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HomeMy WebLinkAbout1440-L 'AL ,LNSE INS] ALLAi ION THE FOLLOWING DETAILS APPLY ONLY TO CALSENSE CONTROLLER SYSTEMS THESE DETAILS ARE TO BE USED SOLELY FOR THE INSTALLATi )N OF CALSENSE EOUIPMENT _ s x x i F TUME SENSOR VALVE BOX & LOCKING COVER , ,t tMBOSSED 'IRRIGATION # ISTA. NOI 1x -.0 N_LID, CONNECTORS fVffSH GRADE ITT COMMON WiRE SENSaR iit CONTROL-- •.. NEW VALVE 4 VALVE C�Q Y ROCK lUR WITH IM RMT SYSTEM At `K M� AM L[HGTH �� >< � 14 AWG WIRE TO SENSOR f xtSTiNC3 EXISTING REMOTE CONTROL VALVE 'VALVE TE a NTROL REMOTE C z TE IRRIGATION S IRR A NO G ON PA 1. THIS DESIGN DIAGRAMMATIC. PENT A IN VED IS DEI ISE AND PIPE k x Q� � TA R CLARIFICATION Y 0 T INSTALLED A FOR DESIGN CL I IC i L AM 0 AREA IS 0 ON ON IS 0 BE I r MITHIN PLANTER AREAS. i I< 2. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED F FLOW SENSOR T O T T KN S RUCT R T I U T F El0 HA UN O�AI IONS WHEN I IS OBVIOUS S IN HE I 08 0 1 � GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN AT THE TIME OF 013G`. VALVE BOX & LOC ING COVER 1 01 TURF MRAs M *IRRIGATION ED '':::•:;�<:�;:;;•: .::::::.::. BOSS �TA-�LQ,)' A J DESIGN. SUCH CONDITIONS SWILL BE BROUGHT TO THE IMMEDIATE r a+ sHRus AREAS ATTENTIONOF THE CITY INSPECTOR PRIOR T INSTALLATION. IN THE N LID. I I 0 0 FD'RSH GRADE <' R T NOTIFICATION T F T IRRIGATION L •� EVENT HIS NO IFIL ION IS NO PERFORMED, HE I IOM TERNATE A IRRIGATION >< TI N O v P R ANY A A A A U F RES RESPONSIBILITY FO AND L CONTRACTORSHALL ASSUME FULL ON I L U�14 EASEMENT ::' JTI <' NECESSARY REVISIONS. o � WATER-PROW _ _ - _ _ EXISTING W �N ]EQUIPMENTEXIS 00 � FENCE I c o ST Y _ '� CONNECTIONS �... 7. SYSTEM OESIGR IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT III — =I I I � .nIHDo DaK EACH POINT OF CONNECTION AND MAXIMUM GPM DEMAND SPECIFIED. R s PIPE — u PIPE DIAf•ETERs -"-- IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIG DtAHETERS _ .- I R R� _ -x - ----__ _._._._. i •..- ,� . TO CONSTRUCTION AND IMMEDIATELY NOTIFY CITY INSPECTOR OF ANY —I� �—FLOW TORO 300-01 N�RM3AT10N HEADS LL �� Y DISCREPANCIES PRIOR TO COMMENCING WORK. HUNTER I- 0 ° �� ��L° Z�A - 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO • z��r y o �tNLtK WEATHERMATiCTURBOJ2 3 FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF `J OR EQUAL s'-I • �- l,� WITH THEAGENERALRCONTRACTOR AND OTHER COORDINATE SSFORRK Q. Ion RELOCATE CONNECT.TO 4 CT TO . Q LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAYING, A. W o MASTER VALVES fXISTifdfa`1dh+3}NLfNE' HARDIE 102 SERIES EXISTING CONTROLLER X Tom' AND STRUCTURES. c � �,&G>�. sum suw . � PEA GRAVEL TORO 216 SERIES _ S. WATER SERVICE LINE BETWEEN POINT OF CONVECTION AMID METER SHALL BUCKNER 26000 SERIES BE INSTALLED BY MATER DISTRICT. NMN LINE FROM METER TO OR EQUAL ARROW R Q U E BACKFLOW PREVENTOR SHALL BE INSTALLED BY CONTRACTOR. WATER 1 METERS SHALL BE SUPPLIED BY WATER DISTRICT AND INSTALLED BY CONTRACTOR. QUICK COUPLERS y ___ _ ;� Z r 3,1.. .. 6. 120 VOLT ELECTRICAL POWER JUNCTION BOX FOR AUTOMATIC CONTROLLER WALL MST INSTALLATION INBI IO 33DLRC CHAMPION OCV-100VC SHALL BE PROVIDED BY CONTRACTOR PER LOCAL CODE. IRRIGATION BUCKNER 25000 SERIES CONTRACTOR SHALL BE RESPONSIBLE FOR THE ELECTRICAL CONNECTION OR EQUAL OF CONTROLLER TO THE JUNCTION BOX PER LOCAL CODE. 7. FINAL LOCATIONS OF AUTOMATIC CONTROLLER ENCLOSURE AND THE :.. MALL IRJt1MT CIVIL Lot PRESSURE REGULATORS MAMIM ',(GALVAN11" LOCATE _ _ BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY ILKINS 500 SERIES -ATTACH TO 'UNDERSIDE OF BRIDGE PER! � INSPECTOR. CLA-VAL 90-01 SERIES CAL TRANS DETAILS THIS SHEET t1CISTTNG BACKFLOW PREVENTER 8. UPON COMPLETION, CONTRACTOR SIMM PROVIDE A REPRdDUCIBIE SET OF 1. CASH ACME DB-86-U BASRA QNNEC�I �II r Ole/. 40 P.V.C. Q 'AS BUILT DRAWINGS'. THESE DRAWINGS SHALL INCLUDE A COMPLETE LO°t "i'T OR EQUAL YP.1 TMO 1kfiNlX NE ; VALVE SEQUENCE DIAGRAM. SAID DIAGRAMS SHALL BE REDUCED TO A 'U� Dot • LEGIBLE SIZE, LAMINATED. AND ATTACHED TO THE INSIDE OF EACH iT HV ' D� VALVE BOX CONTROLLER. REFER TO COVER SHEET FOR METHOD. I�troraENDED FOR ' o N Z O t� VOLT :; LARGER COiTROLLLEIM HRI� STY VALVE BOX 8.9 _ li Mr•—� -- —�____.. _..._... —', _..- — ! All WIRE SPLICES SHALL BE MADE MYTH wATERPf►ooF�. LocALIN an �cOxi :�; CARSON INDUSTRIES 1320 SERIES Com' URINE/CO�TRIl WffeEi BROOKS 12-12 WICCAST IRON LID ' _ /t CONTRACTOR SHALL VERIFY OONDrt10N AND LOCATIONS OF EXISTDI(3 MAl11L�E RI RIGID CONDUIT. OR EQUAL ~ .� EXISTING MASONARY WALL AND CONNECT NEW VALVE WITH 1-ur SCH.10 PvC MAINLINE POPE AT tr DEPTH. --- -- >''''!'• L,J 11.. CONTRACTOR SHALL VERIFY CONDITION MID LOCATION OF EXISTNG FFMATiON FIIRSM GRADE ONTROL VALVES 'EXISTING PIETAiNtNG WA;LL ,��•�:; LATERAL ONES AND CONNECTNEW SPRINKLER HEADS AS SHOWN ON PLAN WITH INBIflD EFA-CP-PRS r:. E -C 9/4•CLASS 200 P �:: �1';•' -: - _. VC PIPE AT 1 r DEPTH. RI — — _ — TORO 216-27 SE ES _ I _III - _I II I III _I - -II II I- 1 SERIES II III BUCKNER 20 30 S IE — OF DIRECT — SM AL — — At >= I II — f _ II —1111 f -- — — _ WIRI T NG VALVES O `r{:�j}:{!:$:?i}}::i.. 'L:Y`.L}:L:i:;:$.:7iiilri:i4< •}}i:•}}:•i}}::. OR EQUAL .:.._ 1=1111=1111=1111= _ _ _ _ _ .MILL =11 =1111.1 I I1.I I I I.1111=1111Ei l I1EI I I1EI I I ISI I I1=1111= TE VALVES ;f REFER TO SHEET L-3 FOR ADDITIONAL DETAILS`' IBCO T-113 ® xX1Ti1VG HAMMOND 18 600 SERIES , EiuKSTE ©NTI4 CHAMPION 4000 SERIES C OL YAtVE OR EQUAL gt$T7NG CONTROLLER i 4STALLATiON IN CABINET . M , OT oL vALr� � � � � • (Ac c � DUCED PRESSURE BACKFLOW �.;<•••',':•::;:::;•. BCO 825Y <:: _::. CLA-VAL RP-2 WRLCINS 575 SERIES �>``` `�````"`.. ` � � IRRIGATION LEGEND• � , . i = OR EQUAL �����z �� �;:, VALVES R1V'ER stMBOI MrIRE NOOEL Nll. BESCRIPTION B11011 PSI ON PRTTERII BETAIL CONTROLLERSMISTURE SENSORS ' ` TOR) >4D••Al STERN NBTOR SINN` SPRAY 14' .W. 1.44. t.w K1N.0" A CALSENSE 2000 : :: O O O Q.N.F c ca"I GRISWOLD SCANEX 10 I WIRES RAMVBIRD ISC-8 WMYDROVISOR L i MIN BIM 1EFA-CP-PRS SERIES BRASS REMOTE CONTROL VALV INSTALL IN PLASTIC COATED L " �` . i CHRISTY VALVE BOX. INSTALL WITHIN PLANTING AREAS. 1 CAL SYSTEM AND RAINGUARD < ;: t fI OR EQUAL , L ® NANSIE I82 SERIES MASTER VALVE. NORMALLY OPEN. :INSTALL PER LINE ORAMIfiVG AT P.O.t;.l WATER FLOW V1 NISCO 1-113 LIVE SIZE GATE VALVE KTN ON 111RNIRC NRNOLE WiTNTII A CNRTSTT i-S Y ~ CONCRETE VALVE BOR WITH A CZ7S.C.I. LID AND 120 ADS EXTENSIONS (AS REQUIRED) CAL TRANS- STANDARD DETAILS IRINLINED SIZED. P M k CONCRETE MOW CURB TOP p� (TYP.) O MIN BIM 33 OLRC QUICK COUPLM VALVE. INSTALL VfTNIN PLANTERS. MASTER FLOW .BACKFLOW PRESSURE WATER MiDCEa DECKtTER VALVE _.. Af TAIt31 S111AP TO MMLI.iNIDCE RWiL. -" --------- ' 0 � ENCLOSURES V2' REDUCED PRESSURE BACKf 1011 PREYENTER. INSTALL r[TIiIII RNITER S`IrN�' VENT ES T 1 N G 'PRE ER QDSTIIIB WIM BRiOCE -'� - ` 'jr.[TC.01TN 1/2-CAPSULE AMMON NALL.BMXE RAIL.RETAINIM : 1 1• .: � , e WILKENS 500 SERIES PRESSURE REGULATOR - LINE SIZED' 2' T OR STIR ANCHOR AND LOCK WASHER HALL.ETC. .. �' •. ! ' 1 B ' . CALSENSE CALSENSE fM+ (24 STD.) APROMATIC CONTROLLER WITHIN A 1WUG-I-MZdJ !IK•'BM NIkE I .. 1 x p CALSENSE CALSENSE FLOW SENSOR.jCONTACT CALSENSE FOR PROPER FLOW SENSOR s$IZ1NG ' �- i: ;::. 1 1 • _,� X ( ) APPROVES $QA. 40 PVC LATERAL - 12' MINIMUM COVER (FLAN SIZED) • t K APPROVED iI1LVANIZED MAINLINE. LINE SIZED PER PAN - rM ! 1 O CITY B►RrI IR CONTROL :LJ L'_:�---�--- ��i_.T• •• f (�_) AMROVEo POLL 40 PVC SLEEVES. EXTEND ENDS OF SLEEVES 1t• BEYOND INRDSCAPE SURFACES ABOVE. DESCRIPTION OF REVISION LATE MROVED CONDu' :,. .. I INKS 1,�M,� SCALE: l -20'-O' • ISU►PLY lllE)� 1•• APPROVES SOi. RO PVC. (t otAIETER) FOR La VOLTAGE YF CONTROLLER WIRING. �ER OolftRol ' �r�1 Safi f CITY OF RANCHO CUCAMONGA CONTROLLER STATION ��� A �. • r • oLr FEEL PIPE ~ wY►PL t 1 1 `__ '.. • •: T L'"E' i •:� r VALVE SIZE ARROW ROUTE BRIDGE WIDENING _ _ ._. -�_ .. :'; .. • ilB'•>< r STEEL $TRAP • r DIC I NBIE: CALSENSE EPRIIPIENT.ts MRIUrIE TNRottNill: AF tt r SMIL STRAP NI'0/C ��� �: BRIDGE RAIL.LEDGE.SLOPE M• LINTi1RE TR FABRICATION . . _ CALSENSE-CALIFORNIA FORMA SESUITE NSOR CORPORATION SALrA1W2E AFTER FABRIC TNM ♦ iMOTH.OF STRAP AS REOlAREO I0T5 CORTE DEL NODAL. LENGTH OF STRAP AS REOLNRED �� : ,2"Ou.LDER WHEN AVAILABLE /� GI19) 43. CALIFORNIA (2009 orY cwE FMGATTON' KAN _! ' . ' (i19) 43d-0525 IN17a1R1 B/MER 1 .�•.•. :••• . . FSI WrEs ' �„ ��, �, Macs 1Rf11 MN-Ptw IDN NOTE- REFER TO SPECIFICATIONS FOR ALTERNATE APPROVED BY: DATE: — OPLL TO K K VIC BMpNEER ORPLL TO KL APW BY TIE BIdNEER. BiMLL � _ 1pLEf B RELou►rE0 :TSL EQUIPMENT SELECTIONS CITY ENGINEER RC.E N0. 24.953 TIE MAi�01E0 S VIALl �r Ri BtT11 PCC tM01lTAR. TIE ABA NNLES fIMLI BE FILLED NiTM PCC TAIL DESIGN RECOMMENDED IL FCAPSULE MBMBS AIQIOR ?� >Y► BM STII AM 10 IOONCaETE Ati0MAGE SHALL COW COW AM• f11ALlTW3.'MSCliLLA�E BLC Tom. 'YS13=LLAIfOUS BRDOE 1ETAL'.Oi TIE fTAIOARO.Px TI !E(;fKA A U I LT J.P.Covidson^wwoc1wtw% In L MICN011 BEA w INNR VIA TIE BWItTEIF 4. ANICNOR DECOMf MMLL K A WPM OF B*IT Vita IME �TE1t ENWNEE 4on /LA11who PJa O NO DRAWN AACHITECTURE LANDSCAPEA"TECTURE SHEET �� _ 700 L•wlon 1f1.�d�dN SDC.P.O.MI N0.�Mf1A�.CA . PIMF BOLT a1 STINI AIiE110 w fTtM ANCHOR � � - (714)006-0944 FAx 7 t••es�s�s• PIPE ANCHOR TYPE I PIPE ANCHOR TYPE CITY OF RANCHO CUCAMONGA CHECKED I/AN DAVIDSON 265t. DRAWING NO. . _ R.L.A.NO DATE 6/30/91 FILE NO OF W.O. 4 8N 11 132 ui / OF W°aK x E �� \► 5 2 6_ �\ ,NEW LANDSCAPE A IEA T_I i `' :.. E < I 1 �- PLANTING•NOTES T-2 Z 1. CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF SITE CONDITIONS 11. BACKFILL MIX SHALL CONSIST OF THE. FOLLOWING MATERIALS PER CU. OSPECIFICATIONS. Y WHICH PREVENT INSTALLATION PER PLANS AND Q. , X - I ( ::..::::::::: EX1S .MG RIVER ROCK 2. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING FOR BID PURPOSES ONLY: G \ `" .: j IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT . ;, / (TVP.} INSTALLED PER PLAN AND SPECIFICATIONS. 3/4 YDS. SCREENED SITE SOIL 4 3 1/4 Y0. NITROLIZED WOOD SHAVINGS - REFER T PLANTING SPECIFICATIONS FOR INSPECTION CERTIFICATION 1 LB. 12-12-12 COMMERCIAL FERTILIZER 3. fE 0 / / E SCHEDULE. X - -2 J . AWIIC TURA 11M 10 LBS UL LPS s� 4. IRRIGATION SYSTEM SHALL BE INSTALLED PRIOR TO PLANT MATERIALS. 1 LB. SOIL SULFUR v J T 2 LBS. IRON SULFATE - PCT R THE INSPECTOR PLANT R 8Y E CITY I 0 LL PES ELECTED ` ''' ' ` - S. A SITE SHA BE EASEMENT f 1 T A K ANO T RAGE OF 12. SHREDDED MULCH INSTALLATION: EXCAVATE i IN ALL SHRUB AREAS, AND EXI TIN Vii N F N DELIVERY. PLANT APPROVAL, MIXING OF B C FILL. S 0 S G OODE E CE , l _ _ ``: - � ---- IRRIGATION EQUIPMENT IN CONTAINERS. COYER WITH A 4 THICK MEDIUM GRIND SHREDDED MULCH . :::::.::::...:::. now lwil�f6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT ,.___'�U9M�T �SAMPrE TC��HE LANDSCAPE AIRCMITECT + NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. AND CITY (FI04G.' R FOR APPROVAL BEFORE PURCHASING .................. AND SPREAbtI7G.' LL ........::1:::::::. �: . . . ....... .... . ............. . 7. PLACE TREES BETWEEN SPRAY HEADS WHEREVER POSSIBLE. 13. CONTRACTOR SHALL REPLACE DAMAGED OR DESTROYED ITEMS WITHIN TWO � � 2) WORKING DAYS OF NOTIFICATION BY THE CITY INSPECTOR. IF 511ID 5'3j-.3 8. CITY SHALL TAKE SOIL SAMPLES AND PROVIDE TESTING FOR AGRICULTURAL ITEMS ARE NOT REPLACED WITHIN TWO (2) WORKING DAYS THE COST OF 'P'ROPOSED RIVER R ROCK 3 SUITABILITY BY A SOIL AND PLANT LABORATORY. THE SOILS REPORT THESE ITEMS SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL J PROPOSED RIVER ROCK WILL BE PROVIDED TO THE CONTRACTOR AT THE PRE-CONSTRUCTION BILLING. 22 SEE DETAIL THIS SHEET SEE DETAIL THIS SHEET MEETING. 14. REPLACEMENT ITEMS SHALL SE EXACT DUPLICATE OF ORIGINAL WORK OR 9. THE RECOMMENDATIONS OF THE SOIL REPORT SMALL SUPERCEDE THE SOIL PLANTS, UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. PREPARATION AND'BACKFILL MIX SPECIFICATIONS LISTED BELOW. THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE CITY 1S. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE ARROW ROUTE INSPECTOR PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. APPRIVED BY THE CITY INSPECTOR. 10. AREAS TO BE PUNTED IN GROUND COVER ANO/OR TURF SHALL NAVE THE 16. MAIN"ENANCE PERIOD SHALL SE 60: DAYS FROM DATE OF ACCEPTANCE.. FOLLOWING MATERIALS TILLED INTO THE TOP 6. OF SOIL PER 1.000 SQ. MAINTENANCE SHALL INCLUDE BI-WEEKLY WEED AND RODENT ABATEMENT 30 _ 3�1 FT. PROCTDURES, INCLUDING 2 FOLIAR APPLICATIONS OF CHELATED IRON AND TRACE MINERALS 30 DAYS APART. , FOR BID PURPOSES ONLY: 17. 16 GAL. TREES OR LARGER SHALL BE WARRENTEED FOR ONE YEAR 4 CU. YDS. NITROLIZED WOOD SHAVINGS 20 LBS. 12-12-12 COMMERCI4 FERTILIZER 100 LBS. AGRICULTURAL GYPSUM 10 LBS. SOIL SULFUR PROPOSED RIVER ROKK PROPOSED RIVER ROCK 20 LBS. IRON SULFATE :EE DETAIL THIS SHET b•3 _ 5-3 SEE DETAIL THIS SHEET -3 PRIOR TO PUNTING OF GROUND COVER FLATS, A GRANULAR PRE-EMERGENT, IZ 4 I NON-SELECTIVE HERBICIDE SHALL BE APPLIED ACCORDING TO ...... .... •• ••.• • ,.., . ...,.. MANUFACTURER'S RECOMMENDATIONS. ir .... .. .. .. LL V _EXISTING MASONARY WALL EXISTING RETAINING WALL - gn 2 . : '` -I _ E x _ 2 PLANTING LE -1--M ' ux 1 5.3 ITEM sBOTANICAL NAIE C011lloll RALE SIZEooIB+ERTS dETAn ',REFER TO SHEET l-3 FOR DETAILS 2 \ \ TREES / r T-1 ISTINC POPULUS FREWNIII /REPONI COTTO�OA N/A PROTECT - 1" r - X T-t ISTIINi SCHINUS NOLLE CALIRMIIIA PEPPER R/A PROTECT E `. T-= PROPOSED POPULUS FREIONTII FltEIbNT OOTTONIIOOD 1si fAL. 3 I,L [ ' \ • T-4 PROPOSED0QUi 7AMBAR AMERICAN Id ML. 0 i.l \ v r I STYRACIFLUA SWEET GUM ICITY DESIGNATED STREET TREE) s-2 s-i ISTING COTONEASTER ROCK COTONEASTER IVA PffO TECT 3 ISTING RIVER ROCK "` ° \ E �l E ® fONTALIS 3-2 EXISTING BACCHARIS PILULARIS COYOYE MSN IVA F"O'TECT LtCEN 34 PROPOSED COTONEASTER ROCK COTONEASTER 6 IAL. 253 i,K 1. 8" WIDE X 6" TRICK COMC. NOWSTRIP � HORIZONTALIS W/1" RADIUS ON ALL EDGES ( ® 5-4 PROPOSED BACCHARIS PtLOLARIS COYOTE BRUSH I GAL. t7lo i,K 2. T.INISB GRADE \ 3. COMPACTED SUBGRADE l�.2 �� t CX 1 1 r , \ S*IXC CON RETE.HEADER ' NOTE: APPLY 40 THICK SHREDDED MIILCN TO ALL NEIL SNRI?B/CROUIfOCOrER PLANTItK AREAS. V j ALL BOUN8ARIMlfYP.) CONCRETE HEADER \ _ REFER TO DETAIL THIS SHEET COMMENTS FOR AGENCY SUBMT TTAL, x \\ 11110. OF TREES REMOVED ILEA. t J *0- OF-NEW TREES 19EA. 3 2 4k 111 � t - ' ,e1 MOVED PLANTING AREA 25745F- MEW PLANTING AREA 1S75SF. z \ 1 Oaf � DESCRIPTION OF REVISION DATE CITY • � r �` QF v, 1 S APPROVED 1.� SCALE: 1'-20'-0• CID IaDscAp CITY OF RANCHO CUCAMONGA AS BUILT *y0. VARIES SEE PLAN `�30 • ~to ARROW ROUTE BRIDGE WIDENING CITY OF RANCHO CAMONGA rfOF Cj.1-0 1. 4•-6- RIVER COBBLE TO MATCH EXISTING PLANTING PLAN ti-. PEA GRAVEL GROUT. SET COBBLE IN GROUT. WORK GROUT UP S AROUND`. ,COBBL'E. WASH ANY EXPOSED GROUT FROM OFF OF COBBLE IMMEDIATLY APPROVED BY. • DATE. AFTER SETTING. CITY ENGINEER2kR.C.E. NO. 24953 3., EXISTING PEDESTRIAN WALK DESIGN RECOMMENDED 1. EXISTING CURB 1 - J.W. Dwldson Aosoalotos, Ina s I`•(• �� DRAWN �NMiECTN� PLANNING SHEET RIVER ROCK DETAIL >�`'" ..`:X71+°' - ea,.«,Iw«.re..u+Qsos ��S (?1410"-06" Fix�T.-eeds�s. �.'2 or 3 _ CHECKED IAN.bAVIDSON, 2651 DRAWING N0. R.L.A.NO DATE 6/30/91 FILE NO 6A !; 1` W.O. # 891 1 132 SHEET 4 Of 14