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GENERAL :VOTES I I 5 ' •, i-�-1-- - -��'5 ,- /«71 4 /VST�UGT1ON /VOTES (STo/eM peA11V) QUA/k72TlF5 PEMOVE ' 1. All work shall be done in accordance with these plans, the City of c EXl.5 T /g ,PC P� /S L-F t4 os'OG I 3 ' c " �� AL.L SIrEL RE/A�/F REMovF FX/ST 1W' KC F� Rancho Cucamonga Standards and the Standard Specifications for Public �` s w'4 F 4" O.0 p-Laq PLAN Works Construction - current edition. Contractor shall be familiar I ? C p� jr i8" ,rte ^ �� g-�stti� �Q.� 1, D �R /98 LF with and shall be responsible for adherance to these Standards and A �l - - /0+ Specifications.2. f� T AL[ 8T i F All pipelines or substructures of any kind, telephone or power poles, ' � �- '�� �,; . � � � ' r 3�, V•�,ti 5`' Z� � �` � j r�;�N ..�•�a • t « � « water meters, valves, fire hydrants, etc. shown or not shown on these �' ¢ �¢ � C 4 ` L - - -- � ' N 7� Ti n plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed , relocated or protected _ in place as required at no cost to the City of Rancho Cucamonga. 5Ff rio/v A -A s Coni sT �l.' • C'."j• x,e,v! ('�A:,v ;�,,�, /f 3. An contractor Q✓ P , Any performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to - i 1 r- '4 `' T, , -4 �3 - '-L ti'S1- .. 1'�T.'CV ST,Q lT�/.e'E �6rt' Sri 5,- existing facilities resulting directly or indirectly from his opera- C_, ,o t 7;�� �I y ` tions, whether or not such facilities are shown on these plans. 14) h - t � . �,� , /t+bLi 3 .;: r4.14n& owe / EA [�1, v�7.v A �c►,tcA 4. A permit shall be obtained from the City of Rancho Cucamonga Engineer, - 33 "�"�� 1 {.� /T� S7"r7 Depactme:,t prior to any encroachment or construction within City of - - 1 I L�1 4,�/f/OLE T'E� Rancho Cucamonga easement or right-of-way. , 1 I ( \\ /D - -rl B _ D 1 v 33` I G� �OV5 r _'.a r�rf 3�a5/n! 3z C;'y' 51"n 50� S. All grade stakes shall be set by the Contractor or Engineer. Paving ,i ten, ,4LL STEEL itF/NF FG r /[G P' ` + lLY AL QHS ADN PER S'TD 5 /O SCdKCS snail oe sec ac all hinge points, edge of pave ent points r� -� ^+ 3li` 33" -- ''�✓� �� " within 0.01 foot of sub-grade elevation and at not more than 50 foot �-- 3 -d6 PG,tfOl/f E rl3T 36 �L' I"' R.c -__ intervals. Additional paving stakes may be requited by City Engineer - ? E.a p PL AN PL 4 N ,,s, OL uG EX/6-r Ty 1 ,rrc as Headed at warped or vertical curve areas. SEC T/C�iV � "n A .S�-CT10A.1 6-8 4z MNs r �o/r/Eo MA,t/NOL� �F-„e D6T/�/L B NEA'6C�c/ ! � b. All sewer, water, electric, gas, phone or other utility laterals, mains , or crossings shall be constructed prior to paving. l -rTIFIrP A 4, klrLE D6�A/L "A ,—/V7 MOD/1e--r/FP 147AItII)rLE P,�� rA/L �B , S s/. 7. rests ^f e'_nb3rk�^2^.r _c^.s::..� ^., ..�..:.!: �.ac :::' ,{'VTE- COA15T AfAA1H04-XL PF.az c/TY 67Z'> .vrrW-� of R .ViTy os �EMO✓E E</ST QUTLb r -STac/C rue6 6"Al patting original ground and all sub-grades shall be performed at no �4NC/�E^ ������� � E cost to the City of Rancho Cucamonga. A written report with these 5�I' 5*-, f �// •/LIFT/On/ STXL.C77/Xe AV./ PES LACfCD 3T7e'• NO. 2=D/G9 compaction tests shall be submitted to the City Engineer for approval Cpt/S)" �l" l2CP O-LOAD PER PLAN 7'y.l.O L.F prior to the placemen,: of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to ,«MIDVE EX/1T/NG y8'/tCP 7YGOL.F the City Engineer. LA0in9 all tests or determinations completed to Lk • verify stability oil concent and Gradation of asphalt Paving ' ACEMOVe RX/ST JLNCT/OAI 6TiPUCTUQE" /,FA . 9. Prior to inSt311atiC; CGw�T_ 34" K C /0 D-L 44 tic>�AA! 470,t Pr of any Having . a materials report shall be submittea to the City Engineer. Listing all tests or determinations completed to verify: R-vo/ue, sieve analysis and sand equivalent of 6 2 aggregate base. , • q a 5 y 3 Z 10. Paving shall be performed in accordance with R-Value and Pavement tests � taken to determine structural sections (prior to final plan approval) l— !r ..�� f/At AH+rrr �g smawr sus sf/eltr /ale v 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks 2 W/��N 1 — —— — which protrude above the sub-grade and all voids or depressions shall - - ,.p T,,ff be filled with a fine grade material of a quality better than the natives /SI/ material. 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant- �registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly)applied at the manufacturer 's recommended rate fur the full pavementwidth prior to paving. /713. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall rake his own deter- mination of construction quantities before s„bmitting a bid. Any item of work required by these plans which is not specifically listed in the estimate of quantities shall be considered as included in the INDEX MAP other items of work. NO SCAL E NOTES Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 ,� �,,,, �/. vo/aes dor A. a or+d c ore shown on the project shall be constructed at each intersection. ' --:-� drow,ng, f/ewvt,on Rand E/orof,ory S are r (p�' _i ✓J~- Af'ec. ehown when raft& �-ed cee Note Q. �%��{� / , -.*--- Z. J/•l,o,y •1Oec//i+d on 4*0-.. + ,�r .I AN owerserlw" of 15. City approval of plans does not relieve the developer from responsibility center- /nets of ~07 1~ ,`nd AeMrra, ewcep/ Mee �I Qery If's c, pr- v9ry or the correction of error and omission discovered during construction. �' -� - w/� AP AW ; ,r„w,.,, rr eek/► Aw.w,n cenrwrrer ►f �s was'& ' �.c �I e/ «u,o a own of s/r,,.r A� v- Upon request the required plan revisions shall be promptly submitted to x 1,a, w: «»4•olwn e - Rrnro•c,,.� ,r«/ „+ea aw p.r t v/nr, ,/ro,yA/ Ari',Ww v I Awv �O'K'^iry *ors I/} dear /Le.nr force or concrare ur"ks. the City Engineer for approval. � Nee SECTION G_G •r,6erw,a. Show n. ' & \ -4104" fe W lora one of #,.e and spocrno spee,t ed ler wall A* pj 1 ,' a rvls,v of a/«/ «+ plan, •nd s/,o/� ♦e cYr► ,n Mn/er 6. Work site and exterior streets shall be in a neat , clean, hazard free, r� / y TABLE •""`""9 ""d ,e"/ AQr IV cvt—Pd bOce-1 P fArr J . LQ •ib/en.r.. .Jr,on ab,Kl...► afler'_y state , throughout construction. Site shall be cleaned upon r =11*e er ,�`W boej d""•"is' s onr,/ N bars when *Orr" of spur is /t'r kSJ request of the inspector. m'i11i' y below aorr,/ ,f ma," A•nv, and Owme 6 bons e 17, f'ontnct all 11tility Companies as reouired, s8 hoi,rs prior to excavation. re's e r �, MAwor ~r/ of ip•"r• 4, M•or Ares obi'/ f� { of ~,n Arno. 'j V L. 6,, 0 ,�� \ s. iu„•/,,,, ,tr,Kl,,,., ,h.1/ be povr,ed rnenol;M",col/y Q S.f Y1 OROilECr K/i Iors ►,th "rain A,r►e atorrw 41W-P. 1"4",60/8 or• 1 J h-On1,l,on. �! S fbor of a/ruc1400-0 a,6o// be "tee/-h-owe/ed /o p' I /tie ,prim 4,9'. ra. ISL •`11L ! r •✓opo ps, •/ Af drys. r• r x fmbedn ""eI P, shell be !'!or a -SO"w- /.s, k � f.f N07-E� and d r it O o.rr IV �J SEE G/ry OF FzAArrNQ CMCAMO/VGA STD. ORAW/NG ie/01, d. when f rojecon Rand y ^/,o,on nor,not shown Z SHT. 2 OF 2 FOR LIST OF UT/L/0-Y GOMPA/V/ES. •chwrMcle, s on the project drawinggs inlet opining "/tial/ %//G AN M1 ST PLAN j«0-+/ inches be/ow the 30 1111, and Inlet pipe s/,o// b• j Il /old on o stroighf grads frown morn line to catch 0-w or•. /s 'star oru .wAn basin or to grade break in inlet line. '•. f/evotion S SAO// be drown on the project drowings L�l"IGA/ AVE • r _h,e0- ti when inlet opening fo/ls more thou C Inches be/ow s �0 the soffit. and mIct pipe sholl be lord on o sfro,9ht O ears Any sAr+drd r y geode os s to ted abort. I H ears_ ,111111111111111 :f sora PJ" u 0-G s 0 f/IrOf,On R shall be shown on the projecty le�INIr! /MAP �c 10h drawings onlr when o stab is to be provided for g� C , ea �' ' • - i Z It future construction or in 5; /ef pipe. Mo 4ZE L G�/Yb �vrwt �vatH (Ae«1- ..iE�"' .i T/e t c ear, -,- : 1 13 93D a 4c •.• /oi 1 Q �E✓/SE s D DUrLET P�W� D!A/N DELE T� UrliY PE2 Y !Ay � e GONs�rucl�P� i 1 ��G�Prs e ,REVEL-DPL- e By OFE/LCt' ENG/NEE PS �1.T. 2.e CITY ,E�E,c/Cf! l�•24 ,(,A'0 7/ C.f/iSFL-EO /,t/ WEST F(illl{� 1G ke C014SfrU }L , ;: ; r: . .:�:_. saIA I- mer cofte r4r tis z b / CITY w/A /-��s ".., �.,.�.,�., , „ � � s�i/�g3 DESCRIPTION OF REVISION DATE APPROVED LFAIZ> c J' CU.eB R6 7ZIRV .40- mieU SECTION P P does, w eo,.�o•et_aor/r. relVA-A"9.Ar: / 7 r•P«s1�4 er.sv.0/,cer:wrt0 Ac f//L1.S/DE C-a/E AC/p .44'IE7HYST. swr•n" ~y ~ •ftwrw r s~L•� 1 CITY OF RANCHO CUCAMONGA ,� ,f.,/M serl,.h,rQN eor�A b s,1v"n el-rr,wl/. EZkv�r,CW= /8�3. 74T aro � : To 1�� r�loeaf�l � ,TUII/CT/ON 57/PIJCTURE . 1 0-Y Q/ L. A- Co. F. C. O• STD. Z-OlB9 TRACT N0. 13930 • � � %� � 1 ► � 1 oto 571 north of 4V 1 ker, oT IrwH fi ; TITLE SHEET l y I I Y I 1 I coptplicf,; * ik ! I I I oIn flsdu'I7�,d~°wtuy I , / STORM , ,DRAIN PLANS APPROVED BY: DEPUTY DATE: - - - - - - - -•fl - - - - - - - - - - - - - - ` - - - - - �if/'f (600 (7�d Ve• CITY ENGINEER /� ..�-�-/: -�` ��-_� RC.E MO.�'�,-s-�-f-- - T - -. - �,-- DESIGN H GIRON / HERNHOLM RECOMMENDED l 3.si-T� t ENGINEERS INC. a I F;,1 I I / DRAWN 1 !109 VIA VERDE, SAN DWAS, CA SHEET / M.K. 91 731, (714) 592- 6830 of 7 / CHECKED DRAWING NO. R.0 E NO27gib S•G• DATE / 0 FILE NO S TO /1/I O/Zh //V ee o��Sto7� OG(� 11v PROJECT SHEET NO _ OF i . --- -- —_ --_.----- ---- ----- -----__ ___. ._.__-_—.�..-_---_e-...__`_" .W._... _^._._,_—__., _-- .-__.r.__._—._--__ —_.___- __.__.__. ,.- , . __-. . I 1 -�T�j -..T_—._T_. .—__.�_._ t ! P i - 1 1 1 } 1 f 1 , , .T. f t } i ' P fi , + E ; I 1 1 i i 1 ! jj 1 1 1 -1 I ' i i i ` � . M 4 { ! } } i I i I I 1 i I i { I 1 i t 1 } 1 i 4 1 i i 1 fi ; 1 i I i i E : I { ' E i ! E I 1 � - I 1 ; I I I 1 - I } 1 i ) 1 I 1 j ; 1 { i t 4 } i tt d t - - ±- _ .? , , , ! , _� ? ! _ I ; 1 ? 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M 1 J ( i ; 1 -I * i i 5 { i � t 1 i 1 � i i ' , I - 1 I 1 f , i - 1 i I I S ` , ; , -- i 1 I 1 - - 1 i _ 1_ - I ijf{ 1 .' -I i { 1 1 I f -I -i i 1 i , ff I 1 i ! t- I ; i 11 1 � I fi I 1 I I I i } i - I I ; { � i j 1:IC , ; % 1 i I i i i I 1 ? - 1 1 t i i V i 5 I ( ; 1 1 ii i i 1 k . t 1 E i I } 1 { t t it . { i f . , 1 '� - i f j i i t 1 t - .� CA i i I I i IF { I i i l ? I i I P E i I # I + 11 f } , I i +{fj { P I- 1 1 � { I I t i . . C -{-- 1 I I ? ERT l"' 1 1 E !M N - J i { i i ! 1 I 1 S 1 � i . J ? I 1 1 .1 ? >- i D /5 20 5 CFS �{ : ; ffti� _ �,� I i ! . • • - , . : L T 00 1 Q , M : �� /O 9 S 7 G S It - IF . °� v I 6roRN1 ORAIIM alROE DATA I ! * u a' A 6TOQM p�A/N G't1RY,E pATA Q L'O�'r�PUCT/ON NOrEf. ,2= y5,oo' �O d = y5 00 , = 600 R= ZZ,5' �. '5ToRM DRAW eg*WWM7.4' keVW5 .. /8" R�'R STD�eM z, A//V T=x/5.00' ' I� � I `C' L- /7.107" " - - O Tr 9.3Z' -a= /O°/3,0a" ®G}7AL'ST 33 R.C.<? ISTOi2M ORA/N ,Q= /0Zro.00 " //+3Z-N1 *- C B. dzwsr. e4 1AI ' I . L = ?5¢. 32 ' �. ®CONST MANHOLE pER C/TY 5T0• 5/O - IT W=Z/' {!s yZ7 w=2/' ✓=lo s /Z7. 50' t . .? 1 (3 9 ✓ b Cj T ®COq/ST, CATCH BAS/n! Rme C/TY STD. 502•W1 LwAz cerRv-SSiON PLFR,-lV 5v �c- p h ® CON`57 2�/" RCP. STb.PM ORA/it/ �. fi b - 8 X V / � %- I �, , _ _ _ � �� _- - - — — — � o N I � - -=- === "V 1 _ _' . - - - - - - -- -- y\ SCq�E. 1" I \ - — Qw I o� \LBu �q� 40' WlL SON `� 1 ;� — — 1� — - x ���ti�Sw ro F /NrER/M STORM ORA/N 1p � � % — _ � /MPRO vEmENT PLANS 1 ti —`� as s WL SON A WNW STORM ORA/N — — I i�coP �2'ry +( E o r� . --z _ �, * TRACT No. mwo f? M q'Fo �v �E� � I pp - N t � ��L �. V � F C Al REVISED HGL AND Q'S PER SUPPLEMENTAL HYDROLOGY STUDY „/_/93 J,��/ 1. . / ! = _ t !g DATED MAR 4, 1993. BY. .LO4X, ,eJ fjoG. 0/.F ,ew : \ `oil —zzzz s � et. DESCRIPTION OF REVISION DATE CITY I� r^ � APPROVED "J �— r II �; II CITY OF RANCHO CUCAMONGA z �. •- k;;'L/'el I NO* '01 / 1 I I 8 STO Al S . IIF I I I I . . / :,-� • _., APPROVED BY: DEP Y DATE:11-8'96' -'`V)`�'P-�'! ' ,; CITY ENGINEER Gk RCE-N0 ;r�� h �� GIRON / HERNHOLM i�- G, DESIGN MMENDED BENCHMARK• r ''�a, P.H. ` ' ` ENGINEERS INC. `'� " 'rt' CITY BENCHMARK NO. 71 ; CHISELED IN WEST END I'k..-=`*i <-; -, �j� i '; DRAWN 1109 VIA VERDE, SAN DIMAS,CA SHEET OF CURB RETURN AT NORTHWEST CORNER OF °�` M.K. 9177�3J, �(J714) 592-6830 �oF�— HILLSIDE COVE AND AMETHYST. �. .'%-_;�;•.� / CHECKED �!(/-/ — DRAWING NO. ELEVATION= 1893.747 v _ S.G. DATE 8-8-89 FILE N0� 14/ 3 --D . , I PROJECT SHEtT NO. OF Z� 1 1-1 - - _ - - - Mi j 1- -j 1 1 . J J- t j f J= t 1-v FA VIA id W4 IrA P LZ ILA - s I --_ _. - - -.. - - -- - - __ or _ Ft -ZVI .� D 15 S S 7 - co 9ToRM ORA�A/ GURVE PA STOeAf p)CA/ Ad = �'oo opo" N ey"w pATA L'¢tl5'TiPlJCT/DiV NOrEs SV5.00 7t7RM D1RA/1VCZIr12�ArIT�_ Lt�t r /d" RC.iP STORM ORA/N T'9.3Z' a- /O'/3"oro " ®GbtLST' 33" RG.P 3TORM O1¢A/N R= /¢tG.00 " Cd. �i�/ '� T= r-450.-9$2 ACONST moty -aw oER C/TY STa 510 w•Z/' V-4`27' h/•Z/' ✓=1.57' ®CONST CATCH BA5/A/ fWR CITY STO. 5o2•WlLA%1G GeAeESSIDNPER57Lt 5Q9 A GA't/S5r zq RCP. .5mgw ORA1AI SCALE' s4�' WILSON ® N — = ti — ,� M rDESCRIPTION OF REVISION DATE c�O r � PPR 'VED V �J M CITY OF RANCHO CUCAMONGA - Z- TRACT N0. 13930 STORM DRAIN PLANS APPROVED BY: DEPA Y DATE: CITY ENGINEER R.C.E. NO.&I—7E-- ��r+ _ DESIGN GIRON / HERNHOLM '" =N°E° ENCHMARK PH. ENGINEERS INC. t' CITY BENCHMARK NO. 7/ ; CHISELED IN WEST END r3`Sd 4 DRAWN CK 1109 VIA VERDE, SAN DIMAS,CA SHEET OF CURB RETURN AT NORTHWEST CORNER OF /_917Q73/, (714) 592-6830 ��_, HILLSIDE COVE AND AMETHYST. ;' ` yr CHECKED ' �� K Y/• RC.E.NQ�ZB, DRAWING N0. 7 ELEVATION= 1893. 47 * S.G, DATE 6449 FILE tV0• s PR CT SH No. F?AP . G' + f Ni - -- -- _ - ,5 W_c 66- g - - SN- log 511 s ' � t a �t u y 1 k j , 1 i { t _ w: ! -... --- --- -_ -_ --- -- - - —. - ._- f - -- t 77 tz i a L - � f_ 1 f , , � s ; 0 It a ';• ( y a ' .i i 1 t 1- i 4 n pmqft 10 - - 41CG - 41 - _: _ ti VERT _ 171 - r , ��d� t ! - i{ � 1 i — SEE SNEET 9A of 2G • �� •� ;, I � W II I �PI� z III ('---OA(Cor. c. rs. I I III . SCALE .l ' = 40 aC�'bN6T 3 3"R.G•P. ----- _.: -a. .— _ ,,,._ �. _� --.p - .. --. E� ���� �� �� � � � --�� ztai.or) e. /►Lfl ' V I J61A1�XtST VS .yrs"ry-T— �1 W o� o ; WILSON ° wt .AVENUE ® NELLMAN E ;� - — - - - - AVENUE 1% /101 qb o : � Pr�oP ✓2"�'✓-2 � __ � _�,ris7 d � w�l _ .�__.._.f.f_ - ....Y cav-- - �i�fG.r • fir_ 1\ , / �•��� f�� �.� f•� ,�...._.�,_:_ _. :. _ -_- \ ✓_ 5.3 w: Ze r '-r-� � ,EE i//S E S.D. DUTL ET/PK bt/Y. D.PA/N i DELETE .ON/Y. PE DEYELDPEC B S� PFE/LE'R 6NG/NEEeS_ BY.T�e `f //' �7L 4-pw SCALE : Iu= 40� a •���N s.W. PP, IA l CITY zg � DESCRIPTION OF REVISION DATE t ✓ � � � II (I t2 (/� 2�• FIs a7` ✓= 7� APPROVED % CONSTie CT/ON oT CITY OF RANCHO CUCAMONGA II u N �I ® ,8" R.co 1117rozlo oZ4/1&/ r- 9 TRACT N O. 13930 II � ®CQNST l/N �P.GP. STO,QIW pi?.4/N 1 A �� �jCONST. 33r' ,�C.P. STbeM O14r4/N STORM DRAIN PLANS I ACOtisr. MANHOLE PER c/rY 57, s/0. APPROVED BY: DF-PUT DATE: //-9-90 n ®CONST CAroN B45/n! PF,e ciYN STO. 502- wl LOGAL DEPRm5lod iL�I2 57D• 5/d ` CITY ENGINEER R.C.E.14 0 1Z r y ® j�4,,,!5T; 3(0`' R.C• ` DESIGN RECOMMENDED Y = { P.H. GIRON / HERNHOLM BENCHMARK �= • % � ���• ENGINEERS INC. C/T Y BENCHMARK N0 7/; CHISELED IN WEST END 3- ' DRAWN 1109 VIA VERDSAN DIMAS,CA SHEET OF CURB RETURN AT NORTHWEST CORNER OF y 1773 (714)!592-6830 HILLSIDE COVE AND AMETHYST. _ - ;j`�.1� CHECKED DRAWING N0. ELEVATION: ,,1893.747 , S.G. R.C.E NO. 4; J DFILE NO, i r Nlk` PROJECT SLEET N0. SOF G .f i .� 5 a , % T^'^ T^T-�T^'�T^� I i . , ,^ 4 d 1 i + i { , i -_ -.. 1 i , �.'r" --"T`.-.«_-...-- T {_� e�-_ ������� i _ _1 f T� 1 S 1 , �T� i. ��_,�._:i _�_ _�.,�_-_.-��_ ' -._�^-.. ! , ��f T i t ; i , i , 4 �- � I i , , 1 1 V 1 , i 1 l.ti + f + -1 i 1 i i I 1 I , i } 1 f 4 { i j { f i - i t ; - 1 1 S i t , { 1 : , i i i , i i i i I -���� ; L { 4 , i } I r + i I i i ; i 4 i i a I + i 1 r 1 i _ 1 ' - - - ' I ; I ; , • • • i i tt A + 1 , , « « e 1 i i i 1 i- i t i 1{ t3 t3 i _ + 1 k _- - 11 i f -i. fi fi -1 1 -L -1 L { i i r { -f -i { , 4 1 § -; fi -4 4 f 4 i t 1 i + > i ' i i r i i fi 1 - t fi i { i 1 ! t + + I + 4 , { t + { i d i , i i f i a 1 i i i ! - I 1 1 i 1 t fi i i _ _ i i 4 4 t t i 1 1 { 1 I i -f -i 1 i -t .. - f -1 -F f -t i -f { 111 i f 1 f i i + +{ ; -d d I f -�- I -9 i- i d i 1- 1 t � , , i i 7 fi I I , f I G' L' 1 } I t i i r , i i i + I 1 $ d r i 't 2'. I i { i 1 I I 1 l i � ; i 1 r i I i J II { S f 1 4 -t L . r 1 t I i t i i , i i { 1 t i y � i 1 + t{ 1 i 1 I i + ; ! i 1 i i I 1 i i i } { , { i fi i I i , I I i 1 ++ ; 4 1 I 1 f i i fi tj{j + I F d 1 i i i i i i i 4 - i -. 1 ♦ I - _t -` i 1 4 -i- i -t #- i 1 i i 1 k S } i # i a i f t i t ♦ + i - -f t + i i i i i I . 4 8 1j i 1 ; I I : I : i i � i j 1 I tt I i I I + i i i i i , i 1 , i i I ; , } 1 { A -, J 7 , t , i i i L 1 5 1 d '+ , i , � d i j � } ec, < i I 1 ; � + i i NGL 1 i } i i + I 1 1 I i I _ t 1 i � I I I A r ! { t _ {{ .; - +} --$ i + d- -� i s i t i ; f , } 1 _i -1- i � i -fi 1 f i / 7 i } I i { # Fx H6L J 1 f I i I 1 i + y V H ` 1 1 j I , # I i + a + , 1 1 MCL' I } i 4 1 I - - i 1 1 , 4 i i i 4 t J -t - i { i f -�9 4 1 -1 -1 L t f -} 1 t -+ } i 1 I 4 1 9 1 1 i I i 1 I , , t f i I { 1 i T t f ; I i -� 1 i 1 It i i d r + i ; i , i I ; i i � t s i { Y 1 I 1 I i ! i i 1 } i x� t I , } t k t 1 � t 1 ! i f + {. F d 1 { i 1 ! i 1 1 1 1 d + i f I 1 I t � ; i t ! ! }jt i i 1 i i : i i , S L, i I - 11. -. - a { 6j. t _ , �` i 4 1 h ii 9 + i 4 �' fi • _ + 1 # I `1 . 1 k 1 1 1 6 /14�� I I d v• _ : # 1 1 , i : 1 `---d--__'g__.e.Z.__...- --`- - -I---- -J ----.'.._. _E. -... -e --q_ _.f.... _-A- i- -{ -d - , G i - Q 9 .. { i _ .� 1 I t d t - - i . - . ; I i - : - I : � : . . : : : I ! - I. jl C , - • , ]]yy i i ✓ 0 { i J s .S f J I t i ; I y i 1 -6 } , # s t < t {j{ i i + } t i 1 �.7 f , r r! ; 1 I i i f I ; I If Z d i , t 4 i i r" f i i i ; ; i4�p G.P i I i i /8 ! a 1 R i i 11 i 1 1 , , 1 I .A I 4 1 , d } 1 i ! 4 { i 9 1 d � L ! . ✓' - �� I r" I i �, 1 , < I e2 i i i !M i 9 I , 1 c� P fs i 3 , t 4 i C. I , i , t I i I 1 I g ,� E I I I 1 i i 1 i .9 F s . i i i d i i - i (2) � � { t ,- Z fi 3. cf 4 1 s 1 # I a t i J 3 1 i i } 0 I } i j ; { ! 1 V t I I ; S f I 1 9 S S i F I i 1 ; j 4 L.F i 1 1 fi V�' } , j i i I 'I , i , } ; i 1 � 5 1 I 1 i , I C ; < Z ,2 P. i i i I � i L' I i S 1 1� 3 x- i 5 4 f 1 I 4 1 f i i i jjjj{{ 1 i { f4 # t # i t{ i I , i j I 1 . i j7 1 1 / { i - I i I 1 { i k i I � • 1 t , i + 1 I , 1 i J i I { + F 1 1 1 k _ � 1 , « , : , i : } :. i i i , , i • I : i , i ; 1 ; d 1 I - i 1 1 \ I i + I i i 4 i t t I ; t i i i ; i i 1 I .I fi . i I I i C• I I I i i t r ; 1 _ I i i , _ > + I ; I f t 3 _ : _- , i f �V + , `+ f 7d . 1 . I ; ; i i } , i I 4 i f �" t 1I - ; } } i i CaIIVG I 1 i I ; 1 1 i i 1 i - 1 , i , : i , i f , i y .. ..I S. _ ; .- d - J -#._.� d- - -,. �. ;. < L. -I'll"l.. t k , ! d i- , i J r - < i i + f , 1 .'-8 f�► I i ! I 1 } i ! - , 1 i 4 t i 1 �' i e I ; i 4 I t i I c I1 +� ; Ii i i i } + t 1i 1 I1 �' A- -; ��I � t- 1- 1 � ! / 1 ! f S 1 S � � i t A_. . I 1 NGL - OVAER iffi6q -�x i ,. �{� ,y� . r i `� I ' - . ! TEv /,V be rI(sL . I ; � PKOTEC N : I -- i - j ' tf I i : . - HGL i I L• G C' j I . - - - - i i s 7 1 k I i I : G - { v' i i r- 4 ! 1 , 11 1 1 1 S , -1 1 - 1. I + I i -J t i _ r' , f i � ; c { i 1 i I i i t � i 1 - { .t i i r t i 7 i , .. y 1 _ _ _ _ i - _ -ir i -1 1 + d i j 1 i 1 1 d 0 -1 f t � 1 7 j - I < I I � I i i I .( 1 a i i fi t i � { t I i 1 + I J 1 i , 1 i i 1 i { 1 ' I t{! i I i 1 1 1 1 � < i ! 1 i , , , I « I i 9 i i I , /) , f �V V .1. / 1.�Q. � �� 1 ,j - Q=2 - l �/ . � : f �� s = _ 197 11 } i Q�41.4 5.p•/� / 'moi'- v. } R I - ra ( I FA�1 PROFILE SCALE . I . . i - HOR/Z. I = 40 TRA/V6, FROM QO0 o COMM- BACK F'/L L. - i _ ` .,� '� .G it3c3 # VERT. Ill = 4/ 2/'R.C.P. 70 0 - 27-a C. �••5. I 3 f y IE X /� F. .8L' ,QC i E'URB ouTL ET t } . _. ; , ` r Q=20.5 CFS Q=21.5 CF5 . I I : . . / . .I - i I 4 3 2 Q=41.4 CFS k� /' . � � . t - N % I j -SEE SHEET 9A of 2G ` a • +z . I L I ll/A 11 I . a 33' ,, . '� iK ? . ` 1p b I I i� I I y ` eJ I Q � p � V I �/ g �h $I ��V 11 � III � -� lv SCALE: I = 40 f h1 � t11 g (� v: ,0 Z,, W=/o,clolvn I I , I IIII• X � . QR � � \ co 1 r 'Il F F ss/0 4 � - - - -- - - - _l R C 1 �I Sw��811 �F - - - -- - - - -- - - / \ / ' \. CONST. 33"R.G P. V _ _ Ex/�7• L"W - a Q�iS �� R� 2t3�.D✓ N1f�. V �l` A( /-, JO/n/EX/ST 5 0. f /STB ref-CHT UO I Q� 111{ o t k WILSON ' = wr►rATER n _ . _ _ _ AVENUE ® HELLMAN _ AVENUE ,� f/siO3 J �I 4 qb ifl "I - - `�lq/ CIVI\•" a��Q ��y . , w ; <. .` Fof cA�', ,� - !� h � � I caws 1/rL.P - - `W -- 7 --- -m no ��"' ,� f__ / \ REWSED HGL AND Q'S PER SUPPLEMENTAL HYDROLOGY STUDY h TN\j ` 2/ / I I G'oA/sT- G g. DATED AMR 4, 1993. BY; LOCKMAN A50C. 93 ��H I / Qom. ✓-r 5.31 W.,-ZB• ZEI//SE S.D. OUTLET/PKWY. D.eA/N L DELETE DN/Y. PE / � 1 DEVELOPEC BY PFEILEZ EN*�; G/A/EE,QS. Ry., -Ge Y'l� 0 coo SCALE : 1"=40' �• f�f���7.el l' 5.W. P.eA/A/ �I � � �c CITY 5 Co r. G.ts. DESCRIPTION OF REVISION DATE I W Zg � APPROVED ��� III � � 4- ,,s ', I 4 �'� `' � J �" CITY OF RANCHO CUCAMONGA - �'fi () "' % CON5Tie�/CT/Olt/ NorE's - I II z • II I! 3 x6 r) 6 , " ::111111��;:;;I, 11111��ll l��11 I A I 11 II - - ' ¢¢- i 1, NOW 11�11111�1111111'11111111���� � I) ®CONST ,e/" ,P.CR STO,PM c,z4/�/ Q ®Co/A/5T. Zq- RfC-P. STORM ORAbV 11 1 1Ill �1 . i STO Al S CONST. 33' R C.P. STt�,eM AQAIN �, c4m4g;T .dt,W I c MW , a._w . INTER/M STORM ®co1V.57 MA,41HOLZ PER ClrY'57.0510 OR14/N - �-` APPROVED BY: DF-PU1&41� DATE: �/-'y . . ®Con/sr CATCH 045IAi PF_e GTX STp 5oz. W LOCAL OEPR A/ P4eSM. 5i ` ' =- CiTY ENGINEER � R.iC.E.NO3/47 51 ." coT 3� R r /MPRO DEMENT ,e ® - `1 44;--*s,'"� DESIGN GI RON / HERNHOLM Dr MMENDED BENCHMARK: - -- ,• x: 2>g PLANS i e � P"• ENGINEERS INC A " '(�' CITY BENCHMARK N0. 71; CHISELED IN WEST END 3-30--% .'-•� DRAWN SHEET OF CURB RETURN AT NORTHWEST CORNER OF WILSON A VENUE i � �'' MSC 1109 VIA VERDE, SAN DIMAS,CA STORM DRAIN \�/"_t,t;'' 1773, X714) 592-6830 3 OF _,� HILLSIDE COVE AND AMETHYST. TRACT No. m930 � or f�;�� � CHECKED1.114M7 DRAWING N0. EL EVA TION= 1893.747 +` R.C.E.NO.Z dBL S.G. DATE 944 f FILE N0. -1 ��� - - -- _ - - -- . _ _ _. . .._. . ._ ----------- ---- - ---- - --___----,,- - -- - --__ - 1.1-- .._._-- _. .- _- -__ -- _._ . --- -- - __ ._ _ . . _ �,....� PROJECT SHEET NO. -.?-OF?L _. _ _. I I 3 . I i _ ... -._ . ...... ... ...._. _... - -_. _. - -.._ -. _ _ _ . --. - -__. _ .. .. - .-. -. _ _ _ .. - ... -. - .. _ .. --_ - .-. _.. -, .. : < , 4 I . . . „ i . ! i ' t { I 1 - _ < . , - g i 4 - $ 1 , 1 - - - - J i 4 t I : , - _ f I i I + i i e t ; ; # i i i a i t 0 k i -i 1 1 i : : i t i f j i i i i 4 � � � i ; i r . # 1 r i f i i t I 7 1 i I I i I i y 1 7 i i i 1 1 •�- 1 i 4 i i i e 8 s ! { k- + # f 1 b { j {f { ; # i 1 I f 1 } - 3 , I 1 1 i}}11 { f 1 S i 1 4 � 4 4 i t { f h i I I { $ 1 i i i i 1 i i k ! r { { I i i 1 -i i i - 1 i # r i i -i i s -i r 4 S # a i -4 -d -e 4 i i i i F i - � 1 f ! i f } � 1 t 1 4�� :::��� , < , i { I 4 , i 4 i 4 1 i } i , I fi i I # f �_L_ I 4 } i i i I 1 { k i { } j I i i 1 t Y i 5 i . r : e - . . I EX,sr. oAVu v0 ,400 vE - . � STORM ,PRA/A/ . . HGL ''— *11_ � Ir� i 1 i i i 1 iEi I1.3 : i i i 1 . 4 # t 1 1 ; i 1 4. # f 1 I i S I 7 i a + t 1 i ! i 1 f + { �_ i i { i I 1 I i i i 1 i - -_ - i _ 1 _ , : 1 , : 7406 : i . . • , , . < , -�, . . , _ . i i 1 ! . . - : k _ _ , , , t - , , —� I ; .. x . - 1 11 f < i i i ` �� , : _ j O j : - t �; - i r �' - �:��:�..,,:— '--- - {` 1 # I I . I . � I � � - � . I i `. i � � . I � � . ......� . . ___�-_ - — — — I 0 : - I I - I : I I ! � � � . . I I : == . . 0 . : . I I . I * � 6� �� _ , 11 : . : ?� _ - - _ " I i a + , a - : , : a t r r x , 4 , 4 - , .. { _ 0 k �I�W l 1 , , . i - - L 1 - - - - - I 1 t �• f i '� i t i ; { i # f , i s �i i + i •V1 '� - - 1 i k 1 : I I i i I , i i i i ; i f I S , P : {r 1. I i ; r i i :O - : . i 1 i I 1 , : + , { 1 1 i - F - + 1 O a _ i i 3 i i 1 I { i } 1 i i # 1 4 ; I ; . . i _. i i t i i 4 i ! - - 1 i r I i t i , # t i i i t 1 i i ; I i E 1 E ; # i 1 i I a i # � i I , I i i � i i 1 { t i { i I i � , 1 i � I fi 1 i , i 1 i i jf{ i { � i I I < i ; i i i i i i ! { i 4 I I # i 1 I ! 1 I 1 4 1 f I I 1 f { ; 1 + 1 - 1 { i # S � i t 4-- # t t 4 - -4 i -) i , +1 i s" i + # i + t , I , i t• I ; � i i + : + i i 1 i I I 1 i 1 : I # ; i 1 ) i i , t i 1 t I i 1 - - _ - -i d i ! � t 1 ! 1 k i t ; d � # 4 i I i 4 . 1 { i i i i 1 � 1 i I i _t �f 1 I 4 i ; t i i t , � 1 , i i I i , 2f3 5�Cf'S i i i i � ; 1 � rr i ! 1 }- d k I 1 �!- -S ; 4 k 1 4 # f i #- - + t k 4 4 � # i :i # t f i i f i i /I . � J+s = Q - t Z�O� fJ'S I : . �P L`� C z' a 3 /2 /V3T.`3 3 : � _ . :. �X/6T. 3j R C.P. S C� Q=/?.72Crs = EXIST 33` R,C P, &D. Q-5J.//CPS • - 1 I - I i 1 i # 1 i : i , f i i i i t i t 1 i I 4 ! i s I I i i � i i I } 1 I I 1 1 s } i i r I i x + i i k t I 1 i i { i i i { ; , i 1 # 1 i i i i t { I ; 4 i 1 j { ` i 1 } 1 f I i i 4 1 4 4 4 #. I 1 , i } 1 i 5 s i d fi i # # I 'i 3j i 4 � i T i # � 1 i + 9 + i t { i f i I i 1 i ! i , 4 - i I i i i , i } 1 i t # 1 V - - 1 1 i { i i i i }tf i i 1 I # { i { i I 1 y � i i i i i i i ✓ i ! i i ; i :i i i, i ) i i i i _ i - # i i ! 4 a I < , , . _ - _._ _.. _.__ .. - _ _ y yy - t , , { 1.. _.i { _ a ' -i f -, _: -1 4 — i 1 - 1. i. 1 4 4 1 k -i - 1- fb F -i - i I � - i - J i 4 { 1 + f, k 4 f- - .r- .,.. 4 - i i f h {} 1 i i , - t I # I r i ! f f I , i t t 1 ; i 1 �- 1jT t� I 1 ! 1 ! i 1 { i 1 { 1 i > : i , i i i i ' 1 4 , i , i i 1 ; , i f ' j . j -" - -- $$ -- T- - ---+ - -—. - _. - i ., i- 41 - a�- t 1 -i -3 4 - 1 . x i 1 , k -t ; --- k } -i- - 1- I 1 - { i -Y - - t -I i { -I ` J _ i _.1 s i 4 . 1 4 i - ## -i i ` -i i i ; -k ! - , _ I fi i i i # i i # ! i + f i ; f $ 1 i 1 I -1 { c� 1„ 4 4l t i 1 i i # .I 3 1 PROFILE ALE ' . . , 1 i 1 SCALES S i ; i ; 1 1 13] .- .i _ _ f i }.. k i } F , •, ; , s -4 }. 4 �� t d i r i -t i x t i i - - j - A 1 { 1 + } 1 1 i { I i # 1 r i , /! ! ' { jt+ , - "t x f 4 i I 1 ! - 1 i t i i i i i i l = - i 1 i i I + ] HORIZ. l 40 1 - - -. - _. _ -e ! i i i k { i i 4 4 4 i 3 ! I { // ! t i i i + t I ; i 1 E ! 4 i ! i 1 , i f i i I I V RT. 1 i 1 1 Ir i 1 i t-. 1 --.1- -- I( I :� .. , -. a / - 4 1 1 ; + 4 1 i h ; { I f -1- - 1 4 1 -# i 1 -! # 0 i 1 i -i 3 i -i J { i •1 t. "i i + i i , i k( - i i + # 1 i ! ! -. i t ! i { 1 { 1 + { i 7 x - # {i 4 # 1 # { i 1 I 1 { 1 4 i + 1 3 , 1 y I {{ # t < < 1 ' ' , 1 ! : _ I jy yq f , 4 a { , ,i I i 3 4 1 1 1 - , - I.- .- _'1.. .. . _1. _- - - .x. ,- .. . ._ _- 1 .I._ ,._. .. _ _� _ ,.,..-. - _ - _ -. _ i - - 'IS 1 _ _. __ - --. _._ .__,.,_ , -_ _.. 1 - _ 319 38 V S& 35 3y 33 32 I 1u � COM.sr. c8 % I i - w' i/=s.aS I , v 9 I % Q _ it uc.W. I . . 14 I( G19_ . C ,3 I W s Z2' G g 5� Wj . , NA /v-�' V=305 N �ys� �iJ 0 t EXTEND Ex STORM DRAIN .1 3l - �- ! ���� ' a FOR /LATER/M /MPROt/EMENTS N �, Q=21.9 cfs S `� ` Sr. G.o�r' : I F QdExt=56.7 cfs * ( SEE SHEET 3 M � ��,,, V � vac✓E -- I I "}1 9 9'/iR,r/. VAGUE sr. Sic3vc/ ✓ / Q �` . L./eLL I , // - ���/ III Z I` -IL- <x/-,L 3w - ,p c.P. .. .d- " ��� sTSi II �,�. f/! �X/�T 33" O - - - � —-- -�— — — — — _� ---- — _ — — — Z 1 w W_ __ -- -- - _ — — -- — - - -a — — — — — — - SCALE I" = 40 �- 1._ _ �rl .38f37 95 6src - /- •�oFolcvViq¢r� tv ^ -- M Exisr G v��- _ Cy/'�,t/ �K__A�4'1__wl./_,�, 9/ - - y " )._` 'i. ^' rx/sr. .H�r N H �� a/�/ted M. q 0 �t+�! 11-- (y) �' �, ;-,. m AVENUE W vz /LATER/M STORM ORA/N WILSON g -�� i $ Pio,- a"�'"Z— — 4 _ 4/- Ods — ,s, o"w %V .�� +1 X, /MPRO VEMENT PLANS _�_` k. I / _ WIL SON A VENUE STORM DRA/N }/psi. -o-i!'�' �1�3'S�'1 N - P2/39�`j —PP 2/33wS ` t 1 - V r TRACT No. f3930 4r ��_ ^0.i. `,� y i J i,i ' of �� // � REVISED HGL AND Q'S PER SUPPLEMENTAL HYDROLOGY STUDY ��//�� DATED MAR 4. 1993. BY: LOCKrANN ASSOC. S 9,3 IJiT� (I � DESCRIPTION OF REVISION DATE CITY APPROVED _ Q . W b (� ��'; CITY OF RANCHO CUCAMONGA CONSTRUCT/ON NOMS �o k o II ' II W � � ACl7iUST. Z'/" R.CP _STtOQM OQA/N m NO* ® CONST. 33' STORM OfK.4/AJ 4 A40,VST MODlF/EO ",4,V M.,G PeSR DdETA/L A 5H6ET/. ®GOA/ST. MANHOLE PER C/TY S70• 5/O. STO ®CD/V5r, CA-MH BAS PER C/rY _57-0 502- W1 LOCAL v�5s PEW STD. Sig. " APPROVED BY: DEPztw�;�� /b• CON5r �8 ,CC-P 6 rORA4 ARA✓AI � w DATE: //- -9® ooA/5r- 36" ,C.G.P- 5mr- �t D,cAin1 /,'.� " �F', CITY ENGINEERRC.E. LA0. 14 77 I ♦/ `� f 'A 1, DESIGN RECOMMENDED BENCHMARK � ; P.H. G I R O LA / H E R N HO L M �� FST, ,, ^ s.{. ENGINEERS INC. �`t i, foo' .' � , _• DRAWN M•� 1109 VIA VERDE, SAN DIMAS,CA SHEET Cl T Y BENCHMARK LA0. 71; CHISELED IN WEST END OF CURB RETURN AT NORTHWEST CORNER OF )'. � / 1773, r> (714) 592-6830 ---Al--of _� HILLSIDE COVE AND AMETHYST. `}n '� CHECKED _/ - 6 DRAWING N0. �l1 R.C.E.NO. , / ELEVATION = !893.747 S.G. DATE 49""?? FILE NO. j 4` � 3-D PROJECT SHEET NO. 40 OF_ < .n t _ - .b Y, t.: t. r . 44, ------------ It Air, r x.. t• a • _ T F �5 } t f : f - - - - - F �.. C moi• _ ¢ 11 -- - ~ p I tgo op 'Jor -. < 1 1 ! .— r p IX Zr i •• i PRROrF/L E SCALES - -- - - - - - - HORIZ. I" - I I J_t t ...__ 38 37 �!i 36 3y �3 -L _ __ T 32 — - -- — — — - - - W t II z CA1.4f Q " N � sr. siclv�/ • �✓� II I- N er r SCALE I = 40 - - - --- — - � - `'� �to iP.G•y, � - - - e - .. R• Y � 1. BX�s r. �, M�•(. N � H I: �.>< N.K � �p F� �J /�/./5�• .4 � N }.O WL AVENUE W g 41 4U+_ . � CITY DESCRIPTION OF REVISION DATE APPROVED X11 b I I _ coNs�Ruc Tlo�y �uo�s CITY OF RANCHO CUCAMONGA 1 Aeow5r Zy" R•CR S`TbrPM DTPA/N TRACT- Na. 13930 ®410A16T. 33' ZCV. 5rO,eA4 PArWAJ ®47AVST M401F/EO M4.VMOL6 AWR DCrWL. A SHEET /. W,1/5r MAMNOLF PEr? C/rY STD S-/O. STORM DRAIN PLANS AM"5r CRTC// BAS/N PER C/f-Y STD. -SOZ- w/ 404r4L AriP E55/ON PE.e STD 5-10- 0 4ONS`r /8" RGP 5-MeM DAPAiN APPROVED BY: DEP U Y DATE: ZL 90 ® Cover. ,r.c.P ���M v�Arnt t,�;: ` I`� CITY ENGINEER � RCE NO 314 - - DESIGNPH GIRON / HERNHOLM RECOMM�E�NDED ' BENCHMARK ' f ENGINEERS INC. ' Cl T Y BENCHMARK NO. 71; CHISELED IN WEST END a gib' r SAW" 1109 VIA VERDE* SAN DIMAS,CA SHEET 0 OF CURB RETURN AT NORTHWEST CORNER OF :� MX 773._/(714) 592-6830 OF f7 HILLSIDE COVE AND AMETHYST. \ '��� CHECKED /nmf� R.C.E.NO.Z7�6 DRAWING N0. EL EVA TION = 1893.747 i S.G. DATE 89 FILE No. 1 ! 3 PROJECT SHEET NO. OF—Lk— 4 r , { 4-1 Ad r - 7 7 qn - - - -- - - . , , ZZ 14 . 1 F _ 14 t w In j a i- - i e. • — - - lQ Q 4. PROFILE SCALES -- - _ Hoz. 1 40'RI " - - - _ - - - - - -- - - -- - - -. VERT. I" 4' s , ! 3'", �' G -- -E -- - - —1 A�4m-- -3 11 II l� s7-0,*.M o*Va/A/cZx✓E e.A aew� ce c O�1T.4 Y•yO? rV 7' ✓'3.os , a.,330 33' 26 " © � y. � � • VV � L 42-5-00' r- /a. 5r J ` { i �\moi sr>r I 1J f. Q -_- -- — — -- — — — — —— — — — — — —— — ——— — — — — — ,ti . � sr ax SCALE I - 40' — o WILSON �` /f/E� /W.H. f3 �- AV� 1 Csr4S /VJ y� A N O/Ecr. VitGVG`S �N�'�O 6olleft s/C+�/ DESCRIPTION M REVISION DATE CITY APPROVED ' mNSr)eucrioN NorEs - CITY OF RANCHO CUCAMONGA ®eomsr /s- STnQM ,ORA/N TRACT N 13930 Aevwsr+ -w RL^R .3rORM DRA1,v AetW5r yam' R.C.P. 6-40,eM PRA,ti STORM DRAIN PLANS ®ewls'T. ivoc-no v 5 eacruRE PF¢ c.,ry srzt we ®eGWSr "AA11.4fMa' Pre C/Ty STZ>• 5/0 APPROVED BY: DEP Y DATE: 11- - ® Co.UST. CATc'H �S/N PE•e C/TY STD. SOZ• W/1.�,.AG LL�P�S�! PlA2 SR7 518 -. �j � •�j / M CITY ENGINEER (JeQ.[.�.�s+�'y�. �jQ3� R .E.NO.�� Q RE�fo1�E EX/ST 33 R.C.P. ire ® CO,UST D/F/EA Al4.t/M7L C P� R6T•4/4 B SHEET /. ���� DESIGN RECOMMENDED BENCHMARK: PH. GI RON ! HERNHOLM �, . ENGINEERS INC. t� a~I . ' $fsb DRAWN SHEET CITY BENCHMARK NO. 7/; CHISELED IN WEST END 1109 VIA VERDE, SAN DIMAS,CA OF CURB RETURN AT NORTHWEST CORNER OF 3"Jo"�$ * M.K. 17739 (714) 592-6830 OF HILLSIDE COVE AND AMETHYST. _ = 1893.747 CHECKED 11;— Z)666 DRAWING NO. ELEVATION 1. S.G. .c.E.no. /A 3 _� G' DATE FILE NQ.. ? 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SO.- Q= 53.8/cis t �_ PROFILE SCALES l} 4 i rr 40 r ! f # I i f 1 — t 4 � � - 1 HOR/Z. i _ 1 ; a S I / 4 0 VERT. i1f'.s� --�3�``� :G•1'� _ i j i , # ; + i i r < r 32 27 2!0 1 I � N � W � STORM OJrA��!G'u�e✓E comer. cls d=33' 33' ZG 11/'7' y:;.OS Z—! � ��7' ✓t3D5 3 V L -z59B' T - 13- 5711 • � 1 �J�ST�G'' �1 1 � I Fx�ST�6 \ t=56.7 CfS 4dt=8.3 9 cfs a 1 EY;sr� th N AIAf - i — — — - - — - - — -- - - --- — - -- srrc�i . �� -� --tS� SCAL'E' l = 40 3o zo,o o� WILSON ie- MG4-'l A4 fl. 49' AV INTF'R/M STORM DRAIN A ��Gas " QdE,t-83.9 �� /MPRoVEMENT PLANS WX SON A VENUE SWPM DNA IN -SWM aPI�#Z/33o� P/�+s`2/3sGc� Zi3So F+ya+ TRACT Na f393o cr VdZ,V6s 6U�Qo ST. REVISED HGL AND Q'S PER SUPPLEMENTAL HYDROLOGY STUDY �><ES s/ _ Z 8f s 93 AwH {� DATED MAR 4. 1993. gY- LOCKMA►�! SSOc. DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA �ONSMUCTION NorEs s Z i 2485 NST. /8'R•C.D STO,QM ,DRA/M %I �i CO ®CONST. 33' R.C.P. STORM OP2A/N �t 9 j G V# �l NO. ®CbN.ST S/Z" R.C.P. 1S7272M pRA/N -=- STO Al NS ®CONST TUr cnoill STRz/crlueE PER C/TY 37b. -Arco ®CONST. MAA/NOL.6 PER lc/TSS STD- S/G= ® CO3k/5 CATCH A4 SW RE/e C/ry SrZ> sOZ. W1 Ze64L s/av Peg rip 5to 9 APPROVED BY: DEP �n DATE ® RE�Io✓E &X/ST 33 R.C.P. CITY ENGINEER Ftm NO. / 7 ® CONST /v�0/F/EA MAA11,10L6 PER P6TA/G AT SHEET /. DESIGN RECOMMENDED 'e- �� f� `= GI RON / HERNHOLM �-� BENCHMARK: ��' P. ENGINEERS INC. ° " ' '� CITY BENCHMARK NO. 7/; CHISELED IN WEST END , F -)n�4 DRAWN 1109 VIA VERDE, SAN DI M AS,CA SHEET OF CURB RETURN AT NORTHWEST CORNER O M•K• 1773, (?14) 592-fi830 of 7 HILLSIDE COVE AND AMETHYST. J:i .z ` \, , CHECKED .. Z70,*6 DRAWING NO. ELEVATION - 1893.747 S.G. DATE B•8 8 q FILE No. 141A 3 ,D PROJECT SHEET Na. OF ZkG - - _ . - _ _ . 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It N b; M DRAl/V O 1 I t I 14 sew si6v I( � + I I ATA Q�0 S W1 LBUR ql�, Q I I I II W, II*1 I \o =�/s G�oO' . o00,00,. �' C cV � ,�= zzs'. 1I -4- � Qom` A � r, I i, —S7ZY' AcAsok/ V47.1 _<0I L-6 jT= ft'- 485 Sme �J �1 I I G ; �, s�. /' \, f / �, , SG�.E.' 1 40' / v AI I i I/ i .I I. Ic I \'. .. - v+ ( � ; + ` ti ( , ( � J 1,' i :100 - / CIVIL ,Q 1 n�s7 tee�l Ill . - Q11 i -0-— — L _L L _LzL i 9 =4�4 p c -,-t- �v �vavE 1 ► Q )7/ --r— r - ,_..� �--__ 6z�. .-. ` --- j — _C A'• (v \�At-T- WfON ' hj � - NSTRl�GT �� " .e c.P i� �, _ - - VENUE /LATER/M STORM ORA/N /MPRO VEMENT AANS I / !J, /�f GBGy 1 �A . ♦ 73.3 ti . , w •3„/ . �, a - `�— M.N. w= d / ,�,C- ,t/d �� �� e_= WILSON A WNW STORM DRA/N -- EX16- a�w� - - lk v'� - Ex/a7 eNc �- _ �. a l-.I 1, c r.�7 B� ,�.�— . IP —I -- - TRACT No. 13930 T=_ 4__ _ -- - p / _- - = - --__ -- ---- - - -- -- — ---- ----- - - - - -- - -- - _ i J - Qd =112.8 efs DI A/Al I �� � REVISED HGL AND Q'S PER SUPPLEMENTAL HYDROLOGY STUDY L[ Ext N i Cd�E �? �� / ] - 2 DATED MAR 4, 1993. BY: ( 41cNII N ASJO�- OMU �If/ Q / d�, - -4 41w 95'06'0051 I �� CITY i I Ii L! 74 G v' �/f�JL . DESCRIPTION OF REVISION DATE APPROVED I T l g9 //' G re S : �I � I __ G ,9I O,I"cov CITY OF RANCHO CUCAMONGA �� Q � I co�usTR�riory wo�-s _ . ¢7-7G �� FFG. �XiS 4L ©\ %% 1QwM01/E EX1157- /B' R. o NO* I � I I M it V ¢p -r& 0 C> G,o q^•,oI b�G/N E�g4`''LEr \ W ®R,EMOr/E EXIST. ?�/ R C.P. ^� � �3 ov L E7-- � IV � ' o 0” STORM DRAIN STO " ____� sou_ 4w Fo.� N " . r �X , /MPROi2rMEWY A I N S D1E`lA/L ,� CGL/A/FaCT/oNs wrTH BOTH EXIST/NG STORM CWAI.v G'OA/ST �i/Z'/PCO �'lb�PM OQA//V df AND PRt�ibSE/,7 STb,PM ORAI/V PER C.O. S.B. fG.�. it/6�f17-oFYV.41/ GAP/TAL /MPROdEMB.VT' P.COJE.�T. ®OnAlST- iyAAIIIII Ct- JAR CITY S'TO. I ® Rwa EZI57 zy"Ic•1 _ _ , APPROVED BY: DEP Y DATE: 9' "� tF;A > CITY ENGINEER9R .E.LA0. eaVST MA/V ycu E �,e CiTy ,sr� s�/ 1- �" - - A RE•A'lOAC EX/6T. lN1TLEr b7;etjcrU/PE" .r ` t '`4 IN DESIGN RECOMMENDED t, GI ROLA / HERN HOLM y� n i(1• CD.VST ✓UI1K'T7D/�l STRL/�7LR� NO./ PB/1C BENCHMARK tACFco. sro nnv. 2- 0/89 �� 'I P H' ENGINEERS INC. ' ® GD.VST may" RC.P, sToreM OR.Q�.t/ �` r'k' CITY BENCHMARK NO. 71; CHISELED IN WEST END ,. . DRAWN 1109 VIA VERDE SAN DI MAS,CA SHEET OF CURB RETURN AT NORTHWEST CORNER OF ® ��QvF ,EXisT � A C.P +. �J-q¢�\I Q, _,� M.K. 17739 (714) 592-6830 & of Lz— H/LLS10E COVE AND AMETHYST. ® ��,00s Ex sr• T/A&-77aA/ ,Tmz1erz1I .- `-` , ,c)\- CHECKED //,:,-, gaff. DRAWING NO. 1' ELEVATION = 1893.747 NI S.G. , G / ' DATE � 8/ FILE LA0. I � �_ _ - _ . _ - .. - - _ _ _. , I _ _. _ _ . _ _. ._._ -_-- -___. __ . . . - __ ____ _. -_---_-. _--_-----._---- ._-._ __.__ _._ - _ __.__-_._ -_---- -_ _ _ - -__-. .___._ --,._ _.__— T_. _ _ __ __ . _ ..__,. _ _ _ _.. - - PROJECT SHEET N 0...!? OF_ Ak . - — - - -- _ - - , — - - a 0 • P or _ _j-- - — - , -- - f5 y - ; 50 6403 1 - _ f 0 73. 5 P - _ --- - - _ I• - - - -- - -- - -- - - --- - _T I PRK?f/LE SCALES. - - -- - - - -- VER . _ -- - - - - - - -- -1 1 - - - - Z ZZ 2/ Zo / / , /7 Mp �5 0 a I II (I v M SM eAf 9RA//V CL/RVE,DAVA a =Z15'a0 00' g srLr-sra°v I I I( _ ATA • / 1- 1-7&7 II R 445.Gb 1 I M s� - 6.v /ado ` � � � 3 _ ,. _ Lr c.•�r .,. .� /"•, , , GSC`~� s/!•�/ ' J 00 ` r- 5�;ov '/s "GOC - , i - EX/ST. W ,k AI-T. Wf ON - C'oNSTR!/G?" Y? ., /e.c.P - - VENUE — / �` - �\ SCALE I"- 40' i 2E - GBGy 1 W ti'���• � as.3 M cavo 0,1= P/ E \ - �,r/yT. a rv_� — - cn v� - E,a/s7 a"'C•yJ —f.�c•c. etar t./ew•rr • Q / --------- --- -- -- - - - --- --- - - -.. \\ -- --- Q s 9$WQO'00" �\ CITY I If s L= 74 G e : t/�1E �- 1 DESCRIPTION OF REVISION DATE APPROVED V I 7- - g9 /�' �I II �` s iP6 CITY OF RANCHO CUCAMONGAC'0A15TiPl-T_1ory MOZEs I `91 ,0FL. �iEMOI/E EX/s_ Aa RICC.O N � TRACT N0. 13930 sEr I �I �,,�p . 0 � �3•ov o�-L ET W ®RENO✓E E'X/ST. ?�/ RCP. '0'-1 • GL�`r s rrr 7 J�J[ © CONST. /$' R.CP- . 5727,eM D�'A/N \XQ ��• o C0AlA1&r/oA/s WMH DOTH CX/ST/NG STORM D,4A/N co vsT y2•,PC.P. �STb eM D,e•�/N STORM DRAIN PLANS AA10 40'R0Ro_',60 .17bJZM OR. /,V PQQ GO. S.B. ><G. O. XA6'9/r47,c'wW/ CAP/TAL /MPJ�OdEM�M' PJ[OIE.�T. ®G'O,t/Sj- Ao%4A1Aj�0CE' PER CITY S'rP 5/0 ®PE"G EX�577 �w",�c.� APPROVED BY: DEP y DATE: �COA167- *f.4A1A4nG6 �,e C/r'Y 6To. _,W/ "" CITY ENGINEER RlC.E.N0.31�4T9 i ' r l r{. `•`• ; DESIGN GI RON / HERNHOLIV� RECOMMENDED R£MOV6 E"X/6T. Cat/T1.E'T bTRc/CTUiPF' P.H. C.OA16' JL/AfCr70Al s77CL./Cn1XM iW / PE C BENCHMARK ucFco. sro. /u0. t- o/e9 �. ENGINEERS INC. CITY BENCHMARK NO. 71; CHISELED IN WEST END ® CO'usT &,v" RC.P. S'TOJzM ,014�!/.t/ s-�J-q4 �.� DRAWN 1109 VIA VERDE, SAN DIMAS,CA SHEET JpF CURB RETURN AT NORTHWEST CORNER OF A A�oVIC ICX/sr +v" Awc.P � � M•K- 1773, (714) 592-6830 � OF _�7 HILLSIDE COVE AND AMETHYST. ® ' IC6'Jyp✓Fs Ex/ST TuJvC'77Cu/ J/YUGTURE ELEVATION = 1893.T47 CHECKED • S.G. �8 R.C.E. O.� DRAWING N0. F� ��a 3 E DATE FILE NO. t PROJECT SHEET NO._Z OF i i I r Z O c-) � m P�y Cn r -T---�--rT 1 '' ! I ! ! - I � � ! ! I I ! ! I ' - 1 ] O . _ _ �ol >/ ::: �` *'� I . 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I I3 ; �A c1v1� �� TRACT No. f393O 4 l i Q �31CDNST• C. d. / Gf FO 3�4,L V= Z.07' W= 7' CAt� S/GEW,gZX tf 37_LreMZ.- /NTE6,Cv1 dra. PCL. S/DEWALC' di�/£.e sneaerelez I `k> 11 ♦ J O � � M 1I $� Z REVISED HGL MID Q'S PER SUPPLE7IIENTAL HYDROLOGY STUDY �/�93 d�L f 1�r'' 1 (I I I DATED MAR 4. 1993. BY LOCK►VIAN ASSOG. of v j7 TW/LC£'V TDP of ,OdrLEr Mle,eZk' j/,0EI of1_Ae r0 s-revcnizE ro r/'vTcv s/w M,4res/aur4Er sr�eucrvtE I , M v " I 6 � ,PE✓/SE sD. OtVrZ_ET/PKWY. DrPA/N W DELETE DW).' D i %I 9 6 PE.t DE{/ELDPE.0 BY PFE/LL"'.P ENC/A�EE�PS 9,e.,-Ze y-/�- '/ . c 8' ±4 4" ,re-e- S/DEWAL.0 I i \kj 11 _ • • : Sz 4It DESCRIPTION OF REVISION DATE � Y APPROVED .1 11 H ....:•• '' ' ' CITY OF RANCHO CUCAMONGA :a• Z,mlm. ,P ,! P L'.$(6. PEr . . . . .&.* TRACT NO., 13930 . . . '1 TOP DF,OUTLET S7XlJLTU,PE . , . STORM N PLANS . - . REYIS I 0 N i SECTFON AT 31 DEWALXf TDP DF AaamET STIEUCTurF- . . 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Z Si b � lV �I 1 2 V I 74jAe A_ 53,4 P.L.L. S/DE I4�ALK CURD OUTLET STRUCJ7/RE }� � \ ' PER ST,CI Ot�t/G. N- 50G .: .•:• 5^- '`.¢ REd•4�? /N - "n•' N �� GUTTER /D'40W -- ---- \ va ^ glaR Of bOT10M — E.r�s r. a ,✓�- — N HELLMAN _ �'�°' AVENUE r J Iti Q CDwsT. C. B. JS/bEW.4L.r E sneaerutE �NfE6,caL Erb. PCZ. t/DEWl4Lx OiVXZ lrtVrrz1,er ✓= r.B7 j W= 7' r1 IZeZ-,I TDP DF DlJTLET rvicCE�V iiDEw�oc�r ro w srev[rar'r no M�PTC.V S/N� M�OTf�V DLJ>LET srtu[Tv�CE I , v V (I BEV/SE S.D. OUTLET/PKItiY. D?,4/N DELETE DWf' O i w 3 9 (o' PES DEI�ELOPE,P BY PFE/L E.P ENG/.VEE�PS B!'.T,e2 y- • : SZ ¢¢� DESCRIPTION OF REVISION GATE Y • -: I APPROVED � _•,,,w. PLOP. ['.fG. PEl CITY OF RANCHO CUCAMONGA � '.•. �', . . . - -� - . Dw4•�/s23� sari z l s _ .�-- � � �• • TRACT NO. 1 TDP OF DLIrLE7'trzaer eff STORM N PLAN S � REVISI10N 5ECT10N AT SIDEWALK/TDP OF ail ri-Er STzUGTujeE _ ( T'Rf1 N 5 f T I 0 fel ) `R APPROVED BY: DATE: j -��' 1-�-�` CITY ENGINEER - RC.E N0. •- - - N.r.s. 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