HomeMy WebLinkAbout1289-D EST I MATE OF Q f. CITY APPROVAL OF ALMS DOES NOf RELIEVE THE DEVELOPER FROM
aENERAI NOTES RESPONStB1L11Y FOR THE CORRECt10N OF ERRORS AND OMISSIONS DISCOVERED CONSTRUCTION NOTES
ITEM D E S C R I P T I O N QUANTITY UNIT R E M A R K S DURING CONSTRUCTION. UPON REQUEST THE REOU18ED PLANS REVISIONS SMALL
1- ALL YORK SMALL NE DONE IN ACCORDANCE WITH THESE PLANS; THE CITY OF RANCHO BE PROMPTLr SUBMITTED TO THE CI Tr ENGINEER FOR APPROVAL. igrNDENOTES ITEM WHICH GOES NOT APPLY TO THIS SHEET
4 Iq . o(a L F. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ���/// .
CONSTRUCTION -CURREA?E01110N. CONTRACTOR SMALL BE FAMILIAR WITH AND f• YORK S1fE MO EXTERIOR STREET SMALL 9E NEAT. CLEAN. HAZARD FREE. AND BAGICftLL AS SPEGtFLE� 1 CONSTRUCT MANHOLE A PER STD. 510
1 1 Z•c1 4- L F• D - LOAD AS NOTED ON I�LAN6 ORDERLY THROUGHOUT CONSTRUCTION. SITE SMALL BE CLEANED UPON REQUEST OF CONSTRUCT MANHOLE 'B' PER STD 511
SMALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. tnE INSPECTOR.
3 1"(111 IZGP „ �' 3�-CONSTRUCT JUNCTI N 'TF 1CTURE 'A' PER STD 508
3 l D.CIO LF. 2, ALL PIPELINES OR SUBSTRUCTURES OF ANY KiND. TELEPHONE OR POWER POLES. WATER 10. THE STANDARD PLANS AND/OR DRAWINGS AS LiSTED HEREON SHALL 9E CONSIDERED IN �' 44 CONSTRUCT JUNCT I U LN' S i RUCTURE '0' PER STD 509
4 2177" 26P 3. 55 LF. ++ +tMEtERS. VALVES. FiRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS A PART of THE CONTRACT DRAWiNCS AND SMALL BE ON THE JOB SITE AT THE TIME TOP Or FATMM& V COVEIC DLCAVAttD PfA11K CONSTRUCT CATCH BASIN N0. 1 PER STD 502• 'W' AS NOTED ON PLAN
S .30" IZLP 610. 25 LF. „ „ Yi1M1N TME RiGNT-OF-MAT LiMi1f OR iN ADJACENT AREAS YMERE IMPROVEMENT 11. THEOF CONTRACTORNOi1fT THE CITY ENGINEER'S OFFICE AT LEAST 3 UNLESfi EM'WKE U0Tt3D I O1Z SHEETIt.ICs 6�-CONSTRUCT CATCH BASIN N0. 3 PER STD. 504• 'W' AS NOTED ON PLAN
61, Q YORK IS TO BE DONE SMALL BE REMOVED RELOCATED OR PROTELTED IN PLACE AS `J
7.j " rz� (o15.b9 LF. REOUiRED AT NO COST TO THE Ci TY OF RANCHO CUCAMON&A• WORKING DAYS PRIOR TO THE STMT OF ANY CONSTRUCTION FOR CONSTRUCTION ILP THE 5rELiFILATIOLIS'
"t 11 srANll+c. I 7 CONSTRUCT MOUNTAIN CATCH BASIN PER DETAIL THIS SHEET,
7 24" tZGP 73�i.�1lo LF. 3. ANT CONTRACTOR PERFORMING YORK ON THIS PROJECT SMALL FAMILIARIZE HIMSELF WITH 12. PRIOR t0 PERFORMING ANY EXCAVATION ON THIS PROJECT. THE CONTRACTOR SMALL SCREED DEDDI/Jfi 'A' TO PIT• �ONSTRUCT CURB OUTLET PER STD. 507
THE SiTE AND SMALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING suentr SNORING DRAYINCS f0 THE CITY ENGINEER FOR APPROVAL. iF SUCH LuevATU¢E Au0 btuwE or I PSEDDiAIb `I:i' �-CONSTRUCT JUNCTION STRUCTURE 'C' PER DETAIL THIS SHEET.
$ 2- P, CZGP 42.00 L F• 1+ �+ FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM Mia OPERATIONS. WHETHER OR SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY PIPe. TYPE OP f4eeEp AND _ O - 10 CONSTRUCT CONCRETE COLLAR PER L•A.C.F.C.D• STD. D393.
cl 1S„ (ZGt� NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION ILFP w1e.TNOD T u TO 6E
959.62 LF. tl ++ APP20vev PTY 711E 1!AIlsIUEEP� 11 INSTALL R.C.P. SiZE AS NOTED ON PLAN WITH TRENGHINb PEQ bETAiL TNtS SHEET
OF 1MDUSTRIAL SAFETY. THEN SNORING CALCULAr10N5 ANG DRAYINCS SMALL 0E
10 MANNoI_E 'A' I�j 1=A- rER STP 510 4. A PERMIT SMALL BE OBTAINED FROM THE Ci TY OF RANCHO CUCAMON9A ENGINEERING PREPMEO er A CALIFORNIA REGISTERED C1Y1L ENGINEER. R• O.SD •��.1' 1 lZ CONSTRUCT KEINFORCED CONCRETE ANG1178 PER DETAIL THIS SHEET
DEPT. PRiOR TO MY ENICROACMMENT OR CONSTRUCTION WiTHIN CiTY OF RANCHO 13. ARiOR TO DELIVERY Of RE1MfORCED CONCRETE ALAE 10 THE PROJECT SITE. THE E:LL�%JATtVLI TO TH1S ; "+� l� /IS D MIN.
It MAt�111C7L_E 'F�" I FA. PE ie STD. 511 CUCAMONGA EASEMENT OR RiGMT-OF-MAY• CONTRACTOR SMALL MRANCE FOR A CERTIFICATE OF COTrl1ANCE FROM THE LIME PERMITTED \
Iz _,1u1.1LTtol-1 STTzuGTUIZE �A` 2 'EA• Pelt STD. sob MANUFACTURER THAI iME PiPE MEETS TME TESTING REQUIREMENTS OF THE _
S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING STANDARD SPECIFiCAr10NS• "\ ' ~.`" �"
05 -3uti1LTlaW s-v)z_uGTU2E: SFS, 2. EA. PER SIO. 150r ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 14 THE G0NT[ACr0K SMALL VERTPV TWE EXISTING FLOWUAAE ELEVATIONS ��1�� Mj gED01M 'A
14 .JUL^46T1o" STIZue-ruIZE 'GGASr-- m I EA• PF-Ie DETAIL CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS AT ALL cDAWEen0" TQ OUSTING 5TCUCr11EE6 PE16C
SMALL BE SUBMITTED TO THE CiTT ENGINEER FOR APPROVAL PRiOR TO THE TO STORM DRAiN CONSTRUCTION. AFTER VERIFICATION, ALL CONSTRUCTION MUST FSEDDtNG INATE1LlAt_ FfEL1W P)OETOT
PLACEMENT OF BASE MATERIALS ARD/OR SURFACING. PROCEED FROM DOWNSTREAM r0 UPSTREAM TERMINUS. ANY CHANCE iN GRADE OF PIPE SHALL 156 '/12 D rUe PIPES 39"
(Cj GATGI-� REAS l�1 h10• 1 V•!= 4 4 et". PE2 6M, 502 Mu6r &E MCDE616NED TO PIT I3V THE ENGINEER PRIOR TO LONSTRUGrIOM. LA4bEQ Iii DIAMETE? A11D 4" FOE PIPES
GATLI-► BASIt•1 1Jd. \ V+/=Co' I EA• �+ G. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR TIME CONVENIENCE 1+kL I'T ft 101j"e 1N OIAMEZE¢. IN NO LATE
I� SHALL IT AE LM?5i THAM 0 PjEI_OYV AMY
Of THE DEVELOPER•TNE CONTRACTOR SMALL MAKE HiS OWN DETERMINATION OF IS. STATIONS SHOWN ON THE CONTRACT DRAWINGS ME ALONG THE CENTERLINE OF gE' L OQ GOL LA2.
11 L,ATLN 6AS1>`1 IJo. \ W= a' t EA. �' CONSTRUCTION QUANTITIES BEFORE SUBMiTTiNG A BiD• ANY ITEM OF YORK REQUIRED THE CONDUIT. OR ON A LINE NORMAL TO THE CENTERLINE OF THE CONDUIT.
la GATLHI UAS►t,1 1.1d• 1 W= \O' 1 EA „ BY THESE PLANS WHICH IS NOT SPECIFICALLY LiSTED iN THE ESTIMATE OF EXCEPT WHERE NOTED OTHERWISE. m
QUANTITIES SMALL BE CONSIDERED AS INCLUDED iN THE OTHER ITEMS OF WORK. Lai)E l t
l`1 GATGt-1 l�lP�7It-A 7d e> �j �//- IL}' I 1=A• PER STS• 5c4 7. CONTACT UUDEQGQOLINO SERVILE ALeMT ARID ALLUTIUTY e_OMPAIJIP'a 0V_ T6. STATIONS OF INVERT ELEVATIONS OF "PIPEERW SHOWN ON THE PROFILES ME AT c/�� c
Zo GA+Gt-1 F��,S►iJ 1^10. 3 W= 2 I ' Cr E A• „
A6e.uCIES AS VEQUize-9 Z WOEICIU(to DAYS PIZLOE 'TO ExCAN,ATIOU. THE FACE OF THE CONDUIT. UNLESS OTHERWISE SIroWN. S2E IN{ !/ t/-EV LONZ.TZE P4Pi✓
PROVIDED P012. LDNNElR1t1tLE 1.26 TNM` FOLLOWILI& : 17. LOCATIONS OF CATCH BASiN CONNECTOR PiPE JUNCTIONS WiTH CATCH BASINS. AS PEI?. L.A.G.F. C.17 STD. DWG. 7--D1-17.
Z I L QTt✓I-; CSP.-j t V3 v10 Vj-ZF7' q E A• SHOWN ON THE DRAYINCS. ME SCHEMATIC. 1T IS INTENDED THAT SUCH JUNCTIONS
A. SO. CALIF. MS CO. (114) 524-9411 BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASiN. UNLESS A LAAlC ]� FiF-DDINi& It PJALKF(LL NZOUI,ID P1PE(LOAD FACTOR 1.8)
22 MOu1_A Alt-1 GATGt1 g.ASI►J 4 EA. MIC DETAfL P.O. BOX 6226 DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES G' �2 pipe &,0*iSS S. G STREET OTHERWISE• 1N ALL CASES THE EXACT LOCATIONS WiLL BE DETERMINED 1N �"W" 4T ",?V_IN&IM& L%MP- SEIALL NOT F,-P- SS THTHE HE FOLLOWING:
GU2P� OUT LET i cA• PEK STD. 1301 ISS
BERNARDiNO. CA 52411 THE FiELD BY THE ENGINEER TO MEET FiELD CONDITIONS• OiZ LZI#,S,. THESE DlM1;NS10AIS MAY IN4LUi7E THE THICKNEep� of AUY `1'HEE•TIN6,.
D. GENERAL TELEPHONE (500) 422-4172 IS. MONOLITHIC CATCH BASiN CONNECTIONS SMALL BE CONSTRUCTED WHERE APPLICABLE. Ij� W VE¢E LD4Fk 11, IO' 09 LF," "W" MEA.,,uq v, AT THE.TOP OF PIPE MAY VF ANY VIMENSIOIJ
FOR UNDERGROUND SERVICE If. TRENCH BACKFILL SMALL KAYE A MINIMUM 01 90 PERCENT RELATIVE COMPACTION 6MTEIZ 1"M THE X0OVE "iP WIEP MINIMUM UNLEP+DTfHEPWKE1iPELIFIED OW THE PQDJILT peAWiM&
BELOW THE STREET ZONE AS VERIFIED BY TESTS TO THE SATISFACTION OF THE ,.
C. SOUTHERN CALIFORNIA GAS COMPANY (1141 329-2999 ENGINEER• G wKEQL covet top 6,mo rip-m TKAw tci W" N►EASueED AT THE TOP OF THE PIrE. SHALL UoT
2191 E. BiRCH STREET 0143 529-7010 F LUPE T1kTHAW E T IG P1-4;7i IPE 106 1SNEE."E7r V_ OY LESS- THESE I71ME►yS101.iS
WEA. CA 92621 20. THE CHANCE iN GRADE OF THE CONNECTOR PIPE MAY OCCUR EiTHER OVER OR
UNDER AN EXISTING UTILITY• THE PARTICULAR UTILITY AT WHiCH THE CHANCE
0• WCAMONSA COUNTY WATER DISTRICT 01 4) OOF-2391 iN GRADE OCCURS. IS NOTED ON THE PROJECT DRAYINCS. AT LOCATIONS WHERE G G t. . G 1--F A f 1 Q--P•G
M41 SAN BERNARDINO ROAD UTILITY CROSSINGS ME MARKED 0. THE CONNECTOR PiPE GRADE WILL BREAK
RANCHO CUCAMONGA. CA 91730 OVER THE UTILITY. AT LOCATIONS WHERE UTILITY CROSSINGS ME MARKED U 1• I pDI� 'A' SHALL FTE GOMPGsEDOF 19AWV.
THE CONNECTOR PiPE CRADE WILL BREAK UNDER THE UTILITY. �Q- MJL OQ `/Z &4 LRIKHEt7 iZOGk. IJ0.3 OQ Ne.4 LONLTLETE
AGls¢.EG�TE D¢G¢A,VEL Oe OTNE¢ GQIauULlT2_ AAATESLIAL AS `5,PE5C1F1Efl,UNLE64: oT4iF_2wlst= i.PP2oYt•D
E. SAN BERNARDiNO COUNTY FLOOD CONTROL AND 21. ON THOSE CONNECTOR PiPES WHERE CHANCE iN GRADE iS NOT INDICATED. 1T P5'YTRE. E1•Lbt1JEijZ.AN>' OF TAF_ MATEMII.L4 LKTED WITH b &uAfLT10AI 140 L 0,7-imQ TI4&u OF N0.3
WATER CONSERVATION DISTRICT (?14) 357-1034 1S ASSUMED THAT THE CONNECTOR PiPE CAN BE LAiD ON A STRAIGHT GRADE LOWLLZETE 54 &LL RE L14EP FOV_ PIPE Z-T" IN Di&mE_rEM ANP' L&VhF-7- AND MATE)zt&LS
223 E. 31RD STREET FROM THE CATCH BASiN TO THE STORM DRAiN WiTHOUT INTERFERENCE WiT" WITH A &EAVATIDN No 60Ae5E2 THj%.W TIA&T OF Yz.IAi " e ZL14"F 171Kj:� 5111,LL gE L1SE17
SAN BERNARDiNO. CA 92413 UTILITIES. FOIZ PIPE, 1GMn.LLE1Z T"kU Z-1 INL_I.4ES ILI DIAMrTrtZ .
22• THE CONTRACTOR SMALL MAKE EXPLORATORY EXCAVATIONS TO DETERMINE THE 1�lrET701A)L'Pig ',HALL >yE LOMPOSEI7 GF 4ANv OQ OT}4E2 GR4UULAQ MATE>ZIAL Ali 1,M4,�1Eb
EXACT LOCATION
AND DEPTH OF Uf1L1rlE5. EXCEPT SANITARY SEWER. AFTER UNLESS OTi4CQWISE APPeOVED KY THE ENI&ME--m, P.NIp SHp,1,(, if1E GOMPLt`TED PiZIOQ_
THE EXACT LOCATION OF A UTILITY HAS BEEN DETERMINED, THE GRADE AND AL1 GN- TD PLbc-tm& BdLA.MJLE Of aNr_V_f•ILL .
MENT OF THE CONNECTOR PiPE VILL BE STAKED SO AS TO CLEAR THE UTILITY.
27. WHERE CONNECTOR PIPE HAS A TRADE CHANGE EXCEEDING 3"45' OR DiFFERS 1N Z. CONCRETE 0&r_kFILL NNArmaE SPtsLtFlt=_f7 ON TtlE P7A.IELT DFAWINL/'i SHALL FTE 420-C-20Ct7
DIAMETER FROM.iHAT OF EXISTING PIPE. THE USE OF A CONCRETE COLLAR AS LONC¢ETE POURED WALL TD W&U- OF rW)Jr-H FZ&A TOP OF 6EP121W& 'A' TD A MIN11d1UM UEPTH
PCE L.A..C.F.L•D. STD. Dwb. 2-01513 SHALL RE INLOEPOFAT®. OF 4" OVEi2 TOP OF PIPE. L01JGlZETE PtAGCFILL SHALL RE USED FLNZ e.L. P. A •C•P AS
IMMUMPr7 Oi.I STD_ DW&• MJ°. 2- I7 7-t,3 .
24. WHERE PTPL'' PION/ VELOCITY IS SGEATEC INAN 2O FPS PIPE
RFsVLAGt et TtGTAtN SiyN1TtT([yrWfCC11JE161 TO SE 1NCFEA6E0 I" Ar INVERT
GF1AwaEL WALL PBINPOR[eMeNT M¢-G S flA6''S p1A4• tS. REINFORCED CONCRETE U
PIPE Tc 6E MANUFACTURED PEE STAVD *b `
•lIMIL.A¢ TD St1-. B-6 ' �- _rrcirseATIONS FOR PUBLIC Wtxlcs coNSTlzueriw(ek"GN ISOM).
N • WET CAST OC SPUN TYPE MFT14006 ARE ACCEPTABLE AND DRY Phelf
4# Z"L - _-. Z_»` goF5,Att� J(� Z* P ."FIE HEAD METHOD 16 UNACLEPTABL.F PER c.irY REQU1M1AEA1ry5• >•
g1C�AK OLiT s Z'Ku + �" a0 f 7
• TLtENcH Q>=N1A►IhipE2 QA�EL_
r*.dL NATURAL.
uNg r• � wroTla 1�lATURAL �
.� �•
�c , L1Nbl5TUR8E0 8 UNDISTUIZC�Eb I l I z
z "W_ wALl.s SIDtL SOIL
A , - ANO INJE¢T• ! -
L.,-„ Q RLP ANC.IIr7RS ' I I '1
--� P•�' a 8 1 I SAND GAC K�ltl SHE E 1
� Flow •
'I
oP-t. CVNYT. 4 . I LINE F 41 I
4�0 jT. T� P.v C. olz v c.P. 1MAIM
;a .
Op I
A2BA1G OUT ! �` I N /t/
LINE G►1A0'113L WALL. QGIaFoi'L+a4 �Y � � /!`y.h !i --- t7 Q•
PLA N - TOP SLA
TT - E�IYf1*ly c+tAaaT►L
t2" l
t-T rr T' r-Y 1- SECTION A-A LINEA' p,
GUT E`1LPo 7e_v RE111Fo¢unlc,t I I I I I I I I I I I I I I I
r7'-O"
�t ►►t�, �ot►sT 0 £
• La�6 tc�x,•yrlacr catAN. �,TEE� AT _Ela 7_ of Seo' I I I I I I I I I I I I MIa SECTI�iV g-�
OUT NATO RE1+►R• ' SHEET \8
s� J OPeNToP, P�oTToe�\�A13p - _ # `F- -- tZ� 3"TYPICAL `'HEFT Z / LINE o
•• �� k•. I11To _ �.--
- . :•:_a,''*�. - WAt-S of ,L11JG-rk0I`4 -
M.g. <« sTkwimse V pu- _1OwvT PIPE PIPE X OT
�i GiA a1IA�►. ST 2UGTU RE . - L 'C' m
c ) - w1JL•sN Pos`'`sL.c SLDPE SLOPE 1215TANCE1 1
4DAP5 ®
� R
s2p12„ -
CHANNEL IRIVEtrr GoiNTla - _� ,_-.'- _ •r �1r �.,�r` . -,� -
'4 !OD%
o
`��•�� •�... ����\� � �/��/� ie6.6 /o 14
•,. : �;ti•,•T�,• � �extSTllur ulo.+J*►r3L 1►1JE2t ° LINE B
ILL- EXIST ZMAMUEL CF1NF.OTLEMENT
CA�sT 1+1 PLAGC oey=•1 GOMPA.GT7c�
D¢Y 3 TyrLPAc-C Afouap is LINEA
�-P ELF_VAT IDNwil
SH^
LAP' REIAF7RCING 30 DtA
rTMACS ZEINFOE TNG STEL PATERN(• o4 BOTOM w ALL 10� P C
f T2
,
n 5 LIN O
SECTION A- A
J 'B'
REIN FORCED CONCRETE ANC-901Z DETAIL
JuNe-Tlbnl STIZULTURE ElUTtANLEX02 \ A
SEE P'IETAII_ NO.r� Q ' 4c LINE '0'
AT e-INANNEL 1iJVEIET- QD" 61>J1✓oe
GoYEtz Arlo4v
L-11"�T 0AN7LEo5, 1
• A __- 1• PIPE ANCODES REQU ABED ON ALL SLOPES bF 1:1 OR GIZFATEte.
W'4'-o' - A 2. ANCNOQ $HALL EXTEND IZ" INTI) NATURAL UNDIST'URRED SnIL.
Oe 2.'-01 3. COAICQETE SHALL BE 480-5-7.300. /
J U lV CT t ON ST2 [! CTU G? E + GIS GA SE II s v mYs 4• d>N .4025 FOE TP-APAZOiDAL TMMC--1 SECTIONS WILL CDNF02M
TO TRENCH GROSS 'GEC.TION AND EXTEND 12" INTO UNDISTURBED SOiL.
PER A2MY GOEP OF ENGINEERS STD.
42ADE AS SF10M/a r 4"
ON PWtJ'S _- N MIn►� -
INDEX MAP sy
V IPLA N D
1" ° 300, � r/9 LINE
77
LL V J A'-b" e0w ¢FTe GAP O►4
r_LA -5, GOIJG-MAUL. W Tf4 go-F S"
7nmE .ATG 'PIES �1JT1NO
UU5
0 3 3 g• 40„ •yea cevatt
1- I� - C2 1C." pETA1L_
r
-LI FT 1�4A0VLm s
� I uo.3 P1AtL CITY OF RANCHO CUCAMONGA
� - X F"� GO+1T11.1u Ol1S
TN�v+ "ee.-T�i>n�noY�I I 4 plp� p - BENCH MARK B 80
of wlaDavl�i , Ato" 5,00w"
, 0w _ oT10 sI t-a^ ELEV. 1742.913
4.4 PLA>IS - I I -T /LAPP p z"Aav CHIS. "O" TOP HIGH CURB. SOUTH SIDE
�i►Ahl 131rRNl�►RpINO JAaJ-E Y•4 - _ I WV-A-1759V40. 14 wi E+T" , OF D/M 821* SOUTH OF POLE . 1072464E. CONSTRUCTION BENCH MARK
MA'T1or1AL. �01ZE!5T V,%Ve LncAT,o►J I7." " v1� SIZ:e EAST SIDE OF HERMOSA AVE.. SOUTH OF
SNow� or► 90. 3 a ae 0-e_0.W o AS �,FIoWt1 WILSON AVE ELEV. 2205.56
t>LAr15 GErlTEPLE� ,IJSLJa� oN �a SET No t T. L.S. 3002 T.C. 32.2' DESCRIPTION OF REVISION DATE APPR .
MET�rTE¢ go coyalz DE'fA1!_ W. j HAVEN 700' No
eve�a'')G' 1i(S"4ALJ•IP U 130L-T NAtJpLc HIDDEN FARM ROAD C I T Y OF RANCHO CUCAMONGA
4 NlpDE11 -Tb vedP 1N fLCGa55 ItJ covE¢
�aeM >zcAo PROJECT 3� 4ALE v4
V,v� 5LE>adE N G7'-4" Mt tJ• �l1 LOwFI Oa
SITE � L2�,1Jvo¢C.E1�I�aT vLA+•IS
� GA2¢AtZI ST.
b��'u �A y CONTRACTOR' S RESPONSIBILITY FOR SAFETY TRACT iVO . 12332- 2
y4"1L121Xb lv''O•G F3�+.YT AS
y� vjnrzTt<_AL_ DOWELS S�,T.1O� A_ A iN SUBMITTING A 810 FOR THIS WORK. THE [omm&cm AGREES THAT HE SHALL
�rL1FT NpNDLE p1=.TAIL. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING STORM DRAIN IMPROVEMENT PLAN
V AIoTES THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL
-1 -2 ve--c. SwK1L_E PERSONS AND PROPERTYI THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
1"11LLS1 Q }- o¢ eAU-rrETz 1. $'`-s a'-o 14." C.o0e_ 9L0GIC W1TN No.3 STEi:L
Qppp V v� IC." O.G. VE1ZTtGAI- A"12 �" D•L• 1a01Zt'�►JTAL- AND NOT BE LIMITED TO NORMAL WORKING HOURSr AND THAT THE CONTRACTOR
SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS
Z. 51L_L_ ALL.• FSLoGKe7 WvrI4 61R.ouT, FROM ANY AND ALL LIABILITY. REAL OR ALLEGED. IN CONNECTION WITH THE APPROVED BY - DATE ZZ ZJfa
> ;. %A,,= of c•aTcN Be PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING CITY ENGINEER R• C• E• NJ. 2397
Gcr15T i_UGTED W ITT-! CLASS `5' 1-00C_Ze-TE. FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. Q�ptiESSIO
wtt_SoIJ A`IiENu>c 4. POV-1-LOOTAL STEEL -7RA"_ $E ?LA�EP tN o �1� M 6��,F�cy DESIGN ASSOCIATED ENGINEERS RECOMMENDED
Qo�1v REAM BILKS•
BASIS L�� SEA KING T. K.T. 9259 UTICA AVE- , S T E 100 '
T`C P I G A L TAE BEAeiItIGS ARE &k,%ED DN T14E CFAVTEIZLIAIE DF HAVEN AVENUE W RANCHO CUCAMONGA. CA 91 730
OIB.>�3►a► DRAWN SHEF T
Ave- BEARING NDD"ZZ'61'E AS SHDWN ON TROT No."I582-1 KE6DPDED * TEL (T1 4) 980-1982
VICINITY MAP Q / IN BOOK III, MAGES 73 THROUGH 76 OF ZEC_OED5 OF 5UEVEY, ♦� gtli� �►� I.M. 1. FAX (714) 941 -0891 16 OF 21
MDUNTA1N GATGIJ► 3A'c71� 9a_TA%I- A ICELDEDS OF THE ::0U1UTY OF SAN SEENARD)ND , STATE OF 'F�OF'
N.T.5. GALIFOENIA. CHECKED It 28986NNO•/�
DATE ��"3o'�a FILE NO.N-LL SV-1 1%9
�Y
M
O
2� N
7CS R1
__., _. .. _ .. .>
i
lu
G.B. Ne.3
v=5•Sol 7
0
In
o '� r
2120 �.s. tvo;3 2120
v t +
rC L• 6% 2.4-°71 afr 5-.251G V V t Q
bJ dNC.. '67M. 'A'
Q h Q
2115 b6F��• �o�¢��• 2115
� _. 4 � • � 'r- 2140
Ia gbfvQ i
Ivk10 r
1b �``a!hr -
T �• �'
5.541.1` 24"Ptcr n , S Z
L 2.20LF `n s Q
2110 f Q- 1 s 20r-4 V=c.3•, fps 2110
It Y =33 fps 1-150D 1000 p +� _
Z � Z
PROFILE APi FILE 8' N. b t_. s= 0.00G5
SCALE: VERT. . I =4 SCALE: vERT. :I 4
It OR t Z.: I=40' NoR l Z. :1•.qp' (�1 h � �/ _��- _ --� 5 s o.O 2 z „' 2 )o '7
2120 ,, _-_------_____�-__---- �„ E .o - 2120
-t - -
+ D
Dir
O Q` mac` S=p.D103 w �w
+O 5=0.0222
r 6�v
ti4
c +0 3S8 .&S7 L.F
1 203. g,F LF 3�"SCP 30" 2CP
ld-• 3> 175 O D 175 0 P
/ ' 64.24l.•F 33"RCP 234.09 LF 33 '"Rc p V.= 5. 19
� k Q tO0= 54 c.f s. V Q (oo' 35 c.¢.s . tt= 7. 1 f•P•s • M.14. A �.b.�
k 1500 D
2100 �' Q lob = z 4 e..-C-. Q- too 94 c-f-4.�D• 9-1 �.p.+s. 2130 2130
.249.98 L.F. 33 2cP
5'00 D
too
c.{ S. V • t5.t3fPs
r�•0• iC r8
2125 2125
r � � e.� c• � �d
T. 6.01, oylti> P R 0 1 ' L E cp =
t�-p C�% <.1 1NGPEASE PIPE TE}ICKAlESS
11 4 LF "SZGP t" AT INVE'R'T SCALES : HORIZ. 1%40` 3a.74L.F Q 0. 13 s-
5 2 33
I�Qo D VERT. I"=8' ra"RcP P
Q too= 14 c•f.s74'v - 54.G f.p-4
10 11 12 13 14 15 16 17 18 19 20 2000 D
rRoFtLE 'G"
-GALE: YE2T : 1"-4'
P L A N NoRI L. "=40'
CONSTRUCTION NOTES SCALE : 111240'
la DENOTES ITEM WHICH DOES NOT APPLY TO THIS SHEET 5TA• l9 + fo7.04 5-G
-CONSTRUCT MANHOLE 'A' PER STD. 510
�ONSTRUCT MANHOLE 'B' PER STD 511
a-CONSTRUCT JUNCTION STRUCTURE 'A' PER STD 508
f --CONSTRUCT JUNCTIOON STRUCTURE 'B' PER STD 509
Sa--CONSTRUCT CATCH BASIN N0. 1 PER STD 502. 'W' AS NOTED ON PLAN o/ S'fA. W*2-7.0,2 E.G
66 CONSTRUCT CATCH BASIN NO. 3 PER STD. 504. 'W' AS NOTED ON PLAN 3 « MA W LIN I✓
5 E
ONSTRUCT MOUNTAIN CATCH BASIN PER DETAIL SHT. 1` t STA• 194.4o.vo Gol•lST 1+1.1I`A' SNEET 3 of !v
CONSTRUCT CURB OUTLET PER STD. 507 7, A : ,°
�---CONSTRUCT JUNCTION STRUCTURE 'C' PER DETAIL SHT. 16 Ld
1110 INSTALLCR•COPCRETE SIZECASLAR NOTEDRON•PLANF.C.D. STD. 0393. 47 ? Eq��7
WITH TiZENGHIU b PEtZ DETAIL 4NT 1 G J NT /91444 O p
JZ T¢ttcc lZE1NI'DQLEc7 LON1_0E-TE X>.IGHO7 PEiZ f7E'CdIL I�iNEET t 6 a III 122 h
W 126
u
x�,L,�Gi •t G
7' PI2lvATE ORA/NAGE- ESMT" 3 , ' a O �pS�M�ts Zj. 7 SAT. 18
38 ` �2
STA.Il+02.59 EQUINE PL.
• O
48 CONST LG- Nc.3 G'E>' 30' co1.1ST M.M 'A P62 Sj17 r710S� °
STR 504 W'28' v=5.39' LOIUST
W/!B`QL P CONN. Pt PE 12' 18' I g' R 570- 15C)&
(2.20 L.F.)W/L.D. PER J.S.'A'
STD. 516 CASE'6'. w A:45 G'�''+ E " ? 3•, / 1 � �
15'LCrAL TPAIL C-SMr F--70' G'I•l6' L 6,
110 �G !� �i�• A
a �Y. �=2114.31 ►a J L N
d �� 123 125
son
froMF- A' A,SovE �pNhT Gd J h
pa E(iU1tJE P�•
S' N 15"3i ZZ'E T
L- IL &
' � S•tA.1'1433• :ZS; n2A vt �.
�• h Z 6 ` $ Qy No 3 PEtz STD.504 W (5.4S LF� I
�--ICcP Lam' 1s �¢N,ca 124
y-tv. SIS �M
37 PEQ Z Q�IV
exp GASE ' i
T
2` c, • v. ho ' � toi ��," v ° �y�
9tP 12� 1'1•°1(0 E-G 49 \�P��h� srq 1 C�� 3 co • 1 1 AC,E
>> F•,vwc°1. 84a-t� I stis� 2 '��Q+v M.y %q r�3 3 , pgIYA'fE ��
109
STA. OY
DESCRIPTION OF REVISION DATE APPR .
J`"�a'�"� 3� 3� '° � CITY OF RANCHO CUCAMONGA
GA
TRACT N0 . 12332 -2
Exrsr. co" yc
RCP ,4as0 % O
. ..�� N. eG Fy
aTq >; ' `� 1 �', ��' r" STORM DRAIN IMPROVEMENT PLAN
/. , Ss 3 rr� Z
50 \ � �. 3�1a1 �' LINE ,>,B»
40
OF
CURVE DATA APPROVED BY _ DATE 3(7
l5' EQUESTizIArl V-,4 F- Zo' ,9 Io 14' 4a•�' a�" CITY OF RANCHO CUCAMONGA CITY ENGINEER - R.C.E. NO• 22397
-11zAll- EAL)1�MIr 100.00' 40.x. jQ.S, 2;"1Q"Ij(," BENCH MARK s 80 DES I GN ASSOCIATED ENGINEERS RECOMMENDED
100.00' ".o4 �y2.01o' 35'32'53" ELEV. 1742.913 ,
Ioo.00' -IV•'1'7' 40.39' 43'�9' 14• CHIS."l7 ' TOP HIGH CURB. SOUTH SIDE T. K.T. 9259 UTICA AVE. . STE 100
v,,4� S So.00' 42.9[.' Z2.01' 3o•4L',3" OF D/W 821• SOUTH OF POLE 0 1072464E. DRAWN RANCHO CUCAMONGA. CA 91730 SHEET
So.00' ►0.05.' so-4q' '76-41'c,0" ; E/1ST SIDE OF HERtiOSA AVE.. souTH of CONSTRUCTION BENCH MARK TEL (T 14) 980-1982
100.00' 29.98' 30.92' 3�1'21'S9" WILSON AVE ELEV. 22os.s6 I.M. I. FAX (T 1 4) 941 -0891 17 OF 21
x 1;�? SET N. L T. L.S. 3002 T-C. 32.2' CHECKEDDRWG . NO •
04 p• W. E HAVEN 700' N. E R.C.E. 28986
t9 (/'r -� HIDDEN FARM ROAD DATE f/-ao-88 FILE NO--A-7---" 15V-1
o�
i
a t
r F N d
MOUN7J4rM 48 �N+
Vt4 -12 +0 �
t
2135 #-135
�. M.H. A
c•g 1�b- �
S 0. 47 3 V= 3.48'
16 0 _
2130 112 2130 t, 6a 2160
2FIN/s>r rrQADE �2
v �? 4,YE1Z 5TOeM DCA111! / c
W 2 Z
N 8 F cp g F�rrS?' G2oUND
Q
N
to
14.0 l.F IS" R.L.P VSs D o
as 1- 50 D
Q VQD = 17 C.f•5• V 33.5 rRS
N 41
• ,p h h4 .�
w FtIrrISH zsaQADE � � M
oVE2 STOIeM PPA/AI EXt5t1NCo GERUND J
MoFILE 9
sCaLE: YERT. i"=4' 2140 / 2140
2140
_..�--- —. -- 5=0.004 O
5= 0.0040
'
5.= 0.00'55 S6
I ��• `'s ��` rc cR b y�. � •
A
a �
vow ,�ti°`� 2120
212 _. . 265 .'1°S- L.F. i8" Re-p
SO-7 -1(w #_.F 7-4"iRC P oo >7
teei.°I,7 L-F Z?"fze-P 1-750 D �' 100` 9 G 5. V.= 1G.'1 -Fr-s.
Z000 P a 100 a 11 V . 3.S
S36.GS L-t= So"r2Cf' 4 100' 15 C .f s. U 4.5 f P.s.
11150 v LINE C
0100 ' 35 c.f 5 V -1. 1 �rt•s
!NGKEASV PIPE THICKJVESS rJ6&LESS H O IZ t Z: 1" A-OI
PROFILE I.. Ar INVERT v ETLT: ►"- 8'
SCALES : HORIZ. 111=40'
VERT. I = 8
_. 20 2"L 22 23 24 25 26 27
_ 10 II 12 13
P L A N CONSTRUCTION NOTES
lu DENOTES ITEM WHICH DOES NOT APPLY TO THIS SHEET
SCALE % 1I I=40' 10---CONSTRUCT MANHOLE 'A' PER STD. 510
CONSTRUCT MANHOLE 'B' PER STD 511
2 2 y �--CONSTRUCT JUNCTION STRUCTURE 'A' PER STD 508
CONSTRUCT JUNCTIOON STRUCTURE 'B' PER STD 509
y0 �� G 55 CONSTRUCT CATCH BASIN NO. 1 PER STD 502. 'W' AS NOTED ON PLAN
CONSTRUCT CATCH BASIN NO. 3 PER STO. 504• 'W' AS NOTED ON PLAN
o-7 —CONSTRUCT MOUNTAIN CATCH BASIN PER DETAIL SHT 1&
O �p'�� C�•Q7 , Ai o-CONSTRUCT CURB OUTLET PER STD. 507
�► 6ell \ 1 Pea' �--CONSTRUCT JUNCTION STRUCTURE 'C' PER DETAIL SHT. 16
ORO-CONSTRUCT CONCRETE COLLAR PER L.A•C.F•C.D. STD. D393.
11 INSTALL R.C.P. SIZE AS NOTED ON PLAN WITH 'IY..ENLNIN& ft5¢ VSTAIL 4"T• 1`
0 1'j [�A1�sT¢L1GT IZE1fJF0¢CE� LONLQETE AIJGN 02 PEt2 'PETA.I L 'SN E C.T 16
135 S 138
`Tr ofU R VE VATA
R: 30 DO
I �•q�88
•�, a6 Tv 17. 05'
a, `o, 5 .44.. CITY OF RANCHO CUCAMONGA
BENCH MARK 8 80
ELEV. 1742.913
I CHIS."O" TOP HIGH CURB. SOUTH SIDE
OF D/W 821• SOUTH OF POLE a 1072464E. CONSTRUCTION BENCH MARK
I EAST SIDE OF HERMOSA AVE.. SOUTH OF
WILSON AVE ELEV. 2205.56
136 137
SET P. i T. L.S. 3002 T.C. 32.2'
143 W. E HAVEN 4 700' N.
127 E
HIDDEN FARM ROAD
We c ' 7� �IVATE DfZAINA6E
EASEMENT
121
.INE 'C'
0 � � l2' S•P EAS�r�tErtT
LLJ
0
T�p�IL �'-'•' GoNST. la"ECP
tl
3 0 -"A,• w+27.0 E-L. ISS LOCAL pjZAINAGE Fjsl�- l 15`LOCAL TRAIL F_15EMENT
Lr M47-CH LINE �• DIY
SITE sHECT 1.7 126 DESCRIPTION OF REVISION DATE I APPR .
( � � Sf4• l O+OS•5 I 6.0.
x ,� I 144 0 Q�j�N'.°e���. CITY OF RANCHO CUCAMONGA
122 �U �.�. I GQ sr�*. 2-r+<,o.&3
Q� No, Mai � NO .
CONST. MOUNTAIN C• S. PEI! �, , .� 10.3. 1.91 * TRACT 12332 -2
r�tr�r1T Dv�gz Kc CavNy PE(Iq•0 Lf I ,�.� ' �sf� cm ��`! STORM DRAIN IMPROVEMENT PLAN
&ONIST. Zr" I ✓rA. 10+40.41 F.-C. OF C�`�E
LINE N " " 11
� � \\\ T � �;o?.�• � 48 B 81 LINE C
N24°30'0E
1Y
_ o
125 _ c.g. 3
—� �l - �P\ wW4 , = VED BY
� 5 CITY APPROENGINEER R. C.E.DATN0. 22397
S4+S0.54 LINE �D
123 ,;, t coNs: M °O 00 ���� ^ 4 LD. PE¢ STS SIS ASSOCIATED ENGINEERS
/ sEE rICOF/LE 'D' 14 5 caSE
/ o Adovrr A+ 30' DESIGNT. K.T. RECOMMENDED
9259 UTICA AVE- ,AVE• . STE 100
124 �-rA 22+83.91 caJs't-. M.N.'A 87 ? �. DRAWN RANCHO CUCAMONGA. CA 91730 SHEET
1 TEL (714) 980-1982
sc0 A=45�* ul 147
I. M. 1. FAX (71 4) 941 -0891 18 OF 21
- F LINE "B>>, �h 146 CHECKED N� R.C.E. 28986 DRWG - NO-
/ pA
p W DATE �r-30-88 FILE N0.82-(' PKI
r
.(0�
.
a F• a
;
O m_ `HJ 2FAGE N
a o
N- •c�' p '��
t8.43 u*,[Y T � I tik N N
to N MOVAt rAtN
•(• (> M i -4 '13 i- >3 W.M.
o - + + c �5.-fid• 3 FIN. r � .
� - t-. - SutZF C.g . 1. 0.3 tv w•s. CArcH B.astN
�h FINiSt IE17 V 3. 46 t 6"70
�( _ (o. 10 ' FIN eT;7
5u¢Fa.GE �� Q V 4.17 Ft_ k�b ZI.JIZFb.�
� �
45 w s 45 20 ws M.N. A 20 15 � // 15
C. P . tact . 1 µ.�.�. `w•«.. �H•�.t..
V = 4.50' �--� _ 6'wA-►>=1�
PM 14
o
0 o '�<-� ,D �� MOlJNT1frN M.14. A
•� � . qs�
.o• CAv TCHs 5
5A-6
,
IN
I-- ka&sz0 4040 4�' a 2040 vteA DeAjia i5 15 10 #O 2000
2000
t <-
=:
S=0.oi/8 �I, �p�'� � � � ,lh Ge R STIP!/CT. A
�,,' t,' • .s 4�t. ¢t-• �1 � ,� � dI ni h � � 1 �N,�� ` .lZ�� ��� rc•Q A^ti•��'` JZ
g i lr'?(1`�'• * > Q 2 rt•it 1$ �e 2'c< .RL ' ?A'
6�1ZouaD oVE s` N H d}J 4`' 'fr e� ' ' �•A'
6 �ZQ 3S 1 R �C'd�M DuA111 Z �^ p L 0`4 ,1 6i
.t +�. 4Z.O Lf Z1
-'�+ h U Z SB.87 L.F. lgp .e GP 175o D 95 '' 95
O X 14.61.L. " '.._� Q 100 = Z.$ c
50.5'9LF 31 RYP <. �gS \ jeep 12SOD 13.44 L.F. -� V= 22.3 F�5• � se
,zsov 4 too- �► a �'s 18 PROFILE F 9
ir
L�too- vs, 11.06 1..15 27"10CP \ 22. 1250 D � 4
T.
VER : I = 4
�! _ 't•'� f PS. IZSO D Ido` 14 G•�'.S.•
V'I'I.G f•�s• _ V= t•4o P s o HORIZs I"=40'Q XZJ
4. Cos. PROFILEGPROFILE H2020 �T „
2020
HORIZ. I =40'
HORIZ. A"=40' �' IOO `lrz.4SsoSo tcD.F
P.cP
t 11 -
'' ' ' '� s; o•o�Za �"� $w N N I: PROFILE 'E'
r� SUQF4 t3 IF. HORIZ : I��-4d lit
„L�r C"Z-3
C.FS. t�o •'�
WAS
N b•1_. Z30- 6:5 L-F- 36 TZ.C.P. � v. o41
bf �,. r t t d3
V : 4•y 0 -� _ l 2 50 P
8 WArER MA If( Q too - It.4 c•k.4�V' Z3.Z �•P•S g• 4.
F`'• o.o
40 ppe��t s' . 40 2000 7,yc�
N � � 2000
oo JUnlc. 577eucT. B
IIZ.74 Lt= 'S9 RCP f/G.57L.F. �4Z Z eP.
•x:36
1 �
R5 t �t,Ev•
1000 D 1300
Q %oo- 1 (v4 c• f•s. aItOa• 16'7 G•f''• Q 215 Fs
,�s�'• J V • 19. b f• Pg • V 1q.4 �•P.,•. � v•Z-z�.3 f.Ps. 1pti
35 35 r7o.4`z L I✓ 4z"Ie.c.P. �� s s,
LINE D atop- Ztst°fes. V . Z2.3 ,��5. � ° °8�9
41.,Nc.Ftt•trcP INMEASE PIPE THY_V_MESS t4F�•F`'�
P R 0 � ' � ��• 1� � 4• Go�•T'tt-ALTOS Ta �l�2tt= (
1Z40D
Q too a 23 c•f s• PROFILE ' I 1" AT IN vaer' L E � V. Pczio2 -�-o r
Q too 255 C-�•S V ZG.S f �s . a; k
to gK• Got1STTzu G"(•t ont
_ Tr.-51-
VERTSCALES : HORIZ. I =40 134. 211 LF A2"Ee-P (set- move wLmu F�
V 7'3 I =4VERT. 1" 8'
HOR IZ : C=40'
= t35en
32 31 30 29 28 27 26 25 24 23
NOT'E:
JorNm musr 9E SEALED AND
P L A N40'� Gb' be MORTAEED FDK 4Z" PLP.
M , of P �t`v- CONSTRUCTION NOTES
S ALE • I x401 �ot1 b�`,�' a �,'�, a
A. � �tv�t� pFt � 0� L ,DENOTES ITEM WHICH DOES NOT APPLY TO THIS SHEET
tw t7� Q���Q (F 0 1 G CONSTRUCT MANHOLE 'A' PER STD. 510
ti 2 CONSTRUCT MANHOLE 'B' PER STD 511
fly o Z �,`_% 68 P 5 A . Z7+ 12.20 CCM/3T- ,JuNc 3 3a&_CONSTRUCT JUNCTION STRUCTURE 'A' PER STD 508
.#4 �• % ,I; `� STEP 'i4'PFe 67 508 A=36°5Z"IZ'' 4�CONSTRUCT JUNCTt00N STRUCTURE '8' PER STD 509
V 40 CC �/ Od �$ q,�` / �'S•5" � E=4.5'� L= 7.O' 55 CONSTRUCT CATCH BASIN NO. 1 PER STD 502. 'W' AS NOTED ON PLAN
` N���PQ• m b' � �� 0 'f� Lp GQ ` 66 CONSTRUCT CATCH BASIN NO. 3 PER STD. 504. 'W' AS NOTED ON PLAN
� v �' 77 CONSTRUCT MOUNTAIN CATCH BASIN PER DETAIL SHT 16
�V�A.b � VV q�L No y11t��' 3, CONSTRUCT CURB OUTLET PER STD; 507
,, � ` G ;'L���o'"at}I'y!� -� z / 9�-CONSTRUCT JUNCTION STRUCTURE C PER DETAIL SHT• 16
vN P ��• 1 S'� Y� LQ��i 5(0 ,� / 10 CONSTRUCT CONCRETE COLLAR PER L.A•C.F.C.D. STD. D393.
4, S �•y J)" '�" ���(t Q� h .b `�A• Z4+80.02 9•L. Lo"T M.tt.`A' I 11 INSTALL R.C.P. SIZE AS NOTED ON PLAN WITH TZEULHING PER DETAIL SHT• 16
}� 12 GOIUy' WbT ZF_jW FDIZL® GONGMTe &UC R01Z PER DETt�-L SHEET I6
5 ���" m � 'r4� ,GHQ �? b �b�•��t I�P�' - ESS •�� P6+2 srv.5 t o
69
h• g e 3� � G�' �� IMA p► M Q q� v
�•,�•D �� 7� C i' v y Cr h( 3 �j G2
u /r_ DATA
o YL
'let
'�Zg qQe A �'
fl Atn •N �, ,p Q ( �Q / G,
;� r Go0"9T. 4Z" 2L.P _ Bio.oo
� '
IR" A�j
c- a a
y n,^
spa v.�A De ?0 T= 570.00',o �i • 15 LCL TT:AIL E"EMEN7'
98 X00! �, �, O• 4-T02M DKdrAJ Ed.EtAE:&rr
s N 5
9�
100,
67
Q` Q`• E v
^ C -
�Q! �Y� ��_ ` 5't'P. 254-04-am C
No461' MN.
R1
�' -r- �sa .j conlsT. NIouNrgrrJ G.d. A Ft2 STV• 511 A=4.5" q
PW- VETA 1 L SHT. I y=S•57 a
092• �_�..� W/C 9.55 L �ltf. PIPE 4 \
66
63 a \ co�15•T. 42" e.c.P It .J d v
>a 64 Ole ti ' Z
J 65
_4? 0 ro V V Qi
o4�PN4�t7 DESCRIPTION OF REVISION DATE APPR.
ro 92R-�a ,� c�,tzvE DATA 0 �a �� a� IF CITY OF RANCHO CUCAMON GA
say jQ�S�4 oo' t� �`� vQ7
� L = 214.8si� �fi��� �• � �
tee, T= 1�.3�' xp� � TRACT N0 . 12332 -2
�A STORM DRAIN IMPROVEMENT PLAN
PNN�L u�4.91 LINE D
1,6!of �,��► t,
00 �`�^1i APPROVED BY DATE
CITY OF RANCHO CUCAMONGA / DOp I GUR/t= DATA CITY ENGINEER R.C.E. 0. 22397
BENCH MARK t 80 � 23. Q,pFESSrOh
Q q! DESIGN RECOMMENDED
EL EV. 1742-913 iii' EQUESTQi Ati.1 V� M• .49 F'c A�Oi✓ A T E D ENGINEERS
CHIS. `o'' TOP HIGH CURB. SOUTH SIDE TZAIL sAeS mEO-r \A\ T� ►1.76' = T. K.T. 9259 UTICA AVE. , STE 100
OF D/W 82'• SOUTH OF POLE s 1072464E. Na nw RANCHO CUCAMONGA, CA 91730
CONSTRUCTION BENCH MARK DRAWN SHEET
EAST SIDE OF HERMOSA AVE.. SOUTH OF � � E,y.3.31•!1 >t TEL (714) 980-1982
WILSON AVE ELEV. 2205.56 4 ! I.M. I. FAX (714) 941 -0891 19 0- 21
WETS HAVEN.& 700'3N�2� .C• 32.2' sr,� OF CHECKED4ptj_ -".C.E. 28986 DRWG . NO.
HIDDEN FARM ROAD
DATE rr-3o_N- FILE N0. 82-teGBK1 (�
e
Ir
bi
+ V•4.40 N T
klµ v
lu 4` �JQ- Mr.s v 3•Sio y�y M G.
C•B• IJo•3 ti V.=
V = 4.01 r r W-9 4 K�
Oki. MN opt , N•i•L. r
8"'w.M•
r a� w•s.
. . J M.A.45 45 50 50
70
�y. �, c. � � rr.g_ �I o• '
c
r
t k� �
JuNcseur• $ SII Q
5' 9 `> Io OVEI? 5ro2M3r�� h ►.s, ��� t L1•DJUS-1` M.N. TA 6r1A•bE
40 �o> 40 45 li E` 45 2080 4rr- Dlearly t 65 r, 65
Ao,Fc� Z B w R 'e Iz1+.44-,TE1-t petVE ^A�.
M
t$ �� 1000 v t-" O Q V •,g. f TcA< G.g_IJe•
�� g.s' 4100 IZ C-�•S• �41•�y M = � r'l4rN / �� V= 'S.�iO• � � 1i `.
+ E
ZT•71 L.F. L-1 PI ZZaAI �,�� I I v
25.22 23.73LF �R
M IS"RGP I A
I$,,RCP 18"erP = 1-7 C-4e, 2.94uF Q b Q� 10 1250D 1 ( v
4100 1'y G'f-S' 1250 D t25DD 4100 „ _ c_�.s. 0 Q 1022117 f Ps. PI1115HE17 �' 1r!`4 w.s.
V -7.4 F t'S V = 9 -&z QRS S op a100S.o PS ' h v O ` /
PQOFIL9 rJ R >s /� y,o Ayb PROFILE M 'i1.iRF 6E G•g. X0.3 Ati 1 e.L . I ,�.,
. • SLE : VET : ' 1
3G4LE': VER7: :1'-4` V` PR01=1 LE K r �. / '"r,4 V = 4.0'
NozIZ. 1":40N•�.1�-_ HOP.IZ.: i`-40' e'w �a.�. a I ax•
SGAL-E •• VEKf. '• ("-4' - ' ""- C' C-8• f�C• \� �'1 ` p ��' G3
Q N Ho121 Z. • I"=40, .
^
] a� 9 \I% 1 a•,! f-1'S• A v- 23.1 V•RS• w.: .e,c� 40�
2060 ¢ 1=1aI�i1�>✓D �jLItZ�AGE o,,E1z �^ s'll ° ° es.84 69,0 2060 2160 1 I e M. �.�� , I ; 12 2160
V + �oRr�l ��A1►.1 -moi Q
+ 1 750
M Q ' 0\ pv
_ I � 0 �• , ly.,esg
` tOb- S.20 c ter. r .301►.1, E�rsT. t8"
v's� � b� 4.If o � �8�> V$ � t♦•e•�. STut3ouT
�` N / � v' <• ` FIIJt'iH E17 I 1 fy '•�'c
0.0 6 �' w; 5U IMAGE
0 Mi'avNTA/N
1134.721-.F 27"1Zc•P eArG! BASIN 11 W/,4 LF 01= 1$" ¢GP
� M.N• A' ,JaLa ItihS
0 y(P0 x3 = I Ooo D ~ ij� I �AST�t3o�rT STu13 Ear w>:�t
12 4.F. 1$" 12LP
5, 0 ^ SS Q too 40 c •5. V 417.1 P s ¢�, 11 (�zo t 250 O
2040 1 o a �� ` �,�"'�� v 2040 2150 Ya '* 4100 41 f c.s 5. 217.-14 I_� �s.2q L_t= 143~ >z�P 2150
f p oq't a !� tia 32.0 L F lw, TdGP 1500 v
/I S 0� <. <' 226.40 L.F. 27e ftG.P 1'XL�sT. JtltiJe7.� 24 I-GP 1-7Sov
1 �t 2ucTu2c 1250 17 Q loo `8 Q l00 t3 c- S•
J 3S `Oev
A.
V 1000 D I 40 &t3 f q �� ZI c�.s . � V = Z3• S
-4. 4 too = 52 c s• v! 1l.1 f t►s.
f v z z.4
� 71F" R•G P �� 4•"1 S• ,
.3 Zoe n Pao 1 r..1E o
�' Fv 58.21 L.F.
" 30" 2[-.P. • O' 43.21 L.� ��c Q 10�b$f PsG OFI sr✓4cE Hoet '-t''=4o'
50.3'1 L-F 3L RL.P �ooD v L I Z7' �ecP PR LE N
1000 D 4 Ioo = 72 C. �. 10000 Q too t Z8 0•f s &-A LE . v,sler•
a s tt$ •f-4. v = t4.-� f.Ps. �.3 f.Ps• PROFILE
V = 1!o�1 �•p.5• •r i 1 folelL. t"r40
PRoFI L6 'L: � 1tiVGQt:AASE �I� �'Hir.K1vE55 �•� C>,nrtleAc7`o[ `tD YArCFI� tcISTIN�G
YALE '. VEPr I'ry 4'. SCALES : HORIZ. 1•:=40 1" AT INVERT INYERr ECEVA'TIONS rktOE TO
µ021Z• I =4o VERT. I = 8 co>vsr�ucrront.
32 33 34 35 36 37 38
P L A N
SCALE : 1 = 40
•�,y 1 cu2JE DATA
i 1Z= SO.Oo'
L_= 70.?S'
SysCG 98 0= t611104'0ri"
x cUV4B ATA EXIST. L.b•
1000 S?1zuGTu%zE W/ 18" RLP
1 , STA. 10I-Ti0.76 Ext . ,,u cnonl
14.Z9 STu& ouT(4 L.F.)
1 h H b hti o= 4- 15' Z3 "
1 2 cuRvE DATA T= 37 .16 ' 32 �• �,
11 0 ( �'�Q� •(• ir-z aioiO.q.)' O I 31
L_--*-".2s' 1�Xt'ST. V✓
` E tiaaP �Q�d L� �P -r-sze, ?s' j� 7rA• to.-00.00 UPIZZ&M PL. I I v
1.'
�A� ti� �1`e � D•'W 2 J � STA. 1�+I2•moo RI►JC�STEM Dtiz. 1 � (' STA. 1O+63.00 4. r.�►.JST. �.8• -0,*
�
G 1 �P a In 9 7 ti �v, , �, - I FE� STP• 504 W=z ,
[� q ' W/L.D. PEt2 STD. 51 a LA.-'s ' 5,
L I P I Z Z A N // , Cl�NN. PIPE 32.74 L F s ES 64S�g STD.
.000
g � �
�// h erg'�4 11 `Jp�� w Q
0 /
�, Q• / h� f Ar\� EXLST. 33" tzGP / H EXSST_ Z4" 1ZcP
-7M 4L
0� A L.f•) `' 4 c ��� C 2EF DvJ4. I�lo. 13413-D,S1zC lo)
x�'y1• r ti .�a+,\/ Pp,t7o�G S(0 �'NN pts C21 q S !i _� D _ 6'� w`.. S �tFtiL�
25 _10_1
o w Z to 10
J
P.3 L.w Z. WjZt Gp' s? t.i0 0 u 3 Qipn Z N ,b •W
JtAti� ai1� , V d 4 N J r V 3 o
t y.� ,24y,�¢ 96 z $0 95 STA• to+4°1.00 �o�ls-r. C.5.
m 70, w r.�Ok W t. .s E h v { d J Q 62 �' vE1z 5rv- Soo W= 21' ,
e'V „5P II - OA �1 Q 11 Q W/L.R Pr-v- YCD. Sl 6 G'►.SE 1 e
lti � 2? J: aQ '� enVN• PIPE( l S.Z1 LF)W/L•D PEI?
h .4 Gr� 'h�'' v GoN`� `n a r 6TD. S 18 CASE'6'
L � s k 2 t- tv tQr � STA. r 7 +-ro.oo ¢ co�_5T. C.8.�3 �
V D 3 `l` v �I PE,e 570 504 W=28', V=4.72' STA. 1-7+'70.00 'E GonIST G.5.�3
`�1 ���i V� p� GASE B , r r
vw) ��,• j LDNN. PIPE(4B.36 LF) W/L-D PER LLYV N. PI f'E
'V W L.D. PE¢ STS_ SIB P1=� 5TD• 504 W- 2r V= 5.0
�^ 0.111 QO yC 19��� 'r' p v r I W /L.D PEQ STD SIV cIrES 0,
5ro. SIS 6A5E'S' 42 24 PE f2 57�.S18 LASE�9'
n b
p,•o V 1.1ba �(.�Q Ito-
07 \ q O - W
P �y4�\ g7p 1 B+ I I.O 0 � COIJST C.8.' 3 1 1
SEE PK F1LF
V O C 0 �My � W
N �,43'aI'33'MI A6ovE N $•q Z' At,' PE1z STD. 504
'�` ,y,1• (.G',�b q- �t. _ E PKoFl LE �� -�. K/= 2 I', V- 4.o
y¢ (( DESCRIPTION OF REVISION DATE APPR .
to �,4'y�PGo�ti �ry,�p• aQ0 6 �" \ L p60YE 3 �' w --L_ _�_ Z w/GAS A Sta
vy _ - � CONN. PIPE�I2�OLF.)
a � - CONSTRUCTION NOTES W/L.D. PEZ 'STD-619 CITY OF RANCHO CUCAMONGA
kV otiA t�, 445E 'B'
DENOTES ITEM WHICH .DOES NOT APPLY TO THIS SHEET
` 71 _ p a-CONSTRUCT MANHOLE PER STD• 510 TRACT NO . 12332 -2
X44 �0 . N ,h' -CONSTRUCT MANHOLE B PER STD 511
4 10,
Ay OtJ J '•Zv X 75 �-CONSTRUCT JUNCTION STRUCTURE 'A' PER STD 508
4 , E, pQ n �4 CONSTRUCT JUNCTIOON STRUCTURE 'B' PER STD 509 STORM DRAIN IMPROVEMENT PLAN
IC7 E4Ut-ST2tAn1 72 73 p:cD "' �-CONSTRUCT CATCH BASIN N0. 1 PER STD 502. 'W' AS NOTED ON PLAN LINE I p 1
TRA 1 L 1✓A<i�Nt>✓11 r 11+ 0 �l
66 CONSTRUCT CATCH BASIN N0. 3 PER STD. 504. 'W' AS NOTED ON PLAN
7 CONSTRUCT MOUNTAIN CATCH BASIN PER DETAIL SHT 16
Z a a v CONSTRUCT CURB OUTLET PER STD. 507
t�CONSTRUCT JUNCTION STRUCTURE 'C' PER DETAIL SHT• 16
��1 M�� 10 CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C•D. STD. D393. APPROVED BY _ _ _PATE
CITY OF RANCHO CUCAMONGA A � � 4 � 11 -INSTALL R.C.P. SIZE AS NOTED ON PLAN W►'[H 'TREMLNING FEV DETAILSNT. I& c CITY ENGINEER .C.E. NO . 22397
h h Q 1fl p 12 CZM17T17i W QEjVjF01ZGED LOWLMTE AM61407 VEI-Z. OETA.1L. SHEAT 14 ��fiESS10�r�
BENCH MARK 0 80 ,. v >d CQ �tLM. F7, DESIGN RECOMMENDED
ELEV. 1742.913 1 -0 . �, ASSOCIATED ENGINEERS
T ,
�• M d , � =
T. K.T. 'rcc
CHIS. "O" TOP HIGH CURB. SOUTH SIDE rO �� �, � 9259 UTICA AVE. . STE 100 _
OF D/W 82'+ SOUTH OF POLE 0 1072464E, I Na 2ls9� • RANCHO CUCAMONGA. CA 91730
EAST SIDE OF HERMOSA AVE.. SOUTH OF CONSTRUCTION BENCH MARK LINE D "� d `'
n n � �, �•1N1a1 w DRAWN TEl (714) 980-1982 SHEET
WILSON AVE ELEV. 2205.56 rQ t3 J'r pV� I.M.1. FAX (71 4) 941 -0891 20 OF 21
NET(NHAVEN.& 700.3NO2�t•C. 32.2' 1 4 OF CALVE CHECKED R.C.E. 28986 DRWG. NO .
HIDDEN FARM ROAD - NO 82-Lf-ftl
DATE �1-so at FILE '�a
N
W •
t to
2240 ��cCD It
2115
3S h�
r-13. R!o • I w.s.
L.S. No. ( N J
V= 3.50' 4 T s=o. 19b (L
N o�
+ -
ZIP N
• 'EtctST• G.itoc-1i.4o
" P z
Fv �, szEr�to�rE �X1ST N W
\ \ I ted" R.GP Jo►t•� � J N
zi To 1�IIT.
f=lrl�s�1 G�P.DE Jua�T• y tizucr- 0
225Q
o 4- .2250
I� v. ova STo cz�n PC2A,�.1 2220 G
1=1 n1 t 5 N Su R 1=AGa� oV t=i2
Ay W 10D0 17 0
\G.�•- -� O d +Q Cktoo- 29 C s• \4 7.3
/ Q Of G►izoe 1t!
0 + 3 FTOFILE 'P' C.5. 110. 1
3
Q Z SCALE: VERT. : V"=4'
W �RGP , 1
LU
2200 2200 2230 \
1 2230
8
a EX1 JuacC #,
�iTP_t..Ic,TU GSE
Z7 1 .,o-1 L.F 1$'' RGP
17 So v Z 1�I . 1 C. L_ ?1I•" tz�P
100' S c f s• v • ►t.(a f. S . 9terc ,a t>►-mew S Z s o D
TO Z000 D 4k TO YEIei ExNSTiN6
* cavrRAc'R� 1*i' �• loos 9 c.�-5. V = 12.(0 �Q5
LINE E PROFILE INVEIer aLEVATION-5 Prcots
SCALES : HORZ. I"= 40' TO CON16MUc710tJ LINE ' F '
VERT. 1%8'
3 2 1 0 3 2 1 0 10 11 12 13
CONSTRUCTION NOTESST.
DENOTES ITEM WHICH DOES NOT APPLY TO THIS SHEET TACKSTF-M P
�—CONSTRUCT MANHOLE 'A' PER STD. 510
2 CONSTRUCT MANHOLE 'B' PER STD 511
�—CONSTRUCT JUNCTION STRUCTURE 'A' PER STD 508 SCALE = I"=40'
C:) CONSTRUCT JUNCTIOON STRUCTURE 'B' PER STD 509
3 CONSTRUCT CATCH BASIN NO. 1 PER STD 502. 'W' AS NOTED ON PLAN
CONSTRUCT CATCH BASIN NO. 3 PER STD. 504• 'W' AS NOTED ON PLAN 1
PGS
CONSTRUCT PER
�� 5 - (`�-CONSTRUCT 'CURB TOUTLET TPER BSTDN 507 DETAIL SMT 16�N qyl� —CONSTRUCT JUNCTION STRUCTURE 'C' PER DETAIL SHT. 16
tD CONSTRUCT CONCRETE COLLAR PER L.A.C.F.C.D. STD. D393. 0
H� 11 � INSTALL R.C.P. SIZE AS NOTED ON PLAN WITH 1TMZNIM& IEe DETAIL. OUSHT. 1(e
Z
(1`j}C0M-SpTZU4(,T QEIAIFOQL® UML¢ETE NkiLHOQ ?F-7-?F-7- T7ETI.IL SNEE-T I/o
m•�Qa O
v' 0`
J
�O -0O .�'� 2x°) a t 0-
C% �A- q gp ,1 P'� dbT.4. /Z+07. 3e s•c.
2 D `00 oft' LPA .
�N III 4 2 CpN�T. G/ITGN /s S/N Nb. 1
14
/� cUMVE OAIM 0 5
C I I LO/VST •r4
t 0-- zoo.ao' 35 II 38 If
Ar 01044*1�10ff
I1 ALL �• Tr /7•I/ ' I I � � -7•C! / 4 N�?
31 ( I / s x'►'�
12ti z ` 1 / N �P
13 \ �°` I 5
19
p I I �• �� �l�J� \� \ I I / n CCJI�[Ve OA•r�►
G• 'I50' d��'2" a�0� h�4%0 12'5.D.
v \\ 12'S.D. EA�it=MENT
J4Q .►> 6A�i�MEalT _ �Ib• 3b t/
Q ��.�y T* 964
• N
xb �°' ti' 36 s ,; �.�i �'' I I ter.►. /o raa.ao LINE F
N �• A ��4 37 3 o I I r X/e-T. A l•H.'.A..
d�P• a� � z� x�9.F'' X04• � '�°
V �4' X ,I• AT M.D.G. Goti1ST• t-.5. 1,6. 1 fcXtST. � iZGP I I
/ �� ( DESCRIPTION OF REVISION GATE APPR.
�9`� .�� c' PE2 iT D• 50'L , W=S , V=',.Io / ��f v_er-. DINA". 848-D I
fy ,(� ff►' W/Z7'" PCP CCWN. P/PEC/3.75L•F' `-'FE � Asa 10
of a o► W/L.D. PER 57P5/S CASEE -C- �FL'P \ � _ � � CITY OF RANCHO CUCAMONGA
19' EG?�.1�STcztAa —
I
1'1?-A1 L- F-A 9e-t-1Et4T —��' — — I I &X/5T. A
LINE E P - - a�F ow�; e_o TRACT N0 . 12332-2
20
.R.6� O �� Q,A� I I 4SHEET 11 STORM DRAIN IMPROVEMENT PLAN
� G G,� • �o _ Is � ST � I
� -rtzatl_ eA,5r---M�,-rT LINE "E" & LINE "F"
S � �•��+8'.9� HILLSIDE FLOOD CONTROL CHANNEL
APPROVED BY DATE 7 r
CITY OF RANCHO CUCAMONGA CITY ENGINEER R.C.E. N 22397
BENCH MARK s 80 �pFEsslo*
ELEV. 1742.913 �Q .0, DESIGN ASSOt-IATED ENGINEERS RECOMMENDED
CHIS. "O` TOP HIGH CURB. SOUTH SIDE
T.K. 9259 UTICA AVE . . STE 100
OF D/W 82'+ SOUTH OF POLE s 1072464E. CONSTRUCTION BENCH MARK �• 730
DRAWN SHEET
EAST SIDE OF HERMSOUTH
OF AVE.. SOUTH OF w RANCHO CUCAMONGA, CA 91
WILSON AVE ELEV. 2205.56 � E».�31A1 4 TEL (714) 980-1982
;,♦ ! I.M.1. FAX (71 4) 941 -0891 21 OF 21
W. IL HAVENT.
& 700.3NO2�T.C. 32.2' �1� \E�cim4�` CHECKED a R.C.E. 28986 DRWG • NO.
HIDDEN FARM ROAD p
DATE KJ FILE NO-87--(-415K 20 ��