-111-1- _,_­ 1111�''�:"!, I ., -1 -"' ___ k _-1, 'I'll", ,"', ­­ '­', IRRIGATION LIEGEN I "I'l""I'll���;�!��!�!!�,��",,!!!;!,:,!!��,�..-� 1111 ...... i I "11-111 ­­-, .1- ', _­­ , 1-111,, ""'1111" ", I _`,_�`­ " I � i i I ­­­­-, � d,­�, , "' 11 ­ 11 ,",­_ l-'-_ -..... ...- �­,'�,­­ ; § i < -'s . ..........�....�.... � �, _11.1- -;1 I­­ �F " ", " ��­s', � � ,I , ""I'll'', .......11-1., " 1111,-` .1., I , ,,,, - ,�,�� � , 1 i - � � I . 11-11 11,11, NNP,LK 7- I ,111- 1� '_­­..­­' 1-1- _ ,"Ill �, -I'll 1,", "" ,j, i 1 � "I'll"- ', SIDE --r- � I 1, __." " ,� ­­, I - 11 I.b, I I - i 11.1.11 1-1 I .........�, �­ , � , -I I "_,_ ;1 ....�, , ­ .1.1- I I _A�,,� I'll ' � ", � : _r �_ ___ " 11 I "". __ I � "' _-�� -�1, ,;, � ,.. 'D e "I , ,,, L,e,3��i�� , .11,1111" I __' I ,�­ I -1 I - ,,,��I �,��,,� ­', 1 , __....1-1-11--_-, _1111111.........- 11'1�, " I "I ' __ � ­­ , -, ,, , � I 1 �7 1-111-1-1111-1111.... ...�........ � - �", , , 11" ­­ � -1 � " REFER TO SHE' It FOR THE I - - � 1-11.11 1111-1 ", __ �_, � ,/ ''� - ,_ `­ , w --_-_11--11.1......___.........1.11I.-I, 111.11 " _______­ '___"11.-.... I", - ","" 11- �` ___111 -,___,_,!��,,,� -E f(S 6 F ` I -41111, w I-_ 1____..____,­ -11111-,-"",-,""�'ll",�l-",�--"��-"---",�.,�--J- -1/1111" � - ­1� , , _', __1 __3111' 111�1,1111111___....-1-1.1-111 ---l-,.......-........... 1-11111111111--__.....­­­­ , - "I'll,"­'I , _. 1. '�, ­­ -KIr" I ' '�,�'- e I - � ...­ - , - I 11111-1.­­� _______1.1-1... "!!"!!!! I � _--l- ­�........ " �, _-, ""I. '1_11 ­_ � , � i I � _ , , ,��l � __._ 11 � ", . ....._��,�,io' OUN*, Y� , w l �.,�,,�"111%,-",.,�",�,,�,�'ll""I'�', 11� -, - - , RIVERSIDE C 0, 00MANCIZ � � , " e "" --1 , 1 I I l . 3: A< .... ......- ......._._____.___...............___ I � 11-m-1 - ­­ L I - L"'- _­ " ," __-1 ' .11" "Ll , I , 1Jj - — I" '!�!L!'_!.__,­-I-1 -_____-1- I 11�� ­­ I'- , ­ , I '��­_ . - I 11, ,­­`_­' _---11 L....... � ......L.... �__11 � , � � � � ; -111 ,�....� 11 ­', I I "I'll, 11 _­ - �,`,',' ­ 11 i � UJ Uj "I�114,11-11,111,11,�1-11--�--'L'�........­..........� _11111-11-1-.............1-11,------%L,7!! ­...L------ . � L ' , � � .....-... .......L . - ­' SCAPE iNATEit USE z ___r--............................__________"w;--- " " 11 1111�'11­11- 111__,L­L -1-f ­-1-1 ­­­­ ­­ _111-1 I �. 859 LAND I i i , - "L - , -1 - L i ­ I - i " " "I'll ! i - 0 0 i 11 _ �,- - ­­­ 11 ___ �i", ,­­­­ -.......11 __ i � ; - - 1, �, � - - , 1_1- "11), _11-1- _­'­ " I � � w "I ", -___ -1. _ . _­'­' NS �, i I '­ I.- - ," .11 - CALCULATIO � I I "' -­ . ,� 11 () Z z ......... .......... ...L..........L............. � -1111, 11-l'', ­_­­ ­......." _,­` "... ­_,", ___ ___ ," � j I - " l I i -1-11, � - � ...- I'll I- - " "" I � ; � ­�"­­­�:,,____ L: "I ....I'll" __ I-, -l""",---1 "' ­­� ...... L........�., I I z '�­J­_­­�' ,'!�,'�','��4,u��e­'- ­ - - " I ­�,� ... - " . ......, % 11 "' L __­ - � _1 � ­ - � _,., ......._ - L I'll - :­ ''L ­­ ­ ""'t"I" , I i ! i - �'111111111 ___ I , -l", ......� w, < 0 '11-11, 'L --,"" I'll .11111-......... '­ �_........L"',......._,"I'll-', -,_,__L �,L*� 11 I , � I 1, i m ' ', ­­,"'', ' L ' ', I 11 I "I ", 11 - ­....... _ " 11", - - -, I I � � I I I W I`_ �_ < - r I :r 0 �_ Z� - - - 0 U- D f 0 z 0 CHITECT . I SHEET NO. w 0 8- NOTE: I V I G E N BENCHMARK: ,, L_ l, w 0 (n ­ " PREPARED BY: CUP 03579 S2 I.P. No. 160001 PP26032 ­ > 0 Z r -, = I-, WORK CONTAINED WITHIN THESE PLANS ­ '�'­ , I - $ INCORPORATED I -­: _ V!"%_ _1� /VW ' 'I ". -40 11 " COUNTY OF RIVERSIDE �_ g AVVWVVVVVWWWv~ , SHALL NOT COMMENCE UNTIL AN 11 , � 0 ­, "I �,, " 1�, -e 11­1�1 __`tll�_� 4 1 ,�,,;� , - L 11 " - Y. U) I.- ENCROACHMENT PERMIT AND/OR A 'I, �, "I ­­�O, P L HEMET CENTER - PHASE 1 1 �11 0 1 DIA- , `\k, , -AN NI NGIARCHITECTU REJ INTERIOR < I I d�71�11 , SEE SHEET 1 Lij 0 U) GRADING PERMIT HAS BEEN ISSUED. w I -4 ENGINEERING FLORIDA & WINCHESTER BEFORE (_;I rn = Uj W RLA# 3887 c-, I �, () > 0 YOU DIG YOU DIG I I I �� --I III 516 W�SHAW AVE.SUITE 1 01.FRESNO,CA19,3704 LMD LANDSCAPE PLANS z 0 �__ The private landscapearMi ectsigningtheseplans is responsibleforassurng * 31 JULY 18 * ­ I TEL:(559)268-2711 1 FAX:(559)230-17,�1 IRRIGATION PLAN OF 18SHTS w () TOLL FREE 1-800-227-2600 the accuraq and accelptabilty of the design hereon.In the event ofdiscrepancies WVVVV.VIGEN.COM I 1 15 a- 9, .I LP RENEWAL 11�1 I aming after county approd or during construction,the private landscape architect DATE IZI\ DAVID B. BIGLER FOR: W.O. COU Ty � a. a- A PUBLIC SERVICE BY shall be responsible for determining an acceptable.solution at re4ng the plans for MARK BY DATE REVISIONS APPR. DATE /� N_ SCALE: AL HUSN,LP FILE NO. , I � m _\ j 0 ) t I — I f,��_� ��jr�—_- )T 1 2" 'I ." I , � � � I � I I - I I I � I , l , I < I CE ALERT I approval bytInecounty. ENGINEER COUNTY OF CAO�C;�' CERT NO. 3887, EXP 07/2018 H:__.U1,19i_V:__N1S_ 3400 I'll ­ I � I I ­ --1111--- I _ i S ' I ' VIEW OF 1 9 i WIDTH VARIES i CONTROLLER C I NOTE: INSTALL PER 8 � Y i r OPERATOR MANl1FACTUR i I ; , f ERiS g � _ _ �``�� _ �{r I= I !�I I� - I, s — - RECOMMENDATIONS AND SPECIFICATIONS, III _I I , O zx < —1 I ISI l I`3 ' E I I WIDTH VARIES12 6 13 l ` 5 -� 14 EXISTING SIDEWALK/CURB r 4 I LOCATE IRRIGATION CONTROL F-21" MIN. a d 7 D TRACT BLOCK WALL € . ` 2 EQUIPMENT SO THAT OPERATOR — != II 3 IS ABLE TO VIEW ON-COMING TRAFFIC ' 2 ' WHILE ACCESSING CONTROLLER II I I—l!1-DIRECTION OF TRAFFICSTANDARD SIDEWALK I I 10 RIPE SIA' € 5 X PIPE DIA. I STANDARD CURB a O GENERAL CONTROLLER SETUP NOTES 24 I I I I _ MIN. UPSTREAM M N. DOWNSTREAM ( IRRIGATION SLEEVES AS REQ#DFROM SENSOR FROM SENSOR 10 '•.`w/ EXTEND 2 " BEYOND EDGE OF FOLLOWING MUST BE COMPLETE PRIOR TO REQUESTING CURB RADIUS AND INSTALL TYPICAL PLANTER 1 ! PRELIMINARY WALKTHROUGH FOR ACCEPTANCE INTO LMD: if 7_6 FROM THE MONUMENT RECTANGULAR VALVE BOX (SEE SPECIFICATIONS) IDE VIEW ' ~I r- I-' ' ° FRONT VIEW O E CURB, TYPICAL N ENTRANCE I � INSTALL FILTER FABRIC S � ! (DO NOT CUT ADDITIONAL HOLES INTO BOX) ,- WHERE SLEEVE RUN ff * MARK PRO-POSED IRRIGATION CONTROLLER LOCATION AND AROUND GRAVEL SUMP ,, ## S U 7 24 BEYOND CURB RADIUS TYPICAL GALVANIZED ANCHOR BOLT 518 x 18 x 4 PERPENDICULAR TO CURB, EXTEND � C I ORIENTATION FOR APPROVAL BY RCTD REPRESENTATIVE 2 FINISH GRADE 1 METERED ENCLOSURE #, 45 DEGREE PVC SCH, 40 WITH 90 DEGREE BEND (4 REQUIRED SLEEVES 24 BEYOND HARDCAPE ii PRIOR TO INSTALLATION. CONTROLLERS INSTALLED WITHOUT 18 BACK OF SIDEWALK OR MAINT. BAND CONNECT WIRE TO FLOW SENSOR USING WATER S x S ELBOW REQUIRED EDGE TYPICAL 8 # #f ( PADLOCK HASP I _ �_ if - PRE-APPROVAL ARE SUBJECT TO REMOVAL AND RE-LOCATION. 3 2 READING COVER AND METER SOCKET (7--6 OR 3 6 FROM FROM CURB FACE ) TIGHT CONNECTORS (SEE SPECIFICATIONS) EXTEND PRESSURE SUPPLY PROVIDE MAINLINE, WIRING AND " LINE TO 18" DEPTH LATERA SLEEVING ISOLATION VALVE PRIOR TO STREET 314 SCH, 40 PVC CONDUIT WITH SWEEP FOR 3 LANDING LUGS TEST BYPASS BLOCKS PER DETAIL G-041 C PER PL @)AN CROSSING SEE PLAN AND SPECS e PROVIDE SQUARE FOOTAGE FOR EACH ZONE AND INPUT AREA FLOW SENSOR WIRE TO CONTROLLER 1 C} ( ) ( PVC REDUCING BUSHING INFORMATION INTO CONTROLLER MAINLINE PER PLAN, SPECIFICATIONS FLOW SENSOR (PVC OR BRASS) FOR REDUCTION IN PIPE 4 UTILITY DOOR 1 MAIN BREAKER 1 BLOCK PILASTER TYPICAL 1 O ,, L=-� SPECIFICATIONS) BRANCH CIRCUIT BREAKERS AND DETAILS, INSTALL 18 FROM PROVIDE MANUFACTURER CERTIFICATION ON (SEE SPEC C TIONS) SIZE AT FLOW SENSOR � SERVICE CONDUIT 1 BACK OF SIDEWALK OR MAINT. BAND MANUFACTURER'S LETTERHEAD (6 314" GRAVEL SUMP IN, UNDER AND AROUND (TWO REQUIRED, IF NEEDED) � .f LOAD CONDUIT 1� CONTACTORS NOTES: ` VALVE BOX. FILL TO TOP OF VALVE BOX HOLES 1. LINES MUST HAVE MINIMUM CLEARENCE OF 4" FROM EACH OTHER 10 SCH. 80 TOE NIPPLE, CONCRETE FOUNDATION1 GROUNDING LUG AND 24" FROM OTHER TRADES • PROGRAM CONTROLLER TO LEARN FLOWS FOR EACH STATION, (SENSOR SIZE - IF BRASS) 2. ALL SLEEVES MUST BE SCH 40 2X THE SIZE OF THE LINE SIZE WITH A MINIMUM FLOW OF 4 GPM ON ANY ONE STATION SCH, 80 PVC SEGMENT FINISH GRADE GROUNDING ROD (SENSOR SIZE - IF PVC) R'fUERSIDE COUNTY TLMA. PLANNING TRANSPORTATION DEPARTMENTS DATE:.02 0513 RIVERSIDE I'DE COUNTY T LMA. PLANNING AND TRANSPORTATION P RTATION DEP ARTMENTS DATE.02-Q5_ 13 RIVERSIDE COUNTY TLMA, PLANNING AND TRANSPORTATION DEPARTMENTS E,��_Q51� : RIVERSI#�E COUNTY TLMA. PLANNING ANIS TRANSPORTATION QEPART ENT E � j TESTLEEVING t MINERAL CONTROLLER y V % GC} REQUIREMENTS FLOW SENOR - ELECTRICAL PEDESTAL APPROVEDAP ROVED BY. MPH , BY. MPH _ ; !, APPROVED BY: MPH * * APPROVED BY: MPH AND PLACEMENT ';. " I. z �� AT 32 DEPTH OPTION #1 STH G-042 N.T. REV: irapN STD, ra-005 3116 -11-011REV. arapola TD. -(S #E_ i_ it REV: ,,1 �" - "� i RE) T,1 3 0 _ STD. E 003 1 3 (} FILE: G-042--STREET SLE€VIN . IN FILE G-005 CONTRO1_LER REQUIREME�fTS.D`G G D G - FILE 1--022-FLOW SENSOR,DWG FILE E-001-ELECTRICAL PEDi DWG d I w —III-1 I / �; �;i/ �// /// I I-=1 I ! ! Fw _I I ® w W 2 W // UL Z X W , LU Lp w o OUJW I r // ' / , III— e =_ I I I I I— O W W J � LL 0 _ I / ;�. ;; ; / ; I— I W CL 0 t1 J W / :``//�;i'/ //';,/� ' I— III O I O W 1 �, ® Q -1 I i! �;; i// !!%; II I II =1 I— 4 ►— W _ - ' - ;;;/;i i�;; = �- 0 OU - --- I W C. I 0 CL — I �—) 1= I=1I( 11 fr;;; i/! /ji/ %fAl = _ =_ - , W I 3 ! ° �' 0 W_ ! I I l 1 1 1 1 I 1IIII II1- ---LO - in € '_ =III I ;III ill I [ 1-111 6 - ! w - — I I 1=1_ I I I II I ISI a — _ - -- _ ® ` m — a, I ! 1(�!I1II 1111 i -I ( 1 I = - 1 I --- -1 I I= I i j 1 TOP OF SLOPE— 3 r4 2 2 3 I ( i 5 4 q I 1-1 I I =1 1=III — I II 1=k 11=i 3 ! ,r` }+ 6 =I I %" =1 I I I I 11=1 I _ - _, I III=III III;III I l t l 11-. 1 -1 I, vl�l�,,III�III-� I1=1i1 I� ,lllll�I' IIII 11 1I- �_ _ ''. ' . /� I -I _ i ,— f - -1Li-1 ;— i 1�1=1�1 I IIl=1 ' L- 2 - I-1 l Imo: =1 11 I-1 11-1 I =I!I I I L I =I 1 I 1__ �_�_ �_�_I _ I �_.. i ' 1_ —._ _— — -1 I ITI I LSI I ISI l I l=► I=1 i-1 11=1 -! — 11-1 . 1—,�I_I 1 �I I I_.v.l�I.�I I I�.I — —, � ' I �: -� ; 1- I , I --- -1 (�0 �L TOE OF SLOPE `1 PRESSURE SUPPLY LINE FLOW-- —III—I , I—III-1111 I—III 1 I=1 I ! 11 D 1 G _ 21_01 " (SEE PLAN FOR SIZE) 5 1 .2 '-4 1/2" NOTE: 7 2 SPARE WIRES AND 1 COMMON WIRE CONTINUOUS FROM CONTROLLER) _ 6 (SEE SPECIFICATIONS FOR SIZE AND COLOR) CUT ALL PVC CONDUIT 2 ABOVE CONCRETE PAD / QUICK PAD $ ( USE 1f2°' PVC SCRAP TO WRAP 24 "" OF !" ,! ' ADDITIONAL WIRE. LABEL ALL WIRES AS SPARE CONTRQLLER WITH STAINLESS STEEL 6 3/4" PVC SCH 40 CONDUIT AND SWEEP 4 10°' ROUND VALVE BOX (INDEPENDENT Vie, FROM ALL OTHER BOXES) FINISH GRADE ('� TYPE K COPPER TO 'J ENCLOSURE (SEE SPECIFICATIONS) FROM WEATHER STATION OR ET FINISH GRADE BACKFLOW PREVENTION DEVICE GROUNDING ROD (INSTALL PER GAGE TO CONTROLLER MANUAL FLUSH VALVE ASSEMBLY CHECK VALVE 2 MAN FACT RER'S SPECIFICATIONS (SEE DETAIL) !® CONCRETE METER BOX 6" MINIMUM CRUSHED GRAVEL U U } /4" PVC SCH40 SPARE CONDUIT DRIP VALVE ASSEMBLY 3r4 GRAVEL SUMP IN, UNDER AND AROUND 2 "1 AR Q EMITTER ON FLEXIBLE RISER A M LY 6 2 WIRE CONDUIT AND SWEEP 7 VALVE BOX. FILL TO TOP OF VALVE BOX HOLES PER WATER DISTRICT STANDARDS PER WATER DISTRICT STANDARDS S FOR CONTROL AND COMMON WIRE AND SWEEP FOR FUTURE USE (SEE DETAIL) (SEE DETAIL) i WATER METER 61 QUICK PAD S MNG ASSEMBLY FOR SLOPE TRANSITION INSTALL FILTER FABRIC AROUND GRAVEL PER WATER DISTRICT STANDARDS COMPACT SUBGRADE G) 314 PVC SCH40 CONDUIT AND SWEEP SHRUB SPACING (IF APPLICABLE) 0 SUMP FROM MASTER VALVE TO CONTROLLER 3/4" GRAVEL SUMP 18" DEEP (VARIES SEE PLANTING PLANS) TYPE K COPPER SERV T FQR INSTALLATION QF CONDUIT IRRIGATION PRESSURE SUPPLY LINE CAP WIRES WITH APPROVED WATERTIGHT O ICE LATERAL 3/4 PVC SCH40 CONDUIT AID SWEEP WIRE CONNECTOR (SEE SPECIFICATIONS) PER WATER DISTRICT STANDARDS FROM FLOW SENSOR TO CONTROLLER 1" PRESSURE REGULATOR 8 THICK CONCRETE BASE, INSTALL CAP PRESSURE SUPPLY LINE DIRECTLY BELOW 1® 2°' ABOVE FINISH GRADE CENTER OF SPARE.WIRE VALVE BOX EAR.BENTS DATI=.0 _ _ r _ 1' AN `PORTATfON EJP T 1UTA. P ANNING ANIJ R S I' RIDE C©U`NTY TL L RIVERSIDE COUNTY TLMA. PLANNINGN M L N PLANNING AND TRANSPORTATION DEPARTMENTS E T' DAVE,t12 Q513 R VE S S C®lal A TRANSPORTATION OIV P RIVERSIDE COUNTY TLMA: P A N TRA S E ARTM N S S I DEPARTMENTS DATE.02 0513 � RIVERSIDE COUNTY TLMA. PLANNING AND TRANSPORTATION DEPARTMENTS DATE.0 0513 C I .--' o>c+er : y aF pry l Qw R"v � c� �� y v y Y. TYPICAL T IRRIGATION C WATER �/IETI� �. � SINGLE CONTROLLER IN STAINLESS STEEL ENCLOSURE POINT T POINT IRF GA +aN *. SPARE WIRE BOX APPROVED BY. MPH APPROVED B H F APPROVED BY. MPH APPROVED BY. MPF ; Y MP CONNECTION ONLY � � WITH BELOW GRADE LATERALS , . ON QUICK PAID OR CONCRETE PAD REV: ar3/4"=V-0" REV: Arr o - EV: rlc�x STD. I-001 3 —1 -Q ,� STD. G 002 STC3. I t}91r1 N.T.S.NTSSTDs I-046 S —1 _() REV. F - _vn ET r_, r r, _ I - - FILE. I-046-SPARE WIRE BOX.DWG FILE: � OC;_ ..ICAL NdAT_4 METER CONNEC710N.OWG FIDE � X02 S.N�LE C�NTRUL_ER.LWC FILE I 090_PO.N: �0 POINT BELOW GRk0E.G4JG NOT 1I.AWS a Y ", r IIS'. -� , � �" I ` . MS`s" AT .. 1 I a _ _ SLY. 100 2 , 2 _ 3 E I 3 ,: By 13u 4 11-61f 11-611 I 1'-811 r - I fi I I?PY CJ I SLE ' I .. .. - � a..aa:a o ..v 7 MULTIPLE VALVE MANIFOLD =e as o.9.o...Po aaoao m NOTE. 0 4 9.P T 99oa o.®GF P. W ov.Qe..4 0� 4 a �v � e v9 .. ..4o.000a» a� : I g N MORE THAN ELECTRIC . o .P. 9 .�' _ _ O FJ C C vav vv vvvvv avv avv OJ x. G73 i CONTROL L VALVES ARE T • ' CO O TO � .. ac3 INSTALLED PER MANIFOLD. I i . 5 IF LD. EACH < 9 : iASMVAIa d MANIFOLD SHALL HAVE A I : � 1 . AICA' I. 42 ! I � E ' I N MAXIMUMOF 15 SEPARATION. OWMPWOFi VOTAUAIM . ALL MANIFOLDS R : M O SA ARE I INSTALLED IN PLANTER AREAS NOTE. — : i _ — _ h H _ _ I°I�_ W ENEVER POSSIBLE. _ INSTALL DRIP EMITTER INSIDE OF LIJx - _ A L R M DE _ , � :. f4'. PL WATERING A ADJACENT I 114 1— ' — ;— , :—� — —; ANT AT G B SING DJA 1 I Ii -- — TO ROOT FALL Ia I~ Apow o , —: _ l ,, I : Il, ,i I 2 0 1 6 FLEXIBLE PVC RISERS SHALL BE _ d i PREFABRICATED BY THE 13. P , 1 f� I~I�. . SINGLE VALVE MANIFOLD MANUFACTURER UNLESS OTHERWISE C1C APPROVED BY LMCJ REPRESENTATIVE. IO ITEX W .. , SUPPLY LINE MANIFOLD PIPE cm Q � PRESSURE 6 SHRUB OR GROUNpCOVER AMENDED BACKFILL f— I 1 SEE PLAN FOR SIZE 1 (SEE PLAN FOR SIZE) I I (SHOWN AT SIDE FOR GRAPHIC BALL VALVES T MANIFOLD; PLANT WATERING BASIN A L S O2 1J2 x 12 FLEXIBLE PVC RISER 0 2 CLARITY, LOCATE UNDERNEATH (SEE IRRIG. LEGEND AND DETAIL) z Z VALVE BOXES ! EMITTER NOZZLE AND SCREEN CD QUICK COUPLER } ! 3 ? PLANT ROOT BALL I SEE SPECIFICATIONS SEE IRRIG. LEGEND AND DETAIL h Q O ( ) BALL VALVE ANL? SUPPLY LINE TO SCH 40 S x S x T TEE OR ELBOW U QUICK COUPLER SIZE PER PLAN Q ( } MULCH PER PLANTING DETAILS �_ LLJ HEAT BRAND ALL VALVE BOXES PER (LATERAL SIZE x 1r2 FIPT) cl3 �- SPECS 10011 J PURPLE LATERAL LINE " '" W 0 ._ CO 9 Q Z ELECTRIC CONTROL VALVE (SEE IRRIG. LEGEND AND VALVE DETAIL i T LU _ p ( E } DATEAPPO DA" 1 m _j Z RIVERSIDE COUNTY 'LMA. PLANNING AND TRANSPORTATION DEPARTMENTS DATE: 5- DE COUNTY TLMA: PLANNING ANS TRANSPORTATION PATE;02-05-13 L1. E OU A02-0 13 RIVERSIDE W _ DOUBLE CHECK BACKFLOW T O R C d ,�y y : y AI'�I LCA �1I=1 F�ATI (� F ELLE I � F C� Gly O EI'�ITTEI � L SEF TRR DISTIRtICT ASSY FOR SIZES 3/4* THROUGH 2* APPROVED BY. MPH APPROVEL?BY. MPH G SIN LE AND MULTIPLE VALVES GRADE LATERAL a. WITH BELOW RA E L ERA LINE UJI UJI +� a ee # "r 1 n r r V RE r V r ! 4 I ON RM 5�1`D. I 4� l 0 Lu" C STD. 1091 1 1 i2 1 0 � w __ d _ cc i._._ I :1:_ MHNh❑LLI CI_lNE_GLRAT.�N.i)�JG FILE: I 1,,, n v P.I�,EP• W A �u _ E 0 1_. � tl 5EI.0V. _ z Q , LU W NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK t� � WITHIN THE ROAD RIGHT—OF—WAY ONLY. CAL Th'A1V PERMIT 0 CL SEAL-LANDSCAPE ARCHITECT SHEET NO. w U cn NOTE. BENCHII�ARK. .,------. PREPARED BY: CUPQ3579S2 I.P. No, 1�Dflf11 PP26tJ32 o z WORK CONTAINED WITHIN THESE PLANS PN a s cAP� I CPORATED 0 I SHALL NOT COMMENCE UNTIL AN ® ` o , v COUNTY OF RIVERSIDE cr3 �� HEET CENTER - PHASE 1 f— ENCROACHMENT PERMIT AN W « PLANNING ARCHITECTURE NTERIOR 0 DIAL a .n,, I I EE SHEET 1 `-' TWO WORKING ENGINEERING � LU BEFORE Days BEFORE GRADING PERMIT HAS BEEN ISSUED. m FLORIDA & WINCHESTER U You DIG YOU DIG " SLA# 3887 �, LMD LANDSCAPE PLANS `ra'a �+ —1 516W.SHAW AVE.SUITE 101.FRESNO,CA 93704 � Q H The privatelandscapearehitedsigningthese plansisresponsibleforassuring TEL:(559)268-2711 1 FAX.(559)2sa-,7�1 OF 'U SHTS TOLL FREE 1-800-227-2600 theaooura and ofthedesignhereon.Intheeuentofdsorepanoies � 31 JULY 18 � ( RIVERSIDE COUNTY DETAILS !� WVIIW.VIGEN.COM 4L V "7 p g p U;, RENEWAL �Q'- FCfR. W.W. COUNTY C' A PUBLIC SERVICE BY arisingaftercountyapprovalordunngoonsh6on,thepdvalelandsoapearehited MARK BY DATE APPR: DATE qT DATE DAVID B. BIGLER , LL p4 SCALE: shall bietordetermimnganar�ptadesolutionandrevisingtheplansfor REVISIONS OF 1F TS r�T AL HUSN,LP FILE NO. LL UNDERGROUND SERVICE ALERT CAl CERT NO. 3887, EXP 07/2018 H. ti V._� a rat 1de�un. ENGINEER COUNTY , .. . C .. BRASS WYE STRAFNEfI, - POSSrTIT:N STRAINER. NBATIREL 4PAOA! arTx a 2 ..--,.—_. _---_,._—_ sCLEVER E � ._®-._,ah ; ;`"EES--___ _ -- cc r - 1 1 _ – Tx . .. . 3 E ( LOOSE kRY 4 # GARY .: AL mil I y a4tD Dow STEEL _ III III I —III I —11 _ � 1 T 1 + I xP 1` S ! L yT�: I CL 7 � � I-,� , � E — I—� I !—I ( (—I ! (—) ( ! I , I n 4 F r Qom___ I. l E T eLL f x T# c LE �. _, I :— I—III : � ,—I I —I ! ( ! I ( , - :I•. I � � , E �-:m �: ,, ,, > . . . � �� � ry - � - -_ i __ 14 % a10 ORAVEL I CEUBRBEt R£iCK ,__ ---- I I — —)^: _ vE e !` I — TYP. —, _ III _ ql Ex1A1�OR ---, I I ,—I € {— I I I I ; a sTEeL r V — :t ..., 1. STREET E!_.L .SUPPLY LIME, : I -. — i ,— ,. _ .: vim.., c.,.. e-:. i3}I '. ERS: 3` ExIaT,.eB: ..-......I �— — (T'z fi) ....SUPPLI' LINE i ..T.... ... - dBdfi'P,LY G! lPDREdt ;tl.. -- _—. INLET FOR STRAIGHT- INLET FOR AP1IIii£. WOVE14 WIRE CLOTH,- p I—pp ! I— — clr_ PATTER r _ l - PATTERN t1ALIVE'. M VALVE NEa: PTp� ( #''p#;M LIME'E va -I1—F G I—ISI—! I !_ �� ��sN I T, AYE MTRALN � r — A GALVANED - _ III III II I , E � ;� �R prPE c3 ( _ =! =711 , , i I I LL I I IF I I L — I11ENTIFIGAI 0"LAB£L: VALVE UTILITY BOX 3 ',� ��— ! (- tLSrEd7TRtR]L A� TSttGv) 3RItEVEATIi3N8 seE THE —I : 3 — SERIES of THE STANDARD �� 1 ELEVATIONS SECTION .:, VALVE @d3x -,. PLANS AND STANDARD PLAN 1.41 4, PRESSL4rdE. � — URIP RYE STRAIFlE?t ":_. HSNti£PlbFEN REWIRED , RE '% fT3R MI7NDL.LER AFFi.7?STAT[fM�' ---` � � � ----' �--- ;. s�Aly� ' `"> s � .:. . ... _.._. ,.) - , �'. __... a aAearTta�Boa., : _ 5fGYCi E0 RATER WARN-t WHEN�MaRED - _____I 'W. — 9 WACRINE BOLT Fa- .. G... l I;1 i _. _ I SUPPLY 4IESALVE Box COVER �� RL RIS£R , 13 3/4a x 24 1f4n R EINFORCED CONCRETE G 7' HINGE WHEN REQUIRED UTILITY BOX LID __ _ GV – –__- _–_ -�– ---� � 1 R"���`112"CONCRETE GATE VALVE IDENTIFICATION LABEL , - .. UTILITY BOX W12 MACHINE BOLTS $ E ( SUPPLf LINE aRiLL S1GM APtrl C4yER ...:.-'/a 0 SLOTTM HEAD e, E�:I' TO ACCEPT'WtAC#ISNE BOLT MACHINE BOLT WITH �.. ��$3d$1i SUPPLY I : r " RECYCLED LED 1�ATER WARNING GN �. L St�PPLY LIN 1 C C IV G S __ E INLET FOR STRAIGHT PATTERN _�.._.__ : � Was. Ca WASHERS Ari Was€ 1(} ROUND VALVE A�. � 9 AL E BOX SEE SPECIFICATIONS)ATI A C C ONS ( � a 516N m 1.»3' INSTALL FILTER FABRIC W. � � C �m_ ���.__ Tragi � VALVE OR ANGLE PATTERN � RE UIR D 1Fl/11 MACHINE BOLT. � � —.L_.. , = .t. RN GATE VALVE WI-1EE``! DO NOT CUT ADDITIONAL HOLES INTO BOX)) AROUND GRAVEL SUMP W VAr A + v DRILL SIGN AND COVER l O ACCEPT 2 CLEARANCE ON ALL Sim COVER {� � N,I8C0 T-1134 BRASS GATE VALVE � FINISH GRADE PRESSURE SUPPLY LINE � � MACHINE I3C}LT 7 7117 EXTENDED TO MANIFOLDS TIt 114"DIA S.S.SLOTTED HEAD MACHINE BOLT 9 k WOVEN WIRE CLOTH 1� — DS OR QUICK COUPLER STAT OF DSI,#Fc t WITH 2 WASHERS AND NUT RFP VA' �` wiT T;$p T'ATYiN4 ISOLATION BALL VALVE � � c r , LAND$CAPE DETAILS @) 3!4"DIA GRAVEL OR CRUSHED ROCK11' FINISH GRADE (SEE SPECIFICATIONS) 7 SLIP X SLIP 45 DEGREE ELL SCALE 1 3/4" GRAVEL SUMP IN, UNDER, (2 REQUIRED} _._ __.._ _ _ __ AND AROUND VALVE BOX (FILL TQ UTILITY BOX MACHINE EM BOLT ENLAR EN PLAN VIEW SCALE: I"= TOP OF VALVE BOX HOLES) - RIVERSIDE'CQtJNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 ISOLATION GATE VALVE FOR ISOLATION OF CALTRANS PRESSURE SUPPLY LINE APPROVED BY: MPH' I'0 � FOR LIP TO 2112°PRESSURE SUPPLY LINE ,1 RIVERSIDE Q. TTRANSPORTATION S COUNTY LIMA. PL1/- , " U AWNING AND DEPARTMENTS DATE.02 U5 13 _. .. STD. C1O1 1 112 1 -0 LIN:, ES,S CTI-4ERWISE�IQTEDIREV ISOLATION BALL VALVEof Rr MANIFOLD QUICK COUPLER APPRC7VE[7 8Y: MPH STD. 1-010 3'=l'-O' REV: � y4TION Q¢� FILE: I-040-MANIF]LB BALL VALVE.DWG 2 2 6 ' _ 7 16 — 3 4 I I I=I ! '=1 ; - � II �,II ;ISI �I1II I1I ) , - 7 W 4f I k — — �— _ _ — 1 'f3 8 12— c 00 [� I I V I I I I, I _I I I I_ I �, _ — _ I10 1 ! I ! I I I I _ s I I III . 0in, _ I II II ! ( I III II , II I ! 11f1 -I ; IX11X11 , I � I � I— + _ 1 _ —; —I I I I 5 ISI Ii I I , I- I 1�;111_1 I�, f I !_I i_ LU I � h� I — 1 ! 1 ! IE I USE 1/2" PVC SCRAP TO WRAP 12 1 + 14 I LU 10 12" of ADDITIONAL WIRE BEFORE �.'.�' FINISH GRADE 8 1" MIPT X FIPT SCH 40 rr 1— 1 FINISH GRADE 90 ELL (2 REQUIRED) 3/4 GRAVEL SUMP IN UNDER AND < CONNECTING QUICK COUPLING VALVE 1 SCH. 8�} PVC BALL VALVE (LINE SIZE) 2 „ AROUND VALVE BOX. FILL TO TOP OF @) 1 4 DEGREE ELL SCH. 80 COUPLER (SEE LEGEND AND SPECIFICATIONS 9 1 x 8 SCH. 80 NIPPLE A ON (2 REQUIRED �/ (ONE REQUIRED) (LINE SIZE) ) VALVE BOX HOLES CLOSED NIPPLE (2 REQUIRED) + TEE IN PRESSURE SUPPLY LINE „ RECTANGULAR VALVE BOX SEE " 3 re _. 1 1 1 PVC. SCH. 40 STREET�?C � 11 3t4 CH 40 WIRE CONDUIT WITH PRESSURE SUPPLY LINE, ALIGN WITH 10 EET ELL 1 ELECTRIC CONTROL VALVE WITH ,.., S 1 � SPECIFICATIONS, � 3 o DO NOT CUT p FLOW SENSOR SEE PLAN FOR SIZE {{ PRESSURE REGULATING FEATURE W C SWEEP FOR MASTER VALVE WIRES ( ) i , PRESSURE SUPPLY LINE ADDITIONAL HALES INTO? BOX) SLIP X MIPT SCH 40 PVC ADAPTER PVC SCH. 40 FIPT X FIPT ELL ST 'I 0 TO CONTROLLER 4 INSTALL FILTER FABRIC SEE SPECIFICATIONS) Ota ( ) INSTALL FILTER FABRIC AR ND SEE PLAN FOR SIZE i (2 REQUIRED} (3 REQUIRED) 1 OU ( ) �1 AROUND GRAVEL SUMP 3 WYE STRAINER SEE SPECIFICATIONS I, 5 U- JUMBO RECTANGULAR VALVE Box GRAVEL SUMP sr � ( ) 11 2 SCH. 80 NIPPLE (2 REQUIRED) I 10 ROUND VALVE BOX SEE FINISH GRADE 1 C ROUND VALVE BOX (DO NOT U- ( 7 4 8 /, 2 PVC NON PRESSURE LATERAL LIME SEE SPECIFICATIONS). DO NOT CUT ( ) CUT ADDITIONAL HOLES INTO BOX. 12 3/4 GRAVEL SUMP IN UNDER " z - p I SPECIFICATIONS, DO NOT CUT ) 4 ! 3/4 GRAVEL SUMP, IN, UNDER AND 12 1 SCH. 80 NIPPLE (2 REQUIRED) ADDITIONAL HOLES INTO BOX ,, OR POLYETHYLENE TUBING (SEE z 0 I ADDITIONAL HOLES INTO BOX 8 " PV 12 AROUND VALVE BOX. FILL TO TOP SCH. 40 GALV. 36 STAKE WITH (2) AND AROUND VALVE BOX, FILL f ) C SCH. 8fl RESER 6 SPECIFICATIONS) 4" LONG H. 80 TOE NIPPLE SPRINKLER TIES O SC C? OF VALVE BOX HOLES TO TOP OF VALVE BOX HOLES 13 SCH. 80 PVC UNION LINE SIZE. 18 LENGTH OF SCH. 40 FLEXIBLE i1 I 14 ( ) 3/4 GRAVEL SUMP IN NDER AN 18 LENGTH OF SCH. 40 FLEXIBLE U D AROUND (LINE SIZE) (2 REQUIRED) I PV 1-I. THREADED DE 5 U C SC 80 HRA D NIPPLE PVC TUBING FOR FLUSHING PVC TUBING CONNECT TO FILTER PVC SCH. 40 FIP X FIP ELL U VALVE BOX (FILL TO TOP OF HOLES) 1 VALVE IDENTIFICATION TAG 7 (SIZE TO FIT') 14 OUTSIDE ®F BOX G MASTER VALVE USE 1/2" PVC SCRAP TO WRAP 12"" OF (2 REQUIRED} }-- I INSTALL FILTER FABRIC AROUND i (SEE SPECS) >- SCH, 40 PVC BALL VALVE 10 NOTE ALL CONDUIT SHALL BE INSTALL FILTER FABRIC AROUND M � 4 GRAVEL SUMP i I { ADDITIONAL WIRE BEFORE CONNECTING 1 (LINE SIZE) ! CONNECT WIRES TO VALVE USING WATER SEALED WATER TIGHT WITH GRAVEL SUMP < z DRIP TUBING AND/OR LATERAL LINE 7 PVC SCH, 40 SLIP X FIPT ELL CONNECTIN TIGHT CONNECTORS (SEE SPECS) uj U D 5 CLOSED NIPPLE (2 REQUIRED) 11 EXPANDING FOAM, RISER FROM PVC PRESSURE SUPPLY LINE 16 VALVE IDENTIFICATION TAG (SEE SPECIFICATIONS) a RIVE IDE COUNTY TLMA. PLANNING AND TANSPORTA UN DEPARTMENTS TI E ARTMENTS GATE.02(1513 v RIVERSIDE COUNTY TL , , E MA PLANNING AND TRANSPORTATION URTATIQN DEPART N 1 DEPARTMENTS DATE 02 D5 3 RIVERSIDE COUNTY TLMA. PLANNING AND TRANSPORTATION N N RAIU PUI�TATIQN C3EPA 'T DTE: 0 3 RIVERS] COCfJUNTY TLMA.. PLANNING AND TRANSPt�RTATIQN C?EPARTMENTS DATE..O2 05-13 W R MENTS ; , U2 1 MANUAL M � � IABT 11 R LSE QUICK COUPLING VALVE DRIP VALVEASSEMBLY 1 APPROVED r t3VEd 8Y. MF'Fi I•— APPROVED BY, MPH APPt7 - j VED BY. MPH APPRC3VEt?BY. rMiP1-1 91 g. OR, PAINT TO POINT DRIP _ u.l d NORMALLY CLOSED AT 12 DEPTH � WITH BALL VALVE ;. � ¢. rs r rr ., ....._ » .., ... ,, �7,.rfYr, LRP �rr�� STD. I-1742 -1 -0 Lu w STD. 1092 3 1 ��v. q�,�, STD. I-020 3/4 -1 -0 E�ev. pr"g"�w STD. I-044 3 -1 -0 REV: ,..-. ¢� "_ r r, Rev: 0 ZCt - _ ' FILE 1-092-MANUAL rLUSH PMN. TG POTNT,DWG FILE. I-020_MAA5TER VALVE 2.DWG FILE: I-044 QUICK C©UPLER:7VG FILE: 1-042-DRIP VALVE ASSEMBLYDWG LU 2 F EC NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK CAL TRANS PERMIT#16-6-CD-0�5� 0 U- a WITHIN THE ROAD RIGHT-OF-WAY ONLY. Z C7 OC D CL SEAL-LANDSCAPE ARCHITECT SHEET NO. w 0 cn NOTE BENCHMARK. CUP#03579 S2 1.P. No. 150001 PP26032 RK S C PREPARED BY. p WO CONTAINED WITHIN THESE PLANS I T E-- --- SHALL NOT COMMENCE UNTIL AN ` e .$, F COUNTY OF RIVERSIDE U ENCROACHMENT [-, PERMIT AND/OR A ® �� HEMET CENTER - PHASE 1 DIAL , o s PLANNINGIARCHITECTURE[II4TERIOR < TWO WORKING . _. SEE SHEET 1 w GRADING PERMIT HAS BEEN ISSUED, ENGINE RING 4, Co BEFORE DAYS BEFORE �, m F: FLORIDA WINCHESTER U ( YOU DIG YOU DIG " �2LA 387 n LMD LANDSCAPE FLANS /� ..d The mratetand5c�earchdeuls nln theseA'an51$reS e „." � 516 W.SHAW AVE.SUITE 101.FRESNO,CA 93704 �"�'+� z V P p p 0 p4n$i�) fora5$unng TEL:(559)268-2711 FAX:(559)230-1711 CSF '1 V SHTS' TOLL FREE 1-800-227-2600 fheaccura andaccetail at 31 JULY 18 1 I RIVERSIDE COUNTY DETAILS t.� p b fhede5ignhereon.Inleeventofd�crepancles tP RENEWALCL WWW.VIGEN.c(3M 11. A PUBLIC SERVICE BY ansmgaflercoun�apravalorduangconstrutn,theprivatetacdscapearchitecf MARK BY GATE APPR. DATE DATE DAVID B. BILLER FOR: W.o. Dt7UNTl' 9T �� SCALE; shag be res ocsiblefor determimn an cee table solution and revising the lansfor F o fl UNDERGROUND SERVICE ALERT p g p 9 p REVISIONS D� CAGOE CERT NO. 3887 EXP 07/2018 NTS NT5 AL wusN,LP FILE NO. a rovalb Oecoun , ENGINEER COUNTY H. _ V. Kiverside County Ordinance inance 859 Landscape Water 't Use Calculations IRRIGATION LEGEND Project Type (Insert Project Name, Description) Symbols Description Symbols Description 0.45 ETo a I I a nce GPH GPSTCV4 ON GFIH12 12 Flex Riser. See Installation Detail 1-091 CALSENSE CS3-8-S1/ CS3-GR/ GR-STUBBY/ COMM 5Y'R/ on sheet 6. Max. Flow 4 gph FM1 B - See memo from Bob Moxley dated 2016/07/13 See Installation Detail G-005 on sheet 5 & G-002 on sheet 6. Applicant to use drop dawn menus 1n cells that indicate a selection to describe each h `drozone.. HUNTER #HQ-44-LRC-AW Quick Coupler. See Installation Detail 1-044 ® on sheet 7. Refer to 1-045 Manifold Configuration. . RAINBIRD 150EFB-CP-PRS-D master valve. See Installation Where "INPUT' lS S n, applicant f p t specific tI 1C I�f�a 0f . Detail 1-020 on sheet 7. SPEARS 2122 Isolation Ball Valve. See Installation Detail 1-040 on sheet 7. Please note that embedded formulas will reflect as falser Of as an error until selections Bre completed. Refer to 1-045 Manifold Configuration. CALSENSE FM1B 1-inch brass tee-mounted flow meter. See 1 IRRITROL#700 series with OMR-100 Omni-Reg and Toro Installation Detail 1-022 on sheet 5. (Part of controller specification ' Maxiffvurn Annual Vftter Allowance MAWA): AFLS10150-L 'Y'filter with screen. See Installation Detail 1-042 on sheet 7. above) r. Refer to 1-045 Manifold Configuration. INPUT the total square footage Of landscape Spare Wire box - See Installation Detail 1-046 on sheet 6. q P 10,700 S.F. ® p _ 1 NIBCO#T-1 13-K Isolation Gate Valve. See Installation Detail X-601 on INPUT the Hist. ETb 1br the area =r 56,80 sheet 7. Provide ID marker'CALTRANS' _ 1 1/2 PV Schedule 40 Mainline Pie Size�.�.�.� C S Pipe, S mainline piping as noted on Flush Valve. See Installation Detail 1092 on sheet 7. 22'796 Cu yr the plan. Install all pipe in strict accordance with manufacturers F instructions. Mainline pipes are to have a min. of 18" of cover. See installation detail G-040 on sheet 5. Estimated Annual Water Use (EAWU) ,.,. ... ,. ..... .......:e..,.., r, ,e e. ....... ...................... ..,.....,:. .. .. ,. .... ... ..... ,.., ,,., Pf 1 : PVC Schedule 40 Lateral Pipe. Size lateral piping as noted on the plan. Install all pipe in strict accordance with manufacturers instructions, using appropriate cement and primer for the various pipe sizes and prevailing conditions. Lateral pipes are to have a min. of 12"of cover. See Plant Type Water Use Installation detail G-040 on sheet 5. Hydrozone # 1 Plant Factor = 0.2 Shrubs lGroundcover Low ——— „��,, Sleeving per detail G-041 on Sheet 5. INPUT Sq "are, Foot Area Hydrozone 101700 --- --- Hydrozone Irrigation Efficiency = '0.90 Point Sore Drib EAWU:m11 ,257 Icu ft IR Point of Connection. 1 1/2 stubbed mainline pipe- See Civil drawings for � �. P.o.c. meter information- Refer to memo from EMWD stating our projecthas been Plant Type Water Use determined to NOT be a recycled water candidate. There will be no onsite Plant Factor - or offsite recycled water facility conditions. See Detail 1-001 on sheet 5 INPUT square b6i466 6 fidra Q Backflow Preventor FEBCO 825YA 2". See Installation Detail Hydrozone Irrigation Efficiency = 0.85 Bubblers B-966 on sheet 6. EAWU - cuftyr Plant Type ' UseA-01 Controller Designation / Station # Hydrozone # 3 Plant Factor = 0 11h8.0 Hydrozone / Gallons Per Minute INPUT square Rage of hydrOzone Hydrozone Irrigation Efficiency = 1 l' EAWU 0 Icu ft yr Plant Type Water Use FLOW RATE CHART LATERAL PIPE SIZING CHART Hydrozone # 4 Plant Factor 0 INPUT square footage of hydrozone SYMBOL RESPECTIVE FLOW RATE (GPM) PIPE SIZE ALLOWABLE FLOW(GPM) 11f 0-7.0 Hydrozone Irrigation Efficiency = 1 nAa A 4 GPH EAWU 0 c ft r - 1 1/2" 71 140 Plant Type Water Use i Hydrozone # v Plant Factor 0nAc a INPUT square footage of hydrozone = 0 00 Hydrozone: Irrigation Efficiency = EA W - 0 ..0 ft yr cD Plant Type Water Use o Hydrozone # 6 Plant Factor 0 W INPUT square ibot e of h Z y Hydrozone Irrigation Efficiency : 1 F- EAWU = 0 cu f f yr o , SubTOtai EAWU 11257 cu ft yr Input Irrigation System Operation Factor 0.85 Total EAWU 13,,244 EA cu ft 1 r l- a (this ,number Dust be positive) l ' c_nCo J" C7 d z PERCENTAGE OF WATER SAVED RELATIVE TO MAX. ALLOWED 42% W 0 C LL' d Trees are not re u.,rred to be listed as a separate hydrQ�one if under tory is planted with plants W a of an equal or higher plant factor, and t area is already included in Calculations o W NOTE: APPROVAL DY THE TRANSPORTATION DEPARTMENT IS FOR WORK CLTRANS PERMIT#16-6-C©-D98 ' C7 U_ WITHIN THE ROAD RIGHT—OF—WAY ONLY. i C) 0 GL. SEAL-LANDSCAPE ARCHITECT SHEET NO. W 0 co NOTE. PREPARED BY: BENCHMARK. CUP 03579 S2 I.P. No. 160001 PP2 032 > WORK CONTAINED WITHIN THESE PLANS D S CAP I ' C A T 0 AM SHALL NOT COMMENCE UNTIL AN �P o e �i `� �` COUNTY OF RIVERSIDE I—, ENCROACHMENT PERMIT ANDIOR A HEM'ET CENTER - PHASE 1 {„) DIAL ` PLAN NINGIARCHITECTURE I INTERIOR Two woRlclNc SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. «» <», ENGINEERING 0 � BEFORE DAYS BEFORE �.,_ m �,,; FLORIDA & WINCHESTER U0YOU DIG YOU DIG fLA.# 3887' LMD LANDSCAPE PLANS —1 516W.SHAW AVE.SUITE 101.FRESNO,CA93704 Thep(Valeta(�S�e7perh�leCf3�I11�1heeplaflSlSreSpd(81bleYlr�Ssllrl� TEL: 559 268-2711 FAX: 559 230-17'1l' 1 SHTS 31 JULY 1s 1 ( ) I ( ) IRRIGATION SPECIFICATIONS 0 TOLL FREE 1-800-227-2600 theaccuragandacceptatul4ofthedesignhemon.IntheeventoNiscrepandes WWW.VGEN.cOM tfRENEWAL . 0.- arisin dercoun a rovaiordurm canstni*n,the dvafelandsca earchiiacf r � DATE � FOR. W.O. COUNTY LL A PUBLIC SERVICE BY 9 tY Pp 9 p p MARK BY DATE APR. DATE q� DAVID B. BIGLER shilberes nsib�fordetarminin anacce lesol i n r r I F 0� SCALE: FILE NO. f tL UNDERGROUND SERVICE ALERT Po g ptab ufo and ewsmgtheplansfo REVISIONS pF AL HUSH,�P a ro�lb thecoun . ENGINEER COUNTY CAL\F CERT NO. 3887, EXP 07/2018 H; nirS V: N SECTION 328400 D. Specified depths of pressure supply lines, laterals and pitch of pipes as stated in this D. Trenches adjacent to or tinder existing trees shall be closed within 24 hours, and when a. Any zoning changes. IRRIGATION SYSTEM section are minimums. Settlement of trenches lower than grades specified on the final this is not possible, the side of trench closest to the tree or trees affected shall be grading plans is cause for removal of finish grade treatment, refilling trenches, covered with moistened burlap. b. Dimension from two permanent points of reference (building corners, reconipacting and repairing of finish grade treatment, fixed hardscape corners,road intersections,permanent existing utilities) PART 1-GENERAL E. Protect, maintain and coordinate work with other contracts, specifications, trades, and the location of the following items: E. Follow current printed manufacturer's specifications and drawings for items or utilities. Extreme care shall be exercised in excavating and working in the area due to 1,01 SUMMARY: information not specified or graphically indicated in the most current set of construction existing utilities. Contractor shall be responsible for damages caused by their .1 Water meters. drawings. operations. In the event that damage does occur, the costs of such repairs shall be paid 2 Pump stations. A. This section covers the furnishings of all materials and performing all operations to by the contractor unless other arrangements have been made with the owner. .3 Connection to existing water lines. provide a complete operable landscape irrigation gation system as shown on the drawings F. Scaled dimensions are approximate and at times it is not possible to indicate offsets, ,4 Routing of pressure supply lines at ever100'along routing. including the following: fittings and other related equipment graphically on the construction drawings. F, Use caution where trenches and piping cross existing roadways, sidewalks, hardscape, .5 Backflow Prevention Devices Contractor shall be responsible for minor changes caused by actual site conditions. paths or curbs. In the event that damage does occur, the contractor will repair such .6 Flow Sensors I. Trenching,stockpiling excavated materials and refilling trenches. Before proceeding with any work, the Contractor shall carefully check and verify all damage at the contractor's expense. .7 Master Valves dimensions of related architectural elements, utilities and landscaping and furnish and .8 Isolation Ball Valves 2. Irrigation system components including but not limited to: piping, backflow install required fittings, .9 Quick Coupling Valves prevention devices and enclosures, valves, fittings, rotors, spray heads, central 1.04 REQUIRED DOCUMENTS: AID Air Release Valves control system controllers, wiring and final adjustments as determined by the G, Do not install the irrigation system as shown on the construction drawings when it is .1I Electric Control Valves architect to insure efficient and uniform distribution, obvious that actual field conditions such as physical obstructions,grading discrepancies A. Submittals ,12 Drip Valve Assemblies and field dimensions vary from those recorded on the construction drawings. .13 Flush Valve Assemblies 3. Pipe connections to irrigationpump stations, water meters and backflow Immediately bring any such discrepancies to the attention of the architect prior to 1. Submit (6) .14 Swing six sets of all irrigation equipment to be used, manufacturers g Check Valves prevention devices, proceeding with work. If immediate notification is not given and such discrepancies brochures, service manuals, guarantees,and operating instructions for approval .15 Central Control System Controllers exist, the contractor shall assume full responsibility for necessary revisions, as to the architect prior to beginning work. Submittals should be in a bound form .16 Grounding rods. 4. Testing and inspection of irrigation system. determined by the architect. complete with table of contents. The contractor shall not proceed with work in .17 Control wire routing(if routed separately from pressure supply the field until this submittal is approved in its entirety by the architect. li.ne). 5. Clean-up and maintenance H. All central control system telephone communication and/or radio communication shall .18 Control wire splices that are outside of the controller. be tested and certified in writing by the appropriate manufacturer's representative and B. Service Manuals .19 Weather Station Equipment B. The conditions of the Contractshall also be tested on line with the central computer system prior t requesting walk 20 Communication Equipment for Central Control System and Division 1 apply to this section as fully as if c nap y pr r o iegtie ing a a repeated herein, through for substantial completion, 1, The Contractor shall furnish (4) four service manuals to the owner prior to ,21 Other equipment as directed by the architect, scheduling a walk through for substantial completion, Manuals shall be 1.02 GENERAL REQUIREMENTS: 1.03 EXISTING FIELD CONDITIONS: submitted in a bound form complete with a table of contents,and workmanship 2. Prior to scheduling a walk through for substantial completion,provide a record form on company letterhead copy of contractor's warranty,copy of the letter of set of field as-built drawings as described above to the architect for review. - t t- t field foreman A. Code Requirements shall. be diose of Stat. n Municipal -ode A. Preserve and protect all exist/// trees lents monuments, structures hardsca: e and certification for the central control system on the central. control system After review, floe architect will return the as built se o he q c andCodes Regulations p g , p p Y Y locally governing this work, providing that any requirements of the Drawings and architectural elements from damage due to work in this section. In the event that manufacturer's s 1etterhead and shall contain complete enlarged drawings f all requesting further mformatiDn or iII notify the owner that the record rd set of F - e approval from the wner, a walk a fief. as lits drawings s are complete. After a o Specifications, not conflicting therewith but exceeding the Code Requirements shall damage does occur to inanimate object olid stiucttires; the contractor will. repair or equipment installed showing, component. warranties and catalog numbers d bu . d a g p app , for substantial completion may be scheduled. govern,unless written permission to the contrary is granted by the Architect. replace such damage to the satisfaction of the owner or owner's representative. Damage together with the manufacturer's name and address. Manuals shall. include through€ su p y or injury to living plant material will be replaced by the contractor at the contractor's operation instructions. Manuals shall be subject to approval by the owner or ' 3. Prior to scheduling the final walk through, the final set o irrigation as-built B. Conform to the requirements of the reference information listed below except where expense. owners representative as to completeness. g g 9 g more stringent requirements are shown or specified in the most current set of drawings shall be professionally drafted in auto-cadd by the architect. construction documents: B. Trenching or other work required in this section tinder the limb spread of existing trees C. Record Drawings/As-builts shall be done by hand or by other methods so as to prevent damage or harm to limbs, 4. The architect and the contractor shall verify the final as-builts at the time of the • •• l the architect shall deliver the final set of 1. American Society for Testing Material (ASTM), for test methods specifically branches and roots. 1. Prior to beginning work m the field the contractor shall secure a complete set of final walk through and once successfu e a a referenced in this section. irrigation plans at the original scale complete with details and specifications. as-built drawings to the owner or owner's representative pricer to initiating the C. Trenching in areas where root diameter exceeds 2 inches shall be done by hand. The contractor shall be responsible for making a set of blueline prints for every maintenance period for the contractor. 2. Underwriter's Laboratories(UL),for UL wires and cables. Exposed roots of this size shall be heavily wrapped with moistened burlap to avoid week on the project. At the end of each working dray, the contractor shall scarring or excessive drying. Where a trenching machine is operated in proximity to record all work accomplished for that day on the set of blueline prints in red C. Work involving substantial plumbing for installation of brass piping, backflow roots that are less than 2 inches, the wall of the trench shall be hand trimmed , making ink. These record drawings shall be brought up to date at the end of each work prevention devices and other related work shall be executed by a licensed and bonded clean cuts through roots. week by a qualified draftsperson.The drawings should indicate the following: plumbing contractor. Any necessary permits shall be obtained prior to beginning work. County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications As of October 8,2009 328400-1 As of October 8.2009 328400-2 As of October 8,2009 328400-3 As of October 8,2009 328400-4 D. Controller Charts B. Solvent Weld Pressure Supply Line: 4. Sleeving and Conduit Material Over Concrete V-Ditches: 3. Joint Cement and Primer: Type as recommended by manufacturer of pipe and I. Prior to scheduling a walk through for substantial completion, provide a record 1. Solvent Weld Pressure Supply Line: (downstream of Backflow prevention fittings, a, Galvanized SCH.40 for 1"-2 1/2"pressure supply line. set of field controller charts which have color coded each station within each device) PVC CL315BE(1"-3") b. Galvanized SCHAO for 3"and larger pressure supply line. controller to the architect for review. After review,the architect will return the E. Non-Pressure Lines Above Grade: C. Galvanized SCH.40 for non-pressure lines. controller charts to the field foreman requesting further information or will a. Manufactured from virgin polyvinyl chloride (PVC) compound in d. (1)one 3/4"Galvanized SCH.40 conduit for tip to 5 wires. - . s: wires. not/ the owner t e. 1 one 1 Galvanized SCH.40 conduit for u to 8 w notify that the record set of controller charts are complete, After accordance with ASTM D2241 and ASTM D1784, cell classification I. Non Pressure Lines. (downstream of electric remote control salve)Ultraviolet ( ) p approval from the owner, a walk through for substantial completion may be 12454-B. Resistant PVC SCH 40,conforming to ASTM D1785-83. f, (1)one 1 ','a"Galvanized SCH.40 conduit for up to 15 wires. scheduled. b. Type 1,Grade 1. g, (1)one I '!2"Galvanized SCH.40 conduit for up to 20 wires 2. Fittings: Standard weight, Schedule 40,injection molded PVC,complying with h. (1)one 2"Galvanized SCH.40 conduit for up to 30 wires. _ H. u. 2. Poor to scheduling a final walk through, one set of controller charts shall be 2, Fittings. Standard weight, Schedule 40,infection molded PVC, complying with ASTM D1784 and D2466,cell classification 12454-B. i. (1)one 2 /� Galvanized SC 40 conduit for p to 35 wires. professionally drafted in auto-cadd by the architect for each controller unit ASTM D1784 and D2466,cell classification 12454-B. j. (1)one 3/4"Galvanized SCH,40 wire conduit for flow sensing cable. installed on the project, The controller drawings shall be an actual auto-cadd a, Threads-Injection molded type(where required) k. (1)one 3/4"Galvanized SCH. 40 wire conduit for master valve wire. Z reduction of the area covered by that controller unit and shall be at the a, Threads-Injection molded type(where required) b. Tees and Ells-side gated scale � _ - rolled J Hook with protective vinyl maximum allowable kale that twill fit inside the controller door without folding b. Tees and Ells side gated c. Threaded 1Lipples. ASTM 1:}2464, Schedule 80 with molded threads. 5. On Grade Pipe Stabilizer Bars. 5r 16 hot r e p y (0 the drawing. tubing,welded to#4 rebar stake. Ix W3. Threaded Nipples: ASTM D2464, Schedule 80 with molded threads. 3. Joint Cement and Primer: Type as recommended b manufacturer of pipe and L1J pp Yp Y P•1? 3. The architect and the contractor shall verify each controller chart at the time of fittings, G, Brass Pipe and Fittings: t the final walk through and once successful the architect shall deliver the final 4. Joint Cement and Primer: Type as recommended by manufacturer of pipe and LO >, G( 99 - set of controller c to o - I. Pressure Supply line from int of connection through Backflow Prevention dp ogle harts the owner or owner's representative prior to initiating fittings. 4. On Grade Pipe Stabilizer Bars. 5/16 hot rolled J Hook with protective vinyl pp y ( point g the maintenance period for the contractor, The controller chart sent to the tubing,welded to#4 rebar stake, Device) Brass pipe shall be regular weight, 85%red brass, ANSI Schedule 40 owner shall be hermetically sealed between two 2)pieces of minimum20 nils C. Gasket-End Pressure Supply Line: screwed pipe. 0 > thick plastic, F, Sleeving and Conduit: 1. Gasket-End Pressure Supply Line: (downstream of Backflow prevention 2. Fittings: Medium brass,screwed at 125 pound class. 4. The architect shall then deliver one controller chart to the contractor who will device)PVC Class 200(4"and larger). 1. All PVC sleeving for pressure supply line and non- pressure supply line shall d permanently fix the controller chart to the inside of the applicable controller. be twice the nominal size of the pipe within and used for sleeves below grade as 2,02 BACKFLOW PREVENTION DEVICE 2"AND SMALLER W r a. Manufactured from virgin polyvinyl chloride (PVC) compound in indicated in the following sleeve and conduit schedule: Z accordance with ASTM D2241 and ASTM D1784; cell classification A. Backflow Prevention Device: Reduced pressure principal Backflow assembly shall PART 2-PRODUCTS 12454-B, 2. Sleeving and Conduit Material Under Ilardscape: consist of an approved brass or bronze body,brass check valves,hydraulically actuated b. Type 1,Grade 1. relief valve,inlet and discharge shutoffs andfield test tacks,as specified on drawings. UJ 04i H2,01 PIPING a. PVC SCH 40 for V-2 1/2"pressure supply line. Q 2. Fittings: Cast Iron or Epoxy coated steel; complying with ASTM D1784 and b. PVC SCH40 for 3"and larger pressure supply line. B, Backflow prevention units shall be approved by the Foundation for Cross-Connection d 0) A. General Piping: D2466,cell classification 12454-B. c, PVC SCH 40 for non-pressure lines. Control and Hydraulic Research. ` o 0 d. (1)one%"PVC SCH.40 conduit for up to 5 wires. 1. Pi s be and wire Pipe sizes shown are nominal m C. Backflow device enclosure shallbe constructed. of stainless steel to p myna side diameter unless otherwise noted. 3. Gaskets. Factory installed in pipe and fittings,having a metal or plastic support e, (1)one 1 PVC SCH,40 conduit for up to 8 wires. QLLJ within the gasket or a plastic retainer ring for gasket. f, (1)one 1. 'W'.PVC SCH.40 conduit for up to 15 wires, construction and have a smooth surface to protect against handling industry. Enclosure . Lll 2. Pipe shall be identified with the following indelible markings: 1)one 1 '/2"PVC SCH.40 conduit for u to 20 wires shall have a full release .locakin mechanism and provideeasy access for service and � � F' p g g g ( , p g { 4. Lubricant.:As recommended by manufacturer of pipe fittings. h, (1)one 2"PVC SCH 40 conduit for up to 30 wires. repairs. rfi LUL a. Manufacturer's name. L (1)one 2 '/2""PVC SCH 40 conduit for up to 35 wires. Z 0 b. Nominal pipe size. D, Non-Pressure Lines Below Grade: j. (1)one 3/4"PVC SCH 40 wire conduit for flow sensing cable, 2,03 BACKFLOW PREVENTION DEVICE 2%2" AND LARGER Z F— C. Schedule or class. k. (1)one 3/4"PVC SCH 40 wire conduit for master valve wire. 0 Z)Z d. Pressure rating. I. Non-Pressure Lines: (downstream of electric remote control valve) PVC SCH A. Backflow Prevention Device: Double check assembly shall consist of an approved . : . N NSF ti ductile iron ode 65-45-12 with f€ision epoxy coated interior and exterior) body and 400 e, S (National Sanitation Foundation)seal of approval. 40. 3. Flow sensing cable and master valve wires shall be installed each in their own grp y ( ) y U f f, Date of extrusion. conduit separate and apart from all other wires. NRS resilient wedge gate valves with stainless steel springs and flanged fittings. F- J 2. Fittings: Standard weight, Schedule 40,injection molded PVC, complying with M ASTM D 1784 and.D2466,cell.classification 12454-B, WU O a. Threads-Injection molded type(where required) = LJL F- b. Tees and Ells-side gated 0- W C. Threaded Nipples: ASTM D2464,Schedule 80 with molded threads. County of Riverside Timisportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of RiversideTransportationAgency Irrigation S cifieatio ns rF- As of October 8,2009 328400-5 As of October 8, 2009 328400-6 As of October 8,2009 328400-7 As of October 8,2009 328400.8 W 0- W W UJ _ U 0 4 Z W 2 Q Wp NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK CALTRANS PE IT 1 D_Q S0 0 U_ � D WITHIN THE ROAD RIGHT—OF—WAY ONLY. U) C0 CL „ SEAL LANDSCAPE ARCHITECT P18SHTS O, TNOTE: PREPARED BY: BENCHMARK. CUP 1?3579 S2 I.P. No. ��ir�OD� PP26©32 > WORK CONTAINED WITHIN THESE PLANS N Q s cap INCORPORATED SHALL NOT COMMENCE UNTIL AN �P COUNTY OF RIVERSIDE o �o s � ' ua I— ENCROACHMENT PERMIT AND/ORA w � ., r �' HEMET CENTER - PHASE 1 DIAL o < PLANNING`ARCHITECTUREIINTERIOR 0 <k TWO WORKING ,;, ;,w.- . ., E INEERIN SEE SHEET "I GRADING PERMIT HAS BEEN ISSUED, ,. - FLORIDA WINCHESTER C1 BEFORE «k. DAYS BEFORE m YOU DIG IRLA# 3$87 _ LMC) LANDSCAPE PLANS YOU DIG —i 516 W.SHAW AVE.SUITE 101,FRESNO,CA-33704 The 4elandsca earofts signing theseplans responsible TEL: 559 268- 79 F 559 230-17'1 ' C) r p p g �, I f > 1I A>� , IRRIGATION SPECIFICATIONS TOLL FREE 1-800-227-LODU fheaccuragandarxeptaNl4ofthedesignhereon.In the event of discrepancies 31 JULY 18 WWW.VIGEN.COM -t.:. t.P�, RENEWAL ��' GL ansin aftercou a rovalorduhn construction,the fuatelandscaearchtlect T DATE DAVID B. BIGLER FOR, W.O. COUNTY ( . A PUBLIC SERVICE BY b !dY or g p „ P MARK BY DATE APPR DA,E qT SCALE: F 0 FILE NO. shall REVISIONS p F AL HUSN,LP Q L� UNDERGROUND SERVICE ALERT F CAIS approval b thecoun , ENGINEER CDUNTY CERT NO. 3$$7 EXP 07/2018 H. NTS V. N.+ Ir 2.04 ATMOSPHERIC VACUUM BREAKER 2.11 ISOLATION VALVES 1. Pump system shall be mounted on a structural aluminum skid with mounting flanges on 2.07 WYE STRAINER A. Atmospheric vacuum bre 1 A. isolation Ball PVC Valves: Industrial grade sealed unit socket weld schedule 80 PVC tmasp c cuum akei shall consist of and approved brass or bronze body with front and back to allow for mounting of skid to concrete pad. Skid equipped with Pipe , 1-12 n: smaller as manufactured b Spears model non spilling type bronze bonnet rated to 150 PSI. support. an suction and discharge piping. All nuts and bolts and washers to be heavy A. Wye strainer shall be bronze construction with a stainless steel screen element. Wye ball valve(Use for.mainline pipe / and ) y p zinc coated steel on skid and piping. Skid shall include mounting hardware for integral strainer shall have a standard filtration size of 80 mesh. 2122 or approved equal. 105 BOOSTER PUMP aluminum enclosure. 2.08 PRESSURE REGULATING VALVE B. Isolation Gate Valve: Bronze, screw-in-bonnet, non-rising stem, cross handle, solid J. The system enclosure shall be vandal and weather resistant, marine grade aluminum. wedge,threaded valve(Use on mainline pipe 2"and 2-1/2"in size)as manufactured by A. Booster pump shall be single stage end suction close coupled centrifugal, cast iron alloy 5052-H32 construction with rectangular punch-outs for viewing and heat A. Pressure reducing valves shall be of bronze and stainless steel construction and be Nrbco medal T-113-K,or approved equal. bronze fitted construction, equipped with mechanical shaft seal, back pullout design. dissipation. The enclosure shall be low profile hinged top design with padlock provision.The cover shall be secured to the concrete ad with stainless steel hardware. adjusted from 25 P.S.I.to 125 P.S.I. i Impeller shall be keyed and locked to the shaft with a hex head impeller nut and P p C. Isolation Gate Valve: Iron bolted bonnet with 2 square operating nut,non-rising stem, washer. Pump shaft shall be high strength S.A,E. 1045 carbon steel protected in the 2.09 MASTER VALVES resilient wedge type, soft seat, flanged end epoxy coated, bronze trimmed iron body. stuffing box area by a replaceable bronze shaft sleeve. Pump shall be directly coupled K. Punip Assembly shall include the following option(s): (Use on pipe 3" and greater) as manufactured by Nibco model F-619-RW flanged, or to a.C-face electric motor. (ATT) Where specified by the System Design Parameters, Sound Attenuation foam A. The master valve shall be normally closed,pressure reducing,surge protecting, approved equal, shall be installed on interior of enclosure with baffles on venting to reduce sound supplying constant downsream pressure when opened. Operating voltage of 16-40 B. Electric motor shall be of the squirrel cage induction type suitable far full voltage VAC. Regulating and surge anticipation control piolot frange from 5 125 psi with 2.12 QUICK COUPLING VALVES starting. Motor shall. be ODP to aid in cooling. Electric motor shall be rated for emanating from the booster systeirz, g accuracy within=/1 5 percent of setting. Capable of operating within a range of.01 to continuous service. The motor shall have horsepower ratings suchthat the motor will (VFD)Wh_ ere specified b the System Design Parameters,_ a Variable FrequencyDrive 400 EP Copper encased solenoids that area corrosion resistant and provide heat A Quickcou ler valves shall have a body constructed of red brass with a w all thickness carry the maxinurn possible leadto be developed under the designed pumping system to convect incoming I phase power to 3 phase power for the motor.VFD systcm dissipation for prolonged coil life cast iron,epoxy coated bodyand broise trim fully guaranteed to withstand normal working pressure of 150 P.S.I.without leakage with conditions and not overland the motor beyond the nameplate rating of the motor.Motor to receive feedback signal fromsystem mounted stainless steel Pressure transducer,and guided,600 psi rated diaphragm assembly,with manual on-ofcaPabit3female threads(penning at base). Quick coupler valve shall have a binge covet that shall have a 1.1.5 service factor.The motor shall conform to the latest NEMA Standards constructed of red brass with leather like vinyl cover bonded to it on such a manner h . in conjunction with internal software driven PID control loop maintain customer for motor design and construction. adjustable constant system discharge pressure b r varying the speed of the um in 2.10 FLOW SENSORS it becomes permanent type of cover. Quick couplers used with potable water shall have J y g P y � g P pump response to varying system load, vinyl covers yellow in calor. Quick coupler valves used for reclaimed water shall have A. The flow meter shall use two#�14 AWG;one red and one black in I"PVC conduit to C. Primp Central Panel shall have a NEMA 4X plain front lion-metallic enclosure with vinyl covers purple in.color with the appropriate reclaimed water warnings in Englishand S apish as well as the international"Do Not Brink"symbol. padlock latches. This Includes power and control re-lettable thermal circuit breakers A ° ' the t 7 Parameters, w activatedon- connect to the irrigation controller. The maximum wire run between flow meter and P y P P (FSW) Where specified by h System Design Paraixi rs, Fla n ,• � controller shall be 2000 ft.The flow meter shall send low voltage digital pulses back to heavy duty magnietic starter with adjustable overload,protection,Hand Off Auto switch adjustable pivoting rant, styli,. magnetically coupled Flop Switch, with 300 acnes g g P . B. All quick coupler valves must have a schedule 80 ball valve to isolate mainline from to select mode of operation, and heavy duty numbered terminal strips for w the controller and therefore all electrical connections must be waterproof and shall resist q P pe y d ps r po er and stainless voile, Mass body and weatherproof enclosure. Flow switch sensitive to flows quick coupler valve. Mainline shall be the size of quick coupler valve from mainline control wiring lead terminations. as low as 1 fps, with electrical contact ratings of 5 Amps at 125/250 VAC, pressure any moisture entry. rated to 250 PSI, mounted on piping and interconnected to time delay relay to shut tee to quick coupler. • •, down um on no-flaw conditions time dela rale adjustable from 0 to 5 minutes. B. It is intended that all.wire runs between the controller and flow meter shall be direct D. Metal oxide variistor protected pump start relay(s) incorporated in panel to start pump pump y y J 2.13 HOSE BIB with signal from each irrigation controller. (Option:Flow switch to provide on-off control of pumping unit) pulls and shall have no splices. If wire splices are unavoidable,they shall be installed in a valve box with water proof connectors and properly labeled valve boxes. A. Hose bib shall be a ane-piece body with 3/a" FIPT inlet and%"hose thread non-kink, L. The services of a factory representative or trained service professional shall be made angled outlet. E. All system piping shall be type L copper. A11 fittings shall be copper or brass, with C. Each.flaw meter shall Have the fallowing characteristics. g available on the job site to check installation and perform the startup acid instruct the unions or flanges to allow,for system disassembly or major component removal. System 1. Housing to be a Sch 80 polyvinyl chloride tee or bronze tee operating personnel.A startup report containing voltage and amperage readin s suction • shall incorporate an integral full pipe size bypass line with isolation valve t low for P �P P P � greadings, B, Hose bib shall have optional recessed locking nut, ip g p p yp o al a2. Have a pulsing output that operates at 9V DC and a pulse rate that is proportionate P pump removal and repair without disrupting water supply to system. and discharge pressure readings,estimated flow conditions,and general operating to the GPM characteristics shall be submitted to the Owner. 2.14 AIR RELIEF VALVES FOR PRESSURE SUPPLY LINE 3, Fully compatible with.the internal interface at each field controller F. Isolation valves shall be all brass quarter turn ball valves with hard chrome ball on lines 4. Powered by the controller , q M. Four sets of operating and maintenance manuals shall be provided to the owner after -• - - - A, Air relief valve shall be composed of schedule 80 PVC material and be continuous 2"and less. Isolation valves shall be lugstyle butterflyvalves with Buna-N elastomeric P g P 5. Replaceable metering insert shall feature a six-bladed design with a proprietary, P � startup and shall include parts manuals for major components,performance curve for - acting in type. Air relief valve shall:have a ininimutn inlet size of 1"MIPT. seats, ductile iron nickel coated disc, and stainless steel stem with handle and 10 non-magnetic sensing mechanism position galvanized memory plate on lines 2'/VY'and greater. pump,general sequence of operation,and electrical schematic for control panel. 6. Supplied by the same manufacturer as the irrigation controller. 2.06 BASKET STRAINER D. Irrigation zones must be sized so that the specified flow meter is capable of reading the 2.15 ELECTRIC CONTROL VALVES G. Gauges shall be 2Y2" diameter face, glycerin filled with stainless casing and brass minimum and maximum gallons per minute for all proposed zones. internals. A. Basket strainer shall be manufactured with a steel powder coat or stainless steel body A. Electric Remote Control Valves: Electric control valves with pressure regulating feature with an 80-mesh filtration element and stainless steel basket. E. Install down stream of master valve. two way solenoid,pilot operated made of synthetics,non corrosive material;diaphragm H. Flow activated paddle style magnetically coupled flow switch,sensitive to flows as low activated and slaw closing.Include freely pivoted seat seal,retained(mounted)without as 1 fps,mounted on piping and interconnected to time delay relay to shut down pump B. Specify basket strainer at P.O.C.directly down stream of the backflow device- Install attachment to diaphragm. on no-flow conditions,time delay relay adjustable from 0 to 5 minutes. per filter detail_ County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation on Specifications County of Riverside Transportation Agency Irrigation Specifications cations As of October 8,2009 328400-9 As of October 8,2009 328400-10 As of October 8,2009 328400-11 As of October 8,2009 328400-12 B. Isolation Ball Valve at Manifold and/or Electric Control Valve: Emitter shall have a take apart feature for inspection and cleaning as well as an 120 CHECK VALVES: 2.23 IRRIGATION HEADS(GENERAL). outlet baffle to deter entry of insects. Ba V • P threaded ll with T A, Swing Check Valves: PVC, Slip x Slip check valves, for non-pressure ressure lateral line A. All irrigation heads shall be the size,type,and provide the same rate of precipitation 1. 11 aloe. VC ended true union ba valve, wr l heavy bodied PVC g P P p g - applications on slopes. with the same radius of spray,pressure and discharge in G.P.M.as listed on drawings construction, buttress threaded double union nuts, safe t block seal coiner, PTFE Emitters shall be installed according to the following schedule. PP P P y=P g g ball seat,high impact polypropylene handlesafe-t-shear stem, full schedule 80 bore, 1 Gallon Shrub-(2).5 GPH Emitters 235PSI rating,NSF listed. 5 Gallon Shrub-(2} .5 GPH Emitters B. Spring Check Valves: forpop-up sprayheads and sPra heads on risers and 3/4„ for pop- B. All spray head.sprinklers shall have stainless steel screw adjustment for radius of spray. 15 Gallon Shrub.Tree-(3) 1 GPH Emitters up rotors and rotors on risers. 2.16 DRIP VALVE ASSEMBLIES: 24"Box Tree-(4) 1 GPH Emitters C. All irrigation heads shall have a factory installed check valve or have an after market 36"Box Tree-(6) 1 GPH Emitters 2..21 FLUSH VALVE ASSEMBLIES: check valve installed. A. Electric Remote Control Valves: Electric control valves with pressure regulating 48"Box Tree-(8) 1 GPH Emitters le fittings _ feature two way solenoid, pilot operated made of synthetics, non corrosive material, A. Schedule 80 Ball Valve, threaded schedule 80 nrpp sand rigs with D. All other requirements far non pressure lateral line pipe to be as specified in fitting diaphragin activated and slaw closing. Include freely pivoted seat seal, retained D. Tubing Stakes For Point to Point Drip Irrigation with 1vlulti-Port Adapter: tubing for flush hose. specification section. (mounted)without attachment to diaphragm. Z 1. 6"galvanized,9 gauge,pvc coated tubing stake, 2.22 VALVE BOXES: E. In no case shall the irrigation head spacing exceed the maximum manufacturer's Q_ B. Wye Strainer: 150 mesh screen for paint to point drip and sub surface recommendation. 0 2.19 SUB SURFACE DRIP IRRIGATION: A. Jumbo rectangular valve boxes shall be 14-718 inch wide by 21-3/8 inch long and 12 CC inch high. Rectangular valve boxes shall.be.11-3/4 inch wide by 17 inch,long and 12 E Irrigation heads along walks,curbs,paving,etc.shall be positioned I inch above finish Bl k ll t• - C. Isolationa l Valve. Ball Socket Ba Valve with thermoplastic molded n i p c l d o e piece A, Drip Tubing For Subsurface Drip Tubing: inch high. Round valve boxes shall be 10 inch diameter and 10 1/2 inch high. All grade. Irrigation in turf areas shall be positioned 2 inches shove finish grade. > construction and teflon seat with EDPM cushions. valve boxes shall be constructed of rigid polyolefin. 01)to f I. The drip tubing shall be a pre-bonded emitter type, The,tubing shall have emitters G. All sprinkler heads shall be set perpendicular to finish grades. 2.17 HARD PIPED POINT TO POINT DRIP IRRIGATION: spaced at 12 or 18 inches and in flow rates of.53 or 1.0 gallons per hour. B. Valve boxes shall have locking covers secure with a 3/8-inch stainless steel bolt and C] washer. H. All sprinklers in turf areas shall.have a minimum pop-up height of six(6)inches. A. Riser Assembly For Hard Piped Point to Point Drip Irrigation: Nater distribution shall be via an integrated turbulent flow path_emitter with dual discharge ports on opposing sides of the tubing. The tubing shall consist of C. .lumbo rectangular valve boxes sball be used for master control valves. 1. All sprinklers in planter/slope areas shall have a minimum pop-up height of twelve(12) 1. 12" Long, `/�" IPS flexible PVC tubing with factory attached /i" schedule 40 PVC g P PP g g g P MIPT adapters on bath ends. nominal-sized,linear low-density 5/8" (I5,8mn-i)polyethylene with an outside inches. n P diameter(O.D.)of approximately.710"(1 8mm)and an inside diameter(I.D.)of D. Rectangle valve boxes shall be used for control valves,pressure regulators,flow W approximately•620"(16rrim). The emitters shall be molded from virgin sensors,wye strainers,filtration devices,ball valves and pull boxes. 2.24 BUBBLERS: Z B. Emitters For Hard Piped Point to Point Drip Irrigation: polyethylene. The tubing shall be available in pressure-compensating version that 0 E. Round valve boxes shall be used for ate valves quick coupler valves flush valve t plastic and be pressure compensation full shall incorporate a circular silicon rubber disk designed to flush at startup, g q P . A. Bubblers shall be constructed of heavy duty p a P P I. Pressure compensating single outlet emitter with W'FIPT base and 20 mashscreen, shutdown and during the irrigation cycle to inhibit debris collection. assemblies and spare wires. circle. The bubbler shall have a 20 mesh screen to protect it from clogging. W 0 'I2 GPH, 1 GPH or 2GPH. Mulch Camo Brown in color. 1-- ` Q F. All valve boxes to be green in color unless otherwise specified for use of reclaimed B. Bubblers shall be from.25- 1.0 GPM and operate between.20-90 PSI. Q < 2.18 MULTI OUTLET POINT TO POINT DRIP IRRIGATION: B. Pressure Regulator Valves For Subsurface Drip Tubing: water. 2.25 POP UP SPRAY HEADS: CIC A. DripTubing For Point to Point Drip Irrigation with Multi-Port Adapter: 1, The pressure regulator valves shall be a spring-operated iston e with an g p g P P g ( ) P type G, Heat brand all box lids with the appropriate two-inch high identification 0 externally accessible regulation unit that can be serviced without removing the letters and/or numbers. A. The spray head body,nozzle,stem and screen shall be molded out of heavy duty 1!J- 1. DuraPolyHose 1/4", manufactured of flexible vinyl chloride conforming to ASTM valve from the system. The valve shall be constructed from molded black plastic U.1 Z plastic. ca Q I- D2855M,D380 and D1599, with six different colored tops with interchangable springs denoting different H. All valve boxes shall receive landscape fabric. Landscape fabric shall be constructed of I- tJ) LL pressure regulation. and flow ranges. The regulator shall have a built-in indicator 5.0 az,weight proven polypropylene weed barrier with burst strength of 225 P.S.I.and B. Pop-up height shall be as listed in drawings and in no ease shorter than 4 inches. U_ B. 6 Outlet Manifold for Point to Point Drip Irrigation that shows when the proper outlet pressure is reached. Operating ranges for the capable of 12 gallons per minute of water flow and puncture strength of 60 lbs. Dewitt Z F- valves shall be from 15-50 PSI in 5-PSI increments. Inlet and outlet ports of the Pro Miri or approved equal.I- � , i , P fy PP q. C. The spray head shall.have an adjustment screw used for regulating flaw and.radius with Z 1. Emission Device with h FPT inlet thread for /2 MIPT threaded riser,providing a valve shall be a combination of male/female threads. matched precipitation rate(MPR.)nozzle. Q =) Q manifold with six free-flowing '/4" barb outlets. Each barb outlet shall be sealed I. All valve boxes shall receive 2 cubic feet of 3/4-inch gravel. F 0 CC with a durable, removable, plastic cap that can be removed for additional emission C. Air,Vacuum Relief Valves for Subsurface Drip Tubing: D. The spray head shall have a removable screen to protect it from clogging. devices. W J. Valve Tag:Manufactured from UV stabilized plastic with l 801bs pull out resistance and .. >- 1. Air I vacuum relief valves shall be constructed of grey and/or black plasticwith an hot stamped for maximum visibility. Tap hole shall be designed to pass a 16 gauge or E. The spray head shall have d stainless steel spr:inl,for proper pap dawn, CO JC. Emitters For Point to Point Drip Irrigation with Multi-Port Adapter: internal sliding poppet valve that is capable of venting air or preventing vacuum.. smaller solenoid pigtail or attach with a nylon tie. W 00 The main body shall have a /z"male pipe thread(MPT). Operating pressure range F. The spray head shall be equipped with a factory installed check valve identified on the 1. 1/4" barbed pressure compensating ensatin emitter with a hi quality diaphragm for for the air/vacuum relief valve shall be 7 PSI minimum to 140 PSI maximum. • p: J r P P g � q ycap and capable of holding water up to 10 feet of elevation change. CL Z improved pressure compensation and uniformity over a wide range of pressure. CL W Q 2 _ i Riverside Tran Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside'Transportation Agency Irrigation Specifications County ofsp g y g 11, As of October-8,2009 328400-13 As of October 8,2009 328400-14 As of October 8,2009 328400-15 As of October 8,2009 328400-16i W CL Z U d UJ 0 Z Z W 2 IX .91'F` NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK a WITHIN THE ROAD RIGHT-OF-WAY ONLY. CAL TRANS PERIT#�16-6-CLQ-0180 co Z { SEAL-LANDSCAPE ARCHITECT SHEET N®:' a- NOTE. BENCHMARK. W cn PREPARED BY: CUP(13579 52 I.P. Na. 16000PP28032 > 0 Z WORK CONTAINED WITHIN THESE PLANSN o s CA o 0 R XT �� RItlER51L�E +D SHALL NOT COMMENCE UNTIL AN o o s $ , COUNTY OF10 ;,a HEMET CENTER - PHASE 1 - ENCROACHMENT PERMIT AND/ORA ? PLANNING ARCHITECTURE INTERIOR ,} �, DIAL I I �' SEE SHEET 1 C TWO WORKING ;;• ENGINEERINfa GRADING PERMIT HAS BEEN ISSUED. w „f - , : FLORIDA IDA WINCHESTER ® BEFORE Wo, DAYS BEFORE t, M11.1 W RL/ # 387 r, {„� YOU DIG YOU DIG 1 516W.SHAW AVE.SUITE 101.FRESNO,CA?93704 LIVID LANDSCAPE FLANS Z 0 The private lardscapearclidedsighingthaeplansisresponsibleforassuring � TEL:(559)268-2711 I FAX:(559)230-17,21 O � �SHTS O � � I IRRIGATION SPECIFICATIONS {� TOLL FRE=E 1-800-227-2600 the accuragand ceptabllijofthe design hereon.Inthe event ofdlscrepanrres 31 JULY 18 WWW.VIGEN.COM t� T �� RENEWAL E � .::.LE.R FOR: W.O. CCONTY 11 A PUBLIC SERVICE BY ar Ingaftercou yapproaalcrdunng nstruL n,thepdvatelandscapearchtect MARK BY DATE APPR. DA E �!T DAVID B. BIC CL F SCALE. AL�uSN,LP FILE �. UIJDERGROUND SERVICE ALERT shalberesponsblefordetermimnganacceptabissolutionandrevsngtheeOrIsfor REVISIONS ®F CAI�F CERT NO. 3887 EXP 07/2018 H: NTR V: NTS a rovalb thecoun, ENGINEER COUNTY G. The spray head shall be equipped with a factory installed pressure-regulating device B. Rotor shall be mounted on an ultraviolet resistant riser a minimum height of 12"from controller,what keys were pushed while there,and when an.access code logged out of constructed of stainless steel and heavy-duty plastic capable of maintaining a pressure finish grade supported by a rebar stabilizer stake and sprinkler ties. G. Programming shall be based on a seven(7),fourteen(14),twenty-one(2 1)or twenty- the controller.These shall be date and time stamped. of 35-70 P.S.I.to 30 P.S.I.for operation of the sprinkler. eight(28)day scheduling and shall be able to irrigate in minutes and as a%of ETo. C, The rotor shall have a diffuser pin for regulating flow and radius. R. The controller shall be able to display for the user a detailed water usage report H. All spray head bodies shall have universal male thread risers to accept universal female H. The controller shall.be able to receive real-time weather data directly from an.,ET gage categorizing for each month the usage during scheduled irrigation,test and manual key threaded nozzles. D. The rotor shall have a screen to protect it from clogging and have a minimum inlet of and tipping rain bucket,and as a stand-alone controller automatically use the data to operation,and for non-controller usage such as bleeding valves on manually,using 3/4 inch. calculate appropriate run times for each station without use of a central control system. quick couplers or bose bibs. 2.26 SPRAY HEADS ON RISER: E. Medium Range rotors shall be capable of covering 16-55 feet radius at 20-60 PSI with a 1. The controller shall be able to irrigate with the use of soil moisture sensing whereas the S. Optional Radio Remote receiver board,(model-RI(e)shall be built-in the controller and A. The spray head adapter body,nozzle,stem and screen shall be molded out of heavy rate of.5 - 9.2 GPM. and be adjustable from 1-360 degrees. Long range rotor shall be soil moisture sensor overrides programmed irrigation minutes,or minutes calculated a hand-held radio remote transmitter(model RRe-TRAN)will.be supplied so that the duty plastic. capable of covering 16-55 feet radius at 40-74 PSI with a rate of 3.8 - 27.5 GPM. and when using real-time weather data.The soil moisture sensor used with the irrigation end user can trouble shoot valves remotely without having to go the controller itself. be adjustable from 1-360 degrees, control system shall be by the same manufacturer. The hand-held transmitter shall display operational inforniation such as valve on,gallon B. Spray head adapter and nozzle shall be mounted on an Schedule 80 riser a minimum per minute flow rate and electrical draw in amps. height of 6"from finish grade. 2.29 CENTRAL CONTROL SYSTEM CONTROLLER AND COMMUNICATION HUB J. The controller shall have flow management capability as a standard feature whereas the MANUFACTURED BY CALSENSE controller shall learn each station's expected GPM flow rate automatically at night over T. The field controller(s) shall be capable of utilizing a single mode or a combination of C. The spray head shall have an adjustment screw used for regulating flow and radius with several irrigations,and use the mainline GPM capacity programined,to operate up to cornmunication niodes such as hardwire cable, standard telephone, Etherriet, WiFi, matched precipitation rate(MPR)nozzle. All controllers./hubs shall the most current Calsense version and model and shall have the four(4)valves at the same time plus the master valve to shorteii the water window. point-to-point spread spectrum radio,local radio in the 450-470 MHz range, fiber optic following specifications and capabilities: modems, or GPRS wireless modem application as cornmunication links to the central D. The spray head shall have a removable screen to protect it from clogging. K� Alei ts shall be able to be processed and responded to at both the field controller computer. The field controllers shall be capable of directly receiving, storing, and A. Shall be capable of fully automatic, serni-autoniatic,and manual operation using a location and at the Central Computer location. operating commands downloaded from the central computer. keypad that is an integrated part of the controller.Each controller shall be capable of E. The spray head shall be equipped with an external check valve capable of holding water storing irrigation schedules,monitor and manage flow all without the Central Computer L. When an alert,such as High Flow is indicated on the controller,the station with the U. The controller shall operate on a minimum of 120 volts A.C.power input and shall be up to 10 feet of elevation change. (i.e. if the Central Computer is turned off,removed,or if communication from/to the High Flow shall still attempt to come on each watering cycle and then shut off,rather capable of operating up to four 5.5 VAC 24 volt A.C.remote control valves at once. Central Computer fails,the field controllers will continue to perform weather and flow than having the alert keep the station off until sorneone clears the alert from the central The controller shall have a reset circuit breaker to protect the controller from 127 POP UP ROTOR: management functions). computer or at the field controller. overloading. A� All pop-up rotors shall have a rubber cover and be constructed of heavy duty plastic B. Backlit display shall have a minimum of sixteen(16)lines by forty(40)characters so M, The controller shall have built-in amperage meter to accurately measure and diagnose V. Install one extra 1-1/2"inch conduit to controller for future use. except for wiper seal,bearing spring and bearing washers. The riser shall be that scrolling through menus is minimized.The display shall allow the user to easily valve solenoid electrical problems such as"no currenf',"station shorf',"under constructed of plastic or of plastic encased in a stainless steel sleeve. All rotors to have move from screen to screen through an intuitive,self-prompting display so that it is current","over current",etc. 2,30 CENTRAL CONTROL SYSTEM CONTROLLER ENCLOSURE MANUFACTURED BY a reinforced rib design with flange encasement. easier for the user to program,read and understand the controller.The controller shall CALSENSE display an area description for each station including the station's location,the type of N. The controller shall have an irrigation test program or"walk-thru"program that has a B. Pop-up height shall be as listed in drawings and in no case be,shorted than 3-1112 inches, plant material irrigated and.type of irrigation equipment used. delay time to allow a user to walk to a certain area before valves come,on.The A. The enclosure shall be of a vandal and weather resistant nature manufactured entirely of controller shall then.manually water a sequence of predetermined stations for set 304-grade stainless steel, and the top shall be 12 gauge and the body 14 gauge, The C. The rotor shall have a diffuser pin for regulating flow and radius. C. The controller shall have the built-in capacity for sensing flow via a flow meter input program times. The programmable delay time shall be an integral part.of the irrigation main housing shall be louvered upper and lower body to allow for cross flow and utilizing a master valve without the addition of sensor boards,decoders,or other test program.The controller shall be capable of operating a test program without ventilation. A stainless steel backboard shall be provided for the purpose of mounting D� The rotor shall have a screen to protect it from clogging and have a minimum inlet of pieces of equipment. affecting the controller's normal program station times or without terminating a regular electronic and various other types of equipment. The stainless steel backboard shall be 3/4 inch. watering schedule. mounted on four stainless steel bolts that will allow for easy removal of the backboard. D. There shall be a minimum of seven(7)regular irrigation programs with individual F. Medium Range rotors shall be capable of covering 16-55 feet radius at 20-60 PSI station cycle and soak watering,plus two additional syringe/propagation programs each 0. The system shall be capable of allowing the user to make changes to the irrigation B. The 38-inch height with flip top shall provide easy access for programming from a with a rate of.5-9.2 GPM.and be adjustable from 1-360 degrees. Long range rotor with minimum of six(6)start times,adjustable station run times and with automatic program via either at the Central Computer or at the field controller without requiring standing position under normal installations. shall be capable of covering 16-55 feet radius at 40-74 PSI with a rate of 3,8-27,5 prograrruning capability up to a specific data.When the date is reached the controller the user to go back to the Central Computer to accept the change. GPM.and be adjustable from 1-360 degrees. shall automatically cease irrigating the manual program. C. The pre-assembled vandal resistant enclosure by Calsense shall come complete with P. The controller shall allow for operator-set water window,which prevents irrigation lightning and surge protection and all tem.inals shall be factory labeled. The pre- 2.28 ROTOR ON RISER E. The controller shall have a water budget feature that provides monthly water volume from continuing beyond a set end time.Remaining run-times shall be carried in a hold- assembled enclosure shall come provided with an On/Off switch to isolate the controller allotments proportionate to historical evapo-transpiration(ET)which is interactive with over table and shall be applied at the next scheduled irrigation with the system along with a GFI receptacle. An Optional radio antenna shall be pre-mounted and A. All rotors mounted on risers shall have a rubber cover and be constructed of heavy duty all programs,and able to alert the user(via on screen alarms)when the controllers' prioritizing which valve to operate based on accumulated ET and the hold-over time. connected on SSE-R enclosure. The enclosure shall include 2-7/8", 1-1/2" thick,6-pin plastic except for wiper seal,bearing spring and bearing washers. The rotor riser shall water usage is more than the User set water budget. cylinder,die-cast steel padlock with unique shackles desigii. be constructed of plastic. Q. The system shall provide a multi-level access control up to four(4)levels for F� A full year master schedule to allow twelve(t2)month programming shall be a controlling who programs what at each controller.The controller shall have the ability D. Factory pre-assembled.enclosure with controller sball cat ry a full UL listing, standard feature of the controller. to track and report on when.an access code or"individual"user logged into the County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications As of October 8,2009 328400-17 As of October 8,2009 328400-18 As of October 8,2009 328400-19 As of October 8,2009 328400-20 E. The enclosure and Controller installed equipment within shall carry a five (5) year I AWG UF UL approved No. 14 direct burial copper wire for all control wires sleeves to 95% Modified Proctor Density within 2% of optirnurn moisture content in Boring under existing paving, sidewalks,or hardscape may be permitted at contractor's warranty. and No. 14 direct burial copper wire for all common wires, accordance with ASTM D 15 57. own risk. Contractor is responsible for any repairs or damage to such items at their own expense. 2.31 ET GAGE FOR CENTRAL CONTROL SYSTEM MANUFACTURED BY CALSENSE 2. Wire Colors: 3.02 EXCAVATION AND BACKFILLING OF TRENCHES G. Backfilling: Backfilling of trenches may not be done until a required testing for the A. The Central Control system shall include a remote connected ET gage where shown on a. Control Wires-As specified on drawings A. Trench excavation shall as much as possible follow the layout shown on the drawings. irrigation system has been completed. the plans and specifications. The ET measuring device shall be powered by the selected b. Cominon Wires-As specified on drawings. Trenches shall be straight in aligninent and support pipe continuously on bottom of field controller. ET is measured directly in 0.0 1" increments and pulses from the gage c� Master Valve Wires-Blue. trench.Remove rocks and debris greater than I" in diameter. Over excavate as required I. Material: Excavated material is generally considered to be adequate for shall be sent directly to the field controller. The daily,on-site ET data shall be stored in d� Spare Wires-Green(labeled at termination.) for bedding material. backfilling operations. Before beginning the backfilling operation, insure that a 28-day table in the controller, backfill material is free from debris and rocks greater than 1"in diameter,and is 3. Wire Splice Connectors: 3M DBY Direct Bury Splice Kits, B. Depth of Trench(in landscape areas): not mixed with topsoil. These materials after separated from backfill, shall be B. Cable shall be installed in conduit and shall be run from the location of the ET gage legally disposed of at contractor's expense. back to the controller. Maximum length of cable shall be 1,000 feet. Wire runs shall be B. High Voltage: Pressure Supply Line(3"and smaller): 18"from top of pipe to finish grade. Z -Pressure Line(12"pop-up Rotors): 18"fi-orn,top of pipe to finish grade. 1 Bedding. Bed pressure supply line with construction grade sand 6"above and direct pulls without underground splices. Non 0 1 Type required by local codes and ordinances, of proper size to accommodate Non-Pressure Line(6"and smaller pop-up Rotors): 12"from top of pipe to finish grade. 6" below pipe as shown on details. Remaining backfill may be as described U) C. The top surface of the gage shall be 3'4" above grade, The location shall be needs of equipment serviced. Non-Pressure Line(12"pop-up Spray Heads): 18"from top of pipe to finish grade. above. ry representative of the area to be irrigated, free of any obstructions to sunlight and wind. Non-Pressure Line(6�'and smaller pop-up Spray Heads): 12" from top of pipe to finish 11i > The location of the gage shall be located in an area where water from sprinkler heads 2,34 PIPE JOINT RESTRAINTS grade 3. Bed all electrical control wire trenched separate from pressure supply line,with does not bit the top surface of the gage. Calsense shall be called at 800-572-8608 for Control Wiring: directly at side and bottom of pressure supply line. construction grade sand 6"above and 6"below wires. 00 assistance in correct placement of the ET Gage, A. All pressure line fittings 4 inch and larger shall be iron ductile deep bell type Pressure Supply line Locator Tape:6"above top of pipe. ri constructed of grade 65-45-12 and shall be in accordance with.ASTM A536, Rubber for 4. When backfilling,slightly mound filled trenches for settlement after backfilling W D. A vandal-resistant stainless-steel enclosure shall be used to protect the ET gage. The gaskets in fittings shall be in accordance with ASTM-477. All iron ductile fittings shall C� Depth of Trench(under asphalt paving or concrete): is compacted. Compact backfill to a 90% maximum density in accordance 0 ET gage shall be mounted on a poured concrete base 18"xl8"x 6" with the enclosure have stainless steel exterior lugs to secure a joint restraint system. with ASTM D1557 with a mechanical taniper. Do not leave trenches open for a metal base and stake embedded into the slab.The horizontal plate shall be one inch(1") Pressure Supply Line(3"and.smaller): 24"from top of pipe to aggregate base. period greater than 48 hours. Open trenches shall be protected.in accordance below the poured concrete, and the finish grade shall be two inches (2") below top of 2.35 SAND BEDDING Non-Pressure Line: 24"from top of pipe to aggregate base. with current OSHA regulations. the concrete base. Control Wiring:directly at side and bottom of pressure supply line. l.0 A. Sand bedding shall be construction grade. Pressure Supply line Locator Tape:6"above top of pipe. 5� Smooth trenches to finish grade prior to requesting a walk through for Z 2.32 RAIN BUCKET AND WIND SENSOR FOR CENTRAL CONTROL SYSTEM substantial completion with the architect. MANUFACTURED BY CALSENSE PART 3-EXECUTION 1. Piping located under asphalt paving or concrete shall be installed with the appropriate sized sleeve and.backfilled.with sand bedding (6" below pipe and 3,03 POINT OF CONNECTION(S) W F- Z A. The Central Control system shall include a remote connected Tipping Rain Bucket 3.01 PREPARATION 6"above pipe). < where shown.on the plans and specifications. The rain-measuring device shall be wired A. Point of connection shall be approximately as shown on drawings. Connect new using the 60' of 2-conductor cable supplied with the Tipping Rain Bucket to the A. Examine field conditions prior to beginning work described in this section. Grading 1 Compact backfitl material in 6" lifts at 90% maximum density determined in underground piping and valves and provide all flanges, adapters, or other necessary selected field controller. The cable should be installed in conduit and the connections operations shall be completed and approved prior to beginning work. accordance with ASTM D1557 using manual or mechanical tamping device. fittings. are to be made at a terminal strip inside the enclosure. Maximum length of cable run < 1__� n UJ shall be 200 feet, B. Verify all sleeve locations below fature hardscape and/or across concrete v-ditches prior 3. Set in place, cap, and pressure test piping in the presence of the owner or 3.04 INSTALLATION OF SOLVENT WELD POLYVINYL CHLORIDEPIPE(PVC) W Z B. The Rain Bucket shall accurately measure rainfall in 0.01"increments by means of a to beginning work in this section. Flag all existing sleeves and conduits installed by owner's representative prior to backfilling. < tipping and emptying device mounted below the center of the collection dish. other trades. Report any conflicts and discrepancies to the architect immediately. A. Polyvinyl chloride pipe shall be cut with an approved PVC pipe cutter designed only CA U_ D. Width of Trench: for that purpose. LL C. The controller shall provide the following programming parameters for rain: C. Irrigation system shall be constructed to the sizes and grades at the locations shown on Z 0 Stop Irrigation after x.xx inches the drawings. Mark with powdered lime or marking paint routing of pressure supply Pipe Greater than 3": 14"minimm-n. B. All plastic-to-plastic solvent weld joints shall use only the solvent recommended by the Z Z Maximum Rain in One Hour is x.xx inches line and stake the location of each sprayhead, rotor, electric control valve and other Pipe Less than 3": 7"minimum. pipe manufacturer.Do not install solvent weld pipe When temperature is below 40'F. 0 =5 3: 0 0 Maximum Rain in 24 Hours is x_xx inches related equipment for the first three zones. Architect shall review staking and direct any (.) ry Let Rain only build.up to x.xx inches necessary changes with the contractor prior to proceeding to other zones. This review E. Width between Trenches: C. Pipe ends and fittings shall be wiped with MEK, or approved equal, before welding UJ I does not in any way alleviate the contractor from the responsibilities associated with solvent is applied.Welded joints shall be given a minimum of 15 minutes to set before F- _J >_ 2.33 ELECTRIC CONTROL VALVE WIRE proper uniformity and distribution of head placement after staking. Irrigation Trench to Irrigation Trench.:6"minimum. moving or handling, CO _J < Z Irrigation Trench and other Trade Trenches: 12"minimum. UJ 0 A. Low Voltage: D. Install sleeves, to accommodate pipes and wires, under paving, hardscape areas, D. Pipe shall be snaked from side-to-side on trench bottom to allow for expansion and I= l_- sidewalks, and paths prior to asphalt and concrete operations. Compact backfill around F. Boring: Boring will only be permitted where pipe must pass under an obstruction that contractions. Z cannot be avoided or removed. Backfill shall match surrounding soil density and grain. UJ < County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications Comity of Riverside Transportation Agency Irrigation Specifications r As of October 8,2009 328400-21 As of October 8,2009 328400-22 As of October 8,2009 328400-23 As of October 8,2009 328400-24 < UJ (L Z LLl W (.) 0 Z Z Z < 0 LLI 5 W <1 NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 �- CAL TRANS PERMIT#16-6-CD-0180 U� W 1) WITHIN THE ROAD RIGHT—OF—WAY ONLY. 0 0 NOTE: SEAL-LANDSCAPE ARCHITECT BENCHMARK: SHEET NO. W 0 U), D S C Ape PREPARED BY: CUP 03579 S2 I.R No. 160001 PP26032 > 0 Z' WORK CONTAINED WTHIN THESE PLANS INCORPORATED 0 AAAAZVVVV\A/\&tVVVVV~ NW SHALL NOT COMMENCE UNTIL AN COUNTY OF RIVERSIDE - PHASE 1 ENCROACHMENT PERMIT AN D/OR A PLANNI NGJARCHITECTILI REJ INTERIOR HEMET CENTER DIAL 0 < TWO WORKING SEE SHEET 1 LL1 GRADING PERMIT HAS BEEN ISSUED. ENGINEERING FLORIDA & WINCHESTER C) BEFORE DAYS BEFORE LLJ LIJ SHEI ':7 1 1 T E D VAT ITER JOR YOU DIG YOU DIG 17�1 -TI 516 W.SHAWAVE.SUITE 101.FRESNO,CX,9,3704 LIVID LANDSCAPE PLANS > 0 Z 0 F- The private landsoapearchilled sIgpiq these plans isrespoisible for assuring TEL:(559)268-2711 1 FAX:(559)230-1721 OFF18SHTS TOLL FREE 1-800-227-2600 the amraq and aa#14 of the design hereon,In the event of discrepancies 31 JULY 18 WWVV.VIGEN.COM IRRIGATION SPECIFICATIONS 5 0- ansing aftrcxht�aplproval orduring constniction,the private landsoapearohiled DATE FOR: W.O. COLINTY 9 A PUBLIC SERVICE BY MARK BY DATE APPR. DATE DAVID B. BIGLER SCALE: UNDERGROUND SERVICE ALERT shall be responsiblefor determining an acceptable solution and revising the plans tr REVISIONS CERT NO. 3887, EXP 07/2018 AL HUSN,LP FILE (Pswl approval bythecouritv. ENGINEER E. All.changes of direction over 15 degrees shall be made with appropriate fittings. B. Group electric control valves together as specified on the drawings allowing a • Angled nipples on swing joint-, below spray heads and rotors shall not exceed 45 nor C. Joint compound shall be carefully and. smoothly placed on the male thread. only. All maximum of 12 between each valve box.Install valve boxes in the same direction and C. Ang e pp g J p y T , be less than 10°. F. When pipe laying is not in progress at the end of each working day, close pipe ends screwed Joints must be tightened with tongs or wrenches. Caulking of any kind will not parallel with one another and perpendicular to paving,hardscape,sidewalks and paths. with tight plug or cap. be permitted. C. Install electric control valves on slopes within two feet from toe of slope. Use same D. After installation adjust nozzle sizes, arcs and radius of throw to allow head to head G. Install pressure supply line locating tape along the entire length of pressure supplyline. D. All exposed piping under structural Slabs shall be stenciled with "Irrigation Main of trench as toe of slope non-pressure lateral line for pressure supply line and wire routing uniform distribution. Adjust all spray heads and rotors to correct height above sod as "Irrigation Lateral" as required, at ten foot (10') intervals in black lettering, 3/4" see section 3.02 B and C for pipe and wire depths. detailed. Adjust all shrub nozzles on risers and rotors on riser's perpendicular to finish H. Coordinate pressure supply line with sand bedding operations. minimum high. grade and as specified on the drawings. No over spray will be allowed on paving, 3.14 CHECK VALVES hardscape,sidewalks,and paths. L No water shall be permitted in the pipe until inspections have been completed and a 3,07 BACKFLOW PREVENTION DEVICE period of at least 24 hours has elapsed for solvent weld setting and curing. A. Install swing check valves as specified on drawings. E. Adjust adjacent plant material so that it does not interfere with uniform distribution of A. histall Backflow prevention device, enclosure and associated.equipment at the location each spray head or rotor. J. Center load pipe with small amount of backfill to prevent arching and slipping under as specified on drawings. B. Install spring check valves as specified on drawings. pressure. Leave joints exposed for inspection during testing. F. Architect may request nozzle changes and/or adjustments without additional cost to the B. Coordinate installation with local governing codes and ordinances. 3.1.5 VALVE BOXES owner. 3.05 INSTALLATION OF GASKET-END POLYVINYL CHLORIDE PIPE 3.08 FLOW SENSORS A. Install valve boxes with each type of irrigation equipment so that top of valve box is 3.17 AUTOMATIC CONTROLLER UNIT A. Lay pipe and make pipe to fitting or pipe to pipe joints following OR70 above finish grade as specified on the detail drawings. Valve box extensions are not - - A. Verify electrical ower at location of automatic controller unit prior to installation of recommendations (Jahns Manville Guide for Installation of Ring-Tits Pipe), or pipe A. Install flow sensors as specified.on drawings and per manufacturer's specifications. acceptable. Y p manufacturer's recommendations. automatic controller unit.Notify architect immediately if power source is not available. B. Install flow sensing cable in a. separate conduit and connect to terminal strip at B, Place gravel sump below and around each valve box prior to installing valve box as �, o switch and.existing power source. Controller shall not B. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and controller. specified on the drawings. Place remaining portion of gravel inside valve box allowing B. Hardwire controller to the on/off g p contractions. full access in and around all fittings.Valve box shall be fully supported by gravel sump. ! be plugged into socket provided for other equipment. 3.09 MASTER VALVES No brick or wood supports are allowed. C. All changes of direction over 15 degrees shall be made with fittings. C. Install automatic controller unit where spawn on drawings per manufacturer's A. Install master valves as specified on drawings and per manufacturer's specifications. C. Brand valve box lid of associated equipment as follows: specifications. Controller shall be tested with complete electrical connections. The D. Install pipe joint restraints on all gasket end fittings as specified above and as shown on Contractor shall be responsible for temporary-power to the Controller for operation and details. B. Install master valve wire in a separate conduit and connect to terminal strip at Electric control valve box lid with"Controller Letter and Station Number" testing purposes. controller. Quick coupling valve box lid with the letters"QC", E. When pipe laying is not in progress and at the end of each working day, close i ends Isolation ball valve box lid with the letters"'BV". D. Connect electric control valve wiring to controller unit in the same numerical sequence pp Y g p g g Y ply with tight plug or cap. 3.10 ISOLATION BALL VALVES Air relief valve box lid with the letters"AR". as indicated on the drawings and label within I" of the terminal strip. Label all spare Spare Wire box lids with the letters"SW" wires as"spare". F. Install pressure supply line locating tape along the entire length of pressure supply line. A. Install isolation ball valves in separate valve boxes as specified on the drawings. Wire Splice box lid with the letters"WS". E. Connect flow sensing and master valve wiring to controller unit and label within l" of G. Center load pipe with small amount of backfill to prevent arching and slipping under 3.11 QUICK COUPLING VALVES Letter and number size of brand shall be no less than I" and no greater than 1 1!2" in the terminal strip. pressure. Leave joints exposed for inspection during testing. height and shall be 1/8" maximum in depth. Provide sample branding to the owner or A. Install quick coupling valves in separate valve box as specified on the detail drawings, owner's representative prior to commencement of work. F. Install a separate ground rod and wire for each controller unit as specified on the H. Coordinate pressure supply line with sand bedding operations, drawings and per manufacturer's specifications, B. Angled.nipple relative to pressure supply line shall be no greater than 45° and no less D. Walk through for substantial completion will not be allowed until all branding is 1. No water shall be permitted in the pipe until inspections have been completed and a. than 10°. complete. G. Above ground conduit shall be rigid galvanized pipe with the appropriate fittings. period of at least 24 hours has elapsed for solvent weld setting and curing. Below ground conduit shall be PVC SCH 40 pipe with appropriate fittings. 3.12 AIR.RELIEF VALVES 3.1.6 SPRAY HEADS AND ROTORS 3.06 INSTALLATION OF BRASS PIPE: H. Label each automatic controller unit with the letter or number designated on the n n A. install air release valves in separate valve boxes as specified on the drawings. A. Install spray heads grad rotors as specified on drawings allowing minimum distance drawings. Letter or number shall be located in a visible location on the inside panel A. Brass piping shall be cut by a power hacksaw, a circular cutting machine using an between paving,hardscape,sidewalks,and paths. cover with 3"high vinyl letters. abrasive wheel, or by means of a hand hacksaw. All pipe shall be reamed and rough 3.13 ELECTRIC CONTROL VALVES Each automatic controller unit shall be completely operable prior to scheduling a walk edges or burrs removed so that a smooth and unobstructed flow is obtained. B. Spray heads and.rotors shall.not exceed the maximum head and row spacing specified I. c p y per p g A. Install each electric control valve in a separate valve box so that cross handle is 3°' min. on the drawings or staked in the field by the architect, In no case may spray heads or through for substantial completion. B. Eccentric reducing fittings shall be used where any change in pipe size occurs. below valve box cover as specified on the detail drawings, rotors be installed at a. distance between heads that exceeds the manufacturer's Bushings shall not be used unless specifically authorized by the architect. recommended distance. County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications cificatons As of October 8,2009 328400-25 As of October 8, 2009 328400-26 As of October 8,2009 328400-27 As of October 8,2009 328400-28 3.18 ELECTRICAL WIRE contractor is responsible to immediately address each item on the site report before e. (4)Four Services manuals have been delivered to the owner or owner's 2. Once the above requirements have been met a final walk through may be proceeding with further construction. representative. requested. The following procedures will be used: A. Law Voltage Wiring: C. Pressure Testing the Pressure Supply Line: After backfilling,flushing, and prior to the 2. Once the above requirements have been met a walk through for substantial a. Contractor must have (2) two personnel available with radio • communication far the entire length of the walk through. 1. Bury control wiring in same trench as pressure supply line as specified. installation of each electric control valve, isolation ball valve and quick coupling valve completion may be requested. The following procedures wr11 be used during ; coinmr. gt gh the irrigation system shall be pressure tested. the walk through: b, Only those valve box lids shall be removed from valve boxes as 2, Bundle all 24 volt wires at 20'intervals with electrical tape, indicated on the walk through for substantial completion punch list. 1. Pressure testing shall be performed in the presence of the architect and owner or a. Contractor must have (2) two personnel available with radio The valve box lids shall be placed faced up adjacent to the valve box 3. Provide expansion loops t eve e owner's representative utilizing the following procedure: communication for the entire length of the walk through. prior to beginning the final.walk through. p ps a every pressor supply line angle .fitting and at 250 p g g p g g length intervals along routing. Form expansion loop by wrapping wire a b. All valve box lids shall be removed from valve boxes and placed face C. The final walk through will be divided into (2) two sections and minimum of 10 times around a 3/4" pipe and withdrawing pipe as specified on a. Pressurize the irrigation system to 40 psi greater than the designated up adjacent to the valve box prior to beginning the walk through. proceed as follows: the drawings, static pressure or 150 psi whichever is greater for a period. of no less C. The walk through will be divided into(2)two sections and proceed as than 2 hours. The pressure gauge used for the pressure test shall not follows: I Visual Walk Through: This will consist of walking through the 4. Limit splicing of electrical wiring, Provide each splice made at intervals or in exceed readings greater than 300psi. Pressure pump and other punch list items created at the time of the walk through for substantial completion, examining all components of the '� electric control valve and drip valve assembly valve boxes with 3M DBY equipment necessary for the test shall be furnished by the contractor. .1 Visual Walk Through. This will consist of walking through the p � g P Direct Bury Splice Kits. b. Test is acceptable if no leakage occurs within the system for the entire irrigation system and examining all components of the system without turning on zones. Any remaining deficiencies duration of the testing period. system without turning on zones. A punch list will be in the construction and workmanship of the irrigation system as UJ s compared to the punch list generated at the time of the walk 5. Wire splices occurring at intervals outside electric control valve boxes shall be L. If leaks occur, repair said leaks and begin pressure test again. Repeat established of deficiencies in the constriction and p p l~ ' • ,. workmanship of the irrigation system as compared to the through for substantial completion, construction drawings, installed in a separate valve box. this operation until no leaks occur in the irrigation system, p g y mp d. Before requesting a walk through for substantial completion, the entire construction drawings,details,and specifications. details and specifications will be noted. 6. Provide (1) one electrical control wire for every electric control valve. Piggy irrigation system shall remain under pressure for a period of no less .2 Operational Walk Through: This will consist of walking backing like zones on the same electrical control wire is not allowed. than 48 hours. .2 Operational Walk Through: This will consist of walking through the punch. list items created at the time of the walk O through the entire irrigation system observing each zone in a through for substantial completion and observing each zone in 2 contractor- - r a full. operable condition. Valves must be activated from the 7. Install(2}two spare X14-1 electrical control wires from the automatic controller L. The contractor is responsible for notifying the architect one da} in advance of fully operable condition,Valves must be activated from the y p unit pedestal to the last electric control valve on each leg of pressure supply the pressure test. automatic controller unit (Manual bleeding of individual automatic controller unit (Manual bleeding of individual -- D line. Locate the spare wires in their own valve box as specified on the electric control valves will not be acceptable). A punch list electric control valves will not be acceptable). Any remaining LU i in the operation of each zone in the irrigation drawings. In addition to these spare wires, check the drawings for any D. Flushing. Center load all piping prior to flushing. After all. new irrigation piping and will be established of deficiencies in the operation of each zone deficiencies e p limited to head.spacing,row spacing, ' . i in file irrigation system evaluating but not limited to head system sizing, but not to g, p g, Z � ' additional wires that may be required and locate them in the Barrie valve box as risers are rn place and connected and all necessary diversion work has been completed g y a g Y g p . valves, spacing, rowspacing, nozzle sizing, correct radius of throw, nozzle sizing, correct radius of throw, correct stationing as „_ � the spare wires. and prior to the installation of spirrilclei heads, rotors and quick coupling vol e , p g, g> 05 thoroughly flush piping system under full bead of pressure. After the furthermost riser correct stationing, as compared to the construction drawings, compared to the punch list generated at the time of the walk LU Z B. High Voltage Wiring: from the point of connection begins to flush, continue flushing for a duration of five details,and specifications. through for substantial completion construction drawings, minutes. After the system is thoroughly flushed,cap all risers. y details,and specifications. O { L Install 120 volt power from power:source to automatic controller unit following 3. Once the Walk Through for Substantial Completion has been completed the Once the Final Walk Through is completed and all items created on the final local governing codes and..ordinances. E. Walk Through For Substantial Completion. architect will provide a copy of all punch list items to the owner for review olid 3. One g p L distribution to the contractor. It is the contractor's responsibility to repair, punch list have been addressed the maintenance period may begin. Any tcontractors' inability. to address all i replace, and adjust all items on the punch prior to requesting a final walk additional walk throe hs required due o dd [� W 3,19 QUALITY CONTROL 1. Before requesting a walk through for substantial completion the fal.l.owing p J p p q g g LU Z r requirements must be entirely satisfied: through, issues on the punch lists described above will be provided at the contractor's co H A. Preconstruction Meeting: The contractor is responsible for contacting the architect prior expense. Cn LL to beginning construction and/or ordering materials to establish a meeting to review and a. The entire irrigation system is completely installed, flushed and F. Final Walk Through: 2 LL discuss project objectives, concerns and to review the construction documents to insure satisfactorily pressure tested. If the contractor failed to notify the 3.21 MAINTENANCE PERIOD t- a® a complete understanding of required installation procedures. architect for the pressure test and flushing procedures stated above than 1. Before commencement of a final walk through is requested, the following Z the contractor assumes full responsibility for any design modifications requirements must be entirely satisfied: A. The Maintenance Period shall be for ninety (90) days after notification from the 0 • z, 3 architect of a successful final walk through and will begin once all items on the final Cj Q B. General Observation. The architect wall visit the canstructian site at interim timc5 directed by the arc,liitc,et durmg file walk through far substantial g � • statement m list have been satisfactorily addressed b a written a a. Each item on the walk throw for substantial completion has been walk through uncle y y (� LL° during the construction process to access construction progress regarding installation of completion regarding pressure and flushing issues. through p g p thoroughly addressed and resolved b the contractor. indicating such from the architect to the owner. Lu irrigation equipment to be in compliance with.the drawings, details, specifications and b. .All valve boxes have been branded. g -Y Y g _J All final record. as-b ilt drawin•s d controller- charts have ve been M -J'' site conditions. The architect will prepare a site report after each visit noting progress c. All automatic controllers are fully operable and communication has b, au g an a a , „ identifyingretractor is responsible for obtaining and following an maintenance of installation, verbal 1 communrcatian with the contractor and d been certified in writing olid checked at central control system b the produced b the architect for review b the architect and contractor at l. The co p g g y Z n r a 1 on any fie} g Y p Y Y • manuals created specifically for the project from the owner at the beginningof W U � adjustments necessary which require modifications to the designed irrigation system. A central control system manufacturer an there letter head. the final want through. p Y project Ll` _J I.- copy of this site report will be delivered to both the owner and the contractor. The d. Record as-built drawings have been submitted to the architect for the maintenance period. CL W review as to completeness. County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications County of Riverside Transportation Agency Irrigation Specifications ty p g y g p 1-- As of October 8,2009 328400-29 As of October 8,2009 328400-30 As of October 8,2009 328400-31 As of October 8,2009 328400-32 W0_ W UJ W Z Z Z W - r- < NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK GAL TRANS PERMIT `16-6-CD-0 180 LL D WITHIN THE ROAD RIGHT-OF-WAY ONLY. Cj SEAL-LANDSCAPE ARCHITECT SHEET NO. LL' a NOTE. BENCHMARK. UJ U PREPARED BY: CLIP 43579 S2 I.P. No. 160001 PP26lI32 > WORK CONTAINED WITHIN THESE PLANS PN o S ca a, INCORPORATED COUN7-)'( F RTVER'S!1?E O I- SHALL NOT COMMENCE UNTIL AN a a s �i , ?, ` 1 �r ;. �< I HEMET CENTER - PHASE 1 =` I.-, ENCROACHMENT PERMIT AN D/OR A •.� PLANNING ARCHITECTURE IfTERIC}Ft U . DIAL I I L _ ,�.r, _ . SEE SHEET 1 �C TWO WORKING �• ; � <,, �,> y;:v .s; NGIMEI`RI�1C GRADING PERMIT HAS BEEN ISSUED. , : m FLORIDA & WINCHESTER Lu , _ � W BEFORE �"�`�� DAYS BEFORE " , ..R,1,�A" 3887 n YOU DIG =v LIVID LANDSCAPE PLANS 0 YOU DIG J -! 516 W.SHAWAVE.SUITE 101.FRESNO,CX93704 Z The prNal$fond$CapealCa1112C1$ (Illgthe$eplanssre$pon$Iblefdrassudng TEL:(559)268-2711 1 FAX:(559)230-1i'1^1 ' QF 1 `�3HT`S 0 * 31 JULY 18 WwW.vIOEN.coM IRRIGATIONSPECIFICATIONS _. TOLL FREE 1-800-227-2600 the accuracy and acceplabllyofthedesignhewn,In the event ddiscrepancles LP RENEWAL �- <. O - ;s�, _. '... ® J' GATE FOR. W.U. CQUNTr A PUBLIC SERVICE BY ' arsmgalter county approaMortlunq mnsfructron,the pnvafelandscape archleel MARK BY DATE APPR DATE -qT �. DAVID B. BILLER ALE: rir F o� SC AL HUSN,LP FILE No,. 9 < LL UNDERGROUND SERVICE ALERT shalberesponsblefor detemimnganaccepfabiesol ora teasingthe plansfor REVISIONS ®F CALIF CERT NO. 3887 EXP 07/2018 a royalb iieroun. ENGINEER COUNTY Ll,.. W 2. At the end of the maintenance period and prior to turning the project over to the owner,the contractor shall.deliver the following to the owner: F Z a. Five (5)pop-up spray heads with nozzles of each type used, for every W }- 100 pop-up spray heads installed on the project, b. Five (5) rotor heads with nozzles of each type used, for every 100 rotors installed on the project. Z3. (ince the contractor has fulfilled all maintenance agreement obligations ars has ( provided the above items to the owner, the maintenance period will end see section 320533 Landscape Maintenance,for maintenance responsibilities. W F- Z END OF SECTION 328400 Imo, LU Z F- Z C 0 .-. LU W 0LLJ �C LL J O LL ' Q J F- 0 Z LLJ UJ{ Z CLLli 0WLL 5 UJ Z 0 Z 0 0 Z le Z L]J W {,) County of Riverside Transportation Agency Irrigation Specifications J0 F- As of October 8,2009 328400-33 LL < a 00 04 G1 Ll: 0 d 0 En LU Z F- D [L' 4 UJ Z F- FZ Z y` Q F— 0 F_ 0 Lus J Z LU U a' tL L1 Z Q CL LU ClC F— UJ IliZ LiJ LW U 0 Z Z UJ 0 C3 O W D Z SEAL-LANDSCAPE ARCHITECT SHEET NO. Cl- NOTE, � C.R. 06!09/16 IST SUBMITTAL REVISIONS BENCHMARK. w r PREPARED BY. CUP 03579 S2 1.P. No. 160009 PP26032 > z WORK CONTAINED WITHIN THESE PLANS N Q s CAP INCORPORATED SHALL NOT COMMENCE UNTIL AN `P a e.�„„F, n' y, COUNT'}'OF RIVERSIDE13 `4 ENCROACHMENT PERMIT AND/ R A 7HEMET CENTER - PHASE 1 H DIAL �, :.� U d TWO WORKING �, ,..: �;, PLANNING��RCHITECT�.1RE�fNTERI®R :., - ENGINEERING SEE SHEET 1 v) FOR GRADING PERMIT HAS BEEN ISSUED. FLORIDA & WINCHESTER Gl BEFORE �.t� DAYS BEFORE F UJ w RLQ__ 388 7q �+ �-y + U YOU DIG YOU DIG y 516 W.SHAW AVE.SUITE 101,FRESNO,CA 93704 LANDSCAPE PLANS Z desTheprValelandIscapearthitedsigning these plans is responsibleforassurIng 31 JULY 18 I TEL:(559)268-2711I FAX:(569) 9)230-1721 IRRIGATION p AN OF18SHTSI . VTOLL FREE 1-800-227-2600 the accuracy and �ofthedesi nhereon,In the event ofdiscre aodes WW.VIGEN.COM �! arising ter approval conshct n,the nvafelandsca earchbot DATE FOR. W.0. COUNTY LL A PUBLIC SERVICE BY g PP 9 p P MARK BY DATE APPR DATE q DAVID B. l�IGLER CL TF o� SCALE: a H N LP FILE NO. Q_ UNDERGROUND SERVICE ALERT shalber pon�b�#ordetermimnganaccepfablesolutionand reul�ngiheplansfor REVISIONS OF CAO' NTS NTS L a ro�lb hecoun . ENGINEER COUNTY CERT Na. 3ss7, EXP a7t2o s H._ v.� � ; I ; I � --I-- � / I � I - I � �l ;� / I I / � � - . , , ; / . , - � I - - A I I - __ - I r I � � - - - - - - - /\ I ______ p � I . ,� � V) /____ � I I ___� - - � I � Lu � ,: - --a-- - - - - - - - - - _� - - / - � 7v _____ D_T_RA_FfflC_---------- � I /\ /\ " 1- '! "', I - ------- I I , - I ; SIGHT DISTANCE @ 50mph :�� �F EAST BOUN . � - I � I/ I I !1111 -_ ; � ­ -_ , I � ", " -_ I � � - ` , __________,___..... .........t....__------__1,­-- I....I"I I'll,-I'll 1.1111111--............._ I = ` , _ 550' TO DRIVERS VANTAGE POINT ; .t ? * - 1-1111,11 11111-1-1111--.............._',­­- I ........�.. ....... _CQ = - r__ 11 , ­­­�L,_____, I - , -- ;­,�� �l �j - _a co � ,,_�ll � -rr^ ­ f I I I I I-, I i I , � -,""I'll"... ", I 1� 1, i �� I � I ; I l-I'll, -1-111_.....�......__ I � I % -" �­­­....�........­­ �­­.­�"I'll",_,__...>__O1'l __I 1111-1111.1-11-�111-11111 I z I 111/", I I n� I I I I I�, ,> I . ,� - � � I � I 'I, �' 13 . s : - I , � ,� ___ T � CY-1 (E� ---- IT_ Oe- 0 ,-FL,-WM4;i i k, AW,x / I IT- � - � ,�,' � n � ­­ I :D M N --- - / I— � � �l i - -- � " I � 1, I � " I I � 'I, --__a r--q. t = ,� 11 11 111111.1111111-......�.... I � &U 'O (-+u 0111 --___v.__-w__ - "I'll 11,111,111,1111-111-1ll,�'ll"�",�........I ,�'ll'I."�-111,111,��,-"--,",�-��''. ­ I I c I ­­�� - 1111,1-11 ��l .11, -111 ""I'��ll,",-�,,�Ill"",,,,,"', . ; I C�_/ - - ­,", ,RIB---,----- 11 / I % � � � e ..,._._�-- � -1-----11-..................777_77�,�­ ­­ ,"­­­­-­­ ­­ ... ... ............................. .. - ­­­'­­­­'_, clu __ 0 " , , "I � � I ...._�.;�, .1-1--"V..................­­ --- I ....� + I I �� I I � I ..... - - ____ �+ , T I . ''I 1.1-1 I I I I .... ... . .. ... ................ ' ' -­­­,­-1,11-111111-1-1,I—, - __- ?�_I - _­ - 7- � . . . . � + 'r�� + + + .,+,+,*-+ , I) �"I 11-111.1.11,11111,.... C,U"RR........ -_ -7_774 . . . . . + � � - - � I -1 I--"I'll 11-11111-111 I I I'll, I ..... ... - - I It ;� I I I "I'll",111111-- 111 I I'll I I - 'I,, A - I I I I --- - - T T T - - -?;F;.&+.+�+ +,f__* T7;-T_+i=.7l+'*'+'4'-�, +­+,+,"+++++'+'+'+ ; ! . I I 1-1-1.111 I'll,I '1-1 = t � - , � .+-!! , 7_+ + + *74... . . . ;ti6 . . . . ���+ - X+ , - 3 0 i - , -1 - - __ %,%jl,_ � I I I ++.+-+++-+11+ - , . +++ +'+ + +.o'*44��­ +.+ , + _+171- +4 +,+,+,+,+,+,+,+ 1�++�fv++++I_+ ++* � +,+.,+�+._+�.+_+.,.+.�. -- - LO f - I - 11 + , � i --_ - � . � ,q0,m+ + I& � 0 4 q � 4 4 / -11"" I -- , I � t. + , " + - , m.1 - k,*.+O+ ++, + , 77f7, , I --- , +,; Z. 4. .++++.+++ + ;+..:�+.4 + ­ -0 I - 4�+%%%� i l�� l -+-,�,+ + + + + � 0 ,.-.i�-. + , +� �. ?"10?11��+�­F+ + _� + J + + - . . , , 1, _;:�+_-,� ill , A� , , , + . + .- + + +4�+,+ + 4 "", + + T 7-114, i4 +:- A �,,+ , �� + _', � "o , �+� 1+1 �4+ -*-1 .�� , + r . . . I + 41 1 .9.41 � . + 11 � �k + F *I -, + + + + + + " _TT ,,-!r r , � , � ___ / ; , � 11 W ll+++_�++ � Z" T . ... . . . 4 + 4 - - SIDEWALK � " + "I" I 4 '-! +++ + - ,+-+- 14t �L �+2. +. i 4 + + I I ___ ,� , , " �7 . , � , _7 m@.�- - 0 + I + + I 11111-1111-� ­­,�,I'11­ 1-11111111111", 4 �� I I � 7t� +1+.+-+ +�+ �t+ L�L �+2.4± .------ : -- 11 . . . I + ++ 4 + + ..- " '', ; " I � -T_- --- . . . . . 4 + + ++ + + + + + 11 . . . . / ,,, ", DRIVERS )� I � ___ . . . 14 + + � + 4 � + � �� . . . . 4 . . . . . . . � + 4 + * . . . . . . � I , . + �+++ + + _ _ _ I �I_1111­ �l . . . . . . . . + + '. . + + : + / , ___ .4 I � � + + � + � + + + 1 . . . 14� . . . . . . . . . . . . . + + + + " +0. + "I'll, 11 i � SIDEWALK ; I + + 4. . . . . . . . . ... . . . . . . 4 . . . . . . . . . . * 4 ++,�+++-�++++ + + , . . . . . . . . .4 , + + � +f, , 'INT � - 4+:+ P.*�+ - %NL, ++�4++ VANTAGE POi � I � lU .. +4. . . . . . . . . � + � + � , , , , I , , + �,+. , 11 i i 4 . 14 4 1 4 + 1� + - - Z.- + ., + + 5 � 1-- 11 "I,� I 11-1-1-1111 11- I ++ ++ , " , �++ Q 2id� + 4 + + 4 .11, . . . . . . . . . 1� +z ""'. , + - I ? ­ ­ ­ - - - - - - - - - - - - - - - - I - - (� 4 + + ; + + Z+++++ � - � I - - - - - "� I t a U, ++,,L,,-+- + I � + ON+++ +-.+- + I +++ ++++ -1 + + � � 4 .J;p -w � 11 � + ,lst%+A+`5 "I � � � . . . . . . . . ... 4 " . . . � � � i . .w 4q� q T,�A' G E + + , +1,1+ + , q � ", 1��'ll � ""I,", + , + , I , 7051k, I + + + 4 + + + +�+++4� 1 +s+ + � -., + + � xl + v ��.' 'a �. Qk__ , +7++ + .0:)W+?-K.+'+0++-+ ipr + +��++.11�+�+��_�llel+ 4 0 -1 , ! �,� + � . -* + + � . . . . , + + 4 4 �Mi'0+-� ++- k, + , + * U + + + +'+'+ +++ + + +"+"' ,0� -, , -1 `- - +%:;jp�- + , :.+i+ . .04:0+10:. . . . - + 11 IRB / . IV S I +"0:6+ , �� - - -is '�. . � t. 0 . , ,+ Ek:(VIA. 0 1 + ; � I + At++,- "+ I + , I %, I I . . . . . . . . . . . . . 4 + � + + + +++++_,�.+§,�.+�+++ � + � + � . . . � . . . . . . . . + + ,,++.: � + + +0.++.+ " + " * * � ::A,-0:j,$k + + -� + . . . 4 + + + + + ,�, . + -9:8� - + - ,. ;: : . + - +� .+0+0+0. + .** . + � �- 0 , + + . + +,�+ +Ww.-.+.- + � :i�,0. ,,R, . - o ow.+.0-i + + , + , + . i8 s;;�*. . . + �, + " " , , E+ -t� + &­�-�-:--:- "I'll, � Js(., , + ,,, -I:-_+ " " 'O ,, " � . I I ,� I . 4>%- 1 r 11 + + + Wo+ , + . �, �, �. + .,(+ .,++ + , / .'. I , � +0. At? +,Vv + -t* , ,+' 1: ++++-w+ ,e++ +-+ + - + ++++ ++4+++� ++ + � . + + + + . i ., . . 4 .: / + �' , �, + 7 + 0 + ,,, , +. 4. . " .e�+ + ,I. + + 4 +++ 41,+,+ + 1�+�'�� PCI_ � �11 . . . 4 � I + " + + ' , 11 _� + + 41�+ . i ;� 4 -,,, f / I i + +++ + + + +,+ ,�++,-+ 4 + + + � " i� + + � � + + + .++-Ll+Ll+,.l , _. _' L,_,+ +_ + + ; � 11 le A' + 4 I 3 - � � ? � � 1 ­ I'll I ? I I � I - i � � � � I ; � � . ,.......... 1 , � �11 � + / , , � I I I :'_"'­� � ���, I ; � � � :1 I I '-,',',,, ,I ,,�?�""p,�i�, I � : I I I.......,,,,,, I z , i !I c 11 , " ''m � I I � I §14 + I I I I I 0'. ','�!p­` I I � I I / I I � � ; + 1 I �l , ,,,,, ­, "I 2- �:i��`d � � � � TO CURB � � o --- I ..... ��: __"'�:�,��, j � : I +++ , I � � " z � �e I I "l, . L_'� 5 ' ' �`­ I � � � ­­ '� . "I ,� I'll I z I - �'. _�,_ -,,� , , I r ii "R, 1� , ; I �� � 1". !" � ;`­ + I ,�I � � .�"I� ,:�,,_� A��A � � ��­� I ,­,�...... �...... � I I � -�f " � 11 z ,q � I I 1-01, -� , �l . lul Ili, ` �­` � "" , I I I I I J ,� 4 i " "I , � � �, � i ::, 5 1, 38 5 migm, '. ,�,", 1 4 I �, I �� 11111-1- 1pill I t I I I I I � I � . I I z e � " � "" � � � . I ­� � - I � + + r� ; 19 . � I ­ � ; - � ,� z � offim ,111 � I i I �l � 1, I I I'm M � I " wn ­ 11; ( � �� � I 1PE; u � : � I + � � I v . I I � , . � , ; , I I +++ i I � . 1. � � f, � ? I � I I I 11 I­­-1111-1-11-1111-111 + i I I � I � 1,11�1' 1 4 1 � � �� I � � i , I I I I 1� I I � I I I I 1-I,I � _+1 � IL I � ,� ,, � � ;,� , � e� 1\ � q (11 lN I i � I � � � 1, I I I � I � . 31, 1 1 v I � ��7't' + + o . I I -g � ; . I " 1;I + 11 I I I � � I I ],�,"' , "", I + + ll � . � ""' I �, � , � + I , � ,; Ill' I I . I i �`l-11 , I � "'I I ; : .1 , ill,L�,- - � Z� � � I ( � I I � ,., 1-11111111,11111-1-1111 I— � ;- � '' ROW , � :� I ; "" , ­ � 1.11.1-11-111- 1-11 I"I I I I t+ ; "I � � " I - � I I � . i - I � ! � � 111, � "I I I I I I--1-111111111111"",_......_­......­­ - -I 1-1. � I I I p-, I 1, " I I—- 1.11-1-1-1.......�......_1111111111111 ­­-,11111-1111-1-........11.111, ­ - lll­­l­.l___...........111-111"I I.................-1-1111 11 , - � � "1�' � I I I � ,- I I'll 11 I I � I- 1-01, o I I . : . , , I� "� " ,__'__",""'­�"I'l-,"­',...........�,,��""' '-""�,�ll,"'-'-"'-""'I................ , .", ,%...___.......�...______________ 1� I I , � 'Wf" I � ,­ ­­­­ -�-­­- ­­­­­- ...............................�...' '. I I "",I �� :, f�:1:1 � I .... �� ,� I I I ,,,, ; I I ____ � i" . I I : � I I�,, ­­,:��:_111,1­1, "Ill.,, , 11.1-1.11-111--- 11'', 11---l-1. 111111-1-11........" - 5 1 , � � 4 . �,`i � I & � � z� 1111111111-1 '11 4'+ i I I I � ­ . :, � , � '��'i,`� I I I �'� + � , I I � : !�, I � , ', e I w I : I 111-111....."I'll,111-11111-1----, I - -,, I � .� , , � � e I � :� � I � � � � I .� � MI!3 , I I I I .� � I i I ! 1 � j � I I � I I , i: I . 1� � � I 11 I I I i � I I \ � I I � % � i 11 il � I I I � I i � . � � 1� � , f . I I � I , � � I i � ��+* � I I � : I � 1, � � I% ; : - � � I! I I "" I � � �� � � , . � � �' �� 4 1 1 i I.,111HIJ � , ­...­ ; t�: 1 , 'I, i . , 11-1111111111......._... I i; "I � I � I � � � I . I� � � ? �� I I � i � I , I'51 I i ,4 1 � � ", 11 �,� I 1 44 TO ROW f � 5�If i � - � i� � I I- & � � � f 1�1 I,� 4 f, + + � "., I ,�, �\\- � ­ � I + I i � : I , ; I I I w , I � , 1, �: I , � I I , ll� ",- � � I , -1 ; I , + . � I I -- I � I � I �, I � 11 H I I ll-,_,", , � I I 'I, , " �I � � � � T I �l I I +�I e I : � I ; � � I . e i� . I 1-1 ----ll---'.____ I I I I I I ; : 1, " "I �� I I � : I� I e I I I 1, I kil I � + / 94'-011 -�-� i I " - I�; � I I I . �I 4 1 1 i I I i , , , I I CANOPY +� � I I I 1: I ", /�l I :� I I � � , I I / I I I I I I ,� � . ; ... I : ,�h i i �: o ,: , � � I I . f �0 ,-.-,,. i : � � z \ r� �F O', I ,I,* I ! � � � I I __�, I I i � 1 . . I 11 � I I � ��I - 11 � . ) I . I I 1. I � I I � . q I � �I I � I i I + � � � � � 11 11 1�1, "I I I � I I I ,I I I I � 11 I " N I I � ++ / 1, ,� � I ; � ,,� o ", � 1 4 ��l : � ; f, ---l-"- 'I', ' .1 � I, � ; - ll�_' 11 � 11111111-11,11-1-1 I——---­ + 1�e w �, � 5 j I � �l , �, � � ++ - i � I 11 I "I'll", � �l 4� '.11 � � _j I I ; 11 I I " I � �� �� i 4 1 � .11.1 I'I � � I '�,.�l * ____�, , I ..", I � 11 11 I ? + I IU H I N � .� <j 1, � ,:� �� i I I I H I lwl' � r , - I � k 1 ++ �� / � N - � ­ F � � 1 ll-, " I I I - , I � I � . . � � ��, I � I I W11 .1 � �l � , � ; '5"MM I I I I . 111. I I � . I � - � 11 I + I I I I " ,IS ; � . 1: � Lu 5 I I � I I � ­ � I � � : I , , I I / I I I , I....�...........1-1111-1-1 � 11, ,,�........ .11-1111-1-1-1111- 111111-11111111-1- 11-11,11.1111,......._ 111-11-111111-- - �� 4� - � � I i, � � ", F � � FIRE' �, ......lll_�, I, 13 ; I I I - - - ,I, I I � 1�� " � ....I.......�'ll""II."�,�l"--,�",�'ll�l-.",,�� ,� 11111"I'll,"I'l""I'll,�",�,-",�-��""Ill""I�'ll',­.­­­­­___... ............­­­ ­­­111-1,........�......1-11...........�...... - - �,� ,: I � 1, I ` � I 11 '7��"'�"­11_111­1­ 11-1-111 "I'll" 11111-1111-11...__-1., � � , , I �! w 110H �l " , ,__�� I �! � � I � � I I 11 1-11-1-111 . 1111,I � I I ­ � � , I ---"----" ""'' co / f H � � . I I � ", " � I e < If I . -HYDRANT "�� ,,'4' �'lftmmu­­­ � .. ................­­­­­­­-­­ ­..................lllll--­­1_111­­....... _............____...........__. ,,, ''__...................... .... ", I '0 ("ll'.,5 I I'll ,-I I I � 11 _ v I � I ', � I 'll -1�--l.11.11,11.111.11,�11.11��ll,�l"".�-,� ', ''I I e I ­ I 111111- 1. 1. I � � ; ' 'I - � - I + / � " J�� � I I ; , �l I 11 - + I I " "I �, ­­ � N i 1 � I I I 11- I ­_11-1-111111"ll.... 111,1-111111 . H � ; I � I ­ I I I � I.., . +:- I I I I ,� � � f I I I I ' � I ______ / � � Il I " - �\\ I 1 ; � , I , , I- � Q� ,, � � 'L I I - - � -� 1 � 11-`I� " I I I , i I I 11 � � I , I I � I I 11,111 I I � + �l I ; I I , I � I � 1 � f � , � � I 1, + � . I I � TRASH + � � I , � � I � . , I + � """' � "' I � , � , ,� j � -I' f I 11 �l � � � 11 I I + � U I "l-," . I I I I + / 11 I � ,'I, � � t , -1 11 .""�.-���-1111,�l-l�ll,"-,--,.,�,� I � I � 1-1-; , � I I�_�� � � 11 � r4 i '__-, vim,i, : 111,11111.11111-111 V -- �', / , "I � , , , I -1 , --- � __ �: I � 11 � I . " 1.1 . I , + � " _;I I I . I I " I I � I .-I, 1 1� I . i� � : I ._, . p I I _ , +++ a - � � 11 I 11 � � I-. """ � 1� �\ ;l 4 + 11 . 111, I , I �'ll 11, �l I Li I ,� I 11 I . , - f",I'l ,� I 11 I . 1� 11 11 , .01 , I , - 11 � 111-1-1111",_...........''I'll'', 'I'll + I , ,,, 1� I I I " I 1-1111111.1-1111......­_­­..­­.­­­­ 1 -11,111,111,11,............._111111- "I, I I 1"...","",,-,��-�-�-",�",� ­­­­� ,I 5 ,, , ; � � I I 11 -­­­­ I All'i I � , - �'­" ­- I I 1� 1, I I ��jl : I I ­-, I 1-1-111 , 11-1111 I'll 1111.11- 11111111-11-1111-11, __ + "V1111...-i'lli-1-11-111111-1 ­­­... I M _1 � I-", I 1 5 �.........---1......�...1111111114-1..........__ "",____,,-,,,,,I . � ""I" - 'I�,�,i�lf"�'ll'I.''�,�'"'","�ll,����"I � ---ll� �� ­ -111­l­­ll­­­__�, -1 %­ - 1 ; 1, __11 1� , - "".",1j", .,.-,­­­...�........................... -­ r I I � I � 1-11111111111,1---_1...­I'll llkl­1­­11l1­.­.... ... ,0,�=�_,,_ ,���1 i " I I ";;; 11 , ............. �" Z -1��-�""��,."-","-'-"'-".I...... �', �__;__�',_ N , � � . ,, � I I , � \ , �, � � � � I I � .. ..... : I , , I I ;% , , ­," , ....___."," _,,, ____ All"',"ll, " ��1 ,1111��,­,_"_) , + + I ", - , I " , , , .1 , " I � " "" - " 1 + � I ,� I _ I , '� �g. I +++ � I I- , , ;11 . � I � : I � I � � I el ,I, I 111-111-1-1--l'' " � ....-, I�� �1. . ,_ 11 11 - 11 I � � � I ` - 1 ­�­W­`,�I,eN�.:� i � I , I 11 "", " 1. I 1� z � � I I � �;l " :11 " , � I I , , - 11 � % 1-11 111-1-1-1 , ", I � i - .1t,_1 = "".. � ; i ",I - ", " '��",��:'���,__',,­, __ "I -I'll"" , If 11 - -1-1 , , 11 -11 I"! _ - , I I , I.- , - j � . ", I I 1\ j� � I e : - , , H ,I " 3 1, ;�, 1 4 ; . I 11 , " "' , � i ! ��l � ,,,, , I � - - , ,f 1".1" - '­­­� ," -1-1-1 � i?, 1, "" , "" I I I � �� � I I I .� � I I—,­­ I � I � j I � � 11 I , I ; I � � + + I I I : . I I � ;,. , I �, � , I - � I � I �l � I I :� � � 1: ,11,1:1 i,,�, 1� I "101 ,I- I I I I ,;� + I I ,,, . � ; � i � � :, ��,�,'�/� ,� � ,�, 11 5 1 , , �� I I ,� � �� , A, + ,I I I . ­ � I � I i I : � ., - I I", 11 I I ­ i IRE � I ; I �z g! ""',i � I I "I,. ,' I � , , - I , I , _ � 111 . I I � I I � � � I � � I I I I j v,,K_,�I T,� I , - I , ­ I I � �l � I � ' 'I I '11� � �_mumll, \ n� , o I I � � '' I ��'� � �� ,� , I � , � 4 1 I "I , 1 I , ! : � e �l ­_%­ , , - � I , , ,I -,""I'll" I " I � . ­_�',__&, I � � � � , " I 11 I'mm , �l ; 3 1 . Q I ii, I � ­ � " -1, �� � ' : - � : ,: 11 � I I �I � � I � ; ,. I , I � � ,- , �e c I � � . 11-1 � �, . I I . � 3 , � � I � i i , � ,� �! , I � I � , -I I- � I � I . i � i '. � I I 'A _+ I . - " l I I I � " I p � I-111111i I , " " � , o I � I - ,, � I� �� � � � � � ,� � � I I + LILl I -1111 I 111111--......__, I I,, "I 1, I `�,,_,," - ,ill� � I "I'll - , ,7 ,, , � � ,, ll� . " ,,�.......... 11111t, - " I - . � N � , ,If ,,�.......... I I ,,,;; , - , HYbRA � w,,,".. r �Ii I , I , Q�, � ", I I � I � I I' " � �q z . .. 4 1 11 ; � ,­ 11 I - �i � , � � , � I I I � �� I �', , "I � �, + Z �! � I : I I j� - 11111111- I I j I � 11 ,� 11111-1 I � I , I 1---- ii � � �j I ,�� I " ­ I'll - ,�' � I , " , I + j 11 �, � I , I I � � � -11 �11��:��;; �,��l �,�_,_:,�� li 10 , , i� 1I � f � I - 11 , ", - ; ,__l,_,_A P�111_1 .. �, � ym I 11 I , i I 3f , i � ,I"I ,,,pjppggll,�i�� I � �! 11 ii­l­___........_______l 11-1-,.........____�........... , - ii � ,��='ll I 1:11,""�,I ,,; I-1,1111111= � , � il � ' ' I , , � . I � �� I� I � , " I I " , ­_­ 1-11111......�� 11-11-11111111-_1 , ; ----I--,--- ,_ 11 I """ � I ­f�,�"',',lw,64 1111111_1111111!�....... 1,11,1111fl, ,� li : - �+ �l � ,­ w - I ___�__-L.......____ '" ' , � N J, I , I I "I, I � - , ,­­, , llll�; 'p I , 1� ll� 1� I 11 " I , �, , _ 11 I I I ", - '11"', . � I I + I I , �" � "" ,�l , 0 I I � """ I I � � I I " I I � i� , I 11 I - -0 I, - � ++ 5 i� * � , _11 ,�"P"F"�""���,')��,��,��,,�'o, � 0 1� � � z ;, I - I I � -"I, ­ I , I 1" � q I ; I I , 11" - 11 0 0 01 I� I I "I I., I . I.......­­...­­......� I � Ij . 5 W I �, I I "I - � � � 0 llllill"11�11'1""'li� � A, ' O 0 � "�,11,11-1�,�'ll",�,�,--."--",""""",I I I 1-1111-1111.................____ � I � I M I " 11 I � I ,� , � � � 1, , � I � I I I 1, � I I I I 1, 1, %"4 11 � 11 91 I'll, � I 1� :,�, "'' 11 11 11'' 11 , I � 9! ___-, 2 z lz I + 3 , ''I'll ___ " , I ........" � , e I �­­�` 7 + I r , I :j q. ;I t 1, I I � I I - I ".'an � �� i_�,, ___1.11,­­­­­­ �A � ��......V_ ,� � I f I iI q �11 I : , I -1 CANOPY "Ill 11" I - ­ 1 -1-11 111..............- 1_,,,�,i, �,'__lll I +; 'L I ,I �, 11 . I I � : ­� _ , L � �, � I 11 : I I ,� I �� __,'", . I I I ___�_, t I� � � '­1, 11 " I - """"""! I , , ,� , I I z� � , , ,� I , -...1-1-11.1- �Ir __.",, 1 � ,1) : � , � �- A � .1 I "',_,", 11 ................. llll._.­l_ ­­._r_­....­­...................� � � � I l_­`­­,m'_a ,,,, -11,11,111,111,11, I i � � I r1l , ��,,�,��,�'ll""�,.�1.11-11,11111-1', 111-1-11 �,�`__.......�, 1� - I � , i. I , �l I "� � I I ­ I � � l _L..__.11 .1 - I - , , 1, I , � I o�� � I .­ ; �l , � ,7 z r ,� 11 ­­­­­ ­­­­ I �, I - I 4 ����,',',r',,�����������;,,,�,;�:,:-:'�, � ,,, 111111111".."-A-1_11 I......._11-1 - Y c I � 1, 11 N - "I I_, � , ", � � I. � � �� + 11 , � � � I l- -1- I �: I ­­,", . I � � + f I + � , 11I ; - I , ", " I I ; �. I 111111111 : /I ; , � � �, ,. ,,, � � � I . I . " � � l I "I, I � e 11 � e "! � : J, � i �� I , � . � I + + I __­­­­ 11111111.1-1 -11 11-11-1 -I "',­­­......­­­­­­­ """"""'""'''' ' ' ' I A '! 5� " I I �, I � I if �l f � I I �, I A � + ; 11, I � I I I � �.: j �.... � � I + + I I I f 1, I - 5 ; � I ­ ++ I I , � �� � , , 1� 1, " %, I � � -11, ;,, � 11 I lz � I " I "I, I ­ ,; � 11" i I I I - I , , I � � � I , : � I I "I, 1 1:. I I � ; f ­­­­­ , , , ; I ; � � +,+ I � " ,� � I I 11- '', I I �l I 11 -11 � I � ,1111 � , , , I I ,I 11 � " 11" I 1 ­ � ) , 11 " � �:, : � � + + / I , 1, � � I 11 . � ; ��: . � I I I � I : I + � I I ,� I " I , , I � 2 � � - I * i I I : ��. I �, �, - "I � : �4i� � . I 1, 11 '­ I , 1 ++ I i . I 1: ., � I - '­ I .q� I : , � :1 I � + 11 I I + + I � I � I "' I I i � :�: I I + � I � � 1, q I I 11 - I �� I � 'I- � Nift- � - 1� I� %"I .,e� ,, ,,,, �l BUILDING 4 � 1 : ,_ � � I -Z 1. + i � ,� , I I'll � � � � / I I � 61 , 1 _', i �� j 1 �1_1,11,",�'l I I �­ I I + � 1 ; ­� �� 1, ll� � � I � � � I I I I ­ I j i � ' 'I + + , " I � � � : �__"; I � '� �. � , - � , " I I � ­ , ., " ­�l 111", � . - I _ , F, ' ' _'ll � I ; , : I I I � I � c I � . ......­ � I 1 . � I � � I .? � � [11"I" -1 I`� , � � I � , ; ", � . I ; j I ,� � i � � ,­"! j � 11 I I I : 11 " � � � � 5 1 i� � � 1 � � k ��I I I I I_1�111.� ; �, 1 :z4 � 1, '' u 1-Ij I § , - ; � 0 ? : z : � ., + 11 � � �, i , / f f � 1, I— ; I I � � � 5 "I .... .� : 1, I :� � i J � � � ,+ j � , � � . I � , I 1� � �, � . � , I I : I . I I 1, : ii�: � � I I I I 1, I e � I � � -1 .... - L I I I / I e I I % ,I, . � I � 1 I � � i � �.l� , I ; �j 17 "I I � ,,, r I � � � �I � i z � e � � 1. ", jl I I ,I,, . e � , � ALL WORK PERFORMED IN CONNECTION WITH �__"_� 11 I � ­ � 5 ; I !0 � �, :::::;Iii:li:i I= !!��: � I � � �� j . � 1, I � �� . ,� � ­­71 1 � I + , " I . , . ID, I I I � i :; � I .1 1. � I � �, I I I �­­111.11 -1-1-11 I'lf", � I I : I i �i ! ,,�" ++ I I HIGHWAY PLANTING WITHIN THE STATE RIGHT � ,7,[ V � . : 0` I � , I e � :��e � r I -777..-r �1 I, % I I "i " --11, I I " I I ,,,,, __" I I I I - . � 1, I I I , tx : I: I -". z I ,� . I � �I I I I � 1; � It =_ # , , 0 OF WAY SHALL COMPLY WITH THE PROVISIONS IN f � -1-1 -l- , , ....... I � I! I ,;;Yl"" I , � I I � � e�,,-, ,A , _ , . / '", ". , I � , , � f, �� " ­� "" f I 1­��lllllllld%l­l I I I ., : I ""- �I� � I -.1-_1 11 I 11 I I 11-11111111111..........11,11", �A J4 1 I'll-"I'll, 11 I 11-11-1 I I�,"," -11111111111-1111111...........�'', I r ........ ­', ­ � � ,_ . ll� , " U) i - ­­­­­­­,I 111111�,­­­­ 111.1-1.1 ; I "I'll,11.111.1 11 11---l-1-1-1 I-—�­ - -� ­', � SECTION 20: LANDSCAPE AND SECTION 21: I',, 1, 11,111,11'. ."�'ll"�Ill""I",:"�.�,���,,� __l_l_l_­_11­...­­­­____... -1 I I- 111-1-11-1111---..........___...._...�, �,­ � I�l ,11, . w � 11 , n� I.- I ,�:::­,�� ,�...�..........�.........�__­­... I` 1, - �l , _ I , I 11 � I ll�' � �� ,: ,I,I �l I �,,i,��,�;,�'ll"�,�ll,�,,�,�:,f,��', I , , � 11 � �', 1 I S I , i " " , ­��,��...............11-11�,��,�ll,�"",���,�,,�����,,,,���,,��z�,�,�,A��,,�,11,1-,�z",4�i"'-"-,!�,�,,,�����������11.11���� .......... ..... ... I ,�ll,"-,-,--""""�,�'ll""I'll,� 4, ;Ml- _�� . 1, � - � 11 , � I-­- � ,4 I,�, ,� * � ; I ?,-,_-,_,a...,­....-,...-...�....... ,�,� :� -1 1-1-1111 -- m-l-u","''', ­ - I .1-1,11 ­ + � ,�,­­­ I ' ' �,,, � '2", ,. . I'll , . " 1". , , , ,�� + wv� � -4, __....... I --1-11.11111-......­............," I ­ � , 'if , ,� uj I I EROSION CONTROL OF THE CALTRANS IWII",,�"I ­......._,­­_­__...........� _ _..........__ - iv_ I� I I 1.111111111.11--__........."",,""I'll, -, I- 11 �l �::­`­;...--'I'll......�....- _____,_l_­­­l­l­.......� � --11- I I I I , jr � , � I o", �',!� I �__,_ "" , 1, : . I � -111 ,--" --- �" �111_11111­11...___; W,,�:­,�­%;....�''', �11� , , �� > ; I I I � � �,�i�I��,,` , ,,, " j STANDARD SPECIFICATIONS 2015. .....�� I I I - 1, � , '. � ­ � " , , , lg',I,,�p",,"'�,,! I I I "I'll,,,,I ,I III, 1 , - , I " I . " � �4,,�,,',�� 1 ", ��� , " �� � �� �; , , I I � - 1.:�ill`­`,�A�, � 'f,� , 1� � 1-1 , ;, �­ __lll � , ,e I�'11'1� �`;�r 1111111111� , "', I, � _', ," _ , 1, � '­_� ,,� =__� ==;­v�,­-`,"' �_11­111 � ",=,n....� -,,�­ I I 11 =­­ , 'i II.1,1 I _ ­ - , - �, '' " I I I ww,_ __ " ,-,,-,,-,, __Ill", � I - � : ", , - Ell'� 1?1: �l ; I "I' I, 11, ; I 1, !�,,_­� " N I , ", , ­­ _L_ , -�­��; = -, =`;�� - �, - ; Il 5�!-',a�,D, m I� , 'I - � � I � �&, , I ,�,��:�,,,,,��,�,',';.",;.��,���,11'�,."",�,�",� ,�_ 11-1 I -,-., ,"'I I I 'I'll'' i , 1 . � " �, �"',�, _­_­ I I ,1111, ,� �l 1, , � ,,� , z , ­,==;�� _,"I�:- , --_ 11-1 IZI ­�...� "I'll , I I , I I�, I � '4 ," - ­_'­,�_� 1­�.. ......_ � ,,'_'=;�_- I A , I ,-, "I I ­ ,,�',;................�,,­V, � ,��_;�', 111-11-1- I � .--.a j ­ , __�'l �1,11,� I I'll, � �� ,�'l I I I � __,__ll__ -111. " q - _111- I 11 I 1�� I ; I� ,,, " I'll. "I I � , -- , - _- 20 I ­ - , I � "" j", '. " _11 I � I -.... ­­­­...- �l 1, , I �_­ . I i � 11 - . -1 ...... ­ . ��, -," ''I'll" I .... � 25 , 11 , I ", - I ''I'll, 11 I � : 1- 11 _ i , I _ ., �l � I 1-11 �� _ I t �'l : "I'll, "I'll I-"I'll _ ___... 1�1 , " � '. � . : 1 '�'_l I , ,,, I� I", I "'ll- _.__­_­' "I I" 1 , ,,, �111 ,"', _', " a j 11 _­, "I'll 11111111-...�..................."I'll'', --111 I I I'll , �,��,�,,� ,�,�,�'""'��"''�,�,,�'ll"�,�,,�lI­­- ___ " - "t , I -1 , �. I _­­­ ­­,'' , I _� 11 I "I' I _-11 _­ � I I � , E 11"I'M10891 - I'll 1-1111111-1,, ,1-11-111111 1- 11-11-1-1­­11 �;��,,,,' _',_ I ­­ ...�­­ __ , ___ � -11,11, - ____ , _­, I " ...11111-- ­_ " ­ �I_ -- __, " " 1'� . I DRAINAP , i , __........_­­­­­ ­.I ,�, _z , �,,"=��;o�;� ,����,5,1 _', � "'. - w REFER TO SHEET 16 OF 18 FOR 11 � " I' ll ,�1.111,�,,�"I'�'ll"��'ll"�,��", - _-11 I , " � I'll ,� , , , I I .111111-11 �� ­ " _I_ I �.......�­L_,�,,,,,�=,�v,�,`,��� � �_- - � �....- � , j " ll� ", , I ; _11-11-111 - ,- " "" 'j,; ,___q_1���111�, I ; f �......�1­ ____11 ", � ,� I , 11111-1111111--...........I ,, ",�,� -''���I"--, ,'t"""",mw--, _ _ �­ kj � , I I e I � ...l_­__l_11­___ -�:I:�,�����­z-� ",���, _-'l I 11 = .,,,,,,: ___,'', 11 ­­­ , I , 1, , ­­-­ 11111111111.11111- " � " � _=,, 111-11--l", -1-1-1- I ""Ill I --'I'll, ,� -" -,,,�­.',I�,�......��,'- , _�.............. llll=,�� � � N -11"', ­ ___,_-- 11, - ,__," ��= ��',r, ,_;:;::,�..........1, I� , � ""' I , -- 0 1 1� x I�EASEMENT� �- �,_ �__,._ -Z�,,.......�"��I- .1 ,1-11-11 / -.111, __ I LANDSCAPE LEGEND " '0 , ' -," ��," 1�1�� ­ I .� " I ,,, ­ , �� � � I ��111=1111­_­�_ ---= 11 �111I­ ....11.1,1--l' , I , _�_���'11'1,­,......� ______,_,-l �, I` 0�*_1_111­ 11 , _ I -, I , ; � i I � I - --"-, � j � ,I,,,- I -, � " I -1 1, S �;��, L�; , - � � ` I � � � I__ �, .10�'1_111­ 1� .. .....I I � ,�_ - I I , " e I � , ,;111, -­­ / _­�... ,11 '/ 11 � I I.", , � �"I'll, I � .- ,l � � I �, , � � % ­ �i , � 11 I_- , "I" - , 1- �­ I I I � ", � _,-ll __-, � z , 1''1 1 " � "� , - �', I 1- 1 ,�, I � ­1� � , /(..,) -1111' -_ ___ I ��l 111 � ; 1 - I � I "_�I _ I 1 :1 � "I I " - � �l �- - , I I -1 " ," I ; I? I �, 0 � REFER TO SHEET 8 OF IS FOR THE "Ill �I I j �1,"I ......"I"' � ." .......__, � I I I � 11 % ­-, ___, I " _', � � , � ,� � I , I , I _", , I Ill 5 / ,, I 5�� � � ,',' I / -1-1- :r�_ � �1� I z , , � 11 I : 11 i "I I I : ,� " I I � �;, I l!!!rll- "" 1� � " f � I I I I ,,, "I I � � � i I .I � �l � - � I � I ; 1� I � � '. Z � RIVERSIDE COUNTY ORDINANCE 859 1 , //A '�__­: . / 0- ',111_I, I— - _11-1-1- � ;, ,k'�l � � � II� , - - ,___l " I I �, � � I I Z� I �- I , I " " I �l � � I ,,� c . ......- � " , 0 I LANDSCAPE WATER USE , 11 I I 11 _­-� ...... I , � ,,>�`I,��­""` I � ; � ,A ...... � , I � " / i , I � �� �...1- ,A ........� � / I � , , � � � 0 � �� j �: � � � ;� , I f, I � , ", _-, � 11 , , I � , ­ I � _� - " z , i J % � - I e CALCULATIONS - L ', -1 - , 11 I a p / I �i ­ I I � I, I........ , � � I I �� r,�, I I � " " 1, - 6"ll I I z � 1, � I ,� 111, � � - . , � ". �_3 �, , I;I Ill p e I e A", ,: , � , I I I �� I I z ,; ___ � I/ , � ,,,, 0 ( I v I w ,\�:��z � J:I ","', ­, I'll'), �11 �11 ",6 I . I � I 11 '. "" , I " �� I . �I I " � � � � I g "I � � I I I I 1.� - I < I; �" , , , ��_11_11`_"........ > � , __ I__......�'l � � I , , I '�� - I ,� , - �� "_­" ""', ""', ""', "I", � I 1, �!, , � � , , - I I W \ 0 T TI ' ', 1 , t � 1� 1-- �L ._]� � � I � I ��I -.11 I /0- % ,I , "I" - - � , 5 1 �1, 1� -, ,", 1� I �> ( ) I __ _' : 11 ­ I , I � _ ­ : L ,,, z , � . I �Il - 11- � � � � I e �` i ,� -, 11 __­ �,____,___� _%__.......... � I 0 � � I v I , I ��,]F '77,_11 I f: ' -_ � " 1-1- � %& � , 1, I �­ I 11 C�_ "I I ­_­ �, , _ I _, I ­ "'_ - SITE LEGEND 1, � B I 1, I � 0 cr� (::o 11-1 " _, I � � - ,,, rm," -.11- - I __ I I w 11 \`l:,l'l,'l' l, ,I' I 0", � �I�� _7_ _-, __ # "", I � , n ", � "t'� , , _�`lll � ; l "I" I ll.- -- "". , � , i �1, �l I �� I'll, ,__," k. � �� \ I. , � , L11-1 " , ,__ I I 1�, 1�, - 11 I, , 1�, I . "I - __ � I I, I I , ... lllll,� ,, : w All , I '111111 ,1� �� I� I " ti - 11 _-.11 I ! z � ,A e - 1, p ll!!!�l 1, "I "", ""' , � _L,;�f " 11 _1 , I I I ' 'I - 11--', , � ; Ill 'I, ,, �� I , " , "I _,"ll, - ___11- - "' "' I wl z ! I PROPERTY LINE �� = m �� < , lr'�� � _" ­ 1- "', -1111, �N, � % I V� " _'�� lj �... " ,_�"I'll"' _'_ __` � ! " "", _11111" I � � "", _11111" ,,�4� - �_ \// �� -111, ­,",__ �, .......... __111,-_1 "_ "I _' '�`�'l 1� � � I I ", 4 ! 1, 11 I � I --, ___` -1- � ""I'll __ - �I \ I co :t - ,'_ - .1 � _ , ", 1-111, -, ....... ........> """ " I I � I - � _ "" - 11 - 1� I � 1;� � I _11- , -, ,­­ , � _ - I I '1_1�', Il\ , ,_ _­ I _ ell- - .. ..... _­ i FZ U) I , 1 _, " , , __... " __ 101 - _­ 1-11 111-1-1 "I, _­­ �1. � 11 � 1, , , 11 I 11 ­ - " I...1- __111 �_ ...... I, I I - �_ - I," �- � " 11 " _1 � � I -11 I ___ ­­ _�.. ........�l ... f I, i � =) ::= �, " 1, _ lll� 11 I � .."ll ". ... __ � -111, , I U) U- i "" ,\ _-, " , � u_ � ROW LINE _­­` 11... S ..- __­ - �' , I I", ­� I.- ,, �1­ __ ­­ � � " I',, ..., I � ; 111-11 :� 11,111 , "I , -1111""""" "1-1 11-- _111 I.,�� � I ,I I i __lllll___ . , , - 11.1 _ -11 " , - ��,��� I i, _-, I I � ,� ­­ , , � I..... 111-1, "" "Ill � I � z (W MOW STRIP - SEE DTL H-004 ON SHEET 15) , , I -1 _1111 � ­` 1- _� ___ll 1, I'll -, I I �, I 1, %, , 11 I I ­ 11 _­ "_ I I � :. I D -: 11-1, . , I - ­­' .11 I ��­_ � e . __ 1, , -1 1, , ...11-1.11 ...... 1, ­_'­ ",11" ...1-1 _11 -, I `�11, � � z :� " , .. __ I'll, 1- . "", ... ... " "I, � , � , ,, -1, - - - I 1, � I'll., 11 , � - ­­ ", ­ - ,,,, 11 I 11 i I z , - ,- I,, . ,- ; .1-1 I'll, 1- � r 11-11 - - ,,,,, 11 -1 ­ , � ,_,, � I I � .� \ " I � ­­­., ­­ � I "'.11 .1 - " ­ ." __ , i � � I I " 1 --4", 1 "", I - " .11 - , � I 0 =) I I I 'I", _­ ____ I ; -... _1111 I ......... �"".., � , 'l-1, 11-1: ..... ' ' ,__ __f�;,­' ""i � � i _111 I I I __ � �_ "I'll ... ,_� I � . I , ; "I'll.- I'll, I'll-, � � _ " ____ - '-11 lll��...__1111", "'', I ­­`_ llf I I ; ; �, I �;-llll ­­ I' ll, -11., 1. %I - -- " I - I � , � 11111 ...I ", . " � I ...... "I'll" I _l.I'll ­­ � _11��lll - -111- 1_-/_l __1111' ," llf"I"', � I � � I 11 � I -111 "" -1.1'', � -, ....� '11- -, I I 0 9 � ___ _._ " sot " I """, ", 11 ___ �........I'll _,_­',� I ,� I "I ­­,"., -111,11 ; .1111.1 -1 � 'A' I >.....- _777- __ _,"I'll I z � I ,,, ,,, � � � , ­­ ­ "' I I 11.1'', '_ "',­', � I I ( W_ ",... ....� 1. � _.............., � �l � "ll, ___ i "" -,-. ,_........f ___ "Ill,""" ...r� � � I -) I 11- 1.11 - --l- � I I ­­­­­­, �, � I _...11 " " .-I I i I I "I'll . �, "I I _11. I " , " � � 11 � 1 ..._1 I'll I .11,1-l",I'll I e - " .1-1111 � __­ _"' " "" � � I � I I Lli I I 1 ; � ''Ill ____ �11,; 0t,lD __ /..... 1-1 ; , �,I_ ­­..... 1��,411`­ 11 � � � � I �, - -_ ­' -­ . -.. .... ._, " _­ ,�, , 11 . I 'I ', I ­__­ ......-11.1- ___ _-I ,,,, � _"'.1 �", , ,�- ,"." � � � � - I I'll ,.", I � I'll "", - � I I "" _11 I _1111 -11` ......... � _11", ,�'l � I � � "I I , � __ll , I F_ _j >_ __ - - ­ �:�,,"�'............ � ,�, � � � (O M _j I ­, -11 -11 '­­­ __-11" . I , ',.........: __..........._1 ___1111, 11 11 '""'"' .11, """' 1--l-, -111- �� '11-1-1 I z 4 ILI- " I ­ I � I � � 11 - � _111...... I..........I 1, z I I 1,11 l-', I I �' -1, , - " �'_ ­_­­ ...... I " I i I ___ 11" . '11- _11" ", I 11, I - -1 �/ I ___ I I 11 z "I'll-,'_ __"I'll ""I.". "Ill I __­� ......11 "" , 1. � -­ 1.-11 11.11"'ll '_';P4� ; I � I I'll, -... . I " ­ I ,_­ -1 � � � , � � : (9 '"'I'll, , 111. _­__ , 11 ,11-1-- ­­`_ __� '11, 1 .. ___ __1111, �,,,�,�, I q I � "I'll", - �`,�' I I ­ __ '"' I ..... _ ­­ ��l ,I � , � 4 � 1-1 I I I _1 , I -1 __ _ . I � � , " ­, � 1_�l " 11 I I �1,1111- ­­­ ; ". __ ,� , % � � I I I � __ "ll- 11 __ 1� _111- """ � I � wl -K ,� __-l __ __ .....� _;,�_1111141` 6 0 I'll, ­ ...J '_ "",, 111.11, SID )kL '1-1 -- lllll'______ � l I ...I � I '_, � "., , "j,"e, � 1: i � q � ""'ll -,___,,,,,.......�.... �'ll!"",!"!,.... 1, 1� I _", ,­ _ _­��;",��,,��_ �, ,��I , � �z � , __ "I' 11 'I, `_� - - � �'11­11, � w _j I.- 111-1,­--­_ ._­­­­1-1- ­ 1� '' - I � 11 _4, _'__1111" , , I " -1, -1, ­ f ,;' _� � z: , ; � �z I , I I I " ­_ j , " - I 1% � , , I , _ -, - I I � _ _ � 11-11111111 ..".111111 __-1 """, ____ - , 11A.... ......�, I 1-11 ,;;", " � � , ", _- "I - __....... 11 � "'' - . I � 11" I 11 ,I I I _11111-1 _111111-1 �_ 11 -, - " -111 ' , .......... I 01" -._--1_11-_-, 1-1111.111-1- -I 1111-11� --__-I'll­­_ 111 - � 1, - "I-', `�...........f�,',�" I .� I � I a- z............ ��.......�___...._ ­­­..._11-1111111-1......___ ___--- _", I ,'', - - ___­'I�� - , � .. � ,,,­­ f a- W _11-111111.1---......­­l­l­lll­­.­­­­.............�...........�..,..�..�.�,.����."--."-,",�-,�.........____111111111-1111......-, "I'll�'ll,�-11��,�,,��-�"",�', ;, I'll" �l � - I ­ . " ,I f i �� � '' 11 I'll, ".1... 1. __ � - _ � �......�*;-;�,,­� 1 1-11-111 � , ; ­ " ,� � 1_1_111, I I � � I !!!!_...........__._.....� 11 � l . 1- I "I'll'', 111,-1 i ...__­­ -�� --l" , �,_T -',, , t ? � � � :ll�' 1. ­ 1 I __, - - " ` . < 5;--- ____ -........-, .11,111:IT!"'IT1111177 ­­! ,� � , - '. " ...1. � ,,,... ....__­­ ...... 11 "T"', � � � � � - _ - :__.", 11 _ ' 'I '' �. - I � _1 � ,,, I � �- ,___ ',:l­_­_11_11_­l­_.........__11111111111-11------____-l-___............-",-,--"�,�,�,-�,�.�...-�.-I.1----,�,���___,___, : I", - I - I- I � I I I 11- ...� "', 11., :I',- ""' "", N � � "I ", ­ �, � I _r F_ , _-, "",__ 11", "I - 1-- 11--_ � �11 I I � �, __, - � 11 j I'll _ ­ I ­ - � � � � I I _ ", I _ -l, 4"" __ � I I I'll -, 11 ,"', - _ I � 4 � � �_ ry -­`­ ­_­�,­ _11111111 1, '_�_ 11­ 11-1 ____ "I � � � ,,, S � v w 111111''.., I'll, "I'll 111-1 I ,_11, � ',­A� I,.' 1, � . I -I'll ­-11 1 ........ "I", �_...... ,�..."Ill' ,"ll, " . . � I - ft 0 1 .11, - 11 ll ,, _ "I, -1 I - �111__ 1, I - "I - 1-1, �, - � I "I I - . - � ; I q L I'll., I �'­' - 11 " --l", __ :: , I , PLAN ���;��;�%'­­ I'll , 1-1 �­­ __ I, - ....... -1 ­­ �1` I , - - , I 11 � , , ­ __ I lu ,-,.�_­,�_�....___. 7 - I I I 11 � __"- ­ " - , . � C<L;.;;, _ 11111111,11- I'll, -11.1"', ­ I., .. ......�,�� , ­__ '­ I ..._1111 11. 11 � � LANDSCAPE w 'I'll I - ...1�� , I - I-' _,;,��' _"� I I , . W W � ­"'' "'"' ___ - '-l, �11­ I , - � � I z __­ -, - I "', I.",", -1 _111 � � ? - () c "I 'L __�,�'­ � � , � of � I I'll ""Ill _ ­ - ',I � I � L... A" ,, - � 0 5 10 20 40 I'll, "I'll, I ... ­...11 11..."I "I" "ll- " , L � I � , 0 11; �11, 11 I- - ­,"';, "', - - 11 ''I'll ""I llll'�......J,--....... ............."' , ! 1- fl� 1I SCAL�E: I = 2W-0" 11 � I I , Z z I I -" I�­ - I 'll I 'll "I 'll _- "', - I I , z , � "I 11 ,� �... ­­ � � "I � L 4 "I., L � L - _ : I I � ''I "I' ll ­ I'll ­ -11 " - i � I I I -11 1 , 11 "I _11 '_� I i " I � I z < 0 1 r%wm" 0 ui m L"' I ­- - I I I L ­_ ___ __ =0 �_ W �_ ________ ___________ �< : m 0 - Z� I I - - L 0 U- �7 1) WITHIN THE ROAD RIGHT-OF-WAY ONLY. - 65 z 0 - - it 0 8. NOTE: HITECT I -_ I um IN I BENCHMARK: SHEET NO. Ill I 0 U) ,�' S C Ap PREPARED BY: CUP 03579 S2 I.P. No. 160001 PP26032 > 0 z f- 'n I 1-1 rl 1-1 WORK CONTAINED WITHIN THESE PLANS \,I- - -f INCORP RAED COUNTY OF RIVERSIDE L 0 �_ SHALL NOT COMMENCE UNTIL AN 81t,j ... :11�p I , 9 ,­�, �' e� 14 , I ,<ell `\1- " �e w �_ ENCROACHMENT PERMIT AN TOR A 1�1 "I �",�,,,l 11 HEMET CENTER - PHASE 1 0 DIAL �� �-L"," , ,�,'�,Ile - PLAN NINGIARCHITECTU REJ INTERIOR � , < G L' ", � , SEE SHEET 1 Ill GRADING PERMIT HAS BEEN ISSUED. ,w I L�"�_." " !`­�­"`�:­�­­'\' ;` ENGINEERING I 'I'll" ,�_,��,�', , ��"` �`\tI "e,, _Z7�., -�, -1 � , , " 0 0) BEFORE %N.X\l "'��L �, FLORIDA & WINCHESTER Z: UJ W I ' L­­" .. 10� 11, _0 '- RLA4 36 '­'�11111­''�­cl) 11 1�, 11 ', 0 1 > 0 YOU DIG YOU DIG I "'�;",�,11:1�,�Ll-l-��-1","---� I'll -TI I �� 516W.SHAW AVE,SUITE 101.FRESNO,CA 93704 LMD LANDSCAPE PLANS 40 z � . FREE Thep�etelanicapearchiteds�ningthoplansisresponsibletrassu�ng * 31 JULY 18 * I TEL:(559)268-2711 1 FAX:(559)230-1721 PLANTING PLAN :� 0 TOLL 1-800-227-2 lheaccuraq and acceptablik ofthe design hereon.Intheeventofdiscrepancies . ,�, RENEWAL \,�- I WWW.VIGEN,COM I I I I L CL A PUBLIC SERVICE BY arising altercoutapproval orduring construi:ton,the pnvatelandscapearchitect MARK BY DATE APPIRL DATE DATE DAVID B. BIGLER FOR: W,O. COUNTY 9 shall be resporielblefordetermining an acceptable soluton and reAng the plans V REVISIONS )le OF =7,�______,�������������� SCALE: AL HUSN,LP FILE NO. " - SPIN. �� �� I I- , "' -U �1) I , + - �, Aw , DRIVER VANTA, I CL UNDERGROUND SERVICE ALERT uprovallb0hecou* F_ , ENGINEER L_LCOUNTLYJ CAO�' CERT NO. 3887, EXP 07/2018 1 H: N T 51; V:--.WZS- 9(DO5 %A%A I ' I . - I I - L- I --­------------- --------------------------- ------------------------ NOTE: NOTE: TOOLS WITH A CLEAN, SHARPENED TOOLS WITH A CLEAN, SHARPENED BLADE/ EDGE SHALL BE USED TO BLADE / EDGE SHALL BE USED TO CREATE CLEAN CUTS TO MINIMIZE CREATE CLEAN CUTS TO MINIMIZE DISEASE AND PROVIDE AN DISEASE AND PROVIDE AN ATTRACTIVE APPEARANCE. ATTRACTIVE APPEARANCE. -/V1— KEEP CLEAR 18" - 36" AROUND TREE TRUNK 3 6 5 EDGE OF HARDSCAPE 4 w 12" KEEP CLEAR d z z 5 uj u- 0 2 F- zZ .. .... . . . . . . . . . . . . .. .. . 0 7 . . . . . . ... .. + /0 U) 1'-0" DIA. CLEARANCE 3 8 CO _j zz� CD AROUND ROOTBALL _j 0 X 1210 ................ z < + ----------- Oce C14 4 Lu W 0 f n + 3 EXISTING SIDEWALK. KEEP CLEAR UTILITY BOX f VAULT OR FIRE HYDRANT PER SPECIFICATIONS AND I OR MAINTAIN ALL PLANT MATERIAL MIN. 12" CONTRACT CLEAR AT ALL TIMES UNLESS EXISTING SIDEWALK. KEEP CLEAR SPECIFIED OTHERWISE ON 4 EXISTING WALL FENCE EXISTING CURB AND GUTTER, KEEP PER SPECIFICATIONS AND OR CONTRACT PRUNE SHRUBS ONE (1) BLOCK CLEAR PER SPECIFICATIONS AND OR EQUIPMENT BY UTILITY PROVIDER. EQUAL HEIGHT BELOW TOP OF WALL CONTRACT SET TOP OF ROOTBALL VINES TYP. SHRUB PLANTING TYP. FENCE IN WINTER SEASON, (2) 1"ABOVE FINISH GRADE (D PRUNE PLANTING 6" MIN. AND 12" MAX. BLOCKS HEIGHT BELOW TOP OF EXISTING WALL FENCE NOTE: FOR POP UP SPRAY IRRIGATION AND WALL FENCE IN SUMMER SEASON SHRUB PLANTING TYP. LOCATE PLANTS EQUALLY 2"-3" LAYER OF GRAVEL MULCH/ DECOMPOSED GRANITE 4" MIN. AND 6" MAX. FOR DRIP ACCENT PLANT TYP., REFER TO PRUNE PLANTING 6" MIN. AND 12" MAX, PER TRIANGULAR SPACING IRRIGATION AWAY FROM EDGE CUT SHRUB TOPS ONLY IF NEEDED FOR POP UP SPRAY IRRIGATION AND ACCENT SHRUB PRUNING DETAIL 3" HIGH WATERING BERM OF UNLESS SHOWN OTHERWISE IF APPLICABLE SIDEWALK OR TO REJUVINATE. DO NOT CUT 4" MIN. AND 6" MAX. FOR DRIP SIDES OF SHRUB AT SAME TIME AS IRRIGATION AWAY FROM EDGE OF j ON PLANS. FINISH GRADETOPS TREES TYP. ORGANIC BARK MULCH LAYER SIDEWALK. SEE SHRUB/ GROUNDCOVER PRUNING STANDARD DETAIL M-002. R .IDECOUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMIENT� DATE:02-05-13 RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPOR ION DEPARTMENTS D 02-05-13 RIVERSIDE COOUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 . ......... RIVERSID�COUNTY TILM N: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 QV R11, CE SHRUB SPACING GRAVEL MULCH/ DECOMPOSED GRANITE TYPICAL PRUN qING MAINTENAN SHRUB / GROUNDCOVER PRUNIN APPROVED BY: MPH APPROVED BY: MPH APPROVED BY: MPH APPROVED BY: MPH PLAN VIEW SECTION VIEW ISTD. H-0-111 1'=I'-O REV: ISTD. M-00 =V-011 REV: ISTD. M-001,1, 118-=1'-0 REV; ............... STD. P-0191 3'=11-0" REV: FILE: H-011_GRAVEL_MULCH,3WG MOO�,Lc tl_�0_12_SHRUB &C PRUN I ING - SEECTION1WG BILE M-001-TYPI"AL PRUNING - P'-ANI,DVG FlLtD P-019-SHRUB-SPACETWC 2 2 z 0 SVII 3 7�77 VVV­V­� v-�y V V V V I V 7 7 V 1 V I v; (0 0 0 w 5 0 cl cc w 6 Cl/) Lu z IL < 2 X ROOTBALL 6 �q DIAMETER PLANTING AREA WITH MULCH 1/2" RADIUS TYP TRANSITION AT HARDSCAPE 0 w I CONCRETE HEADER TURF w z SMOOTH TROWEL FINISH < I.Z #4 REBAR CONTINUOUS, BASE AND COMPACTION PER CO U- SET TOP OF ROOTBALL OVERLAP 12" @ ALL SPLICES GEOTECHNICAL REPORT U- FINISH GRADE z >- 0 1"ABOVE FINISH GRADE z I-- , 3" LAYER MULCH MATERIAL PLANTING BACKFILL 0 z (SEE SPECS) (SEE SPECS) NOTE: Z) �: LOCATE WEAKENED PLANE JOINTS 110- 0 0 SLOPE PLANTING HOLE 0 w 3" HIGH WATERING BERM TO CORNERS AT 20' 0.C. MAX, AND AT ALL J J CHANGES IN DIRECTION < z w 0 0 F- CL Z RIVERSIDE COUNTY TLMA, PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 W RIVERSIDE COUNTY TLMA: PLANNING AND TRANSPORTATION DEPARTMENTS DATE:02-05-13 < SHRUB ON LEVEL GRADE CONCRETE HEADER w APPROVED BY: MPH APPROVED BY: MPH uj < w REV: z W W STD. P-0151 V=V-0 ISTD. H-0041 1 1/2"=1 =0' REV- C) 04 0 FTLE: P-015_S1­IRUR_LVL 7WG FILE: H-0 _C0NC_HEADER.DWG Z z z < 0 W 2 �< NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 - � Z� CAL TRANS PERMIT#16-6-CD-0 180 0 U- D WITHIN THE ROAD RIGHT-OF-WAY ONLY. Z 0 0 8- NOTE: SEAL-LANDSCAPE ARCHITECT SHEET NO. w 0 cn PREPARED BY: MIM E N BENCHMARK: CUP 03579 S2I.P. No. 160001 PP26032 > Z r= WORK CONTAINED WITHIN THESE PLANS ,p SCAoe INCORPORAT 0 \ ED 0 im- g SHALL NOT COMMENCE UNTIL AN 5 8 ENCROACHMENT PERMIT AN D/OR A DIAL ...... HEMET CENTER - PHASE 1 < TWO WORKING PLANN INGIARCH ITECTU REJ INTERIOR W GRADING PERMIT HAS BEEN ISSUED. ENGINEERING SEE SHEET 1 C) BEFORE DAYS BEFORE FLORIDA & WINCHESTER W W > YOU DIG YOU DIG k-"# 38 7 LMD LANDSCAPE PLANS --1 516 W.SHAWAVE.SUITE 101.FRESNO,CA 93704 z 0 The prd landscapearebitectsigning these plansis responsible for assuring 31 1 TEL:(559)268-2711 1 FAX.(Mg)230-1721 RIVERSIDE COUNTY DETAILS OF18SHTS TOLL FREE 1-800-227-2600 theaccuraqed amptabilkofthedesigo hereon,IntheeventofAcrepandes JULY 18 WVVVV.VIGEN.COM RENEWAL CL A PUBLIC SERVICE BY arsing dercout approval orduring constnIdion,the prvatelandsoapearchited MARK BY DATE DAVID B. BILLER FOR: W.O. COUNTY 0- shall be responsiblefordetermining an anpiable soldon A revising the plansfor DATE REVISIONS APPR DATE SCALE: < 0- UNDERGROUND SERVICE ALERT AL HW i,LP FILE NO. A morovalb0hecounk ENGINEER COUNTY OF CAO. CERT NO. 3887, EXP 07/2018 LANDSCAPE PLANTING LEGEND SYPMBOL NAME QTY. SIZE WATER USE ZONE (PER WUCOLS IV) (PER WUCOLS IV) DASYLIRION longissimum, Mexican Grass Tree 6 15 Gal M 4 SALVIA 1. 'Midnight' Mexican Bush Sage 9 5 Gal L 4 BUDDLEIA marrubifolia, Wooly Butterfly Bush 15 5 Gal L 4 ❑ ROSMARINUS officinalis,'Prostratus' 13 5 Gal L 4 (—I-1 ACACIA redolen,'Desert Carpet' Trailing Acacia 97 5 Gal L 4 CAREX tumulicola, Foothill Sedge 49 5 Gal L 4 HESPERALOE parvifiora, Red Yucca 14 5 Gal L 4 MULCHING LEGEND + + + DECOMPOSED GRANITE + +_L+A_ 4" COMPACTED LAYER OF COLORED DECOMPOSED GRANITE INSTALLED OVER A COMPACTED SUBGRADE PER CALTRANSr SPECIFICATIONS. EXCAVATE THE EXISTING SOIL AS REQUIRED TO ACHIEVE THE DESIGN FINISH GRADE (TOP OF DG) SLOPE TO DRAIN TO PERIMETER PARKING LOT. REFER TO DETAIL H-011 ON SHEET 15. *STABILIZE DO 241" FROM ALL CURBS & PEDESTRIAN WALKS WITH 4" OF STABILIZED DECOMPOSED GRANITE WITH STABILIZER OI 2" OF CALIFORNIA APPROVED DOT BASE COURSE o/ COMPACTED SUBGRADE *REFER TO CALTRANS SPECIFICATIONS FOR INSTALLATION OF DECOMPOSED GRANITE CONCRETE HEADER 6" CONCRETE HEADER TO IDENTITY RIGHT OF WAY PER DETAIL H-004 ON SHEET 1 00 LO 00 0 w t w m I­_d z O 0 O 1-- " m w U Q CL z CL W 2 W n. w W w z v Z z w < 0 - r WO NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK 0 u. W D WITHIN THE ROAD RIGHT-OF-WAY ONLY. CAL TRANS PERMIT 16i-6a-CL)-01$0 z C3 �. NOTE. SEAL-LANDSCAPE ARCHITECT . U CO # BENCH"MARK. SHEET NO. z WORK CONTAINED WITHIN THESE PLANS AIDSCAp PREPARED BY: �(/P 03579� I.P. N0. 9fiDODfi PP26032 P F INCORPORATED 0 SHALL NOT COMMENCE UNTIL AN ` e «;. CO MTY OF RIVERSIDE #- ENCROACHMENT PERMIT AN D/ORA U DIAL P�ANNIN AR IT # T I R HEMET CENTER — PHASE 1 16 TWO WORKING o y . GI CH ECTUREl N ER O W GRADING PERMIT HAS BEEN ISSUED. z,>> SEE SHEET 1 ENGINEERING FLORIDA WINCHESTER Gl LU W BEFORE DAYS BEFORE U s .... U (), YOU DIG YOU DIG ,. .Iis4,.# 3887' LANDSCAPE PLAINS z : .— The IaH�SCdpea(Chl#eG#Sg(ligthese plansisrespo(sideforassudn 516W.SHAW AVE.SUITE 101.FRESNO,CA 93704 g TEL:(559)268-2711 I FAX:(559)230-1721 ®'F SHTS To FREE 1-800-227-2£00 the accuracy andampfabilkofthedesignhemon.Infheeventofdiscrepandes 31 JULY 18 ( WWWW.VGEN.COM PLANTING SPECIFICATIONS �- ansin after un a rovalordudn construe a,the dvafelacdsca earchlecf c L jl RENEWAL �� Lt a. A PUBLIC SERVICE BY g � PP g P P MARK BY DATE APPR. DATE q DATE DAVID B. BIGLER FOR. WO. COUNTY 9 Q L1. UNDERGROUND SERVICE ALERT shalberespondIetideterm0mganaxeptablesodonand revi0gthe#sfor REVISIONS rFp Fad SCALE: a rovalb thecoun . ENGINEER COUNTY F CAL1 CERT ND. 3887, EXP 07/2018 H: NTS V. N®-rS A�HUSH,LP F1LE SECTION 329300 D. Plants used for replacement shall be the same kind and size as specified in the plant Contractor shall be responsible for additional maintenance of the work until work is LANDSCAPING list, They shall be furnished,planted and fertilized as originally specified. The completed and acceptable. 1.08 FINAL SOIL AMENDMENT QUANTITIES: expense of all repair work on existing improvements damaged during replacement shall be borne by the Contractor. D. See Section 320533 for specific Maintenance Requirements. A- Upon completion of all backfill and/or rough grading of planted areas,a minimum of PART 1 -GENERAL six(6)representative samples of existing sail found in the planting areas shall be taken 1.05 QUALITY ASSURANCE: 1.07 GENERAL REQUIREMENTS: by the Contractor and at his/her expense sent to an independent soil testing laboratory 1.01 SUMMARY: for an agricultural suitability analysis and recommendations for quantity and A. Reviews herein specified shall be made b the Landscape Architect or Landscape „ A Y AA The terns Planting.Area shall mean all areas to be plantedwith trees,shrubs, application rate of amendments and include any corrective measures required to adjust A. Th work incl v' r The o codes all services, labor, materials, transportation and equipment invent Ins ectal. The Contractor shall request review in writing a i � �x r A q p A q g m n..nium of 48 hours in braundcov ars, sod and seed. pH or salt to acceptable levels. These recommendations shall then be compared with necessary to perform the work indicated on the Drawings and as specified. The advance,for the following parts of work: those listed in Paragraphs 2,02 and 3.01 and the contract modified accordingly, conditions of the Contract and Division 1 apply to this section as fully as if B. Actual planting shall be performed during those periods when weather and soil repeated herein, I. Pre-job meeting to introduce Landscape Architect,Landscape Inspector, conditions are suitable in accordance with locally accepted horticultural practice.. 1.09 SOIL PREPARATION CONFORMANCE Contractor,job project manager and job superintendent and to discuss the 1.02 RELATED REQUIREMENT'S: particular requirements of the job, C. All rock and other growth or debris accumulated during the duration of the project A. Amendment materials shall be distributed in piles around the site in quantities shall be removed from the site. corresponding to the soils analysis"per 1,000 sq.ft."recommendations.Invoices A. Section 328400 Irrigation System 2. Incorporation of soil conditioning and fertilizing into the soil. Observation shall showing materials and quantities purchased shall be available for review.The B. Section 328400-R.Recycled Water Irrigation System beginprior to amendments being rototilled into the sort.Amendment materials D. Prior to excavation for planting or placing of plant materials,locate all underground Landscape Architect will compare the distribution pries and cotes quantities s of each C. Section 320x33distributed Landscape Maintenance shall11 be m iles around the site in quantities corresponding to the soils improvements, utility fines etc.and take rope precautions t avoid damage. In the material 1 furnished againstt the soils analysis1ys sreconn recommendations. minimum rate s of analysis recommendations per 1,000 sq ft. .Inv ice s showing materials olid evert of a conflict between such lines and plant locations,notify Landscape Architect application have not been met,the Landscape Architect will require the distribution of 1.03 SUBMITTALS: quantities purchased shall be available for review, and receive direction prier to proceeding. The Contractor assumes responsibility for additional quantities of these materials to fiiifill the minimum application requirements making repairs for damages resulting from work as herein specified. specified.After approval by the Landscape Architect of the distribution and quantities A. Submit certificates of compliance and invoices for soil amendments fertilizers, 3. Upon com leti n f grading prior a ' A er ,and p p a a g ad g p o to planting. Reviews of plant materials is to of soil amendments,the Contractor will then c.ominence with soil conditioning plant materials,with quantities of each. coincide with this review. E. Grading and soil preparation work shall be performed only during the period when operations per section 3.01. beneficial and optimum results may be obtained. If the moisture content of the soil B. Tree Samples: Deliver to the site >! a minimum of one sample of each t 4 f p tee variety and When trees,shrubs and vines are spotted in place for planting,but before planting should reach such a level that working it would destroy soil structure,spreading and 1,1.0 PLANT MATERIAL QUANTITY CONFORMANCE size indicated, 15 gallons in size and.larger,a in.initnuin of 15 days before planting holes are excavated. grading operations shall be suspended until the moisture content is increased or an operations. At the Contractor's option p p d expense,he may retain the services of the reduced to acceptable levels and the desired results are likely to be obtained. A. After installation of plant materials,and coinciding with the pre maintenance Landscape Architect to review trees 15 gallon and larger tagged at the nurse or•t i 5. Upon completion f f - • . P g g gg nursery a is p p o finish grades.and planting, Application of pre-emergent observation,the Landscape Architect,with the heretofore specified signed copies of lace of growth,or as otherwise indicated. , P �' herbicide is to c,onier.de with this review. F. Scaled dimensions are approximate. Before proceeding with work,carefully check the required certificates,trip skips and invoices for the plant materials and related C. Shrub j and verify dimensions and immediately inforni the Landscape Architect of items,will inventory such material,comparing the total area and/or the amounts n Tree Samples:, indicated . . .._, . . and e S s Submit 3 samples ub m 1 s of each varlet and size of .sant materials 6. When planting,and all other ind.i P P Y p P g> catc,d and specified work,except the, discrepancies between the drawings and specifications and actual conditions. specified. If the minimum amounts have not been furnished;the Landscape Architect at the site a mininium of 15 days before planting operations. Accepted samples shallMaintenance Period,has been completed. Acceptance,in writing,shall establish may require installation of additional materials to fulfill the minimum remain on theit n, site a shall be maintained as standards fcomparisong a . for plant beginning of the Maintenance Period. G. Quantities for plant materials are shown for convenience only,and not guaranteed. requirements specified or require that the Contractor provide credit(s)to the Owner. materials to be furnished. Samples may be incorporated into the work. Check and verify count and supply sufficient number to fulfill intent of drawings. 7. Final review at the completion of the Maintenance Period. Contingent on PART 2 -]PRODUCTS D. A sample of the soil amendments and proposed mulch material(s),including acceptance,this review shall establish the beginning f the i irrigation , p f ), � A � e begin �,date or e Gua•atitee H. Adequately stake.,barricade,and protect trrilation equipment,manholes,utility Imes, manufacturer or supplier certificate or invoice,shall be delivered to the Landscape Period. and other existing property during all phases of the soil amending and grading 2.01 SOIL AMENDMENT AND FERTILIZER: Architect within thirty-five(35)days after recording of the Contract. operations. 1.06 MAINTENANCE: A. Provide singly or in combination as required to meet specified requirements for 1.04 GUARANTEES AND REPLACEMENTS: I. Rejection and Substitution: Plants not conforming to the requirements herein specifiedtopsoil. Soil conditioners shall be nontoxic to plants, A. The Contractor shall continuously maintain all involved areas during the progress of shall be considered defective,and.such plants,whether in place or not,shall be A. Shrubs,vines and ou do n overs shall be guaranteed t , , o remain health and vigorously the work and Burin the maintenance period until the final acceptance of the work.�' gu y g y g p p e wa k marked as resected and be immediately removed from the site of the work and I. Composted Derivatives. Ground bark, nitrolized sawdust, humus, or for a period of nine 90 days from t • growing p ninety( ) y date of final acceptance,of Maintenance replaced with acceptable plant materials. The plant materials shall meet all applicable other wood green waste material free of stones,sticks,and soil stabilized Period of project, B. The Maintenance Period begins on the first da after writtenacceptance A J b y n of plantrnl, inspections required by law. Plants shall be of the species,variety,size,age,flower with nitrogen and slaving the following properties. operations is received from the Landscape Architect,and shall continue thereafter for color and condition as specified herein and/or as indicated on the drawings. Under no B. Trees shall b , e guaranteed to live in a health condition far a cried of one 1 year no less than ninety 90 continuous calendar days. t • :. . g Y p ( )Y t3'( ) Y condition.will there be any substitution of plant specie,variety,or reduced sizes for 2. Particle Size.Minimum percent by weight.passing. from date of final acceptance of Maintenance Period of project. those listed on the accompanying drawings,except with the expressed written consent C. The contract completion date of the contract maintenance period will be extended, of the Landscape Architect. a. No.4 mesh screen 95 C. Plants found to be dead or not in a vigorous condition within the Maintenance and when in the opinion of the Landscape Architect,improper maintenance or possible b. No.8 mesh screen 80 Guarantee Periods shall be replaced within fourteen(14)days at Contractor's expense, poor or unhealthy condition of planted material or poorly established non-covering J. All utilities(water and electricity)used during the installation and maintenance of the turf areas are evident at the termination of the scheduled maintenance period., The landscaping and irrigation systems for this project shall be,paid for by the Owner. County of Riverside Transportation Ag ency Landscape Specifications County of Riverside Transportation Agency 5 Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications As of October 8,2009 329300-1 As of October 8,2009 329300-2 As of October 8,2009 329300-3 As of October 8,2009 329300-4 3. Nitrogen Content:Minimum percent based on dry weight. Nitrogen 20%minimum D. Container stock(I gal., 5 gal.,and 15 gal.) shall have grown in containers for at 2.07 MULCHING MATERIAL: Phosphoric acid 10%"minimum least six months,but not over two years. No container plants that have cracked a. Fir Sawdust 0.7 Potash 5%minimum or broken balls of earth, when taken from the container, shall be planted, except A. Mulching material shall be 3/8" 1,12" dia. screened fir bark or approved equal, b. Fir or Pine Bark 1.0 upon special approval. No trees with damaged roots or broken balls shall be approved in writing,by the landscape architect. G. Post-planting Fertilizer for Palms: Organic base,long lasting,nonburning,controlled planted and no shrubs, vines or groundcovers shall be planted that are "pot- B• Gypsum shall be a commercially processed and packaged gypsum(CaSo,2H 0)with slow release,free flowing,uniform in composition,suitable for application with bound"or that have damaged roots. 2-08 STAKING MATERIALS FOR TREES: minimum 80%grade containing 14%minimum combined sulfur. approved equipment,and shall contain the following minimum available percentages of weight of plant food: E. Pruning shall not be done,prior to delivery,except by written approval. A. Double Staking (Triple Staking for High Wind.Areas) for Trees from up to 36" C. Iron Sulphate: Ferric or ferrous sulphate in pelleted or granular form containing not Box Size: less then 18 percent metallic iron. Material shall conform to the Agricultural Code of Nitrogen 3%minimum F. Observation of Plant Materials, required by County authorities, shall be a the State of California. Phosphoric acid 1%o minimum responsibility of the contractor, and where necessary, the contractor shall have 1. Stakes shall be of lodgepole,pine. These shall he straight shafts, shaved Potash 3%minimum secured pen-nits or certificates prior to delivery of plants to site. and cut clean and bare of branches and stabs,of uniform thickness with a D. Pre-plant fertilizer for incorporation with rototilling or plant pit backfill mix shall be minimum diameter of 2 inches (3 inches in high wind exposure areas), of a uniform'beaded'coded homogeneousgranular _ corn composition sortable for application - g A pp A micro nutrient foliar spray for paha fronds is recommended to avoid micro nutrient G. Plants shall be subsea to observation and approval or resection,at the protect site free of lease knots,spirts or bends. Stakes shall be no less than eight(8) 0 with approved equipment and shall contain the following rniniinum available deficiencies. at any time before or during progress of work, for size, variety, condition, latent feet in length. U) percentages by weight of plant food: defects and injuries. Rejected plants shall be removed from the project site W 2.02 PLANTING BACKFILL: immediately, B, Tree Tie Materials shall be one of the following: UJ Nitrogen 5%u minimum Phosphoric acid 3%mini g • ' p mum A. Planting backfill shall be a thoroughly blended mixture of soil a I% � g Y A amendments at the H. Substitutions will not be permitted except that if proof is submitted that any plant 1. Hose wires used for stabilizing trees with stakes, shall be 12 gauge Potash i/o minimum fallowing mixture: specified is not obtainable, a proposal will be considered for use of the nearest galvanized wire with ultra-violet resistant precut hoses to 10 Ili"and wire 0 Iron. I% equivalent size,variety and cost, precut to 27"or 36"the length necessary per details. Gl Manganese .05% Soil Conditioner I part Zinc .05% Stock-piled on site soil 3 parts I. Quantities shall be furnished as needed to complete work as shown on drawings. 2. Twist Braces shall be used in areas with high wind exposure, utilizing Q Humic Acids(derived from compost) 1.5% Iron sulphate 2 lbs/per cu.yd.of mix twist brace stability bars with the following criteria: Soil.Penetrant(alkyl naphthalene sodium sulfonate) 15% Gypsum 10 lbs/per cu. yd.of mix J. The landscape architect reserves the right to observe root condition of any Pre-plant fertilizer 4 lbs/per cu.yd, of mix species, particularly those grown from seed, and if found defective, to reject the 4 1/2"loop diameter by 24"length for 24"box trees 0 E. Post-planting Fertilizer for Maintenance Period Fertilization: Organic base,long plants represented by the defective sample. 4'12"loop diameter by 36"length for 36"box trees W lasting,nonburning,controlled slow release,free flowing,uniform in composition, Soil to be used.as planting medium for the project shall be fertile,well-drained,of suitable for application with approved equipment, pp and shall contain the following untforn2 quality,free of stones over 1 inch i .. . PAg q y, diameter,sticks,oris,chemicals,plaster, K. Identify plant species or varieties correctly on legible, weather-proof labels 2A9 GUYING MATERIALS FOR TREES 48 BOX SIZE ANIS GREATER. 0 minimum available percentages of weight of plant food.: concrete and other deleterious materials. On-site soil may be stockpiled for re-use attached securely at the job site. There shall be a minimum of one labeled plaint U5 1 provided it meets all requirements, for each 5 plants in a lot. A. Guy wires shall be of pliable,zinc-coated steel of No. 12 gauge. W ZZ Nitrogen 12%minimum Q Phosphoric acid 8%minimum Planting Backfill for Date Palms: L. Groundcover plants shall be healthy vigorous rooted cuttings grown in fats until B Anchors (deadman) for holding guy wires shall be of 4 inch by 4 inch(4" x 4") fn Potash. 8%minimum transplanting. solid lumber, P-6"in length,or"duckbill"style anchor materials as shown on the VW6 n Sulphur 7% Pure,washed plaster sand only.Do not incorporate fertilizer into backfill mix.Apply details on the drawings. C1'_ Iron. 2% post-planting fertilizer only- 2,04 HERBICIDE: `Z Manganese 05%a Z0 .-. C. Hose for covering wire shall be of 2-ply reinforced rubber, used or new, garden W Z H Zine OS% A. Feed Contact Spray, post emergent, systemic product with no soil residual hose type of at least 1/2 inch in diameter. co d -- Humic Acids(derived from compost) 5% 2.03 PLANT MATERIALS: activity formulated as a water soluble liquid containing 50% glyphosate and Iii_ 14.5%surfactant with sur#lan additive. D. Warning indicators, to be attached to guys, shall be of 1/2" PLIC pipe and four L_ A. Nomenclature: The scientific and common names of plants herein specified feet long, 0 WARNING: Some fertilizers contain chelated iron which has caused staining of conform with the approved names given in "Sunset Western Garden. Book: ", 2.05 RODENT REPELLENT: Z Z concrete surfaces in other projects. Contractor shall be responsible for removing all published by Lane Publishing Company, Menlo Park California latest edition. E. Tree ties shall be as statedin section 2.08 above. 0 iron stains from concrete by sandblasting,or as directed by architect,at no additional See list of plant material on drawings. A. Rodent Repellent: Repellent K or approved equal. � cost to the fawner. 2.10 TRIM GUARDS.FOR TREES: B. Quality and size of all plants shall be No. 1, of Pinto Tag stock, They shall be 2.06 HYDROSEED: W F, Planting Tablets: Tightly compressed chip • g gh y p essed hip type commercial grade planting tablets of vigorous,of normal growth,free from disease,insects,insect eggs,and,or exceed A. Trim Guards shall be made from quality polyethylene with ultra violet inhibitors tD m varying weighted sizes with the following available percentages by weight of plant the measurements specified or the American standards for nursery stock. Pinto A. See drawings for hydroseed schedules. and ratcheting latching device.. W <' Z food: Tags shall be submitted to the landscape architect, I.- a- Z CL Q W (- ---------- County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications 1' CC As of October 8,2009 329300-5 As of October 8,2009 329300-6 As of October 8,2009 329300-7 As of October 8,2009 329300-8 UJ d UJQ. UJ 00 Z Ill 0 02 P ry NOTE: APPROVAL BY THE TRANSPORTATION SPORTATION DEPARTMENT IS FOR WORK GAL TRANS PERMIT#76 -G®- SQ Z WITHIN THE ROAD RIGHT-OF-WAY ONLY. f O Q `- NOTE: SEAL-LANDSCAPE ARCHITECT SHEET NO. W 0 � BENCHMARK: CUP 03579 S2 f.P, Mia. 160001 PP26032 Z � PREPARED BY. WORK CONTAINED WITHIN THESE PLANS a S Cap INCORPORATED 0 F- _ SHALL NOT COMMENCE UNTIL AN `� o s sr:,� � COUNTY OF RIVERSIDE w- ENCROACHMENT PERMIT AN �` < � 17 ,�, DIAL M,; PLANNING ARCHITECTURE INTERIOR I � HEMET CENTER PHASE 1 < Two WORKING ,,. SEE SHEET 1 DD lu GRADING PERMIT HAS BEEN ISSUED. ENGINEERIN BEFORE �.« DAYS BEFORE `.-} FLORIDA & WINCHESTER LU U > U YOU DIG YOU DIG i 4 LMD LANDSCAPE PLANS .,.. � 516 W.SHAW AVE.SUITE 101.FRESNO,CA 93704 q Z 0 H Thepnvatelandscapearchlectsigmngtheseplansisresponsibleforassuring _ _ F 1 HT TOLL FREE1-800-227-260031 J 18 TEL.(559)268-2711 N.CO59}2301721 PLANTING SPECIFICATIONS iheaocuracyandacceptabi�ofthedesignhereon,In JULY wwW.vi�EN.conn _ orcin atter approval uronsfNot n,the dvafelandsca landscape T s� RENEWAL �� LL A PUBLIC SERVICE BY g ll PP g P P MARK BY DATE APPR. DATE �A.E z`. DAVID B. BIGLER FOR. W.O. COLIN'ry 09 Q 0. UNDERGROUND SERVICE ALERT shalberespousdefordetermmnganacceptablesolutionandrevisingtheplansfor REVISIONS Tfi o� SCALE: At.HUN �P FILE Ni U 3 r. ► approval b thecoun . ENGINEER COUNTY OF CALIF CERT NO. 3887, EXP 07/2018 H: N rS V: NTS U\A ya�. t Not I 2.11 ROOT BARRIERS.FOR TREES: 1. Fertilizer shall be incorporated into the top six(6)inches of finish grade. 12. For trees up to 36" Bax. size, install tree stakes with materials specified Fertilizer shall be applied after leaching operation, B. Planting Trees, Shrubs and Vines: and as shown on the drawings. The stapes shall be driven in plumb and A. #UB-24-2 root barriers as manufactured by Deep Root Corp. or approved equal. secure. Special care shall be taken that the driving in of the stake does 2. The thoroughness and completeness of the rototilling and incorporation 1. All excavated holes shall have vertical sides with roughened surfaces and not damage the tree roots or rootball. Tree ties shall be fastened to each PART 3-EXECUTION EDIT QN of the soilconditioners./amendments shall be accepted by the landscape shall be of the minimum sizes indicated on drawings. Holes shall be, in stake by tacking the wire tae to the stake. Protective hoses shall be in architect in writing, prior to digging planting pits. For slopes 2:1 and all cases, large enough to permit handling and planting without injury or contact with all tree trunk or branch areas per the details on the drawings. 3.01 LEACHING,SOIL.CONDITIONING,ROTOTILLING AND FERTILIZING: steeper, or as per the drawings, omit soil conditioner application and breakage of root balls or roots. rototilling. 13. For trees 48" Box size and greater guy all trees with the materials A. Deep Water Leaching: 2. Excavation shall include the stripping and stacking of all acceptable soil specified and as shown on the drawings. 3.02 FINISH GRADING: encountered within the areas to be excavated for plant pits and planting 1. After complete installation and testing of the irrigation system, all areas beds. Protect all areas that are to be trucked over and upon which soil is 14. The staking and guying shall be accomplished in such a manner as to shall. , f the plants, h 1 be dee water leached and compacted ac e a and healthy growth and the safer o p e a o p t d n.d settled by continuous A. Finish grades shall bc, as indicated on landscape and civil drawings. Contractor to be temporarily stacked pending its re-use for the filling of holes, pits insure the proper a a y gr y p , application of irrigation water until the soil has received a minimum of shall notify landscape architect for a decision should any discrepancies exist and beds. property,and the public. 12"of water. between the drawings and site conditions. 3. Excess soil, generated from the planting holes shall be spread evenly on 15. The contractor shall be responsible for all surface and subsurface 2 After leachingo e e trees shrubs operation, soil samples shall be taken by contractor per B. Finish grades shall be measured as the Intal water compacted and settled surface the site within Ilse tolerances indicated in section 3.02, or as directed by drainage required which may affect his guarantee of the , , landscape architect's direction and given to the Owner's soil laboratory grades and shall be within + 0.1 foot of the spot elevations and grade lines the landscape architect. and vines. for testing. Soil test shall meet the following requirements: indicated. Grades adjacent to hardscape shall be within +,i- .01 feet of the grades indicated on the drawings. 4. The plants shall be planted at approved locations with the heretofore 16. Pruning after planting shall be required on all trees, shrubs, and vines ECe - Maximum 3.0 specifiedplant pit fertilizer and soil planting backfill. Place plant pit when necessat-y to provide the specified or approved standard shapes, shall ,. a PH Maximum 7.50 C. Molding and rounding of the grades shall be provided at all changes in shape, fertilizer after two,thirds of backfill. material is installed at the rates form and/or size,:, characteristic to each plant. Pruning may include - Minimum 6.00 specified by the manufacturer and soils report. thinning,and/or cutting and shall be under the direction of the landscape D. All undulations and irregularities in the planting surfaces resulting from tillage, architect or certified arborist. 3. Deep water leaching shall be done prior to the application of the rototilling and all other operations shall be leveled and floated out before 5. The plants shall be placed in the planting pits, which have been hand- commercial fertilizer. planting operations are initiated. tamped, and water settled to the rootball base levels prior to the 17. install tree guards on all trees within turf areas. placement of the plants. After setting the plants, the remaining backfill 4. Care shall be taken that he rte of application Planting r i : t a app kation of water dotes not cause E. Take every precaution to protect and avoid damage to erosion control materials, material shall be carefully tamped and settled around each rootball to fall C. an g G oundcove s. erosion or sluffing of soils. Do not undertake leaching operations in sprinkler heads, irrigation. lines, and other underground utilities during grading all voids. expansive soils. and conditioning operations. I. Groundcovers shall be planted in the areas indicated on the drawings. 6. Each tree and shrub shall be placed in the center of the hole and shall be The groundcover plants shall be rooted.cuttings grown in flats and shall S. All depressions, voids. erosion scars and settled tranchegeneratedremain in those,flats until transplanting. p s by F. Final finish grades shall insure positive, clratnagc, of the, site with all surface set plumb and held rigidly m position until the planting backfill has been the deep watering shall be filled with conditioned topsoil and brought to drainage away from buildings, walls, and toward roadways, drains and catch tamped around each rootball. finish grade prior to digging planting pits. basins. 2. All groundcover plants shall be planted with soil around roots in 7. All plants shall be set at such a level that after settling they bear the same staggered row,evenly spaced at the intervals called out on the drawings, B. After leaching operations and after the areas have been graded, follow the Soil G. Final grades shall be accepted by the landscape architect/Owner's representative relationship to the surrounding finish grade as they bore to the soil line . •, , Preparation t t ll 1 sufficiently dee to cover all Conformance procedures per section 1.09. After approval by the sit writing on company letterhead prior to digging planting pits anet or before grade in the container,unless otherwise Hated. 3. The groundcover plants shall be panted oft y p Landscape Architect of the requirements in section 1.09, the soil conditioning planting operations will be allowed to begin. roots, and amendment materials shall be evenly spread over all planting areas and shall 8. No plant will be accepted if the rootball is broken or cracked, either be thoroughly scarified t ge hand smoothed after planting to oil, y ,ca fled to an average depth of six (6) taches by rototilling a H. Planting surfaces shall. be graded with ria less than 2 percent surface slope for before,during,or after the.process of installation. 4. The groundcover planting area shall.b p g minimum of two(2)alternating passes: positive drainage. provide an even,smooth final finish grade. 9. Plants shall be thoroughly watered into the full depth of each planting The following materials and quantities are to be used as a basis for bidding, and 3.03 PLANTING: hole immediately after planting. 3.04 HYDROSEEDING: may be modified based on soil analysis results, A. The layout of locations for plants and outlines of groundcover beds to be planted 10. Install shrubs and vines as shown on the drawings. A. Hydroseeding shall be applied in the areas indicated on. the drawings in Soil conditioner: 4 cu.yd.per 1,000 sq. ft, shall be accepted by the landscape architect in writing prior to digging plant pits accordance with the mix specified on the drawings. Soil sulphur: 20 lbs/per 1,000 sq. ft. for planting, All such locations shall be checked by the contractor for possible IL For 1 gallon trees, utilize pre-installed nursery stakes if stakes are in ft Iron sulphate.. 201bsiper 1,000 sq. , interference with existing underground piping prior to excavation of holes, 1# good condition as described above. Broken, cracked and/or unsecured B. Hydtoseeding Equipment. Hydraulic equipment used for the application of Gypsum: / _ fertilizer, ed wood pulp or fiber with tackifaers as yp um 1001bs.per 1,000 sq. ft. underground construction of utility fines are encountered in the excavation of nursery stapes will not be allowed. If new stakes are acquired, install fertilt�er, seed, and slurry of prepared p p Pre-plant thedrawings. This - ui equipment shall have a built in agitation system r plat t fertilizer. 20 lbs/per 1,000 seal.ft, planting areas, other locations for the planting may be selected by the landscape stakes with materials as specified.as shown on the drawings. specified on h eq p g y architect at no additional cost to the owner. Damage to existing utilities shall be with an operating capacity sufficient to agitate,suspend,and homogeneously mix the responsibility of the contractor. a slurry containing 1,200 pounds of mulch and seed. The slurry distribution lines • Specifications Coin of Riverside Tr ns . : Landscape e County Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency a p As of October 8,2009 329300-9 As of October 8,2009 329300-10 As of October 8,2009 329300-11 As of October 8,2009 329300-12 shall be large enough its prevent stoppage and shall provide even distribution of drawings, details, specifications and site conditions. The landscape architect will the slurry. The slurry tank shall have a minimum capacity of 1,350 gallons and prepare a site report after each visit noting progress of installation, verbal 2. Once the above requirement has been met a final walk through may be shall be mounted on a traveling unit, which will place the slurry tank and spray communication with the contractor and identifying any field adjustments requested, The following procedures will be used: nozzles within sufficient proximity to the areas to be sprayed so as to provide necessary that require modifications to the designed landscape. A copy of this uniform distribution without waste. site report will be delivered to both the owner and the contractor. The contractor a. Contractor must have (2) two personnel available with radio is responsible to intniediately address each item on the site report before communication for the entire length of the walls through. C, Application Method: Using the wood pulp as a guide, spray the soil with a proceeding with further construction, uniform visible coat of slurry, The slurry shall be applied in a sweeping motion, b. Unless new issues arise between walk thraughs,only those items in an arched stream, so as to fall like rain allowing the wood fibers and tackifiers B, Walk Through For Substantial Completion(Punch List#1): as indicated on the walk through for substantial completion to build upon each other,until a complete,even coverage coat is achieved, punch list will be addressed. This visual walk through will I. Before requesting a walk through for substantial completion the consist of walking through the punch list items created at the D. Hydroseeded areas shall be kept moist at all times 20-24 days after planting or following requirements must be entirely satisfied: time of the walk through for substantial completion, and until the new growth of the plants are sufficiently well established. examining outstanding items. Any remaining deficiencies in the Z a. The entire planting area is completely installed, and when letters construction and workmanship of the landscape as compared to 0 E. Hydroseeded areas shall be protected against foot traffic and other use of acceptance as described above have been obtained from the the punch list generated at the time of the walk through for immediately after hydroseedng is completed by placing warning signs and landscape architect and/or owner's representative. If the substantial completion, construction drawings, details and temporary twine and flagging around the areas, contractor failed to notify the landscape architect for any of the specifications will be noted. above items as listed above than the contractor assumes full F. Re-hydroseeding of bare areas shall be done 30 days after initial application at no responsibility for any design modifications directed by the 3. Once the Final Walk Through is completed and all items created on the Madditional cost to the owner. landscape architect during the walk through for substantial final punch list have been addressed,the Maintenance Period may begin. 00 completion any of these issues at no additional cost to the owner. Any additional walk throughs required due to contractors' inability to 3.05 HERBICIDE APPLICATION: address all issues on the punch lists described above will be provided at b. A11 invoices, pinto tags and receipts have been delivered to the the contractor's expense. 0 A. Herbicide or pesticide applications shall be performed only by personnel licensed landscape architect and/or owner's representative. for such work by the State of California. 3.10 MAINTENANCE PERIOD: 2. Once the above requirements have been,met a walk through for 0 3.06 RODENT REPELLENT: substantial completion may be requested. The following procedures will A. The Maintenance Period shall last for ninety(90)days after notification from the U1 be used during the walk through: landscape architect of a successful final walk through and will begin once all Z A. Once plants have been planted and watered in, apply rodent repellent for plants items on the final walk through punch list have been satisfactorily addressed by a _ indicated on plant legends on the drawings around the entire perimeter of the a. Contractor must have (2) two personnel available with radio written statement indicating such from the landscape architect to the owner. planting area at application rates and with methods as specified by the communication for the entire length of the walk through. H Z manufacturer. 1. The contractor is responsible for obtaining and following any < b. A visual walk through of the entire site will take place consisting maintenance manuals created specifically for the project from the owner 3.07 MULCHING: of an examination of planting areas as compared to the drawings, at the beginning of the maintenance period. d to P g p g•> b�. g and installation procedures as shown on the details and tL° A. Landscape areas other than those hydroseeded or planted with turf shall be specifications. A punch list will be established of deficiencies in 2.. Once the contractor has fulfilled all maintenance agreement obligations 0 covered with the specified mulching material to the minimum depth indicated on the construction and workmanship of the landscaped area as the maintenance period will end see section 320533 Landscape UJ Z W the drawings. compared to the construction drawings, details, and Maintenance, for maintenance responsibilities. 3.08 CLEAN-UP:LL specifications. U_ 3. Once the Walk Through for Substantial Completion has been completed ENI}OF SECTION 3299300 a A. As the project progresses on a daily basis, the contractor shall maintain all areas the landscape architect will provide a copy of all punch list items to the Z Z in a neat manner and remove unsightly debris as necessary,remove all debris and owner for review and distribution to the contractor. It is the contractor's _ _ containers used in accomplishing work and sweep and clean all sidewalks, responsibility to repair,replace,and adjust all items on the punch prior to 1- 00 asphalt,and concrete areas adjacent to plantings. requesting a final walk through. ry LU 3.09 SITE OBSERVATION&WALK-THROUGHS FOR SUBSTANTIAL COMPLETION: C. Final Walk Through: CLI. J (3 Q Z A. General Observation: The landscape architect will visit the construction site at I, Before commencement of a final walk through is requested, each item on W U U interim times during the construction process to access construction progress the walk through for substantial completion (punch list #1) must be = regarding installation of landscape material to be in compliance with the thoroughly satisfied, addressed,and resolved by the contractor. UJ County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation Agency Landscape Specifications County of Riverside Transportation.Agency Landscape Specifications FF- As of October 8,2009 329300-13 As of October 8,2009 329300-14 As of October 8,2009 329300-I5 UJ W LU UJ Z Z Z 1:1.1 2 W � p NOTE: APPROVAL BY THE TRANSPORTATION DEPARTMENT IS FOR WORK CALL NS PERMIT#16`6-CD-0180 U_ WITHIN THE ROAD RIGHT-OF-WAY ONLY. U ® SHEET NO. it CL SEAL LANDSCAPE ARCHITECT S W 0 to NOTA. PREPARED BY: BENCHMARK: CUP 03579 S2 I. No. 161�fl49 PP26032 C) Z WORK CONTAINED WITHIN THESE PLANS PN p SCApe INCORPORATED Q SHALL NOT COMMENCE UNTIL AN ` COUNTY 4F R/IIERSIL?E18 P HEMET CENTER - PHASE 1 �` DIAL ENCROACHMENT PERMIT AND/OR A 1 PLAN NINGARCHITECTURE INTERIOR TWO WORKING I I SEE SHEET 1 W GRADING PERMIT HAS BEEN ISSUED. :. El GINEERI LU w BEFORE W1 DAYS BEFORE v m FLORIDA WINCHESTER RL . ss � U () YOU DIG YOU DIG .. `; LMD LANDSCAPE PLANS { 516 W.SHAW AVE.SUITE 101.FRESNO,CA 93704 ThepnvatelandS�pearohilett$gnngtheseplansisresponsible orassunng a TEL. 559 268-2711 FAX: 559 230-1721 OF 1 SHT S TOLL FREE 1-800-227-2600 the andaccetabil of the designhereoa.Inthe event ofdiscreoandes � 31 JULY 18 � I � � WWW,VIGEN.COM ' PLANTING SPECIFICATIONS c� '! P g RENEWAL �Q' _... CL ©' A PUBLIC SERVICE BY arising altercoutapprovalorduringconstructi n,the private landscape architect MARK BY DATE APPR. DATE y DATE �y DAVID B. BIGLER FOR: W.O. COUNTY a Ll= TF o� SCALE: FILE NO. '� tl. UNDERGROUND SERVICE ALERT shalberesponb�fordetermmmganacxeptablesolutionandre�smgthep�ansfor REVISIONS pF �� AL wusly,LP approval byte; , ENGINEER COUNTY CAL CERT NO. 3887 EXP 07/2018 H. NTS v. NTS coin