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941p_lsCOUNTY OF R RS I DE STATE HIGHWAY 79 (SR-79/WINCHESTER ROAD) AND Bi 'Ili LANDSCAPE IMPROVEMENT PLANS SAN BERNARDINO COUNTY RIVERSIDE COUNTY ORANGE COUNTY 7 SAN DIEGO COUNTY I IMPERIAL COUNTY PROJECT LOCATION MAP CCS (CALTRANS COORDINATE SYSTEM) 83 CONSTRAINT TO GPS STATION - POINT NO. 109 PER RIVERSIDE COUNTY FIELD BOOK 2208, SURVEY NO. 6278 NOTE: . " — WORK CONTAINED WITHIN SHALL NOT COMMENCE UNTILESE AN PLANS �tp QRO f p S0 /0f9` ENCROACHMENT PERMIT ANDIOR A Tyy Fc GRADING PERMIT HAS BEEN ISSUED. 9y No. 33950 The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hem m. In event of discrepancies arising after r� C I V 1 V county approval or during construction, theprivate engineer shag be responsible MARK BY DATE APPR. DATE for deteminlng an acceptable solution and revising the plans for app..... b' REVISIONS f gF CA'0 B,",,,.,."«. ENGINEER COUNTY PROJECT & LOCATIM BENtoN Rano `� AIJiO ROnD VICINITY MAP NORTHEAST 1/4 TOWNSHIP 7 SOUTH RANGE 2 WEST SECTION 6 (15 NOT TO SCALE NOT TO SCALE THOMAS GUIDE PAGE 929, GRID B1 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT QR©fESSIo� APPROVED BY: h�QSH,KAyy W 9 m i No. 30560 A. OT"N DATwE��,. G0A% I� �%� sr CIVIL 9Tf OF CALF MENDS DATE 5 I \` II / J i osz azar s > / CONTRACTOR TO EXTEND 2" IRRIGATION / MAINLINE TO WINCHESTER ROAD l \ IRRIGATION CONTROLLER LOCATION: INSTALL CONTROLLER IN MECHANICAL ROOM AND EXTEND CONTROL WIRES IN SLEEVE TO MAINLINE TRENCH. CONTINi SLEEVIRES TO VALVE 1� fi 1 _-.__, %/' I AS INDICATED ON IRR! A ONAPLAN S INDEX MAP UTILITY CONTACTS WATER PURVEYOR EASTERN MUNICIPAL WATER DISTRICT 2270 TREMBLE ROAD PERRIS, CA 92572-8300 COREY WALLACE ELECTRICAL SOUTHERN CALIFORNIA EDISON (909)928-8207 PAM BIERL NOTE IRRIGATION POINT OF CONNECTION TIE INTO POTABLE STUB PROVIDED BY UTILITY PLANS AVAILABLE PRESSURE: 85 PSI METER SIZE: 1" MAX DEMAND: 40 GPM 1. CONTINUED LANDSCAPE MAINTENANCE PROVIDED BY ChevronTexaco PER AGREEMENT LETTER DATED 5102105. 2. ALL WORK WITHIN STATE RIGHT OF WAY SHALL BE COMPLETED IN ACCORDANCE WITH THE CURRENT STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SHOULD A CONFLICT ARISE BETWEEN THE CONTRACT PLANS, SPECIFICATIONS AND/OR DETAILS PREPARED BY THE PERMITTEE, THE STATE'S STANDARD SPECIFICATIONS SHALL GOVERN AS DETERMINED BY THE STATE'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE: (951) 955-6790 DATE: SCALE: ._: H: 11=100' V: N/A INDEX OF SHEETS: S' SHEET NOS. DESCRIPTION s 1 TITLE SHEET 2 PLANTING PLAN 3 CONSTRUCTION PLAN 4 PLANTING DETAILS 5 IRRIGATION PLAN CALTRANS PERMIT NO. 08 -04 -6 -MC -0217 6 IRRIGATION DETAILS c BENCHMARK:PM 30474 (CUP 3359) IP 030089 SHEET No. m•IIIIIIIIIIII, AGENCY: CRY OF TEMECUlADESCR TION BDA4CSTAMPED 2311 9 C _-� K R ARRO=�QATE^ 111=\Itil=lti61'lUi-'S!`C�J-Slli_IJlili`J- © LL✓ LIXAT W.FRMTHE 1.7MES"OMTHEX{T.OFRANCHOCNJFAV AND FREIRT. EET t.]MB.ESNWfX�lFRONTSTREEi-JEFFER30N AVENUE TO THEINT.OF STATE HIGHWAY 79 AND BENTON ROAD CONSULTING ENGINEERS/SURVEYORS/PLANNERS 3EFFERSONAVENUEANONANCHHEINT.OFININAD YSTM MLLES NE ON WINCHESTER ROAD (HWY ]9)TO THE INT.OF WlNCNESTER ROAD AND LANDSCAPE IMPROVEMENT PLANS 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 BENTON ROAD.05 MILES WEST ON BENTON ROM TO THE INT. OF BENTON ROM AND BRIGGS ROM. IN THE NW COR. OF THE W. W NW OF P.P. X1 IWE ON LINE WRH MAILBOXES, IT N OF SENTM, IS W OF BRIGGS. 6 Newport Beach, Catifomia 92660 Fax (949) 756-6444 FOUND FIBERGLASS WITNESS POST t'WEST OF MONUMENT. TITLE SHEET OF V SHITS ELEVATION 1335.240 11 FOR: I W.O. I COUNTY PARE Y- RCE NO � 30560 DATE: SCALE: ._: H: 11=100' V: N/A EX . R.W. SCALE: 1" = 20'-0" - ------- EX. CURB AND GUTTER C WINCHESTER ROADI SR -719 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. EX. CURB AND GUTTER and ameptabilliyofthe design heteon. In ft event of discrepancies arising ager I I I coolly approval orduring corstruftn, the private engineer shall be responsible MARK I BY I DATE for dartertnining an aocaparble soltillort and revising the plans for approval by am miniv ENGINEER REVISIONS FZT1 * ��*E C,MRZTE CURB AND GUTTER BY CAVIL J NEN 0104Y BY CIVIL jv';IFESS/O� A. 0 "4� /* ca a No. 33950 0&/ E*uUm 06/39/06 KHAIL�P4 R. DATE 9rFOF CA\-\ COUNTY RECOMM Magnolia ci. Little Gam' Southern Mocinolla 24" box 21 25# ITON AD 120 568 111 2411 152 1811 102 569 SHRUBS 0 Vistas vegeta Fortnight 1-119 5901. G) Hesperaloa porviflora Red Yucca 5901. 0 Lantana montevIderalls Trailing purple Lantana 10. Lax"llum frutescons Texas Ranger 5 gal. Phormium atropurpurea Purple Leafed Flax 59ol, EMTrachelospermum 5tor Jasmine 1901. josminoldes, 177-11 Decomposed Granite ITON AD 120 568 111 2411 152 1811 102 569 50 5611 41,152 sf. 18" NOTE: ALL LANDSCAPED AREAS SHALL RECEIVE 5" HOOD BARK KLC44IN6zF WITH THE EXCEPTION OF THE DECOMPOSED GRANITE AREAS COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: ,??,OFESS/O* 1§ \ K KA k A M No. 30560 E*vbw 03A/08 CIvii- 4 OF cwi BENCHMARK: - KHFA, wk SM , - WN I CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, Calffbmia 92660 Fax (949) 756-6444 PARE Y: R.C.E. NO.: 30560 SCALE: DATE: 4t --1.7-m H: I. All tress shall be selected L74 Landscope Architect as noted on legend If selection has not been mo(:b then the contractor shall submit phofos indicating the nature of all tree specimens to be installed. 2. Install 5" lager forest floor mulch. 5. All landscape areas sholl drain at min. 2% per Civil Engineer's Plans. 4. store plant material in shade and protect from sun. Ensure on site watering prior to planting. 5. Position all trees prior to plantinq. Final tree and shrub placement to be approved by Landscape Archltvdt prior to planting. 6. All nursery stakes and togs shall be removed from all plant materials after planting. -1. All trees 5 gollon and larger shall be stoked Immediateig after planting. staking sholr consist of two lodgepole pine stokes, minimum eight feet toll, two inches in diameter. Attach poles to tree rilth two rubber hose coated Mrs loops (10 go). 6. All trees within five (5) feet of concrete (walks, curbs, walls) shall be installed with Ifirlecr root barriers. 11. Water thoroughly, immedloteig after planting. Hater settle all backfilled areas thoroughig as necessary. 10. Plant grovndcovers so that after settling, the crown of the plant is even with the finish grade. After planting, smooth soil around plant and water with a fine spray. 11. Sufficient measures shall be taken by contractor to ensure turf areas from damage by pedestrians and workmen. 12. Contractor shall take all appropriate actions to ensure the health, safety, and welfare of the public. at all times during the construction process. 15. Refer to planting specifications for further instructions. CONTINUED LANDSCAPE MAINTENANCE PROVIDED 5Y.ChavronTaxaco PER AGREEMENT LETTER DATED 5n02-05. NOTE All work performed in connection with hie ay planting within the the State right-of-way "I conform to provisions In section 20-4 "Highway Planting " of the current Caltrans specifications. STATE HIGHWAY 79 AND BENTON ROAD 2 SEE SHEET I LANDSCAPE IMPROVEMENT PLANS PLANTING PLAN OF 6 sHTs FOR: W.O. COUNTY '=20' —1 1 1 FILENO. 08 -04 -6 -MC -0217v: N/A ON 11 (I SCALE: I"= 201-00 r1a V 4�all— .4— ra C" 36 CONCRETE CURB AND SUT MR BY CIVIL . . . . . .. . . . BENTON ROAD C4 co C> rn (m co C) (0 CD co t'a 4z L4 1 .11 00 0 tSt LL 4 -4" 101 04 13 CONCRETE CAM AND GUTTER LO F- BY CIVIL DIAL BEFORE YOU OIG WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT 44AS BEEN ISSUED. The �private engineer AgriN these plans is responsildle for assuring ,arua1y and amapsibility of the deso hereon. In the event of discrepal ng after county approval or during conswofion, the private engineer shall be responsible MARK BY I DATE for determining an acoeptable-solution and revising the plans for approval by I NEW DRIVEWAY BY CIVIL NOTE: CONTRACTOR SHALL ENSURE THAT COWCARETE MOYGTRIP WILL RUN CONTINUOUS AND SMOOTHLY WITH RADII IN TANGENT WITH EACH OTHER. CONTRACTOR SHALL INSTALL M0106TRIP FOLLOWING THE INTENT OF THIS LAYOUT OR IT WILL BE REJECTED. I COUNTY OF RIVERSIDE 0 f E S 3/0*' TRANSPORTATION DEPARTMENT 0 ey APPROVED BY: ZI! No. 33950 KHA A. OTH IN DATE Ir rivii -4 APPIR. DATE� OFC is �* 6,040 DATE "La REVISIONS I COUNTY *RECOMMENCIEDWOW f, ev" EX.CURB AND GUTTER 0 00 '0000,00 A, -400 --4 'az - QRpFESStp \A, KA# No. 30560 We= DV3110B Jr elviv OF CM0 mm BENCHMARK: KHR A88000ATHE CONSULTING ENGINEERS/SURVEYORS/PLANNERS SEE SHEET 1 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, California 92660 Fax (949) 756-6444 PARED R.C.E. NO.: 30560 SCALE: DATE: Ad-17--Iev- I H: 1"=29 V: - INE PM 30474 (CUP 3359) IP 030089 SHEET NO. STATE HIGHWAY 79 AND BENTON ROAD 3 LANDSCAPE IMPROVEMENT PLANS CONSTRUCTION PLAN OF 6 sHTs FOR: W.O. COUNTY f FILE NO. 08 -04 -6 -MC -0217 U 94l P LEGEND © PORTLAND CEMENT CONCRETE MOW -CURB O2 1/2" TOOLED RADIUS, TYR �3 2" SHRUB/ 6ROUNDCOVER ® NATIVE SOIL, REFER TO 6EOTECHNIGAL REPORT O #4 REBAR CONTINUOUS 1" TLff Note: cir_arp. rurb at 10' linear distance. and all anale ooints. f, 6" CONCRETE MOW CURB 5 SCALE: NTS NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineersigning these pians is responsible for assuring the accuracy and aomplabilityof the design hereon. In the event of discrepand9 aria ng after county, approval or during oonstru don, the private engineer shall be responsibie MARK BY DATE for determining an acceptable solution and revising the pians for approval by REVISIONS APPR. I DATE COUNTY n �o Q&OfESS1,9* yam@ p A, pTy�' Fy � � a a No. 33950 �r� os/ao/as l e f l\ - OF \- OF c k\.\ LEGEND OI SET CROWN OF ROOTBALL 2" ABOVE FINISH GRAPE ® 3' DEEP TAMPED EARTH NATER BASIN AROUND SHRIB, FILL KITH MULCH 0 MULCH FINISH 6RADE O PLANTING PIT TO BE 2" SHALLOW THAN ROOTBALL AT CENTER, BUT DEEPER AROUND HOLE'S EDGE TO PREVENT SETTLING. PIT TO BE TNICE THE NIDTH OF THE CONTAINER O PLANT TABLET BACKFILL ® SCARIFY %06RADE __.LEGEND © "INFILL"PLANT, AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDCE5 �2 TYPICAL PLANT, 5PACING VARIES - SEE PLANT LEGEND AND PLANS O 112 "EQUAL", MAX. AT ED6E5 EDGE OF PLANTING O 12" (5HRUB5) S" (GRCJUNDGOVER) eual a ual Note: All groundcover 51hall be, planted at equal 5paGing PLANT SPACING TREE STAKING 1 2 SEAL -ENGINEER BENCHMARK: COUNTY OF RIVERSIDE _ TRANSPORTATION DEPARTMENT @R0FESS>0'b ' _� APPROVED BY: �5� KAlyqKHR A8 ®�9AT SEE SHEET 1 z CONSULTING ENGINEERS/SURVEYORS/PLANNERS fY Lcor No. 30560 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 OT AN DATE Ltim_ 03014 Newport Beach, Califomia 92660 Fax (949) 756-6444 Ar �q�FI CAUFo¢��P PREPARE Y: R.C.E. NO.: 30560 SCALE: FOR. Irv—ENDED DATE DATE: ��� H; N/A �/_ N/A :ND RUBBER H05E OVER WIRE TIES SET CROM OF ROOTBALL 2" ABOVE FIN15H GRADE DEC-OW05ED GRANITE MULCH 3" DEEP NATER BA61N FIN15H GRADE BACKFILL TREE 5TAKE5 PLANT TABLET PLANTING PIT SGARIFYIN6 Sly -GRADE WATER SETTLE 501L AROUND ROOTBALL TO ANCHOR IN PLACE I►2 TREE TRUNK LE6EN[J TIE FROND5 WITH ORGANIC, THINE BEFORE PLANTING �2 PALM TRUNK TO BE PUM ® 2" LAYER BARK MULGH ® HN154 GRAVE 0 BACKFILL OF 100% WASHED PLASTER SAND ® ROOTBALL O PLANT PIT b" XIS" PERFORATED PIPE FILLED KITH 6RAVEL TO DRAIN PIT d PM 30474 (CUP 3359) IP 030089 SHEET NO. STATE HIGHWAY 79 AND BENTON ROAD 4 LANDSCAPE IMPROVEMENT PLANS PLANTING DETAILS OF 6 SHTS W.O. NTY FIENO. 0$-04-fiviU,"217 tri 94t P CALTRANS RI&HT OF WAY NOTES — — 1. IRRIGATION PLANS ARE DRAWN DIA&RAMMATICALLY FOR CLARITY. CONTRACTOR TO INSTALL ALL MAINLINE, CONTROL VALVES, GATE — VALVES, (2 UICK COUPLERS, ETC IN LANDSCAPE AREAS OUTSIDE OF CALTRANS RIGHT OF WAY. EX EDGE OF FAVEMENT. SCALE: I" - 20'-0" � 2._ WHERE IRRIGATION SYSTEM 0P -055E5 INTO CALTRANS RIGHT OF WAY, - - — — "— — —"— — CONTRACTOR 15 TO INSTALL A &ATE VALVE IN51DE THE RI&HT OF WAY. 3. No OPEN TRENCHING ACROSS ROADS IN THE STATE RIGHT OF WAY. BORE wiNCHESTER ROAD / SR -79 AND JAriK 15 THE ACCEPTED METHOD OF &ETTIN& PIPES UNDER THE ROADWAY. SCALE: In = 201-0" m® 1-1/2" ftr•AI-1 23 211 W-Vt- 11 1/211 If �" 3/411 II2 3/4" \ 1/2" 1/2" I/2" I/211 - - - 3!411 -411- 4 9 I" WINCHESTER ROAD/ 211 SR -79 y]m►2Sbr NOTE: WORK CONTAINED VVlTHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. 3 \ 29 23 12 28 1 15 10 15 9 F 1160 1" 32 7 L11 BEWON 1-1/4" ------ ROAD -- - I IFIGATIONS AND IRRIGATION DETAILS FOR INSTALLATION 1/2" /�,�-- 1-I/4" ---,--_ � REFER TO --- PROCEDURES. 3/4 - .. -- 12" f2" - I 3/4° '�- - ` 1 2. 517E PROVIDED BY KHR ASSOCIATES. SYSTEM HAS BEEN I/2 /2" I/211 /2° li - 3 /� DE-516NED BASED ON THE FOLLOWING STATIC WATER PRE55WX-S: 112" 3I4° _ P.O.G. #1 119 PSI 1/2 -� - /4 1/2 1/21 —. I/2„ s/a I 011d . . II2" I/2" I/2"�' 3. CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTED. - JIM 3/411 3/411i!2 • g�E �\` ! LOCATIONS FOR EACH TAP PRIOR TO ORDERING MATERIALS OR STARTIN6 " 1/2" 3/4" 1/2" o'I r ANY IRRI6ATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFEREt E ' FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE A55UME5 FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS \\ p� DIRECTED BY THE CONSULTANT. r, 4. EMITTERS ONLY ARE TO BE INSTALLED ABOVE C-4kADE AND ALL PIPING SHALL BE THROUC--+�Y FLUSHED PRIOR TO EMITTER INSTALLATfON A5 _ IRRI&ATION LE6EW INSTALL IRRIGATION SLEEVES UNDER ALL SIDEWALKS 6 ROADWAYS PER SYM. MAN FACTLN;MR P51 6PM RAD. b8G0 RAINBIRD 1812-SAM-PR5-10 30 39/53/:'I9/ISS 10 ♦! } RAINBiRD 1812 -SAM -PRS -15 30 OA2/1.85/51 IS Ak RAINBIRD 1812-5AM-PR5-15VAN 30 O.a2 15 RAINBIRD XBO-60 MULTI -EMITTER DEVICE INITH I" LATERAL 1-2" SDR 35 PVC PG-IO/DT.O25/DBG-025 - 1 1/4" LATERAL 1-2" SDR 35 PVC RAINBIRD PGA REMOTE CONTROL VALVE 1 1/2" LATERAL 14" SDR 35 PVC (� RAINBIRD XCE-100 COM CONTROL VALVE KIT 2" LATERAL 1-41, SDR 35 PVC 1-I/2" FEBCO 825YA RP BACKFLOW PREVENTER N BALL GATE VALVE --- �/ QUICK COUPLING CLASS 200 PVG LATERAL LINE ❑G RAINBIRD ESP 24 -MC W/ RAIN5EN50R E ._` 1-20 CONTROL WIRES 1-2" SDR 35 PVC $ EMITTER %+WULE 21-40 CONTROL WIRES 2-211 SDR 35 PVC PLANT TYPE FLOW NO. or- OUTLET 24" BOX 40 GPM 4 N 15 6AL. 30 6PM 3 5 GAL, 10 GPM I I GAL. 10 GPM I -" _- DURATION OF THE MAINTENANCE PERIOD AS OUTLINED IN THE EX. R.W, _ _ _ LANDSCAPE SPECIFICATION. CONTRACTOR 15 RESPONSIBLE FOR - - - _ - REPLACEMENT OF ANY PLANT MATERIAL Iii iICH DIES MRIN6 THE _-- MAINTENANCE PERIOD A5 A RESULT OF EMITTER CLO661W5. - - 5 INSTALL RA#N $iRD 1800 SERIES PLASTIC NOZZLES ON ALL SPRAY - ____ VARIABLE ARC NO7Z1 E5 WHERE NEGE55ARY TO PROVIDE BENTON ROAD WAD T HEAD COVERAGE AND PREVENT OVERSPRAY ONTO PAVED SURFACE. NOZZLE SERIES TO BE BASED UPON THE FOLLOAIN& �? SCHEDULE: DISTANCE OF HEAD SPACING NOZZLE AND LESS 5 b' TO 11 8all TO al" 10 5ERIE #ES 10' TO 11' 12 SERIES - 12' TO IS` 15 SERIES INSTALL RAIN BIRD PG5 PRESSURE GOMPENSATIN& SCREENS ON ALL P _ - AIABGA6 TO SCHEDULE IN RAIN TAAL FOR A IA SCREEN. 110A i 211 11 2 2_ 1/2 5/411 -- - - _ 3/4" it 11 - _,- - �- - - _ -- - 1/211 _ _ 4 The private eng rw sgrung these phos rs responsible for assudng the accuracy and acce0leli lyof the design hereon. In the evert of disrxepanaes arising after county appmd or du ft consbudon, the private engineer shall be responsible MARK BY DATE fade*ff*ftanacceptabtesolutionand revimVthe plans; for am .... by ENGINEER REVISIONS o QpOFESS/49*. A, Oile No. 33950 � abt3o�s � Z. DATE 'TF OF CAUFp�� COUNTY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: s `p QVtOFESStpA, �SN.KA#4. �y No. 30560 A CIVIL �Q OF CAU��� 6. INSTALL IRRIGATION SLEEVES UNDER ALL SIDEWALKS 6 ROADWAYS PER THE FOLLOWING SCHEDULE: PIPE SIZE OR W1RE QUANTITY REQUIRED SLEEV 5) 1 29 DRIP TUBING 1-2" SDR 35 PVC I" Ilb0 " - _ 3/4" LATERAL 1-211 SDR 35 PVC -- I" LATERAL 1-2" SDR 35 PVC ?�� WW_ - l - 1 1/4" LATERAL 1-2" SDR 35 PVC -^' 1 1/2" LATERAL 14" SDR 35 PVC 2" �, ,,- • - 2�� �, A�... �` 2" LATERAL 1-41, SDR 35 PVC _ ' i" PRE59PZ SUPPLY LINE 1-21' SDR 35 PVC '� " I" % f \ -3/4 - 3/4 - 1-1/2" PRE55URE SUPPLY LINE 1-4" SDR 35 PVC --- �/ 2" PRESSURE SUPPLY LINE 1-4" SDR 35 PVC 2-1\2" PRESSURE SUPPLY LINE I -b" SDR 35 PVC ,_"--- -- - �- 3" PRE55URE SUPPLY LINE 1-6" SDR 35 PVC E ._` 1-20 CONTROL WIRES 1-2" SDR 35 PVC $ I/2" 21-40 CONTROL WIRES 2-211 SDR 35 PVC T WHERE STATIC WATER PRESSURE EXCEEDS 80 P51, CONTRACTOR TO PROVIDE N A WILKINS PRESSURE REGULATOR W1TH A FACTORY SETTING SETHEEN 50--I5 P51 AND INSTALLED W57REAM 51ZE OF THE BAGKPLOW PREVENTER. 8. IRRIGATION SYSTEMS WITHIN THE STATE R16HT OF WAY SHALL BE INSTALLED IN ACCORDANCE W1TH THE PROVISIONS IN SECTION 20-5 "IRRIGATION SYSTEMS" OF THE CURRENT CALTRANS SPECIFICATIONS. BENCHMARK: KHP R�SOCIP,T�S CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, Califomia 92660 Fax (949) 756-6444 :PARED R.C.E. NO.: 80560 SCALE: DATE: :2�H: SEE SHEET 1 V: m v 0 N E PM 30474 (CUP 3359) IP 030089 SHEET NO, a U 0 STATE HIGHWAY 79 AND BENTCN ROAD 5 LANDSCAPE IMPROVEMENT PLANS �+ SHT'S E IRRIGATION PLAN V OF W.O. ifle o 08 -04 -6 -MC -0217 y r✓i 9orl P LEGEND Q BACKFLON DEVICE SHALL BE CERTIFIED BY AN APPROVED AND CERTIFIED BACKFLON PREVENTER TESTER �2 BACKFLON PREVENTER NI6T BE TE5TED BY A CERTIFIED TESTER BEFORE FINAL APPROVAL 15155UED. U3 COPPER FITTIN65 SHALL BE CONNECTED KITH LEAD FREE SOLDER JOINTS. FIN15H GRADE IA XRNEATH THE BACKFLOW FREVENTER 5HALL BE AT 95% COMPACTION. Q ALL NIPPLE5 TO BE COPPER OR BRA55. 0 PIPING UNDER THE CITY R16HT OF NAY MUST BE TYPE "K" COPPER. O BACKFLOW DEVICE SHALL BE ENCLO5ED IN A LOCKING d VANDAL PROOF -PROTECTIVE E1NC�1_05URE 12• 24, �. Mnrehed Grade L15T OF MATERIAL5 y aanpl outlet Pitt ro QI Febco 825YA reck�c, Iry princ le taackfiow In Law As Requrred prevention asserr ilt, bdi! valves �nre1 ovnet Q Pipe spooi, tt�e "L copper, 314" On 2112. Q 90° oil, copper, 314" tliru 2112 Inlet � Stan ®Pipe union, brass or copper. AN Possible. Q Hatt$ series 7n "Y" strainer BACKFLOW PREVENTER ASSEMBLY E ( FIN15H GRADE IQ IO" ROUND VALVE BOX BRAND "6V" ON LID OF VALVE BOX TO REST ON 6RAVEL 5UMP. Q 314" 5CREEW-0 GRAVEL SUMP I CU.FT. ® 6# GLA-% 160 PVC 5.EEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRE59)RE 5UPPLY LINE. Q PVC PRE55URE SUPPLY LINE O6 SLIP X MIPT 56H.40 PVC ADAPTOR (2) 0 GATE VALVE YI/ BRA% CR055 HANDLE 0 PVC LATERAL- 45 ELL TO PROPER DEPTH - REFER TO TECHNICAL 5PECIFICATION5. (2) RECTANGULAR VALVE SOX BRAND LID KITH CONTROLLER AND 5TATION NICER, REFER TO TECHNGAL 5PECIFICATION5. VALVE BOX TO REST ON GRAVEL 5". O FINISH GRADE 5PEAR5 PVC GRAY BALL VALVE, 5CH. 80 Q VALVE 51ZE X OL05E 5CH. 80 PVC NIPPLE, TYP. O 5GHA0 PVC 90 ELL 5LIP X 5LIP ® ELECTRIC CONTROL VALVE Q 314" 5CREEhED GRAVEL aJMP- 2 CU. FT. 5CH. 40 PVC PIPE, LENGTH A5 REQUIRED. 10 APPROVED 6EOTEXTILE FILTER FABRIC EXTENDED 10" UP VALVE BOX EXTERIOR NALL5- ALL 51DE5. II 5ERVICE TEE- 5OLVENT HELD OR (5A5KET FITTING- REFER TO 5PECIFICATION5 12 PVc PRB51RE SUPPLY LINE NOTE: DIAMETER5 OF R15ER, FITTIN65, BALL VALVE AND NIPPLE 5HALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPARE NIRE5 FROM CONTROLLER IMIDE EACH VALVE BOX -12" DIAMETER LOOP (MINJ LEGEND 0 5ET BOTTOM OF CAP AT GRADE Q CURB AND GUTTER OR CONCRETE EDGE NHERE APPLICABLE 4" OR b" POP -W 5PRAY HEAD 112" X 2" 56H.80 PVC, NIPPLE Q 112" MIP X FIP MARLEX 9O ELL (2) Q 112" X 8" 5CH. 80 PVc NIPPLE 112" MIP X FIP MARLEX a0 ELL Q 5OVENT YIELD SCH. 40 PVC FITTING O PVG LATERAL PIPING GATE VALVE TO 2m 1 /2" ELECTRIC CONTROL VALVE 1 POP-UP SPRAY HEAL? SCALE- NTS SCALE- NTS SCALE- NTS NOTES: I. BELOW PAVED AREAS A MINIMIJM OF b° LAYER OF CLEAN FILL 5AND 5HALL BE INSTALLED ABOVE AND BELOYI PIPING. 2. PROVIDE MINIMUM COVER OF 24" ON PRE55L RE SUPPLY LINE5 3" AND LARGER. TRENCHING %PIE SCALE -NTS 0NON PRE551)RE LATERAL LINE CLEAN BACKFILL ® CONTROL NIRE5 ® 56H. 40 5LEEVIN6 FIN15H GRADE ® PRESSURE SUPPLY LINE O MINIMUM 2" OF CLEAN EARTH CONTROLLER LEnB2jw7CORRE5P0NVENCE FIELD UNIT NJMBER ON 51D 5W,FACE OF isi• ©CONCRETE •.D 6RADE . ROD W BRONZE CLAW AND I •I-' f/ VALVE BO • OUMT17Y A5 RECOMMEN12FD I :w rr BARE COPPER w vE_> w / 11. Q IN 5AIEEP6ROMMIRE Q iEr !:- i v ELECT. 5NvirE ,-• ELL To AvjAcENT CONTROLLER ROD(5) 5HOMW CONTRACTOR TO 5ET UP A 5AMPLE PEDESTAL FOR CONSULTANT REVIEW AND APPROVAL PRIOR TO IN5TALLIN66 BALANCE OF FIELD UNIT5. INSTALL A 30AW D15CONNECT W b.25 AMP W5E AND 120v DUPLEX RECEPTACLE INSIDE PEDE5TAL. ALL ELECTRICAL HORK TO CONFORM TO LOCAL CODE. LE6EM1 OI 10" ROM VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL 53PECIFICATION5; VALVE BOX TO REST ON 6RAVEL 5UMP. O FIN15H GRADE Q3 CAP ® 314" SCREENED GRAVEL 9W- I CU:FT. O QUICK COU LIN6 VALVE O to 56H. 80 NIPPLE LENGTH LENGTH A5 REQUIRED O 5TAINLE55 TELL CLAMP O8 I- I" X 3" 56-H.80 NIPPLE ® I" 5CH.&O FIP X FIP q0 ELL f0 IN 5CH.80 PVC FIP X FIP 90 ELL H I" X 12" 5CH. 80 PVC PIPE NIPPLE 12 112" X 3b" GALVANIZED 5TEEL 5UPPORT PIPE I3 In 5CH. 80 PVC PIPE FIP X FIP q0 ELL 14 I- I" X 3" 5CH.80 PVC NIPPLE I5 SERVICE TEE- 5OLVENT YIELD OR 6A5KETED FITTING. REFER TO TECHNICAL 5PECIFICATION5. f6 PRE55RE 50PPLY LINE CONTROLLER ASSEMBLY QUICK COUPLING VALVE 4 2 SCALEn NTS SCALE- NTS m 0 -E T N E DIAL T�MDAY WD WORE BEFORE onus RE YOU OIG YOU DIG - m TOLL FREE - 1-800-227-26M G GC NOTE: SEAL -COUNTY SEAL -ENGINEER BENCHMARK: ,} A PM 30474 �}a� n CUP 3359) (CUP /�e� {� IP 030089 SHEETNO. j COUNTY OF RIVERSIDE S WORK CONTAINED WITHIN THESE PLANS Q%OFESS/off 9 TRANSPORTATION DEPARTMENT q(i3OfESS/pA ��_® 3 SHALL �� o n. o Ty APPROVED BY: `�' K � Q H AIF �� �M` KHR ARMOCHQTE STATE HIGHWAY 79 AND BENTON ROAD ENCROACHMENTMPERMIT ANDIORA c �E c �'a SEE SHEET 1 GRADING PERMIT HAS BEEN ISSUED. ,zP z 7�cvS CONSULTING ENGINEERS/SURVEYORS/PLANNERS LANDSCAPE IMPROVEMENT PLANS m Na 33950 ^� r :asm: Sl {t KHALA. O A DATE No. 30560 1101 03/31/08 4100 Newport Place Drive - Suite 200 Tel (949) 756-6440 Newport Beach, Califomia 92660 Fax (949) 756-6444 IRRIGATION DETAILS OF 6 SHTS m The private engineer signing these plans isresponsible for mudngthe accuracy and acceptability of the design hereon. In the event of dfs Wncies arising atter county approval or during con*uction, the private engineer shall be responsible `rT C I v i v 9lF Q , JT C I v \- �� 9TH � " MARK BY DATE APPR. DATE PREPARED R.C.E. NO.: S 0 FOR: W.O. COUNTY for determining an atxptabkiugon and revising the plans for approval by REVISIONS �4�\ OF C h'0 1 r +� OF CRL\F � Al�,r �.�-A.�. DATE: ®� SCALE: NIA N/A FILE N0. 08 -04 -6 -MC -0217 ,/� the county. ENGINEER COUNTY RECOMMENDS DATE — — H: V: , iAIJ P