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HomeMy WebLinkAbout1232-D , 1 i O rr 69 , C € # ) Q i s _ S7 75.2 TW -Ail 111 ... { E X/5 T. 6 ROUND - 6 - � i f - s z 000 CONST UC HE L STRUCTURE , ._.� _.. i R T ADI'vAt_ RV RE i _.... . i '1960 i � I I PER DETAIL. THIS SHEET q f.W EXIST, GROUND I Irl i (� J v t S w NJ ° oCil o , A CON5TRUC7" HEADWALL l ql x 5TR UCTVRE P R DETAIL 1990 I. --199D a / E L THIS SHEET 19,50 o PROFILE SCAL.E W a HORIZ. R ~= 40' CONST,?UC T .372.25 L.F. 24" RCP 1500 -0 CONSTRUC . IOZ2 LF # ,, _ Digo= 5.0 cls l8' RCA /500-D I VERT. _ ._. 1 4 o� 9 ID - 5 ,_ I A 1.%o I .I - I --J I - - -- - ---1-T -- - - 3" MIN. OV�f 73��14 �R LOT 15 Pp v ���- ---- GROVND� I C O PLAN LINE ( , 9 I - - - -- - - --J N6/" o ro � 9T2 . ` ELEVATION 151 ( 12a5 2-*4 OR s5 �J �- SEE NOTE 2 \ SCALE : 1 - .740' o �— SCALE: I"=40' \ \ I r, 4 - . . a /,S'DRAIMR6E ERSEMENT f4 @ 12"oc. � o I EAC H WA 32. 1 I \, - �?f` F - •. - - 1V j 6 NE 2 " _ REINFORCING DET-A-IL�_. � l cONTrNVovs BAa \ LOT 14 E y S T O N 8?•30 30 E 90° SENO E`MEA/T �/ o I 4 a l?'0-C j // 17 ca I ! `Enc WA I �J . J CD SECTION A-A (,9so) i 1i I ( -' 1 6s HEADWALL STRUCTURE J �� I. HEADWALL SHALL BE CONSTRUCTED OFI�P CLASS "A" CONCRETE -- --- \ ` 2. REINFORCING SHALL BE NOA BARS FOR +� DRA SINGLE PIPE STRUCTURES AND NO. 5 BAMS 0 9sJ \ FOR DOUBLE PIPE STRUCTURES 3, ALL EXPOSED CORNERS SHALL BE Q e 314" RADIUS. 7SJ , , Iq \ 0 R=IDD' DESCRIPTION OF REVISION DATE ku App�OV[ T4 W v R c-60.46' T=3�,8' CITY OF RANCHO CUC` AMONGA i °� STORM DRAIN PLAN PRIVATE ETMtt1►FFR's lIDTi1� TO ca�rTRncTaRs � � h .., -'_ � •�;�-. & PROFILE —, �� CONTRACTOR AGREES THAT IE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TIIE COURSF OF CONSTRUCTION OF THIS PROJECT, �y,,t�s` KEYSTONE COURT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; TIU1T THIS RECIUIREIgENT SHALL v ry, , APPLY CDIJTINUCILJSLY AND IJOT BE LIMITED TO NORMAL WORKING HOURS: , AND THAT X�Al < C01�� ERMOUNTAIN COURT TRACT—NO. 12902 I CONTRACTOR SHALL DEFEND. (NOfhTJ1FY AND HOLO THE OWNER AND TIE ENGINEER CQ[1IS�C11`UC.'"I'ION NU"I'IiS �- F1ARr.(ESS FROM ANY ANO ALL LIAp(LITY, REAL OR ALLEGED, IN COMRJECTIOfJ WITIi � y.� - - Yc �`I�1�� sy APPROVED BY / DATE TIE PE RFDRI4AMJCE OF WORK ON 7H1S PROJECT, EXCEPTING FOR LIABILITY nRISirJO - i 6O CnNS'I'1ZUf'I C'A'I'CII BASIN Pr STD, NO. 502 (W-4' 70,",V=B'-6�) CITY ENGINEER R.G.E.NO. ? FROM TIE SOLE NEGLIGENCE OF TIIF. OWNER OR TILE ENGINEER. TIE EXISTENCE ANDr� — 23� APPROXIMATE LOCATIONS OF L!<JDERGROLND UTILITIES OR STRUCTURES 6HOW1J ON T11E!;E - AND LOCAL DEWRESSION PER STD. NO. 518 PLANS WERE DETERMINFO BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE CONTRACTOR ORIGINAL BENC11 MARK DE SIG t CIVILENGINEE�.ING ECOMMENDED '- ,�.�� F t-L LAND SURVEYING JS F'oa SHALL POTI1(7I.F REFERFNCEO UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT B.M. NO. 76 - S.13. CO. FLOOD CONTROL DIST'.` t` „ •- 19 CONSTRUCT 24 RCP (15(111-I)) LAND PLANNING L61 6NFt•J{�ttu(S— MONUME.N'I' WITH BRASS DISC STAMPED 1947 LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO -.x-- -• .-. U& vJ, V1 SCj, UPLAND CA 97788 • (714)948"IQ EXISTINO UNnFRGROLND UTILITIES OR STRUCTURE EXCEPT AS SHOWIJ ON THESE PLANS. 2 CONSI'ItUCT RIP RAP F,NI.RGY DISSIPATOR PER CITY STD. NO. 517 ON THE S. SIDE 01 WILSON AVE. do T'fEt: FAST' DRAWN 51 .� SHEET TIE CONTRACTOR IS RFOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT SIDE OF THE ALTA LOMA STORM DRAIN CHANNEL ELEVATION: 1757.39 T ,_ � ,RCE NO. 28022 - OF 8 TIE UTIL(TIFS OR STRUCTURFS SHOWN AND ANY OTTER UTILITIES OR STRUCTURES NOT I I CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET I Y aulHo IVY PtRE 3is�i90 OF RFCORD OR NOT St{OWN ON TIESE PLANS. CHE KE DAA1111jpsl O. - - SEE SI{iJFT' 1 FOR CONSTRUCTION BFNCII MARKS j� /� / _ DATE - FILE N O _ ; y 4 21 i I i M PROPOSED FINISHED SURFACE t j ON STREET 19 41 — '— 1941 1940 —1940 ._ 1939- 1-1939 j EXIST, GROUND OVER PIE 37 8 TW s 4 i t � S S t 1931 --1931 _ 1930 ' x 19 2 9_._. � . �`19 2 9 { CONSTRWF DOUBLE HFADWALI i �y �✓ i 2.1 MAX 5TRUCTURE PER DETAIL ON 5HT. 7 i -PART OF DOUBLE HEADWALL 1 2.1 MAX ; ;STRUCTURE PER DETAIL ON SHT. 7, 2:l AMAX T�I MAX h ( 2' 03 11 1921 — .--1921 192I -- 19 21 4 I920`� 5 �6H l _ 1 _ 1919 __. 5= z r 11-1920' 1920-- 920 1919 1919 ,sok r--�19 19 6 ct W , 000 10151 } } p �� V N Z CONSTRUCT 263.25 L.F. 24 ' RCP W O PROFILE SCALE °' > Aloe /0. 0 C. f.S. 1500--D n -- ,_. i a i NORM. 1 - 40 CONSTRUCT 17. 29 L . F. 24 , CP � t � a - i , V 1 4 0 13. 3 c. f. s. 15 0 0- ___ ._. ERT ` 0 I ........ .. rdo ` 5 6 7 r 8 9 10 7 8 /_B'OR_A/NAGC-kASEMENT NO TE. PRIVATE' CATCH BASIN & DRAIN TO BE MAINTAINED BY THE OWNER OF LOT 5 B' fj � II I EOUESTR/AN TRAIL CURB i GUTTER PER _— 23 GRADING PLAN h0 0 I I 0 0 - I v�jN 69.01 fF.asin�'h L s I -�� __j_ 9 $lT/Q/V_ 0 CONSTRUCTION NOTES I 7Q---CONSTRUC I CATC11 BASIN PER STD. NO. 502 (W=4'-O", s'CurR �9cC t' 6' W=6' 6' '-I 70 Cu�'e/"C� `aO� �a� 1 co � 0V=4'-0" h Z ---SLOT � � \ \ C AND LOCAL DEPRESSION PER S'I'D. NO. 518 C) 19 CONSTR " UC'f 24 RCP (1500-D) 19 19 ��� \ Ic ©0 -----CONSTRUCT RIP RAP ENERGY DISSIPATOR PER CITY STD. NO. 517 SCALE: I"=40* \ 23 CONSTRUCT CA'1'CIl BASIN PER STI). NO. 502 (SN=f'0", V=3'0") ' AND LOCAL DEPRESSION TYPE C PER STD. NO. 518 DETAIL A ---�/ �y 20' COMMUNITY TRAIL CURVE DATA - -- - ---- R L T ALTA LOMA BASIN N0. 3 END 24" RCP / 15' D"ACiF EAS T OI 22,50' 45'00'00' 17,67' 9.32 27.00' 45.00'00" 21,21' 11.18' 35 50.00' 51'38'53" 45,07' 24.20' LOT _ 9 DESCRIPTION OF REVISION DATE APCF`fi0VE J . EXIST. C,S,P.A. PROTECT IN PLACE �� CITY OF RANCHO CUCAMONGA l5' EO UES TRAIL 7.5 .s1 c tN B $RA GEE EMfIVT STORM DRAIN PLAN tarrlVA L?KtiNtTR'S N[1TICE TO IJD1tTRACTORS O �� pfESSrp�r 8 P A O F I L E TE _ B 7.3 67 EC IB DRAINAGE EA fMENT S AN 1P -T RESPONSIBILITY FOR 3 / SEE DF !L ��� CONTRACTOR A9PEFS THAT t1E SHALL AS.UME SOLE D COI LF F 1766 /NV, 1 �� _ � �� y�i ` �� �• IRONMOUNTAIN COURT JOB SITE CONDITIONS DURING TILE COURSE OF CONSTRUCTION OF THIS PROJECT, \� \ 7 , V� \\� \\�`__� - !7047200' / its INV, `- — _ INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: TtIAT THIS RFQUIRFIFNT SHALL _ __._ - p APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT \ _ J y r `� -- � _ _ NG C 1C 7I O• 1 _ TRACT N 90 \ ''�'� ''�__- -- . ., ' - � - EXIST. ALTA LOMA S.D TIC. CONTRACTOP SHALL DEFEND, INDFRTJIFY AND HOLO TIIE OWNER AND TILE FNGtNFFR — -_ ��l £Ja. NI w/!t ._ (1920)\ 1925 C r J I t ,f�� APPROVED B Y DATE HARMLESS FRCIfd ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONtJFCTION WITH ijt ztttYY'�-^ k> i_J, r 3� 16.50 1A(V. B.�.F,G.D. R/W �19� �..., �,�� TILE PERFORMnNCE OF WORK ON THIS PROJECT, EXCFPIINO FOR LIABILITY ARISING2@ ' For G ,'•, CITY ENGINEER R.C.E.NO. 21397 FRCOA TIIC SOLE NFOLIOENCE OF TIIE OWNER OR THE ENGINFER. TILE EXISTENCF AND / j ..� �'� Y CIVIL ENGINEERING APPROXIMATE LOCATIONS OF LINDFRGRCH)NO UTILITIFS OR STRUC'URFS SHOWN ON TIIFSE ` I RECOMMENDED - OKIGINAI, BENCH MARK DE SI(s I ; EXIST, CONCRETE ROCK PIPE INLET _� y ACT BDR ` . ,� .] . t.:� LAND SURVEYING QJS Fc. PLANS WFRE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RFCOROS, THF CONTRACTOR '� - CC eN6,:^JEEP,!"C-t NOTE f'ER/I7/T fROln SBCf.C.D. �_ _ _ - B.M. NO. 7G - S.B. CO. FLOOD CONTROL DIST. __ _ .t>_ _t LAND PUNNING _ '' (PROTECT IN PLACE) , SIMIL POTHCILF RFEERENCFD UTILITY LINES PRIOR TO CONSTRUCTION TO VERIFY EXACT RE'QuIRED BEFORE/ MONUMENT WITH BRASS DISC S'T'AMPED 1947 SAO V, fn alts SI"� ✓f';.AN:fCA 91786 • (7,0946-9919 ICICATION OF SAID UTILITIES, TO THF BEST OF OUR KNOWLEOOE, ItIFRE ARE NO Corr-97NltCr/ON IWIrIlIN ON THE, S. SIDE OF WILSON AVL. & Tills EAST' DRAWN � / ✓ SHEET FXISTINO UNnFROR0UND UTILITIES OR STRUCTURE FXCFPT AS SHOWN ON 1HESE PLANS. SIDE OF THE ALTA LOMA STORM DRAIN CHANNEL P. T �/ _ , 8 OF - 8 R/!rHT-Of-llJy� f�tcE No. zeozz TIIF CCINTRACTOR IS RFQUIRFD TO TAKE DLJF PRECAUTIONARY MEASURES TO PROIFCT ELEVATION: 1757.39 CHEC D Y 111UTti R Y E XPt I S 3/31 /9U 111E UIILITIFS OR S1RUClURFS SHOWN AND ANY OI HER UTILITIES OR STRUCTURFS NOT DRAWINGNO. OF RE(--:OPO OR NOT SIIOWN ON T,IESS E PLANS. SEE SHEET FOR CONSTRUCTION BENCH MARKS � DATE FILE NO.