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HomeMy WebLinkAbout3947-1GENERAL N 1. ALL WORK SHALL BE IN ACCORDANCE MTH IHESE PLANS, 774E CITY OF FONIANA SrANOARD PLANS, THE CON7RACT PROWSIONS AND 774E SrANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONS7RUC77ON (16REEV BOOK-). ALL REFERENCE SPECIFICA 17ONS AND STANDARDS SHALL BE 774E LA 7EST ED117ON UNLESS 01HERMSE N07ED 2. MIEN TECHNICAL CONFLICT IS FOUND TO EXIST IN 7HE CON7RACTDOCUMENTS 7HA r CANNOT BE RESOL VED 8 Y REFERENCE TO PRECEDENCE PRO VIS/ONS IN 7HE "GREEN BOOK 0, 7HE CON 7RA C TOR SHA L L IMMEDIA 7EL Y REPOR r SA /0 CONFLICT TO IHE CITY ENGINEER FOR RESOL U 770N. J. ALL MA 7ERIALS AND ME7HODS ARE SU8,JECT TO THE APPROVAL OF 7HE CITY ENGINEER. 4. CONS7RUC77ON PERMITS SHALL BE OBT41NED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIWSION PRIOR T9 7HE S M R r OF AN Y WORK. INSPEC 77ON COORDINA 77ON SHA L L BE REQUES 7ED A T L EA S T TWO WORKING DA YS PRIOR TO THE S TAR T OF A N Y WORK IN PUBLIC RIGHT-OF-WAY W774IN 774E CITY LIMITS. CALL (909) 350-7610. 5. THE CON7RACTOR SHALL CONFORM TO ALL 7RAFF7C CON7ROL POLICIES, ME7HODS AND PROCEDURES DESCRIBED IN 774E SrATE OF CALIFORNIA MANUAL OF TRAFFIC CON7ROLS, LA7ESr NON-A4E7RtC ED177ON UNLESS 07HERAISE DIREC70 BY THE CITY 7RAFF7C ENGINEER. 6. IT SHALL BE 7HE RESPONSIBILITY OF 7HE CON7RACTOR TO MAINT41N BARRICADES, DELINEA TORS OR OTHER 7RAFF7C CONTROL AT ALL 77MES, Z THE CON7RACr0R SHALL 08TAIN A PERMIT TO PERFORM EXCAVA77ON OR 7RENCH WORK FOR TRENCHES 5 FEE T OR GREA TER IN DER TV FROM THE CA LIFORNIA S T4 TE D/ WSION OF INDUS7RIAL SAFETY 8. THE WA L L S A NO FA CES OF A L L EXCA VA 77ONS GREA IER THA N F1 VE (5) FEE T IN DEP 771 SHA L L BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 07HER APPROVED MEANS PURSUANT TO 77YE REQUIREMEN IS OF THE DI WSION OF INDUS 7RIA L SAFE TY OF THE S TA TE OF CA LIFORNIA, 7RENCHES LESS THANRVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL EXISTS FOR GROUND MOVEMENT 9. NO MA TERIA L OR EQuIpmEN r SHA L L BE S TORED IN mE PUBLIC RIGH r- OF- wA Y w mou r 08 rA INING A SEPARA IE PERMIT FOR 7HA T PURPOSE. la 7HE L OCA 77ONS OF U 77LI 77ES SHO WN HA VE BEEN DE TERA41NED FROM A VAILA BL E INFORMA 770N. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CON7RACTOR TO DETERMINE, IN 774E FIELD, 771E 7RUE L OCA 77ON AND ELEVA 77ON OF AN Y EXIS 77NG U 77LI 77ES, AND TO EXERCISE PROPER PRECAU77ON TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CON TACT UNDERGROUND SER WCE A LER r A r 1- 800-227-2600 TWO WORKING DA YS BEFORE EXCA VA 770N. 11. 771E CON7RACTOR SHALL COORDINATE CONS7RUC770N &7H ALL U77LITY COMPANIES INCLUDING, BUT NOT LIM17ED TO, GAS, TELEPHONE, ELEC7RIC CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGA770N, DOMES77C W47ER, RECLAIMED WATER, SEWER, SIORM DRAIN, FLOOD CON7ROL AND CAL 7RANS ALL U77UTY COMPANIES SHALL BE GIVEN TWO WORKING DAYS N077CE PRIOR TO WORK AROUND 774EIR FACIL177ES 12. THE CON TRA C TOR SHA L L NO T OPERA 7E AN Y FIRE H YDRAN T OR WA 7ER MAIN VA L VES Kf 7HOU T APPROPRIA 7E A GENC Y A U 7HORIZA 770N. CON IRA C TOR SHA LL COORDINA TE Af TV 77YE APPROPRIA TE WA 7ER COMPANY FOR VAL VE OPERA 77ON A NO WA 7ER REQUIREMENTS. 13 CURVE DA TA REFERS TO 77YE FACE OF CURB. 14. S TA 770NING REFERS TO 771E CEN 7-ERLINE OF S 7REE IS EXCEP T WYERE 0 7HER WSE NO TED. 15 A DEQUA 7E CONS 7RUC 77ON CON 7ROL S TA KES SHA L L BE SE T 8 Y THE ENGINEER TO ENA 8L E THE CONTRACTOR 710 CONSTYUCT 7HE WORK TO THE PLAN GRADES 771E CON7RACTOR SHALL BE RESPONSIBLE FOR THE PRESERVA77ON OF BENCHMARKS AND CONSIRUCRON CONTROL SrAKING DURING CONS7RUC770N. 16. THE CON7RACTOR SHALL NOT DISTURB EXIS77NG SURVEY MONUMENTS, MONUMENT 77ES OR BENCH MARKS N 7HOU T PRIOR NO 77F7CA 77ON TO 7HE CITY ENGINEER. 1Z REMOVAL AND REPLACEMENT OF EXIS77NG SURVEY CONTROL, INCLUDING SURVEY YoNumENTs, MONUMENT 71ES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED C/VlL ENGINEER OR LICENSED LAND SURVEYOR. suRvEy MONUMENTS 7HA r kffLL BE DES7ROYED A S A RESUL r OF 7711S CONS 7RUC 77ON SHA L L BE REPLA CED. [HE CON IRA C TOR SHA L L NO 77FY THE ENGINEER ONE WEEK PRIOR TO CONS 7RUC 77ON SO 77 -IA T 77ES TO MONUMEN IS CAN BE ES TA BUSHED FOR LA TER REPLA cEmEv r OF 7HE moNumEv T 18. 77YE CON7RACTOR SHALL MAINT41N ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL 77MES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL 77MES IN THE C0NS7RUC770N AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CON7RACTOR SHALL PROWDE AND MAINTAIN AN EFFEC77VE MEANS OF DUST CON7ROL, INCLUDING ADEQUATE WATERING, A r ALL TUES. 20. ALL GRADING OPERA77ONS SHALL BE DISCON77NUED WHEN SUSTAINED WND VELOC177ES EXCEED 25 A41LES PER HOUR. 21. 7HE CON7RACTOR SHALL NOT CAUSE ANY EXCA VA TED MA 7ERIAL, MUD, SIL T OR DEBRIS TO BE DEPOSI TED ON TO PUBLIC OR PRI VA TE PROPER TY A DJA cEN r To 7HE RICH I- OF- WA Y DURING C0NS7RUC770N WfTHOUr PRIOR WITTEN APPROVAL. 22. NO TTENCH BACKF7LL SHALL TAKE PLACE Y47HOUT PRIOR APPROVAL OF 7HE CITY INSPECTOR, 23. A GEOTECHNICAL ENGINEER SHALL CER77FY ALL BACKFILL COMPAC770N. FAILURE TO 08 TA IN THE REQUIRED DENSI TY SHA L L REQUIRE REWORKING OF 711A T POR 77ON OF 7HE WORK UN77L THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DIrCHES, AND SWALES FROM UNDERMINING S TREE T 1UPRO VEUEN TS. UPON INSPEC 77ON OF THE Sl 7E, THE Cl TY ENGINEER MA Y REQUIRE TEMPORARY NON-ERODEABLE SWALES EWERING OR LEAWNG IMPROVEMENTS. 25. THE F?NA L L OCA 77ON AND WD 7H OF DRI VEW4 Y APPROA CH APRONS SHA L L BE APPRO VED A r THE 77ME OF CONSTRUC77ON AND SHALL CONFORM TO 774E C17 -Y OF FONT4NA ST4NDAR0 DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MA rCH EXIS77NG CONCRETE. 2Z 7HE SEWER CON IRA C TOR SHA LL S TAMP AN "S" IN THE FA CE OF THE CURB A T 7HE LOCA 17ON OF THE SEWER LA IERAL. 28. NO CONCRETE SHALL BE PLACED UN77L 7HE FORMS AND REINFORCING S7EEL HAVE BEEN PLACED, INSPECIED AND APPROVED. 29. ALL UNDERGROUND U77LI77ES SHALL BE INSTALLED 7ES70 AND APPROVED PRIOR TO PAVING OF S7REETS. JO. APPRO VED SOIL S TERILAN T IS REQUIRED UNDER A LL NEW A SPHA L T PA VEMEN T PRIOR TO PLA CEVEN T 31. PAVEMENT S7RUC7URAL SEC77ONS SHOWN ARE MINIMUM AND SUBJECT TO REWSION AND APPROVAL OF THE CITY ENGINEER AS DE7ERMiNED BY SOILS IESIS TAKEN AFTER COMPLE77ON OF ROUGH GRADING. 32. A C TUA L 771ICKNESS OF A. C. PA VEMEN T ANDIOR BA SE COURSE MA TERM L FOR S TRUC TURA L smEEr sEci-7oNs SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORTAND SUBMITTED TO CITY OF FONTANA FOR APPROVAL UPON COMPLE77ON OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY 7HE PAWNG CON7RACTOR UPON COUPLE77ON OF PAWNG. J4 UPON COMPLEnON OF CONS7RUC770N, CON7RACTOR SHALL RESTORE ALL SIGNING, S7RIPING, BARRICADES, AND OTHER 7RAFFIC CON7ROL DEWCES TO 7HE SA71SFAC77ON OF THE CITY 7RAFF7C ENGINEER. 35. CONTRACTOR SHALL RELOCATE ANDIOR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS A FFEC TEO 8 Y THE CONS 7RUC 77ON A9 THE SA 77SFA 0 77ON OF 7HE Cl TY ENGINEER. J6. A S- BUIL T DRA WNGS SHA L L BE PRO WDED 8 Y THE CON IRA C TOR TO 7HE ENGINEER OF RECORD, W10 SHA LL PRO WOE RECORD DRA WNGS TO 774E Cl TY ENGINEER. F -AVENUE Cl TY OF FON TA NA FVrURE SCHOOL SITE CITY OF FONTANA UTILITY NOTIFICATION LIST A4,WD, CONSTRUCTION NOTES., F'ONIANA, CA. 92335 VERIZON 1�909 820-5598 - UNDERGROUND CITY OF FONTANA SBC ME7ROPOLITAN W47ER DIS7RICT ATTN: BRL4N WREN AT7N.- JAMES ZIELINSKI WATER SYSTEM OPERA77ON GROUP 8353 SIERRA AVENUE 1265 N. VAN BUREN STREET A T77* JOE MIRONE FONTANA, CA 92335 (909) 350-6632 SUI 7E 180 (909) 776-2664 WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS ANAHEIM, CA 92807 NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 6668 SCRAPER MAY OPER41E OVER THE PIPELINE, SO. CALIFORNIA GAS COMPANY (714) 666-5415 FAX. (909) 823-5046 ATTN: JACK JARVIS F S, S4N GABRIEL VALLEY 16231 VALLEY BLVO. ADELPHIA (CABLE TV) MUNICIPAL WATER DISTRICT FONIAAA, CA. 92335 (909) 428-8411 ATTN. JACK HAYES ATTN: DAVE JOHNSON EMERGENCIES: (800) 427-2200 1205 DUPONT AVENUE 549 EAST StERR4 MADRE AVENUE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES ONTARIO, CA. 91761 AZUS4, CA. 91702-1299 SO. CALIFORNIA EDISON COMPANY ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR p n MY 194 INDEX MA P SCALE- 1 100' APIT 0239-131-47 co A VEN CN JIF no- -�IMMWR i I - SPAIN A VENUE APJV 0239-131-43 APhl 0239-131-33 I I I VICINITY MAP 13 114 15 N.TS. 7951 REDWOOD AVE. (909) 969-7911 A4,WD, CONSTRUCTION NOTES., F'ONIANA, CA. 92335 VERIZON 1�909 820-5598 - UNDERGROUND 1. NOTIFY MR. JOE A41RONE OF Y.W0.S WATER SYSTEM OPERATIONS (PO 875-5100 - TRANSMISSIONS ATIN.- STEVE HOCK WEST VALLEY WATER DISTRICT GROUP, TELEPHONE (951)776-2664, AT LEAST TWO (2) WORKING rg 637-1233 - PIPELINES (j? 1 1400 E. PHILLIPS BLVD. A TTN.- LON TSA/ (90 357-6233 - DISTRIBUTION POMONA, CA. 91766 855 W. BASELINE ROAD DAYS (MONDAY THROUGH THURSDAY) PRIOR TO ANY WORK IN THE (909) 469-6327 RIALTO, CA 92377 VICINITY OF MWOS FACILITIES AND RIGHT-OF-WAY. CR4WFORD CANYON MUTUAL WATER CO. ATTN: BASIL J. FABRIZIO 2. EXISTING PIPELINE IS ADEQUATE FOR AASHTO H-20 LOADING, (909) 46J-9580 FONTANA WATER COMPANY WITH A MINIMUM 4 FEET OF COVER, DURING CONSTRUCTION, ATTN. MICHAEL J. YcGR,4W 8440 NUEVO AVENUE WITH A MINIMUM 5 FEET OF COVER, EQUIPMENT IMPOSING LOADS WEST SAN BERNARDINO WA TER UNO&RGROUND SERVICE ALERT FONTANA, CA 92335 NO GREATER THAN THOSE IMPOSED BY A LOADED CATERPILLAR 657E OR A 6668 SCRAPER MAY OPER41E OVER THE PIPELINE, (800) 422-4133 TEL: (909) 822-2201 END VER77CAL CURVE FAX. (909) 823-5046 PROVIDED THE GROUND IS ANNTAINED IN A SMOOTH CONDITION F S, ON BOTH SIDES OF THE PIPELINE. ENGINEER'S NOTICE TO CONTRACTORS J. A LIST AND SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT PROPOSED TO BE USED OVER THE PIPELINE MUST BE SUBMITTED -PRIVATE FOR MWD.S REVIEW AND APPROVAL AT LE4ST JO DAYS PRIOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BESTMW L. E. OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON 4. ALL M.WD.*S STRUCTURES SHALL BE NOTED AND LOCATED PRIOR THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO ANY CONSTRUC77ON WORK, WHEN A MANHOLE OR OTHER M.WD. TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONlR4CTOR FURTHER FACILITY MUST BE MODIFIED TO ACCOMMODATE THE CONSTRUCTION, ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR THE FACILITY SHALL BE MODIFIED BY M.W.D. FORCES. STRUCTURES SHOWN OR NOT SHOWN ON THESE DR4WINGS. 5. THE FOLLOWING LOADING RESTRICTIONS APPLY: TA NGEN T RML TO PIPEL)NES THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ALL FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS THE VIBRATORY ROLLER AND COMPACTOR MUST NOT BE OPERATED IN VIBRATORY PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY MODE WITHIN JO FEET OF THE CENTERLINE OF THE PIPELINE. WHEN THE COVER IS CON77NUOUSLY AND NOT BE LIA41TED TO NORMAL WORKING HOURS; AND THAT THE A MINIMUM OF 4 FEET AND NO GREATER THAN THAT SHOWN IN THE FOLLOWING TABLE, CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ALL OF THE LISTED EQUIPMENT EXCEPT THE CAT SCRAPER MAY OPER41E OVER THE HARMLESS FROM ANY AND ALL LLABIL11Y, REAL OR ALLEGED, IN CONNECTION WITH THE RIALTO PIPELINE BETWEEN 7HE STATIONS SHOWN ON THE rABLE BELOW. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE E)(CEPT WHERE RESTRICTIONS APPLY ON THE TABLE BELOW, WHEN THE COVER IS A SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER MINIMUM OF 5 FEET AND NO GREATER THAN SHOWN ON THE FOLLOWING TABLE, AND CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL WHEN THE GROUND IS MAINTAINED IN A SMOOTH CONDITION WITH A UNIFORM SLOPE DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS FOR THREE VEHICLE LENGTHS ON EACH SIDE OF THE PIPELINE, LOADED CAT SCR4PERS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY MAY OPERATE OVER THE RMLT0 PIPEUNE BETWEEN THE STATIONS SHOWN ON THE TABLE BELOW. DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. LEGEND A. C. A SPHAL 77C CONCRETE 8. C. BEGIN CUR VE 8. V. C. BEG. VER77CAL CURVE 8. W. BACK SIDEWALK C.B. CATCH BASIN C.L. CEN 7ERLINE E. C. END CURVE E. P. EDGE PA VEMEN 7' E. G. EDGE GRADE E. V. C. END VER77CAL CURVE F. L. FLOW LINE F S, FINISH SURFA CE G.B. GRADE BREAK H.P. HIGH POIN T INV IN VER T L. E. LANDSCAPE EASEMENT 0. C. ON CEN TER P. C. C. PORTLAND CEMENT CONC. (R) RIDGE LINE RIW RIGH 7- OF WAY TAN. TA NGEN T T C. TOP OF CURB W NO TH _V - - VER77CAL DEPTH vC. VER77CAL CURVE TO INDICATES SLOPE 2. 1 A C PA VEMEN T REMO VA L J648+55 GRIND ALL EDGE OF PA VEMEN T (59a77) INDICATES EXISTING ELEVATION 310.00 INDICATES PROPOSED ELEVA77ON J00 INDICATES EXISTING CONrOUR J20 INDICA TES PROPOSED CONTOUR -o­o��� DAyuGHr / CUT -FILL LINE RIALTO PIPELINE STATIONS MAX COVER I ALLOWABLE LOAD FROM TO FEET J648+00 J648+55 12 ALL LISTED EQUIPMENr WITH MINIMUM COVER RESTRICTIONS J648+55 J649+99 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J649+99 J650+47 12 ALL LISTED EQUIPMENT WITH MINIUUM COVER RESTRICTIONS J650+47 J652+63 14 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J652+6J J660+79 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J660+79 J662+41 12 ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS J662+41 J66J+00 10 ALL LISTED EQUIPMENT EXCEPT CAT 6JlE SCRAPER WITH MINIMUM COVER RESTRICTIONS J663+00 J67.7+00 2J ALL LISTED EQUIPMENT WITH MINIMUM COVER RESTRICTIONS Eoulpmw rHAT IMPOSE LOADS GREATER THAN THOSE OF AN AASHTO H-20 VEHICLE MUST Nor BE OPERATED WITHIN 20 FEET OF THE EXISTING MANHOLES STRUCTURES AND BETWEEN STATIONS J662+15 AND J662+50. CONSTRUCTION NOTO (D --CONSTRUCT 6 112" AC ON 12" COMPACTED NATIVE SOIL (95M COMPACTION) PER SOILS REPORT RECOMMENDATION. (2) --CONSTRUCT 8" CURB AND GUTTER PER CITY ST9. PLAN NO. 1003. Q-CONSIRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015. (�)-CONSTRUCT` ACCESS RAMP` PER CITY SID. PLAN NO. 1006. (��-CONSIRUCT LOCAL DEPRESSION PER APW4 STD. JlJ-1, CASE "E . (�_CONSTRUCT MODIFIED 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 104. (D -CONSTRUCT' CHAIN LINK FENCE, GATE PER MWO FIG. .5 (GATE OPENING = 20') (��- INSrALL STREET LIGHT' 9,500 LUMEN PER CITY STD. PLAN NO. 1016 (SCE 110). (�-ADJUST MANHOLE RIM TO GRADE PER CITY STD. PLAN NO. 109. &- REMOVE EXISTING AC BERM (&-REMOVE EXISTING CHAIN LINK FENCE & GATE (��-/NSTALL BARRICADE PER CITY STD. PLAN NO. 118. FUTURE LANDSCAPE LETTERED LOT 10, 1 EXIST GROUND RIW 96-16' EXIST. MWD '92 A CL 12 J4' J4p 12' f?JTURE IMPROVEMENT 5.5' k_'_�k6 1 2' -1 Y AC PAVr EVEL UNE loll 2N PROP. CONC. CURB & GUTTER CASA GRANDE A VENUE TYPICAL SECTION r/.=10 100+33.71 TO 112+6Z57 QUANTITIES 49,409 SF 1, J27 LF 8, 08 SF 4 EA 2 EA 1, 284 SF 1JJ LF 4 EA 4 EA 12J LF 170 LF J5 LF SOUTH RIW LANDSCAPE LETTERED LOT PL 10�-40' VARIES LX CONC. SIDEWALK) 1, 2:1 MAX.-, GROUND Z: flifil M m a 8 t 4S -t..i q) Lo Q) 7 JA126-2050\streetskSt0l.dwa. 41412006 5-37:47 PM. D.