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929n_ls848 1 t , Ct) (w Ll_l , Q 847 i ° i c a i 846 I Ia vvvvvlw~DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. he private engineer signing these pians is responsible for assuring the accuracy nd acceptability of the design hereon. In the event of discrepancies arising after )unty approval or during construction, the private engineer shall be responsible w determining an acceptable solution and revising the plans for approval by ie county. TRAFFIC SIGNAL . r rr • �. • R ♦ .. + �� ,~< i� it it �� ,� rlrl/;�� ."'y.'r�'i;yrirwrriwrrti�rf�►ilNAr�i� 'v ft. YL�Y�Y�i !i Y {I.�1t...it r�� •• , 1 1/2 - - -- - 31 1 1 4 4 �' �! 112 1114'" 314 / 122 -- _ •� / \ 1 1/4" 1 1 '° 20.9 1/2 1" 3/4 3/4,1/2 1 1/4"� „ •c ®. A-1 r_______la�__ 1 1//��__ 1 1/ .t___.\fi.? IL4'�..f'___+�°..__.�___________J `.ti 1 1 ° 21.7 � �l _ I� t � e I I i ii iii ii 1 \ 0a(D� I! l I I r�;� I I •C} I A-14 I t1 i3 ii i M%M ' elo.71 ti I l f li 11 tl 0 0 0 3 I 0 D { I I 0 0 0 i � t I i I A -1i l �-- - - -- - --� 1 1 4° 23.5 = -��- --- -� 1/2 j 1 114 1 1 1 i" 1/2 3/4 4 J4 1/2 { I® ®I I I i 1" 3/41/2 I I I I 1/526 I l 1/2 f 30 I I I I - I 1 I 1 I �] ® GD I I I } I I I 1 1/4" 1 1 I a I I + � 1" 3i4 3J 811� 1 I I 1 I i I l l 36 1 I 1 s V. I ®® ®® Pl- l I l I # P I 3J4 1/2 I 1 I u 0 w eR r< x r � rAr ■ w r,,..��.,� �rrrwrr► I / � awrrrw lea irrrww 11r�rA. �u{.rr... •°rrr wsr�-�..�� i �.�.rwrw�r r�riiiiii` �r =r. ari�r wig"': 19 �"i5r rrrrr iri r rrri► rr�''r�i'�fii ""�.'--- 20 I'll= ffis r I } I I I I I I ® E3 I I ! REVISIONS 3/4 / 1 40 3/4 1/2 1/2 > C 1/526 1/2 f 30 V)G I � a CAJALCO RD I + � M WWI 36 s { C., t u r r r �, �' p � w eR r< x r � rAr ■ w r,,..��.,� �rrrwrr► I / � awrrrw lea irrrww 11r�rA. �u{.rr... •°rrr wsr�-�..�� i �.�.rwrw�r r�riiiiii` �r =r. ari�r wig"': �"i5r rrrrr iri r rrri► rr�''r�i'�fii ""�.'--- I'll= ffis r REVISIONS A-1 1 ;P9.5 1 Ile . .✓.___ 11/21 1 1/4" 1J4� i 3/4 3A 1/2 3/4 / 1 40 3/4 1/2 1/2 > C 1/526 1/2 f 30 V)G I CAJALCO RD I + � M WWI 36 s { C., A-1 1 ;P9.5 1 Ile . .✓.___ 11/21 1 1/4" 1J4� i 3/4 3A 1/2 ( I I I I IRRIGATION NOTES 1. IRRIGATION SYSTEM INSTALLATION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, AND REGULATIONS 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS FROM THE APPROPRIATE AGENCIES. I 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. THE CONTRACTOR IS TO MAKE ADJUSTMENTS IN THE FIELD TO INSURE 100% COVERAGE. I4. PIPING INDICATED IN PAVING AREAS ON THE PLAN SHALL BE LOCATED IN PLANTING AREAS WHEREVER I POSSIBLE. I 5, ALL PRESSURE MAINLINE PIPE AND CONTROLLER WIRES INSTALLED UNDER PAVING SHALL BE INSTALLED I IN A SCH. 40 PVC SLEEVE. INSTALL SLEEVE 24" DEEP PRIOR TO PAVING INSTALLATION. I I 6. ALL NON -PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVING SHALL BE SCH. 40 PVC INSTALLED 18" DEEP PRIOR TO PAVING INSTALLATION. I + 7. CONTRACTOR SHALL THOROUGHLY FLUSH ALL PIPING. p 8. LOCATE ALL VALVES, QUICK COUPLERS, AND BACKFLOW DEVICES IN PLANTING AREAS. PRECISE LOCATION i OF BACKFLOW DEVICE SHALL BE AS DIRECTED BY THE OWNER IN THE FIELD. I i 9. CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE. ADJUSTMENTS SHALL INCLUDE ADJUSTMENT OF RADIUS, AND SELECTION OF APPROPRIATE ARC TO MINIMIZE OVER SPRAY ONTO BUILDINGS AND PAVING. ( j 10. FOR RADIUS ADJUSTMENTS GREATER THAN 25%, USE RAINBIRD PCS SCREENS ON RAINBIRD SPRAY T1 HEAD NOZZLES. 1 11. PRECISE AUTOMATIC CONTROLLER LOCATION SHALL BE AS DIRECTED BY THE OWNER ON THE FIELD. P CONTRACTOR TO COORDINATE 120V, ELECTRICAL POWER TO CONTROLLER LOCATION AS REQUIRED. ! 12. SEE SPECIFICATION FOR INSTALLATION AND MATERIAL REQUIREMENTS. I 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES AND I STRUCTURES AND TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGES OF SAID I I UTILITIES. SIDEWALK _ 1/2� 3 _ 1^ 1 1''Y 1"- / _3J �..r-01J _� __------tKJVV 1. 1114` ---- _, ®.......- _._. -- - -- ----.� �® rJ 1.... .. ---- i 11/2 - 1 EXIST 6' SIDEWALK -----.._.._-------___--- _______________ _______ - A-1 A-1 1 1 4" 18.9 1 1 17.4 1'° WATER METER (POC) 1 lei .9 84 PSI STATIC PRESSURE F¢®F ESS,,6 OA 0 jy 1 F C7 rn Exp. 6-30-06 STgr CIVI4 g �i!F CAS\F� LOCATE IRRIGATION MAIN LINE IN 1705 PRESSURE ZONE PLANTING AREAS WHEREVER POSSIBLE SITE ELEVATION 1510 TYPICAL VERIFY EXACT LOCATION APPROVAL BY THE TRANSPORTATION DEPARTMENT IN FIELD. IS FOR THE AREA WITHIN ROAD RIGHT-OF-WAY ONLY r] � 607 North Anaheim Boulevard Anaheim, California. 92805 (714) 520-5795 LIC. NO, 1219 PREPARED BY: R.C.E. NO. DATE w u.i Q > C Z �ti V)G CAJALCO RD M WWI © r I'll= ffis r ( I I I I IRRIGATION NOTES 1. IRRIGATION SYSTEM INSTALLATION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, AND REGULATIONS 2. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS FROM THE APPROPRIATE AGENCIES. I 3. THE IRRIGATION PLAN IS DIAGRAMMATIC. THE CONTRACTOR IS TO MAKE ADJUSTMENTS IN THE FIELD TO INSURE 100% COVERAGE. I4. PIPING INDICATED IN PAVING AREAS ON THE PLAN SHALL BE LOCATED IN PLANTING AREAS WHEREVER I POSSIBLE. I 5, ALL PRESSURE MAINLINE PIPE AND CONTROLLER WIRES INSTALLED UNDER PAVING SHALL BE INSTALLED I IN A SCH. 40 PVC SLEEVE. INSTALL SLEEVE 24" DEEP PRIOR TO PAVING INSTALLATION. I I 6. ALL NON -PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVING SHALL BE SCH. 40 PVC INSTALLED 18" DEEP PRIOR TO PAVING INSTALLATION. I + 7. CONTRACTOR SHALL THOROUGHLY FLUSH ALL PIPING. p 8. LOCATE ALL VALVES, QUICK COUPLERS, AND BACKFLOW DEVICES IN PLANTING AREAS. PRECISE LOCATION i OF BACKFLOW DEVICE SHALL BE AS DIRECTED BY THE OWNER IN THE FIELD. I i 9. CONTRACTOR SHALL ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM PERFORMANCE. ADJUSTMENTS SHALL INCLUDE ADJUSTMENT OF RADIUS, AND SELECTION OF APPROPRIATE ARC TO MINIMIZE OVER SPRAY ONTO BUILDINGS AND PAVING. ( j 10. FOR RADIUS ADJUSTMENTS GREATER THAN 25%, USE RAINBIRD PCS SCREENS ON RAINBIRD SPRAY T1 HEAD NOZZLES. 1 11. PRECISE AUTOMATIC CONTROLLER LOCATION SHALL BE AS DIRECTED BY THE OWNER ON THE FIELD. P CONTRACTOR TO COORDINATE 120V, ELECTRICAL POWER TO CONTROLLER LOCATION AS REQUIRED. ! 12. SEE SPECIFICATION FOR INSTALLATION AND MATERIAL REQUIREMENTS. I 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES AND I STRUCTURES AND TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGES OF SAID I I UTILITIES. SIDEWALK _ 1/2� 3 _ 1^ 1 1''Y 1"- / _3J �..r-01J _� __------tKJVV 1. 1114` ---- _, ®.......- _._. -- - -- ----.� �® rJ 1.... .. ---- i 11/2 - 1 EXIST 6' SIDEWALK -----.._.._-------___--- _______________ _______ - A-1 A-1 1 1 4" 18.9 1 1 17.4 1'° WATER METER (POC) 1 lei .9 84 PSI STATIC PRESSURE F¢®F ESS,,6 OA 0 jy 1 F C7 rn Exp. 6-30-06 STgr CIVI4 g �i!F CAS\F� LOCATE IRRIGATION MAIN LINE IN 1705 PRESSURE ZONE PLANTING AREAS WHEREVER POSSIBLE SITE ELEVATION 1510 TYPICAL VERIFY EXACT LOCATION APPROVAL BY THE TRANSPORTATION DEPARTMENT IN FIELD. IS FOR THE AREA WITHIN ROAD RIGHT-OF-WAY ONLY r] � 607 North Anaheim Boulevard Anaheim, California. 92805 (714) 520-5795 LIC. NO, 1219 PREPARED BY: R.C.E. NO. DATE w CONTROLLER NUMBER GPM VALVE SIZE RAMONA EXPRESS WAY -17 Z /� r�r6 L PROJECT SITE U, Q >� w z O NORTH � SCaie:None , VICINITY MAP MEAD VALLEY AREA SECTION 12, T.4. S.. R.4 W., S.B.M. 23.5GPM 3.4 PSI 12.0 PSI 1.6 PSI 6.6 PSI 5.1 PSI 2.3 PSI 3.7 PSI 20 10 0 20' 40' 60' 40.7 PSI GRAPHIC SCALE 30.0 PSI 70.7 PSI I R R"I GAT I ON PL AN 84.0 PSI 13.3 0 i w r. A, VVAX I r � • " ,•�� •."1111 u.i Q > C Z �ti V)G CAJALCO RD M CONTROLLER NUMBER GPM VALVE SIZE RAMONA EXPRESS WAY -17 Z /� r�r6 L PROJECT SITE U, Q >� w z O NORTH � SCaie:None , VICINITY MAP MEAD VALLEY AREA SECTION 12, T.4. S.. R.4 W., S.B.M. 23.5GPM 3.4 PSI 12.0 PSI 1.6 PSI 6.6 PSI 5.1 PSI 2.3 PSI 3.7 PSI 20 10 0 20' 40' 60' 40.7 PSI GRAPHIC SCALE 30.0 PSI 70.7 PSI I R R"I GAT I ON PL AN 84.0 PSI 13.3 0 i w r. A, VVAX I r � • " ,•�� •."1111 A. 4 I1 f Y k Y i • r! A ►NO Y y LANDSCAPING ►r►D 1I LAINUSCAPE PLA r CUP 3320 L LIST BOTANICALPLANT NAME COMMONt� HYMENOS ORUM+ r AUSTRALIAN WILLOW GERSTROEMIA I. BILOXI CRAPE MYRTLE IQUIDAMBAR STYRACIFLUA ► ► A tGAPANTHUS 'PETER DIETES BICOLOR YELLOW BUTTERFLY r k f•HEAVENLY BAMBOO r► MAORI+ + f FLAX a R N# 4UM ER tA. i ITTOSI�A�IIIl11�1141 VAR. ORANGE 1 MOCK ORANGE ► t• + 4 LADY .. A N- HAWTHORN W INDIAN ► kCHELOSPERMUM JASMINOIDES ! MR. I W, A TOLLFREE :,, UNDERGROUNDA PUBLIC SERVICE By _. �6 Q1 -lm III HARVI LL AVE. NOTE: 4 CONTAINED r 0 �The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. r I •''��)I 9,,o? ESSypn 2 No. CE 33950 m Exp.6-30-06 CTVI` lz_ SOF CA11F • COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT Al2-PROVED BY: #t 01 f UTA4414 T=7 f CIF �yl ENDED DATE Contractor shall be responsible for making himself familiar with all underground utilities, pipes and structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement of said utilities. Contractor shall not willfully proceed with construction as shown when it is obvious that unknown conditions and/or objects exist that may not have been known during the preparation of this plan. Such conditions or objects shall be immediately brought to the attention of the Owner. The contractor shall assume full responsibility for all necessary revisions due to failure to give such notification. All existing improvements, materials, and plant material is to remain in the construction area, and shall be properly and adequately protected from damage during construction. The contractor shall repair or replace any existing items damaged or disturbed as approved by the Owner at no additional cost to the Owner. Contractor shall visit site prior to bid. No change in contract price will be allowed for actual or claimed discrepancies between existing site conditions, and those shown on plans. All planting areas to receive ground cover. Plant quantities indicated in Tree List, and Shrub List shall be verified by contractor from plan. Contractor to provide and install all plants indicated per plan. Backfill Mix: —All tree and shrub pits to be backfilled with the following backfill mix: —6 ports rock free on site soil. —4 parts nitrolized wood shavings. —15 lbs. Gro—Power (5-3-1) commercial fertilizer per cubic yard of mix. —7 gram Gro—power (12-8-8) time release fertilizer tablets, Quantity per manufacturer's recommendations. Soil Preparation: All planting areas to have the following soil amendments uniformly tilled into the top 6" of existing soil. Quantities are per 1000 square feet. —3 cubic yards of nitoriized wood shavings. —200 lbs. of Gro—Power (5-3-1) commercial fertilizer. All plonting areas to receive a 2" layer of 3/4"-11/2" particle size decorative walk on bark. GAZANIA MITSUWA YELLOW GROUND COVER FLATS @12" O.C. W W W W W HYBRID FESCUE BLEND TURF MARATHON II W W W W W W W W • W SOD W W k%W STREET TREE A SYMBOL SIZE QUANTITY LANDSCAPE ARCHITECTURE 607 North Anaheim Boulevard Anaheim,r • :i i i • • "' • k ► # DATE s � s MARTIN STREET -1 RAMONA EXPRESS WAY ® m PROJECT SITE CA]ALCO RD, Q Z O NORTH W Scale:None a c� VICINITY MAP MEAD VALLEY AREA SECTION 12, T.4. S.. R.4 W., S.B.M. i i 0 20' 40' • i' GRAPHIC SCALE CUP NO. 03320 r r •r ` CEL NO. ; 28 IP ! ! ♦ r « COUNTY MORENO VALLEY LANDSCAPE PLANS CAJALCO EXPRESSWAY • T ROUND, CONCRETE VALVE BOX AS PER SPECS. BRANDED "G.V." ON FINISH GRADE. BOX SHALL BE FLUSH !N TURF AREA ET 2 ABOVE GHRISTY'S I.D. TAG, STAMPED BRASS LID. SET FLUSH Wt FINISH GRADE PEA GRAVEL WHEN ADJACENT TO TURF OR TAG OR EQUAL, MARK Wt VALVE FINISH GRADE IN GROUND flCOVER HARDSCAPE, 2" ABOVE F.G. IN STATION NUMBER. CONCRETE VALVE BOX Wt LOCKING LID. AREA. �OUTSIDE WALL � ' ,• ' Q .:..' GROUNDCOVER AREAS. BRANDED °RGV'" b. STATION NUMBER FINISH GRADE REDUCED PRESSURE BACKFLOW ON LID, SET FIRMLY ON PEA GRAVEL. { PREVENTER WI 2 SHUT OFF VALVES SEE SPECS. ( CONCRETE PAD FOR SUPPORT OF EPDXY FILLED WIRE CONNECTORS STEEL ENCLOSURE. SIZE &ANCHOR LE MUER, LE MAX, STRONGBOX uci<I�' HYBRID CONTROLLER: OR EQUAL VANDAL RESISTANT RAIN BIRD ESP SERIES BOLTS AS PER ENCLOSURE SPECS OUTDOOR WALL MOUNT STEEL ENCLOSURE. SIZE AS NECESSARY. PAINT PER SPECS. I=I ® r-- BRASS PIPES, NIPPLES & FITTINGS. TVP, I 24" EXPANSION LOOP I BRASS UNION, LINE SIZED. —_ P.V.C. SCH 40 MALE ADAPTER I � � I BOTH SIDES (2 REQ'D) 6'°9� P.V.C. CL160 PIPE, LENGTH A5 NECESSARY FOR ACCESSTO • P.V.C. LATERAL LINE PIPE GATE VALVE 1 Iliil FLOW ---� ® � � PEA GRAVEL 1.5—INCH PVC SCH 40 CONDUIT � PVC MAIN I " AND FITTINGS PVC MAIN JUNCTION BOX INSTALLATION 4 NOTE: REDUCED PRESSURE BACKFLOW 1—INCH PVC SCH 40 CONDUIT i ASSEMBLE SHALL BE LOCATED 25REQD ELBOWS, TO POWER SUPPLY � n IN SHRUB AREAS TO ACHENE BRING PIPING TO P.V.C. MALE ADAPTER 12 REQ'D1 WIRES TO REMOTE CONTROL � ® VISUAL SCREENING. PEA GRAVEL REQUIRED DEPTH UNION GATE VALVE VALVES P.V.C. MAINLINE FITTING PILOT WIRE SCH 8Q PVC MALE ADAPTER, 1 CU. FT. MIN. OF PEA GRAVEL BRASS COUPLING &BRASS 1 CU, FT, CONC. THRUST P,V,C. LENS PIPE COMMON WIRE NIPPLE, TYP BATH SIDES BLOCKS MAINLINE HYBRID CONTROLLER R. P. BACKFLOW ELEC. R.C. VALVE BALL VALVE QUICK COUPLER UNIT PER 1/2 X Q.C. SPACING IRRIGATION LEGEND EDGE OF SEE PLANT LEGEND FOR O.G. SPACING INSTALL QUICK COUPLERS ROUND PLASTIC VALVE 1" ABOVE GRADE HARdSCAPE ESTABLISH FINISH GRADE 2" BELOW ON COVPR OR TURF FINISH SURFACE OF HARDSCAPE/CURB ,p 1l2" BEEP LAYER OF NITRQLIZED BARK MULCH_ FINISH GRADE TILLED AND AMENDED PLANTING BED PER PLANTING NATES. CINCH TIES OR -III-I I-I I ISI I I� I- I APPROVED EQUAL. UNDISTURBED NATIVE SAIL SUBGRADE CURB, WALK. ETC. --- _— --- POP—UP SPRAY HEAD —SEE MODEL NUMBER. FOR MFG. 8c 2-2" DOA. LODGE POLE STAKE � NATES: RQTQTILL AREAS BEING AMENDED 10` LONG, g BRASS. NIPPLE TO A DEPTH OF 6". BLEND AMEND- SECTION �-III-II III-IIIA IIIA MENTS INTO NATIVE SAIL TO AVOID ROOTBALL ANY DISTINCT SAIL HORIZON. ® _ � WATER BASIN. RENOVE ONCE SEE PLANTING LEGEND PLANT IS ESTABLISHED. PLANT LOCATION FOR SPACING DIMENSIONS BACKFILL PER GENERAL BRASS COUPLING N Q TRIPLE SWING JOINT Wf MARLEX STREET ELLS. tTYP. SYMBOL) NATES FINISH GRADE BRASS NIPPLE TYP., 2 PLACES sEE �f• p=. —• BRASS ELL Owl f \ PiANrG � PLANT LOCATION '• I ,o.�.�— NATIVE SOIL e a LEGEND iTYP. SYMBOL) K� — o� '• e . is 1 G%). FT. GANG. THRUST 314" GRAVEL mQ BLOCK cn � ua • FERTILtu On IZER TABLETS AS w6 N �� REQUIRED. SEE PLANTING ---- P.V.C. SGH.40 MALE ADAPTER LIG� I � e� ga. � ALIGN � N z i11 11 f NATES P.V.C. SCH.40 PIPE SCH. 40 P.Y.C. FITTING FOR \f1/._._.. ®� � + r .___ t ._._ � � i � (�• ROOT BARRIER I I ( 'ra SPACING P.V.C, TEE NON—PRESSURE LATERAL PRESSURE MAINLINE ED, 2x ROOTBALL ASHREQUIR p} P.V.C. RISER (LENGTH EDGE OF PLANTING SQUARE I I j\ j� � DIAMETER TRIANGULAR OR PAVING J�+tlJf-tt � SPACING SPACING GROUND COVER PLANTING TREE STAKING /ROOT BARRIER QUICK COUPLER POP-UP SPRINKLER 0 cam, U � Q WATER BASIN FINISH GRADE u ROOTBALL FERTILIZER TARGETS p (PER PLANTING NOTES) p � BACKFILL PER NOTES 2x ROOTBALL IS [) T� DEAL TWC7WORKING CUP NO. 332 BEFORE DAYS BEFORE PARCEL NO. 31✓-10-C�IN 1 28 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 APPROVAL BYTHE TRANSPORTATION DEPARTMENT TP 020078 A PUBLIC SERVICE BY IS FOR THE AREA WITHIN ROAD RIGHT-OF-WAY HRUB PLANTING APN 317-110-028-1 UNDERGROUND SERVICE ALERT ONLY NOTE: COUNTY OF RIVERSIDE BENCHMARK: COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS � y ?�flfr° TRANSPORTATION DEPARTMENT NOscAP K®BATA ASSOCIATES, INC. MORENO VALLEY L-3 SHALL NOT COMMENCE UNTIL AN � A. ENCROACHMENT PERMIT AND/ORA �° AAN PPROVED BY: LANDSCAPE ARCHITECTURE LANDSCAPE FLANS GRADING PERMITSI�,.�SSUED. 507 North Anaheim Boulevard Z,'► � Anaheim, California. 92805 CJALC EXPRESSWAY No. CE 33950 (714) 520-5795 LIC. NO. 1219 C.U.P. ^-•++ / Exp, 6-30-06 i-sx-oa :..r. U . P. 3320 ! DETAILS The private engineer signing these plans 1s responsible for assuring the accurac01 y � HALI ' OT17, H DATE ®�__m� HTS and acceptability of the design hereon. in the event of discrepancies arising alter -- ..� pp �/'�/' � p g� � �g �y �q $ 0 � CVA LgF -''—�,,..-- ". �r g "'"°1 !�%..d I f t..E` �;; iJ C� � county approval or during construction, the private engineer shall beresponsible MARK BY DATE. APPR. DATE rF o`� __- "=-`- n't,. F fa PREPARED BY: R.C.E. NO. FOR: W.O. COUNTY for determining an acceptable solution and revising the piens for approval by SCALE: FILE NO. the county. ENGINEER COUNTY RECOMMENDED DATE DATE H ° V. T ROUND, CONCRETE VALVE BOX AS PER SPECS. BRANDED "G.V." ON FINISH GRADE. BOX SHALL BE FLUSH !N TURF AREA ET 2 ABOVE GHRISTY'S I.D. TAG, STAMPED BRASS LID. SET FLUSH Wt FINISH GRADE PEA GRAVEL WHEN ADJACENT TO TURF OR TAG OR EQUAL, MARK Wt VALVE FINISH GRADE IN GROUND flCOVER HARDSCAPE, 2" ABOVE F.G. IN STATION NUMBER. CONCRETE VALVE BOX Wt LOCKING LID. AREA. �OUTSIDE WALL � ' ,• ' Q .:..' GROUNDCOVER AREAS. BRANDED °RGV'" b. STATION NUMBER FINISH GRADE REDUCED PRESSURE BACKFLOW ON LID, SET FIRMLY ON PEA GRAVEL. { PREVENTER WI 2 SHUT OFF VALVES SEE SPECS. ( CONCRETE PAD FOR SUPPORT OF EPDXY FILLED WIRE CONNECTORS STEEL ENCLOSURE. SIZE &ANCHOR LE MUER, LE MAX, STRONGBOX uci<I�' HYBRID CONTROLLER: OR EQUAL VANDAL RESISTANT RAIN BIRD ESP SERIES BOLTS AS PER ENCLOSURE SPECS OUTDOOR WALL MOUNT STEEL ENCLOSURE. SIZE AS NECESSARY. PAINT PER SPECS. I=I ® r-- BRASS PIPES, NIPPLES & FITTINGS. TVP, I 24" EXPANSION LOOP I BRASS UNION, LINE SIZED. —_ P.V.C. SCH 40 MALE ADAPTER I � � I BOTH SIDES (2 REQ'D) 6'°9� P.V.C. CL160 PIPE, LENGTH A5 NECESSARY FOR ACCESSTO • P.V.C. LATERAL LINE PIPE GATE VALVE 1 Iliil FLOW ---� ® � � PEA GRAVEL 1.5—INCH PVC SCH 40 CONDUIT � PVC MAIN I " AND FITTINGS PVC MAIN JUNCTION BOX INSTALLATION 4 NOTE: REDUCED PRESSURE BACKFLOW 1—INCH PVC SCH 40 CONDUIT i ASSEMBLE SHALL BE LOCATED 25REQD ELBOWS, TO POWER SUPPLY � n IN SHRUB AREAS TO ACHENE BRING PIPING TO P.V.C. MALE ADAPTER 12 REQ'D1 WIRES TO REMOTE CONTROL � ® VISUAL SCREENING. PEA GRAVEL REQUIRED DEPTH UNION GATE VALVE VALVES P.V.C. MAINLINE FITTING PILOT WIRE SCH 8Q PVC MALE ADAPTER, 1 CU. FT. MIN. OF PEA GRAVEL BRASS COUPLING &BRASS 1 CU, FT, CONC. THRUST P,V,C. LENS PIPE COMMON WIRE NIPPLE, TYP BATH SIDES BLOCKS MAINLINE HYBRID CONTROLLER R. P. BACKFLOW ELEC. R.C. VALVE BALL VALVE QUICK COUPLER UNIT PER 1/2 X Q.C. SPACING IRRIGATION LEGEND EDGE OF SEE PLANT LEGEND FOR O.G. SPACING INSTALL QUICK COUPLERS ROUND PLASTIC VALVE 1" ABOVE GRADE HARdSCAPE ESTABLISH FINISH GRADE 2" BELOW ON COVPR OR TURF FINISH SURFACE OF HARDSCAPE/CURB ,p 1l2" BEEP LAYER OF NITRQLIZED BARK MULCH_ FINISH GRADE TILLED AND AMENDED PLANTING BED PER PLANTING NATES. CINCH TIES OR -III-I I-I I ISI I I� I- I APPROVED EQUAL. UNDISTURBED NATIVE SAIL SUBGRADE CURB, WALK. ETC. --- _— --- POP—UP SPRAY HEAD —SEE MODEL NUMBER. FOR MFG. 8c 2-2" DOA. LODGE POLE STAKE � NATES: RQTQTILL AREAS BEING AMENDED 10` LONG, g BRASS. NIPPLE TO A DEPTH OF 6". BLEND AMEND- SECTION �-III-II III-IIIA IIIA MENTS INTO NATIVE SAIL TO AVOID ROOTBALL ANY DISTINCT SAIL HORIZON. ® _ � WATER BASIN. RENOVE ONCE SEE PLANTING LEGEND PLANT IS ESTABLISHED. PLANT LOCATION FOR SPACING DIMENSIONS BACKFILL PER GENERAL BRASS COUPLING N Q TRIPLE SWING JOINT Wf MARLEX STREET ELLS. tTYP. SYMBOL) NATES FINISH GRADE BRASS NIPPLE TYP., 2 PLACES sEE �f• p=. —• BRASS ELL Owl f \ PiANrG � PLANT LOCATION '• I ,o.�.�— NATIVE SOIL e a LEGEND iTYP. SYMBOL) K� — o� '• e . is 1 G%). FT. GANG. THRUST 314" GRAVEL mQ BLOCK cn � ua • FERTILtu On IZER TABLETS AS w6 N �� REQUIRED. SEE PLANTING ---- P.V.C. SGH.40 MALE ADAPTER LIG� I � e� ga. � ALIGN � N z i11 11 f NATES P.V.C. SCH.40 PIPE SCH. 40 P.Y.C. FITTING FOR \f1/._._.. ®� � + r .___ t ._._ � � i � (�• ROOT BARRIER I I ( 'ra SPACING P.V.C, TEE NON—PRESSURE LATERAL PRESSURE MAINLINE ED, 2x ROOTBALL ASHREQUIR p} P.V.C. RISER (LENGTH EDGE OF PLANTING SQUARE I I j\ j� � DIAMETER TRIANGULAR OR PAVING J�+tlJf-tt � SPACING SPACING GROUND COVER PLANTING TREE STAKING /ROOT BARRIER QUICK COUPLER POP-UP SPRINKLER 0 cam, U � Q WATER BASIN FINISH GRADE u ROOTBALL FERTILIZER TARGETS p (PER PLANTING NOTES) p � BACKFILL PER NOTES 2x ROOTBALL IS [) T� DEAL TWC7WORKING CUP NO. 332 BEFORE DAYS BEFORE PARCEL NO. 31✓-10-C�IN 1 28 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 APPROVAL BYTHE TRANSPORTATION DEPARTMENT TP 020078 A PUBLIC SERVICE BY IS FOR THE AREA WITHIN ROAD RIGHT-OF-WAY HRUB PLANTING APN 317-110-028-1 UNDERGROUND SERVICE ALERT ONLY NOTE: COUNTY OF RIVERSIDE BENCHMARK: COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS � y ?�flfr° TRANSPORTATION DEPARTMENT NOscAP K®BATA ASSOCIATES, INC. MORENO VALLEY L-3 SHALL NOT COMMENCE UNTIL AN � A. ENCROACHMENT PERMIT AND/ORA �° AAN PPROVED BY: LANDSCAPE ARCHITECTURE LANDSCAPE FLANS GRADING PERMITSI�,.�SSUED. 507 North Anaheim Boulevard Z,'► � Anaheim, California. 92805 CJALC EXPRESSWAY No. CE 33950 (714) 520-5795 LIC. NO. 1219 C.U.P. ^-•++ / Exp, 6-30-06 i-sx-oa :..r. U . P. 3320 ! DETAILS The private engineer signing these plans 1s responsible for assuring the accurac01 y � HALI ' OT17, H DATE ®�__m� HTS and acceptability of the design hereon. in the event of discrepancies arising alter -- ..� pp �/'�/' � p g� � �g �y �q $ 0 � CVA LgF -''—�,,..-- ". �r g "'"°1 !�%..d I f t..E` �;; iJ C� � county approval or during construction, the private engineer shall beresponsible MARK BY DATE. APPR. DATE rF o`� __- "=-`- n't,. F fa PREPARED BY: R.C.E. NO. FOR: W.O. COUNTY for determining an acceptable solution and revising the piens for approval by SCALE: FILE NO. the county. ENGINEER COUNTY RECOMMENDED DATE DATE H ° V.