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N * V I �rn � m I I I N) -i.... .'- -+­ __ — ---I .-I-- - _"_1 . . ­­ ­­­— -_ -- +-1_-L­F_ _­.;1rt­.-4— ­ ­­, I . --1--1--T_- _I , ,, - _I ;;;:;:;k=, �' I *,b-� I —, , I I;%-L' � I t :_5 9 : _ — --i- -,, - - .,2ft. 1 1390 _ m f4 OVE(C � { 43.20 L.F. �5=a.o��4 0 6 �ro LA- 7. 0 L.E- " .rl. . 2060-D Q loo PROFILE "A�► r�GALE; FlOKIZ:1`-40` VF-fT : l",4 GENERAL NOTES CONSTRUCTION NOTES/QUANTITY ESTIMATE HYDRAULIC DATA I.- ALL WORK SHALL F3E DONE IN ACCOKDANGE WITH THESE PLANS,THE GITY OF RANCHO NO. ITEM QUANTITY GUGAMONGA STANOAK 5 ANC-) THE STANDARD SPE(51FIGATIONs FOR PU15LIO W02K5 CON57KUGTrON, I GON57UOT 18" R.G.P. WX-D 84 L.F. STA . TO STA . Qiop C.{5� D S N DN FT VEL FPS o GUKKENT ECITION. THE GONTKA00K SHALL BE KE6F0t`(6cI3LE FOR ADHEKANGE TO THESE Z GONSTIzUGT 24" R.C.P. Isco-D 68¢ L.F. C r LION � STANOAR05 ANI) 5PEGIl=1GATlONs . 3 c00TRUGT MANHOLE TYPE JM CSTrJ.Srl) 2 EA . 0+4(,.94 (+35.7 21.4 e4f I Z44 0.013 0115-- 19.0 - � 2.- ALL PIPEL(NE5 OR 5UF35Tf�UGTURES OF ANY KIND AICD TELEPHONE Of, POWEK. POLES,WATER t' 4 CONSTKUGT GRTGH BA51N#I,W°14'(,5TD.502) 2 EA• METER6 VALVES FIKE HYDRANTS ETC. 5HONN OK NOT SHOWN ON THESE PLAN5 WITHIN THE 1 + 35. 7M 4+35. T7 21.4 24" .OZIG 0.013 1 .20 10.9 3 RIGHT-OF-WAY LIMITS OR IN ADJACENT AKEAS WHE{zE IMPfZOVEMENT WOKK 1'5TTODE DONE 5 GONSTKUGT GATGH 1 A5(N#I,W=�'(,5TD.502) ( EA 4+35. '1'l G+ 21. 95 12.0 24" .0428 0.013 0.70 12.2 � 5 SHALL 13E KEMOVED OK KELOGATED A5 KEQUIP'ED AT NO C05T TO THE GITY OF KAWGHO GUGAMOWA • G GONSTRUGT LOCAL pEPKE55I0N,Ga5E'G"(�T0.518) 3 EA 6+2(.95 7+40. 95 (0.5 ?.4 0.0428 0.013 0.65 1 I. c 3.- ANY GONTKAGTOK PERFORMING WORK ON TH15 PPOJEGT SHALL FAMILIAR(ZE Hlf5ELF WITH 7 REMOVE & KEMAGE Ex15T. PAVEMENT Z00 5•F. � THE SITE AND SHALL FSE SOLELY KE6PoN15(P3LE FOR ANY (DAMAGE TO U(STING FACILITIES 8 GONSTKUGT 241,G•M.P,lkooNN6oT TO 24" R.G.P. 100 L.F . 7+40.95 T+79. 95 6 .1 18" . 0100 0.013 0.85 5.D O LOCAL MfgESSION RESULTING (^JIREGTLY OK IND(REGTLY FIZOM H15 OPE2ATIONS WHETHER OK NOT SUGH GONST<zUGT (2 INLET TO 74 K G.P, W1GONGKETE GoLLAR 1 EA 13 500LIT F, 5T.G.b�G " 6t REGONSTRUG T4 TO JOIN EICI5TINU FAGILITIES ARE SHOWN ON THESE PLANS . 9 G.(3.# 2 4+35.'13 9 .4 18 . 066.4 0.013 0•G5 ('Z.6 PR.OVIDE POSITIVE GtzADE CTYP•) Q _ A PERMIT WILL PSE REQUIRED FROM THE CITY OF RANCHO GUGAMONGA EI�iGrNEER1NG DEPT., 10 REMOVE EXISTING PAVEMENT 80 S.F. c ADETo N PRIOR TO ANY EW6KOAGHMENT OR OONST;zXTION W(THI&I G(TY OF KAWHO GUGAMONGA 11 GONSTRUGT GATGK BASlrV 2,W'3`;V-g.5 (5N.503) IEA, . G8 . r- 5T A.G EASEMENTS OR RIGHT-ClF-WA`(• 12 GONST'RUGT I2" A.G.P. 5 L.F. -- 1 RB ONLY 5•_ ALL FLAGGED ELE1/ATIONS SHALL PSE STAKED IN THE FIELD f3Y THE PRIVATE ENGINEEK . 13 gAWGUT & REcdNSTrzuGT E1CI5171hiG CUTTEK L.�b. ---_=-_ -- Co.- CaMPAGTlON TE5T5 OF EMF3AQKMENT CdNST!?UGTION,TRENGH PSAGKFILL,GoMPAGTiNG ORIGINAL GKOUND A0 ALL SU6-GKADES SHALL !3E PEIZ KMED AT NO 005T To THE GITY OF PANGHO GUGAMOWGiA, . A WRITTEN REPORT WITH THESE COMPACTION TE5T5 SHALL 8. 5uf3MITTED TO THE J XkKT. GRATE IKUET� ( - GITY ENGIIJEE(Z FOR APPKOVAL PKIOR TO THE PLACEMENT OF BASE MATERIAL'✓ 40PP, SUf AGING D T.- CITY APPKOVAL Of PLANS ACES NOT f6WEVE THE OEVELOfEK 1=KOM RE5P0N5(P3IWTY FOR,THE I GORREGTION OF ERROR, AND OMISSION D16OVEIZED pURINC CONSTRUCTION. UPoN REQUEST THE Cy-(5T. GONG,D. I I REQUI lZED PLAN REVI510N5 SHALL 8E F"FTL`t 5Ut3MITTED TO THE CITY ENG(NEER FOF AFr OVAL. ;- ALTERNATE CDNSTPUGTION TO DE LITE 15' ,Z.C.P k P-(.P . ( 8.-WORK SITE AND EVITEPIOR STREETS g(-1ALL PSE IN WEAT,GLEAN,HAZARD FZEE opoERLY `STATE, OONSTRIUOT 100 L.F., 2.4"G.M.P. IF 45" IzZ-P, 15 NOT I ._ �._ TCZOUGFlOU'T 00057UGTION SITE SHALL 13E GLEAN UPON FEQUE5T OF THE INSPEGTOK,. INSTALLED fK10K TO THlS 60N5TKUOTION . BASE LIME9- THE KE5PONGIBILITY OF ADJU5TI1* MANHOLE X VALVE COVEK.S,PAVINC {REPAIR AND PAVING ;D (O'-0" REPLAGEMEHT ISI CONNECTION WITH 5EWEP AND WATER,GA5,PH0NE,ELEGT9jG OR OTHEK, UTILITY LWE INSTALLATIONS WILL RE THE g 5PON5113IL(TY OF THE ONMEZ.,AND SHALL P>E ACCOMPLISHECJ IU COMPLIANCE WITH APPURTENANT ORDINANGE5 AND 5TANDAR05 . FUT. 45'R.c•P IO.- A PERMIT WILL 5E REQUIRED FROM THE 5AN 13EPKARpINO COUNTY FL000 GONTKOL 0161V(GT > /� STORM OKAIN I Y, Id DONS UGTION 0 EKOKO CH E INTO 5Au t ERN DING COUNTY d IIZONN104D PE PPe '� ( J PRIOR,TO TR R A M NT Aft TY FLoO rs GoNTROL d PEPPER Z4 fZ= DISTRICT PKOPEfZTY 5� - P: LION ST. CATCH BASIN GT. a CITY OF RANCHO CUCAM ONGA -, . W A LQE N .T 5. F - < STORM DRAIN IMPROVEMENT PLANS GALLE DEL P I z TRAGI 12184. FROM MASTER PLAN STORM DRAIN 2K TO LEMONWOOD PLACE BENCH MARK : GITY BENCO EG TRACT 12184 SOL5A elT. FD . CHISELED© ON END APPROVED BY : DATE :?-" CURB ON PASELINE,N.W.G., CITY ENGINEER R.C.E. NO. 2S'889 OANOLEVM BERYL AVE .bt l3A5ELINE DESIGN JOHN G. GOETTEN REC MENDED : ELEVATION : 14.15. 55G R.A.M. CONSULTING CIVIL ENGINEERS,INC. 8ab8� V i CI N TTY MAP DRAWN : 1900-H E. WARNER, SANTA ANA,CA.92680 SCALE: "_ _ SHEET I 500 J.A.M. (714)549-3040 1 OF 2 ICHECKED * �" R.C.E. N2 12188 DRAWING NO. (�EV15ED 3- 1-83 R.A.M. DATE: I2 82 FILE N4 788 az 3�