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HomeMy WebLinkAbout1151 GENERAL NOTES. SPECIAL NOTE FROM PRiVA`l'E ENGINEER '1'U CUN' f' _ACTQA 16, GLI W BENCH MARK " s, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 8' e' 50 W 1. All work shall be done in accordance with these plans, the City of FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- 3.tJ' ('Z� Is CITY OF RAMM CMMMM Rancho Cucamonga Standards and the Standard Specifications for Public JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- j BENCHMARKNO. 82. Works Con$truction - current edition. Contractor shall be familiar 14ENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING � CHISELED '0' IN SOUTH CURE with and shall be responsible for adherence to these Standards and HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE 3 23.5 a RETURN, SOUTHEAST CORNER Specifications. OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL 14� . O W Q Of HAVEN AVENUE AND WILSON OR ALLEGED , IN CONNECTION WITH THE PERFORKANCE OF WORK ON THIS 5 E- I r dI C1 $ Co AVENUE 2. All pipelines or substructures of any kind, telephone or power poles, PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE �' -� Q 1 �0, W > WO 86 3 J? ELEVATION 1817.926 water meters, valves, fire hydrants, etc. shown or not shown on these QF THE OWNER OR THE ENGINEER. 0 -2 OR (1 _ t�_!! 1 plans within the right-of-way limits or in adjacent areas where J Q improvement work is to be done shall be removed, relocated or protected ��2 O• QO 5b F: L 4P Q0 UQ 0) in place as required at no cost to the City of Rancho Cucamonga. v > ' IZ Sd N �sLU \ \ LEVEL! i = 1 W (� CINE s_ _ 3. My contractor performing work on this project shall familiarize him- E%t(ST �j self with the site and shall be solely responsible for any damage to C G �1 ''r U ° M(u' 5 existing facilities resulting directly or indirectly from his opera- � ,I ' VA(Z([-.S g �/e tions, whether or not such facilities are shown on these plans. CONSTRUCTION NOTES 8. QUANTITY ESTIMATE QUANTITY UNIT r 1�1 --- SEE p / �✓r' I 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering O1 CONST. 3 A.C. OVER 4 BASE _ . - _ - - - _ _ I L7, �c5 O Gj� i1.1� \� _ 4 Y _ Department prior to any encroachment or construction within City of \ ', 2 CONST. 8- CURB 4 24' GUTTER PER CITY STD. 303 - _ - C) 5 Z 3 r A�) �'• Rancho Cucamonga easement or right-of-way. 0 5. All grade stakes shall be set by the Contractor or Engineer. Paving O3 CONST. CROSS GUTTER PER C I TY STD. 308 - - - - - - 1,�i8 Sf= 13 stakes shall be set at all hinge points, edge of pavement points 4 CONST. BARRICADE PER CITY STD. 404 - - - Tl 8.0 2 74 • 2 within 0.01 foot of sub-grade elevation and at not more than 50 foot O 2 intervals. Additional paving stakes may be required by City Engineer O CONST. DRIVEWAY APPROACH PER CITY STD 305 _ - - - TYPICAL 5ECTIGNs=%flL50N AVENUErT as needed at warped or vertical curve areas. (X=3' .W= 16' ) 14,o17w S� �. 5N��lp•0- �O AVENUE g T ' STA. 31 +70.5 TO STA. 3g+?5.3 5H�T Iia � III I 6. All sewer, water, electric, gas, phone or other utility laterals, -- __ 60 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST � � 36 I EA, O O O O O O O O O ' I O I I I mains, or crossings shall be constructed prior to paving. O7 INSTALL STREET SIGN PER CITY STD. 401 - - - - - - 8 O IS II'II 7. Compaction tests of- embankment construction, trench backfill, cam 11 patting original ground and all sub- rades.shall be erformed at no _ _ _ _ _ SCALE 1»=10* 8 P O8 INSTALL TRAFFIC SIGN PER CITY STD. 402 - - 2 �,, cost to the City of Rancho Cucamonga. A written report with these IIII compaction tests shall be submitted to the City Engineer for approval 9 REMOVE EX I ST I NG A.C. BERM (SAW CUT' F02 SMOOTI-1 .OIWT) prior to the placement of base materials and/or surfacing. ® O O O ® ® O ® O O Ire 10 OVERLAY EXISTING A.C. TO THE SATISFACTION CC�15T 1.lOTES � Qt.1Q►,iTITY ESTIMATE (CCtt.iTt WED) �yA►JTITY I,j1.ltT I I I I!`. At the completion of paving, a materials report shall be submitted to OF THE CITY ENGINEER (COLD OLAwe 0.101 MEP MIN. Ar OuTVV- 1 (�1 l5 S� W/E�Cy OT- EO MAST the City Engineer. Lising all tests or determinations completed to O IMSTALL ST12EET' LIGHT �C35W LUMEW) (gY �Et25) 7 EA W I verify stability oil content and Gradation of asphalt Paying 11 CONST. SIDEWALK AND RAMP PER CIT-Y STD. 310 1 .5 '�LL 2-1 ST2ETSC�.�7 l p .••a It; E 12 CONSRM - - - - 1 I O I I i 8 A. C.A C _ _ - _ - - 10 f an pawing . a materials report shall be - L � Ig (f.lSTAII, W s l - & 1000 6112EfT SIGN � EA U 0 (I I I r to n allatic� o P Prior i. st 9. � KJ submitter to the City Engineer. Listing all tests or determinations 13 CONST.4.A.C- OVER 4- A_13. 54,1x70 �� completed to verify: . sieve analysis and sand equivalent of - - - - - 3 COKIS'r S COKIC2ETC COZES OWLYIg II'I 454 (,..F W � c>.,7 ( I aggregate base. 14 CONST. 2 x 4"REDWOOD HEADER _ - - _ - - - - - - - 770 LF 66 20 UST WAT-E2 VALVE TO G1zADE l? EA Q s ®403 8 C92) 10. Paving shall be h R-Value anSPECIAL CROSS GUTTER PER CITY STD. 309 - - _ - - - - A72 0 = 0 ® O 1 performed in accordance with �d Pavement tests 15 CONST. s � , V ions (prior to final plan approval) .( STt2EET' TV 115 EA ermine structural sect P � �a el taken to determine Pr �� 4' 0 © !l q CONST. GUfzB FAGS T2P_A t_(SITION - e"G.F (STP. ) TO O O O ® O O ® 1J 33 Gt ' 22 �- 4C L•t= v � 0 tl 1 1 • 11. When i rbvements are to be placed on native soil which consists of a 0 " FIeE t.-A'me GUSZL3 0 `� bl '� 'o¢ 25 6 2' l l I f I al 3 2 0¢ 2 3 ' � S ferrel the sub rade shall be prepared b removing all rocks ea p1=2 1�ET1�.tl Ohl SNT L.F. R{} �.. _. � N Q2 rock ma 8 P P Y g I E AMIE GU �2 Y FUTU1zE PRKWY. 2' l0 ' I l(� 10 l0' l0 t0' Z' 23 CONST. F K l- which protrude above the sub-grade and all voids or depressions shall "° be filled with a fine grade material of a quality better than the native 012 4 3' S' OI x-- V- Flo. 7 Q3 material. ��l ►- � r Z � � oc 12. If the asphalt concrete is to be placed on sub Grade, a soils sterilant 0 O O O7 registered by the E.Y.A. for use under A.C. and P.C.C. shall be uniformly� 0. 6 J a p, 0. a WQ X11 j1 I .applied at the manufacturer's recommended rate for the full pavement �t W :2 W W v`S�Z_ width prior to paving. W Z U Z0_15 lu Estimate of quantities is provided b the Engineer only for the con- _ z x 13. Fstim q p 1► g Y - LEVEL t_II.lE . k h own deter - \ venience of the developer, the contractor shall make his `G+eou I.•� 1 GUttE M 0 -; -� urination of construction quantities before submitting a bid. Any Ho I N oI O.ajp of C` .f o 1 item of work required b 0y these plans which is not specifically listed I.3o r, L in the estimate of quantities shall be considered as included in the other items of work. PROP. RT I E H A \ \ TJ J� n M n VJ �n y , rn M DITC H a I.Z/.MIN. I � IDE `��\,\�` \ •. . I � � Y W�L�� Ii�QLfU� L�� V �V� awl 990001' NAF G W \ \ , 60 { I. J \ W - 14. Street signs per City of Rancho Cucamonga Standard [lumbers 401 and 402 ( T wtDTt Z ) �RA17Et7 SNou(,DE2 \ \ � -- • � � \,�\ � ---� _ SCALE. 1 '-200 shall be constructed at each intersection. F ire G G I P 2.0 , � • uTu � 1 JAYBIRD R(Y+o SAN BERNARDINO NATIONAL FOREST 15. City approval of plans does not relieve the developer from responsibility ' 2 I for. the correction of error and omission discovered during construction. TYPICAL SECTICN�WILSDN AVE 13 - -------_J Upon request the required plan revisions shall be promptly submitted to the. City Engineer for approval. STA 39+50 TO STA 46+42.94 T1 = 8.0 12--74 MIDDEN ROAD 16. Work site and exterior streets shall be in a neat, clean, hazard free, • orderly state, throughout construction. Site shall be cleaned upon ARSCALE i�:10 I STREET request of the inspector. Lu YIYIENDA cl F'�-e 17. Contact all Utility Comvanies as required. 48 hours vrior to excavation. J�2l � �' STREET18. THE FINA!_OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT �8' 18. 12' SHALL NOT BI PLACED UNTIL ALL UTILjTY LATERALS WITHIN THE ROADWAY HAVE HILLSIDE I RUED < ' BEEN INSTALLED, ALL ONSITE IMPROVEMENTS COYIPLETEED, AND ALL } >= HILLSIDE ROAD rss' o f a' o+' or' 6 5' � cH�> W W UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AR= RFMOVED AND �/� / m REE <� o <' REPLACED AT THE DIRECTION OF THE CITY EN6INEER. APPLE BEECHYV000 DRIVE 1 5 ' WILSON AYENUE I2pU 6i N . �p�pF SI �k p� CHAFFEY COLLEGE 11 . . ✓ �EE FL�I H1�}•1 5►D>C 2� LEJCL LaJG 0,7 C 1:2=•- LIMITS / v ��,,�.�, � GI¢AUI►J6t 20 G(�rv_�32 GaT�' ` 5 l ANYAN STREET sTtn I CITY O Z W 7 f p�y1aG,NT 303 W ��';=,-(�o,�� Tl S.O 2 = 74 Ey-��,.. _ / `` = lT�'' lI 11 11�'l1l -�� 11�a1LrL�l �n�� - i - 4 STONE RIVER DRIVE, COLD HARBOR DRIVE, CROSS KEYS DRIVE, VMWTV MAP CEDAR MOUNTAIN DRIVE . . NOT To SCALE CEDAR CREEK DRIVE, QETTYSBURG DRIVE, ��''�-- DESCRIPTION of REVISION NOT TO SCALE lItOVIl1m FUR YWR t7CtVEMM E ARE TM M: �'�DF JrA,:tr�''�" PATE1APPROVE �. cMM 'IMM InMICT (714) 987-2591 CITY of RANCHO CUCAMONGA 9641 SArr BERNARDINO RQAD . • IlbTL1t2� Gam - 33 33, RANCHO RCAt , CA 91730 NOTICE CONTRACTOR SHALL VERIFY ALL bAYL �'NT 15' ,e I�' 15 ( -I NT TRACT N0, 13542ml ' CONDITIONS AND DIMENSIONS � 12/.../ Z¢,TRt>1�.ITAN iIATfR DIS1RIt:T (714) 593-7474 AND SHALL REPORT ALL DIS- 6.5 6.5' P.O. NG 54153 CREPANCIES TO THE :ENGINEER ' IDS ��• � 90054 TITLE SHEET - � PRIOR TO THE COMMENCEMENT I "•IIeAp6 PF WORK. �l I ` C. 9atTiliPRN C nwm IDI9fR (7I4) 947-8201 F • .. 1351 E. NNIS M?= IMPROVEMENT PLANS ONTARIO, CA 91761 s,p�.�Auc APPROVED BY A TE /o /; > PRIVATE ENGINEER'S NOTICE TO CONTRACTOR O 2•/ o�v' / cJ�bEv/o � D. Gt1MAL Tg (714) 980-1526 !'�D ( n1<Ig G Ty elrv. .L u.l� 11 1310 �, c�Tv310 r�A� 9000 Haim AVMZ (714) 865-6505 INSPDCTICtQ I THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR t i -� - _ _ 3l0 Ck t1TY ENGINEER RCE No 2 3 7 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF M� T I(� �� b . �� � 2 S� C� � �7� - DESIGN MAQO -RMf� OCIATES, INC. RECOMM CED AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE THERE ARE o �Te. ( GITy61r?3030 ta6„vuGUT E. 9C1<T1tifltN CALUMM GAS (714) 79$ 7773 `}.L IK-95-A. CONSULTING CIVIL ENGINEERS Q441 M rC1 NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE N4TGtCzal- 20 �Y I _ 3fl3ND LAND PLANNERS CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO ��I P.O.P CA 92373 DRAWN 1820 E. 16th Street SHEET PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES TI t G.0 R=74 �� W 5 SANTA ANA, CALIFORNIA 12701(714) 9s'1-'1122 PH 714•tia6 Z64t3 OF 9• � NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION F. CABLE T.V. OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . _ TYPICAL SECTION 6 6 ' R/W �° �I►e 9524 19TH sir KEC KED RCE. No 14814 DRAWING NO, • CANISTEL AVENUE ALTAIa%, CA 917M CITY VATE ro- t- 8? FILE NO 1151 NOT TO SCALE _ it 0-9&2 IMPROVEMENT PLANS TITLE s3141!t1 3 M.701 PF, 110962 550 28-Moy-87 07:64 AM / 1 tO-962-1 BENCH MARK s "'COP OF t 0rzT'H -. ExtST.top or- ,r O WOU" Cup-B FUTL112 E CU{2� CITY W RANCHO CUCAMUMA BENCH SENO) Na. 1806 O o ^ 02. CHISELED 00 " IN SOUTH CURB RETURN. IS + M d� SOUTHEAST CORNER OF HAVEN AVENUE A O O 0 . O OILI)• o� r0 Q Q WILSON AVENUE. + cu + --0 , u _ ° MEVAT I ON s 1617,M 1 _ L -- o (I 02 -- ' 620% _ ►� M O o O • i '$ p I✓ 960F 1 • 400i�` Mo I+ 00 wX15T r11Jt61•-x► O yV.. 1.�4,� rs� 4757. _� ` �rn + . 0 S1J121=AGE Gl2d�c11.1 1-11�!>i✓ ��3.1� �/O S Oh LlllE) 1`• co 580 � -- � 1 • 600•, r7 rn + o m >r M + • 00 • 640% r)rn I-toLO^ f m J 0-Y. � r�a� -LO O r,) o^ m o N a>I feQ�.>i�1t101.1'tU F 520LO 0 % _� r7 rn + LO to O Q fn In + • O1 CU + STD. CITY 2•C.TI LT 04 - o o U o In {{ 1 . 740% r)of LO + .O� sl✓c-rto+ t O U PROAcSED F.S. CN a I,�rn In d-►o m O Lo M o 0 •+o O O • �- �3 d ExtSri►.tG E.P. • 560/ � � r7 rn v u�m 0.- 0 N 02 - _ r7 + 0_0 �'o 0 8 N �q Q - • 420% - 821 to cu O o- 0 Peop F.S.(R 1 660 _ �,� o _O $ p + to o aDt` i Q ~�. 1 10'f 2 _ r7 rn N N O_ O Lill, E-WTE IZ L I I.IE 1 ' 600. 1 . 8 _ •_ �rn0 cvai Q o^�11` "' � Q 1STtxE ' S�Oi _ ` ramal ^� ori o� .4 00 00y. 150% 1 . 268% , 94 2% nrn r ico 0 lonN tr) V cp- v>�pAF-Nln- / 5�T • 480% ` r�°' co 0 co o -� p3.25 1=X IST TOP or- ' 1 • 520% _ r�rnfrim o�i�� ,..�- " ' Q ' 960% _� �. �� �rn + • +12"GAG t` - 1 . 660•. �rn �0 �� N lon�� Q ^IA Q " 44 Qx ' 600% � "�° Mm� ra�'� dPIQOQTUto aF 1 . 86 r7rn�� + U o �,� (� � d1QvQQ Q 1 . 760% _ -(Q- a..G. 1?S til 0/ 0 r\ . o N_ aD O U 1 . 028,;, s1©2 - � �� c + O ILSON� toCDo�d - etn4 0 rnN + '� d �.f�•, • ^ ?�i2ot�o -4 0• r7 rn + .n r7 q- Q 0 oto _ Inr�r�rn� 4 e �rn .NO 00 - FL = ToQ O� 6oclT�-� 1 . 420% + o In •- 8 + 1.23%�--�_ Q= l,�, GUrig - - 1 . 0 N + . O N €� s i 0 665 , � � C' r� ^fr t+ ^N O � ,�' - u L•S4.99O.C. o%1 , 820% n rn o Q 0-q- OD - _' rG Co O �� Qa(,�% cam.) L•54.98 O.C. • 4 00% _6• co LOO • Q + �.__ ti i- • 960% O CD Co co c0i N Mals '` • e ` � � ` mob_ rr'° t+0 • � O � 17 62 a oj(15T. hltl12A1. ` 1 60� - 1 . 30 , . � � M rn � `+' 0� v. �� a � G12dc�t•lp � �� 4� GO J _ _ •�12+a���0 S I�� m r�rn T o lC F C9 to 0 in C� 1<Z= t.w7d/, CD o t'9 .C-6 Q= 1-1-76,0 M �� �� O O CD _• T °- '` + PROFILE 404-1 HORIZ 1 "= 40' VERT i "= 4' 30+00 31 +00 32+00 N 33+00 v 34+0o PLAN 40 135+00 36+00 37+00 38+00 a 39+00 40+00 � � F di d ,Ex1gr a Dv ti *. � a t� m U cous� G¢aoCo �irc�► os+q'�.54 .�/II�o�1 d Q 4 pee eer- A-A, yuT No S. � Q F 4 I = b�00. OHO G,4NIST�L_ A •�N� � � � III � III ^ - � � - '- o T • d1� 4&r,4 V.1al W_>&Sr I I I t I I �+3lo.7b >✓X�'r N 1y + -- l(I gT. ¢ w J G 60,( - - Ir lr 16T.ONR;ED fVl LEFATI w T0 BE I W PLACC& FZ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ c0 _ _ _e �srcu�g � �crt-r>��e � �' � x��r cuwzn �A �u-r-r�a2 - -i - - - - - - - - - - -�_- - - - - - - - - _ _ _ X111 _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - _ _ _ _ _ _ _ _ _ A tI9•T5'��"1:- _ _ _ _ _ - - _ _ "'s TA 69•T5r8I a 0 - - - L • 34, - - r- - 6100 - '<GO�pG�(' '��-!` ,C1 .' \� e_�37. nf L; 39.00 _ `�� s - 14 O "t \ Pb/Y r► 'a• j All 1704 i '� s S�. �Ex►6•rnJ it i Q 95v__ k2V-11AC11� b -- - - //.. - _t, � x 13 ' --�;a - _--.: .t•�rs - ss _ �'.'' t= -=+ - _-d►' a' .rte-. _--:� •�-- '�s -` T i 4 9 11 f 2 t� � Q IEx,S r 12 G GLj °5 c.T.I.s.�s' r r°e` c h '�\ '�� N �: �s � s $ � d - 163."34 106.00 50.00�:V�. C•3\ �v� I� � p /O �C9a��, 61 .00 18 76.00 70.00 75.00 76.00 ►•V Q •o l v f-1 8 o Q R 8 8 8 4 sk!D) 8 8 � 8 � ^ 08 v I II (I I GA1J15T��-��1JU� 14- 4- ISM SIMT 00.d I LSON AVFNUF CONSTRUCTION NOTES : DESCRIPTION of REVISION 13 CONST. 4 "A.C. OVER 4" BASE DATE APPR O2 CONST. 8" CURB t 24'GUTTER PER CITY STD. 303 CITY OF RCUCAMONGA OCONST. b' A.C. 13F-42JA PLAN AND PROFILE o CONST. l•xdM >, rAtDr:P_ TR * N 13542 - 1 O INSTALL STREET LIGHT 0500 LUMEN) WITH EXTENDED MAST WILSON AVENUE iT INSTALL R-1 STREET SIGN PPROVED BY i ® INSTALL WSl-A 1000 ST2EET SkGW 1 ��/S 7 9O REMOVE EXISTING A.C. BERM SAW CUT Foa statoal-W Jo9mir oQROFE3SIp4q CITY ENGINEER RCE No . -597�Q� tTON y �� DESIGN MADOLE SOC I RTES RECOM ENDED J L./K.15A. M t7 10 OVERLAY EXISTING AC.0.10 TO THE SATISFACTION = CONSULTING CIVIL ENGINEERS OF THE C I TY ENG I NEER COLD PLAI.IE OUTEQ Eo6ES W �`No 14 814�+ AND LAND PLANNERS aidMIW.DEEP FOeSMOOTW J01ur. (WO 1=EATI.IER.) � Exp. DRAWN 188 E. 15th Street SHEET 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 *� C�V1L ',► SANTA ANA. CALIFORNIA 92701 OFl� PHONE 714 1135-2"8 l�lf OF CQ� CHECKE RCE No. ug14 DRAW I N ATE FILE No 1151 WIL&ON AVERLIE - 2710,701FFIIOV,,2 604 01-Jun-67 09 141 Ffi / II0 21-1 J►� �1c- 1c� BELCH MARK to Ly Q Q CITY OF RANCHO CUCAM4M »RM 8EM" M. > 1p 200 Y.G. � Z R E = 7S.30 82. CHISELED -0- I N SOUTH CURB RETURN. CIO c Z j SOUTHEAST CORNER OF HAVEN AVENUE AND + O 4Ld > FV,, tt�TOP OF � ? �� WILSON AVENUE. _ N R Wop-TH Cup.0 o ,� ELEVAT I ON 1 0 17,� 88 — �--_ �.� ___m + + o CD ui + + 0 Ln 80 w -- 1 -1707 Co.� ro N v � � t > - ` ' 1 s N ♦g W o OIZTti..t CINZ - ��Q 280 �e � ; -► � ( yt � .. +� R+ \\ `iii N t1S N 0 1; �} ; 4 r jj 0 7 0,, 0 to > / j 4c'j t 66 — — — -� o ♦ �c OD �po r + �t2a1� Vis. ► ��� �� . 1 • 170% �� r� o SECTION LINE ms }- - � O � -4 � O - -.�W.--1 MITI O !11 m ' �� Q'2• r U CEWTEIZ .IWE Iu ul ----�__ tp 9 >s� > 88 -- SOP TSP •? �� _ r 86 _ _� _1701 _ _ _ _ _ pct .Ls 3 ecd vc. I PL-- 7& (8 t� �m + �r N 0 7 N Co F! F� 4.00 ��i ,� O a= 2 8o�io ": a O �� �v xv N U ,. s ti • R' x `r°° a� v 9–_,,,J� Fco 1- N }0 T1ii.l t�= i.00'�e > o z z.G. – `mss l o V. p,P.l-84.00 > Id — t*n .0 ? F - W 2 i 413 6 D UUDy '� PROFILE co ;,g� �. HOR I Z 1 "- 40' 200 'lf•C• P. !. 72 V ! 1 1 1 1 1 VERT. I "= 8' L- ODUC. LIWED 40+00 41 +00 42+00 43+00 44+00 PLAN 1 "= 40' 45+00 46+00 47+00 ul IW '1 IZ I I 20 O f ,. 511 N 2-1 F. RgTE W 1. I re LL comsT. GeAcuo OITGm _� ........... � J I r N O S Gam.h E A —� r � - — — �3•L_� ---- -- -- --_� — —— ---�=-- _ - ..---- — — � _ - - � � - - tie' � ' N LY` Tto► �+rtE- _ES� 5 Q3'E77— N89•'15' "E . a 00 41+00 �\ 42+00 43+00 44*00 \\ 45+00 46+00 1111 , ��; _"I 7 \ 48+00 _ - - ?Cowe)T. 5T0. Q.C. � �\� ^ � — — g • —— — 13 t Tt LT SECTlO►.! — — • `'1 '�'c °► � y �1 � \ � _� `--- d0 70.00 75.00 75.00 70.00 70.00 85.00 1f1 135.00 � _I , :z 0 a ,;CP ® ul b -�--- I I 7� ( W 1 14! -- � N CPbWWC-L c-Aseme"'r d1 CONSTRUCTION NOTES : DESCRIPTION of REVISION d » DATE JAPPRO 13 CONST. 4 A.C. OVER 4 BASE O CONST. 8" CURB � 24'GUTTER PER CITY STD. 303 CITY OF RANCHO. ICUCAMONGA 4O CONST. BARRICADE PER CITY STD. 404 PLAN AND PROFILE 5O CONST. DRIVEWAY APPROACH PER CITY STD 305 TR .(X-3 .W= 16 ) NO '* 11 WILSON AVENUE O INSTALL STREET LIGHT (9500 LUMEN) WITH EXTENDED MAST WILSON AVE t //// pFESSIp I TY ENGINEER RCE No .22?M7 s��� T oN ES I GN MADCILE ASC I RTES RECOM E DED j qoG s - - - el•AtiTIM CIVIL ENGINF"M 0�4A M 1� Nc 14814 m m RAWN » E LAND StrePLANP"et SHEET 1 Exp. % WiTA AMR. CALIF MIA SMI 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 «` * y,�. �1E I4 �-> � OF- CONST . 20x 4" REDYVOOD HEADER 'fl,, CfV1\, Of CAUE� CK lnh�o� RACE NO. I m,4 DRAW I , ATE G-1 -87 FILE No < 151 NILS-04 AYE SW41 2 - 27 M.70)Kt 110V`'� 6M 01-,kn-67 O9t49 PA / 1101_9 , 1 jo I.- a2.4i' PA2TlAl.. 300YG V� ,� BENCH MARK P.I. =65.19 > d N f QQ� �V rr CITT Or RANCHO OUCAMDNGA BENCH BENCH M. 82. CHISELEDN I SOUTH Cute RETURN. Na SOUTHEAST CORNER OF HAVEN AVENUE AND C3 a WILSON AVENUE. a An r - ELEVATI ON 1017.9M U °N5, �!� ' r N . ® � �� 'ciao' _ of �v ft - p - IN �' IA V r > >�t 5rr. �.lA'r J N � t + CU W G11�2OC Ii.ID a �- C� sip _ 1p Lr)LD- KLL N �V y ` ti rn to IAL 4k 04 her, ti L0 L0 co + ru IL t� = m ° e' 'f+ r2 vc- -84- 74 �0 2 to L0 UD[n �! m CO N no4 4+ kD • 413 t _u T ♦ ♦ ttii - y ,4 + 1.0NXN31' 1 AVIA - 01 Ip � pp dl of toale UAT. a, _ f o orvp b ,� -rte +min p - o.G. p b N ♦ W 143T' + 0LD LO (3) --A H g9 so, _ e,rc/c�s�ts b ,4 In Ln m + o°° •v d Im \ + rcl S. UD LO In LO + a v � �2vQ -rah ol~2 LD �N 1° - Cd oto - kf) tn V >4 � - too 0 Pdl2T ltn0� o.G. -�Q CID - LL a+D O N I` 7�i ,�c0 w LD Ol N� o a NJ SN w `� 1n 4 to N d? % N to m CU . wr 6300�G It?0) C + 0� �t N L� -x.00 �� CO to In 4� N -gyp fl- i + + ° PROFILE HOR I Z 1 "- 40' i VERT. 1 "- 8' , 1 +00 2+00 3+00 - 4+00 5+00 PLAN 1 "= 40 6+00 7+00 ' ., v QQ a w tv 3 DRIVE � k in rye gyp' I n I 8 1¢' 10 18' I 8 + _�1 <•'� e ' 1� ♦ n w n 111 •Yl Ql N TIC6 7 V-1, 't, 9 4 ro � 0 101.00 L Z / +� 71. L«38.47 Q2 3 _ B . � N8 g I1 « 2 b.00 N04457W _ N04457 b N04467N 6+00 1 00 i 200 1 3.00 0/yO� 4+00 - 2 6*00 CLo 11 "G l9 gyp• '�� A 1 .04 `lp S 101 .00 p .y. 6 71 .66 L-41 .47 rC a t9 - ik -7 � I!` N 8 io 'z 1 81 10� uV g 1-' 1e' Imo, I g 8 M �' 1' ' -7. .� 8 u ll l + n � 0 8 Z lll CONSTRUCTION NOTES : +► DESCRIPTION of REVISION S e0g;Wr At 7 tD CONST. 3"A.C. OVER 4" BASE DATE APPRO + 3 sc�cF. 7/ wr D H DRIVE 2 CONST. 8" CURB � GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA O to 0 CONST. CROSS GUTTER PER CITY STD. 308 O CONST CUeB Tl!,kMS1T1014-8"c.>= ro "FIeE L*t4r_ curs" PLAN AND PROF I LE 5O CONST. DRIVEWAY APPROACH PER CITY STD 305 TR . NO . - 13542 - 1 CAN I STEL AVE (X-3 .W= 16' l • 6O INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST CANISTEL A O7 INSTALL STREET SIGN PER CITY STD. 401 APPROVED BY DATE CURVE D A8O INSTALL TRAFFIC SIGN PER CITY STD. 402 DELTA RADIUS LENGTH TANGENT CITY ENGINEER -- RCE No :�'2�'7 90000, 00" 35 .00 54 . 98 35.00 O CONST.FIRE LLNE COZO PET- VETAJL ON SNT. 5 Q4QFESS/p ' �Q�o���0ON ��, DESIGN MADOLE SOC I RTES RECOMM DED G -� SPEGI4L- Gie06b �uTTt�-Q y 4o f CONSULTING CIVIL ENG I NFERS d .1.1 1k•16.�►. Vol N 7 1 B 90000, 00" 35.00 54 . 98 35.00 P Gm' eG°1 ► No. 14814 T AND LAND PLANNFRS roe C 1 10 10' 45" 768.00 149.85 75. 16 G ala■41L' 1.4, 27ocv AG.la4- 29.�s Exp. 2-s1_e-I DRAUN 1A20 E. 16th ORNIA SHEET O _ 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 * V.� SANTA ANA. CALIFORNIA 92701 D ° " 7 1 1 16.90 H • 7'>`• X 7.00 �-13 24.4 c� O * r PHONE 714 835-2548 OF 17 43 05 50.00 23 .93 Qd 4 2 O s c t9 ower, g cuee owLy PEe c t1v Gro sot t t 5 l - E 170 43' 05" 732.00 226 .36 114.09 �� 4rE 4f CAU��fv\v \ ATE FILE ONo 4A 14 . F X10■po'DO 27.00 411.4 I 2700 CANISTEL AVE. NORTH SHEET 1 - 27 [0,70) PF : 110962 606 28-Moy-87 01 :23 PM / 110-962-- I -q!o?- BENCH MARK V CITT CF MMM CUCA?WWA W_" HOCH W. � 02. CHISELED "00 IN SOUTH CINIB RETURN. a • � � SOUTHEAST CORNER Or HAVEN AVENUE AND W I LSON AVt"WUE. cl. Ls + V c - MEVAT ION 1 d 17,OM s►8 + T c�In O CU to- Q �y ©o G��e a�t+1.►1� 6T'�c 1lcZ�3 O • ° --M o > ocu 0 + io \ �d,FST 6113 �> CU O /. I 'l \ + . 5 �Q � toto 8 '� ` N O In L)1 \ + to \ _ In ! 1 t yl_ \� + --3& > �1. = 1a.e - f�- � 000 00 ca O 0 co ID0 LL) O .......................�:� 00 - t8 _ 00� �0)ro .qtr o o �TG.c�t� JON O to + In N \ e� �► OO \ \ `r ��-\ n L•�19G O to U ow \ ON - > - e[e •S4,yls a In CU O 10 - > + }`` _ 401 _ 0�_ �,4 o Q + . - U3 d1 v rn 12 4 + � � co GD Q Pd1QT 1se4\/G m et i PROFILE FL >e 7.06%.7.06% l` 9 HOR I Z 1 "= 40' � dt I �D VERT. 1 "= 8' 6+00 7+00 8+00 9+00 1!0+00 PLAN 1 "= 40' 11 +00 12+00 3'-6" _ - 24" •18" 0 ® W ® 1 1 x ( �f 8 1/2" LIP `1 c �, •14" Ra�U" , , 7 LLJI .�. ) • l ' ' rr 7-1/2"ft I 137,22 2 8 Q �_ .19111W 4b , + x 3 • THESE DIMENSIONS TO MATCH EXISTINS OR PROPOSED IN N `® CONFORMANCE WITH CITY STANDARDS 302. 303 OR 304 8 ♦ f V•69O Q (J�01) f 7 41 '4 NOTrs ' / / V 4 kD 1► 1. Maximum lenat`t of installationshallbe 26 feet FOR FIRE ACCESS LANES, (A 2. Minimum length of transition from normal curb to access curb shall be S feet. W L11J. 4 6 - Q 3. weakened plane joints shall be constructed not more than 10 feet x,10 �p apart. 4. A11 curbs shall be constructedin accordance with the latest editibn I Lem• SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, unless of the STANDARD SP�CZ � "' ON, 13 to, L�1tl3.32 �1 otherwise indicated. t e is less than O.i01, A I S � S. Place 3/4" dowel ?ins at all expansion joints when flow line grade 10.00 % 11+00 2 G' ee •e __7 + /e 6. Curbs shall be painted red at both ends, and posted "NO PARKING - FIRE a - -------"- dd/� E � �0• +(Jf' �•;pboi+� a LANE", per Foothill Fire District standards. Z2- _ e. d' al E wp. + � 7+00 1 c�, 00 �'�'� ' 4 0 „ €�S ANT CURB J Q 2 +OO I I L-136.67 - SEE GtzAOI FOR FIRE LANE Gi pv . L-108.16 � �w � r21P1?Ai' 6 , - g ' I g ' • a,�1r�st� ^� k AS0, W r� 1 b r81 14. S ,, 1 .21 CONSTRUCTIQN NOTES : " " DESCRIPTION of REVISION DATE APPS ��� - q �� (I4� O CONST. 3 A.C. OVER 4 BASE ��.] � 2 CONST. 8" CURB � ?d"GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA O Dag VE 2 CONST. CUF-5 T2A.98ITION- eC.F. TO "FIM LAMS CU'Ve 40 CONST. BARRICADE PER CITY STD. 404 PLAN AND PROFILE 23 CONST FIKE LkWF- CU99 PEtZ. OETA.IL NEtEEON TR . N 13542 - 1 CURVE D - TA CAN I ST'EL AVE O INSTALL STREET LIGHT [5800 LUMEN) WITH EXTENDED MAST CANISTEL A DELTA RADIUS LENGTH TANGENT O7 INSTALL STREET SIGN PER CITY STD. 401 APPROVED By D _ A 20° 18' 35" 750.00 265.86 134.34 /d lb s 28040' 28" 500.00 250.23 127.79 i4 CONST. 2"Y,4" REOW000 READE2OQROf ESS�p4gl CITY ENG I NEER RCE No .22 c 160 36' 37" 768.00 222.64 112. 11 ��, ��t 06 �, DESIGN MADOLE AIMOCIATES RECOMMENDED 0 20° 18' 35" 732.00 259.47 131 . 11 `• . _ ' O yap -� � -� T I NG CIVIL t]rG I VEERS 1?�tP t� sT E 23038' 51 " 482.00 198.93 100.90 �w G«v 5�' s� : I No. 14 814 :�7 � LAND PI At�RS Mo DRAWN IWO E. 16th Street SHEET F 280 40' 28" 518.00 259 .24 132.39 v`,\E>rp. - * �y SANTA ANA. 14 tIFORNIA 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 � CALIFORNIA 92701 ,� OF l9 OWST' 11 sl !v 1�- ��� G 99'24:51" 27aio 4&.t� 3t•86 O C 8 CU2t3 OiJI_Y �2 CITY STD. 301 �3F CAUE��` CHECKED RCE NO. 148 14 MAWING NO . H bsl'47'�4" 2700 39.�i�o WA,&G ATE 6- l -87 FILE No 1 t5 l CANISTEL AVE NORTH SHEET 2 - 27 10,701 PF : 110962 607 01-Jun-87 07 :47 Ari / •1 f0-962- 1 JQ I10-9�2 BENCH MARK L:S7.6=3' gal 9/L' L�d2.di' L=112.41' TAi.1, O.G • O.G. O.G Circ DF wtmv cucAtama► dr1m tirmr-r ro. 412. CHISELED " D' IN SOUTH CURB RETURN. FW%rr IAL tSo \11G . SOUTHFAST CORNER OF HAVEN AVENUE AND V Ol a ij1 '4 s V r 011. z -7d.80 WILSON AVENUE. to 0 CD 1• • �•�' ♦ (*j . + ^ r) . �J S a•e. _ �o ± + _ + _ ELEVATION 1017.-M r 40 N CD Q it7 8G- - _L 578% - + R W<:>F -rH Gu ze), Ot!? o 00 t• _ �a m -� �-.k, + '+ N to 1 O 1r "�P F > Qo� sem' aa' > TAN Q= r\ + 0 0 0 0 0 WOl�T'H GU1� 7�0 3n P .1, = b1. U r .-^ �--+ N + M O0 oO U ON + O + 0 N • Orn 0 �' o rn " rr, 000^�V `� . �, � - . e 0% °' -- N -o'o -+ �� Uo ao +i .+ L= 0%:o ate' o.�. _ cD �0 + + �rn rn N Lb Lo 0 0 0 . + p+ ..; M 0 + N v r�rn N 7-� - - �1 V +ru CC) O tU I 493�o- M �f1 �' t i r� to t� }�12a1o. 113F- � ao' _ �r o tv !A +! 2'9 r\ l�1 V - t O � tcu to o Oto C1J12FAGE C� � > � '44QX + co M?1. = tral-d9 - ^ ,?� TAN 2t - - l o cunn -+. o * 8/ ? 4.775% + ri . to Nu o _ 0 + N o tor) Orn EO+ r� c� 20 (up- p ' -- - OLD m + .+ torn. _ �°' `o 4 + No o 28 V P t=79.013 r=x 115T 400:z0 0 ± i• _ VDD r I _ 1.9 - It • 7 N - \ TQIV Q i� t� rn \ rr, r3 socaTH cu N al 0100 8 00 7 + fUN N 0 O OO + \ 0 0 GA �- L W M f� 113 + O Nl___00 Q •tt1 � O �• Y/ (�1� lA er + O � L: tttl.2a O. G. -�• , + + +V)l + t\ Loire) N N o 000 t!3 N o .� O.G• _ TA rJ . t s lczrle L t '�G• �.� \� 4 d M I7X 1ST• so D.e m + • +1 �• ^ 0- At- - -�g f '4 Q O • P1. z 1. � . 010 + 6 ?� rn O ` s ' ��f�L too vG• ��f �� � O1 Q, + � O_ 5 �v a 7/3.00 �'- to �O O + � � ., Ip p 1. > •a lD to 0 O.G. > {A + 4- -tD 00 ,1 � O -- �/•� t J o -W 1-/W n OL N l0 + PROFILE HORIZ 1 "= 40' �+Z T 1 " � VER = /1".g 1 +00 2+00 3+00 < 4+00 PLAN 1 40' + + + + + + + + CAQWT�1- AVrOUE W J 5 00 6 00 7 00 8 00 9 00 10 00 1 1 00 12 00 s 1 4 ® 1 1 1 ® 05 H Q Q - 1 , V 948 -+- 8 ta' la 1 8U 8 F- '� 8 8 8 8 8 8 8 8 8 8 a a + 1 •� N p - 4 N =14 4 a� - ,6.� I o I� t �ej �� / �• 6 8 6 6 (P 6 (/ 40. 1 La6 70.00 76.00 70.00 76.00 76.00 70.00 76.00 76.00 70.00 70.00 66.00 - ta g ^ 1 a _ N 69•t 5'03"E fl �4� _ N 69.15'03"E � K ,rs 1+00 e, 2.00 ° 3+00 4.00 5+00 6.00 1 7.00 4 8.00 9+00 10+00 (►' 2 a H E F e/p 7 6xWT .26.18 40.61 L.2 ,� / �.y. 6 70.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 81 .00 24.82 L Z • 6 4� 1 8 m • 10 L. .�'. - • to � v a 52 io ,p N a g II � Z 8 8 8 8 8 8 8 8 8g a $ S�� �H rs I) II � - + M1 ED CONSTRUCTION NOTES : DESCRIPTION of REVISION 1O CONST. 3"A.C. OVER 4" BASE DATE APPR O2 CONST. 8" CURB t aGUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA CUR A PLAN AND PROFILE DELTA RADIUS LENGTH TANGENT 5O CONST. DRIVEWAY APPROACH PER CITY STD 305 TR . N 13542 - 1 210000' 00" 38.00 139.28 141 .82 (X=3 .W= 16' ) B 15000' 00" 112.00 29.32 14.75 R I VE I c 15000' 00" 112.00 29.32 14.75 V1 I VERO6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST STOME R' l YEA DR D VE 0 90°00' 00" 27.00 42.41 27.00 7 INSTALL STREET SIGN PER CITY STD. 401 APPROVED BY DATE E 90000' 00" 27 .00 42.41 27.00 O INSTALL TRAFFIC SIGN PER CITY STD. 402 o1apFESS/p CITY ENGINEER RCE No .22 F 90000, 00" 27.00 42.41 27.00 �, �tTOH DESIGN MA OLE A I RTES RECOMM DED 0 90°00' 00" 27.00 42.41 27.00 H 10°36' 11 " 482.00 89.20 44.73 y o J.L. Ile-S , CONSULTING CIVIL ENIG I MFRS DCR& I! - t 68°32' 52" 27.00 32.30 18.40 � w -�No. 14814 m =' DRAWN 1820 E. 16th StreAND LAND et SHEET 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 E=a ��-� U P SANTA ANA. CALIFORNIA 92701 /4 O + PHONE 14 835-25" � 14°02' 56" 500.00 122.60 61 .61 � C � * �- K 89045' 14" 58.00 90.86 57.75CHECKED !��Of CAL�E���\! ATE FILE No 6- l -8? RCE N0. 14A 14 list z si Ret i vErz7 tcAL > 1110P & 1 1 JO- Ito-016-2 BENCH MARK Le - clnt of RAN" cucAncWA NO. 2 ��•Csld � �?5!�' ! 1.32' de. ' a2. cHI snTD �] IN SOUTH CURn RFTURN. l 'TA O G• L• tb7�3' O•G. Ll p2•G.'P O• G. SOUTHEAST CORNER HiAVf ! AYt IF AND l� U. G W I LSE'1N AVENUE. . 4 ,� �.4 a, EI..EVAT10Nl f 6!7, po 3 � COO 9 - #cc-). UD rN • y >e� _ a $ PROF' -Tah o>� O _ + to Cu Ln - P1goP -�Pmt �.�`iga�, _t•s�> r + tl�• WC)Q 1'I-1 Gr�tR>� >�c t b } U 6O VG IPS G >- L" . -2 � m t�1._ $a6.9t M >� v Q !sem Q r to ON ro o In �� >RIJ t sN>� o Q1 ¢ x a) `t` go) o o + '3lJ fQ FSG O Q1 p�j $ ;N - - + + 0 10 Q1 • + 01 1.C) + L0 to + cu * I! k •� 890% 1n N LL ON + ,>)9C'.- ,� " �t,\9L50% - �Ci '- l�i� ` - . 674% o + V-) . e"vZFAar:- CA � - 8 - iFz"P SPGc.ne l�zo>A. -rte OT- - b �jH _ _ - -•eco •� SCxJTH GZ.Je1!5 6eb - v, �►- -�. $ - rn o� -•s-rd aA dd nm i r''?oo1- N • Q 1sT 'O°0. rn 40 rn O _ O O\ + r� to ao b8 2 + ,, � 5 � UD C\jto- -t 4.4. + fn to�o �` »fin lact�-T- G G + t\o� N� L• > IN cu + rL =try.�.•a' L-e5�sS 132' _tl�'1•Qb' >»�•3L' ,�� ,�• -, L - f s�I. 2b• �1J. U•G. co �Oo, \/� O G . O.G ' p (. 5G..31 \ �� � � L 16id.2�t O.G. • I. ='315•'71 0 PROFILE HOR I Z 1 "= 40' .. VERT 1 "= 4' 1 +00 2+00 3+00 4+00 PLAN 1 40 1 +00 2+00 3+00 4+00 5+00 a ® • IR p 31.06 L•32.02 L 1 . 1�T'. A x.41 v \ Pr .. 6 c•r6.3&9.eo / 7t �� ,yt ��t 13. 44. 6 4 32 #/ F � as. s �a.� � � �u . ti Q �. f•(/ 1�r / L■10.44 s1p3.75 �Qk Q 7 G t N 09.15'03"E � �d 3,00 `t " A - 144.88 G 1*00 2;00 Hca' �- �C 3 ��oe Tc. _ (/All 2 •� 11 a� e a• H E 1, _ N 09.15'03"E O L/ 1 x.00 , L■2o N 100 2+00=�oe.� . 4 .�(,�(�F 3•tb 1 6 '3 V �� 14 !� girl-07* L■51 .95 •90 p \` t /j `I Z a•ct7 `s5� �t<7 a �riJ N •� 1`■�.1 b 19 79 1 . 7 Q t. 46.07 36.54 L-35.02 �FIYPNY 37.71 ` `\ \, 5 11 9. + g � !� n 8 r ® N N eID + P, 0 8 It t�l 2 ~ r7 Al DRIVM Al NSTRUCTION NOTES : M LD ­ " Aer2w% ll, . CJR, DESCRIPTION of REVISION coO CONST. 3"A.C. OVER 4" BASE � - DATE APPROVED__ 2O CONST. 8" CURB ' GUTTER PER CITY STD. 303 I V CITY O RANCHO CUCAMONGA PLAN AND PROFILE CURVE A 5O CONST. DRIVEWAY APPROACH PER CITY STD 305 CURVLDATATR N O , 13542 - 1 (X=3' .W= 16' ) . DELTA RADIUS LENGTH TANGENT DELTA RAD I US LENGTH TANGENT (� (�' 210000. 00" 38.00 139.28 141 .82 6O INSTALL STREET LIGHT 05800 LUMEN) WITH EXTENDED MAST 1 210000''00" 38.00 139.28 141 .82 tif\1 L . lw 1) 15000- 00- 112.00 29.32 14.75 2 15000' 00" 112.00 29.32 14.75 c 15000' 00" 112.00 29.32 14.75 8O INSTALL TRAFFIC SIGN PER CITY STD. 402 3 15000' 00" 112.00 29.32 14.75 APPROVED Y _ !0 �S g, � 940 44' 14" 27.00 44.64 29.33 4 24054' 51 " 282.00 122.62 62.30 pFESS! CITY ENGINEER RCE No . �� QR _ Op E 80033' 22" 27.00 37 .96 22.88 5 35015' 18" 300.00 184.60 95.32 Q�� ��� r pO# DESIGN MADOLE A - ASSOCIATES RECOMMENDED F 06026- 31 - 332.00 37 .33 18.68 ,' �`4 s, J.L.,A.Z.d, P44 >lee-7 6 27°47' 58" 318.00 154.29 78.70 �; ?� o\c STING CIVIL ENGINEERS r- ,� AND LAND PLJtNN RS 14814 ,,, DRAWN 1820 E. 15th street SHEET G 140 38' 58" 350.00 89. 49 44.99 7 84047' 54" 27.00 39.96 24.65 a �J' .., '10/ 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 303 ' ESP ¢"!'-_" SANTA ANA. CALIFORNIA 92.701 ] H 08016- 28- 368.00 53. 14 26.62 a 99024- 51 - 27.00 46.85 31 .85 # ky1? PHOW 14 &-55-2548 -L- OF- sl�lf 1 V 1 CHECKED RCE NO. t m 14 . CAt ATE 6- -87 FILE No- 27 o 27 [0.70) PF : 110962 611 01-Jun-87 11 :34 ASS / 1 10-X;2- 1 Jul 110-116-v- BENCH MARK l..b�.G.eli 1 L•Tv7.�i�' 2�. t - D.G. OIG. C I TT CF IZ7lNEM CUGAhK1I+lF,A WMM ID" M. e2. CHI9E1ED 00m IN SOUTH CLRB RETURN. SOUTHEAST CORWR OF HAWK AVENUE AND W I LSON AVENW.. EEVATION 1617, fro - o0 _ moo rn • + oPg �. -' L-416.97 O Lr) o.G °' + >so'\ Pl.•e'(q2 + 00 �► •,4 o � d o (� :1 . 23 . + ,� N - + 2/ . o �► cn + .r rn t° + �- ! ,o pe.�,p6►/o :2 Q � ^Lc) O�'+- �� P12OF? 1�1 r;.H fit• OR =1.�2 t � ..o- \� 0 Q xi6T 11,�T. l s t-, - A9 + mcu � d rn X rn N N 232 + 0 cu 0 0) v- In cu X32 - -- + r� 1�4S2Cd�[Jr'F-tt"i7Gt�t11d2FP3 ► tC`�j 11� u*)Oet d o cu ON -tm 0)o�+ r .'1- . N c0 t+m +p O(V q • ' O OOlo 2x+ O - +4. N J t + • o r� IQ-0.4&/ - 4F- on to + 0)0 GD + o � Tats iQs 5.17•e cu �! N in 0 Cu LO l � MID rnd - + n CDP . S - 40 PROFILEca O� . g _ HOR I Z 1 "- 40. .=4470 a�►Ak AA � VERT i "s 4. 1 +00 2+00 3+00 4+00 PLAN 1 - 40 5+00 6+00 7+00 8+00 9+00 CEDAR 190MTABUO ongul 6E E yKEET 1.1 O. 4 61E� 6uE-�T i'.lo. 10 9 I ;I u III o 0 coo cl III o 8 4to K 18 6' IQ' I 0 I 132. o 8 .� �� I II Z 135.00` 8 8 8 8 I) N P IIIN N ' 1 o Wl06 Ewe. o. r 26 ® I) o 111 : ACCE55 ESMt'. + 1 4• 3.24 70.00 75.00 75+ 6 .00 1 1 L 003 • / v w L'11 . x1.23 79 5.37 D. IIFL 35.00 L'1 14.52 � t 4r,N Z2 ,�U ? _ - ( A (✓G. Lw \� N 89° 15'03" Q 2 1 �`� D - � 8 111 _ _ / . E 23 1+00 1 '� 2+ 3*00 , � 4.00 5.00 __ H t . pl/f 7+� Z e7 :26.18 � I 65. 14 60.00 75.00 75.00 63.47 =20.04 F Q I L L-91 .91 i� 11�tr- `` 42.2g 6 15.2 r0 L=80. 15 �6 v4+2CEDDAARRM CORUEE-- 3NT-KADfNR 1 DRIVE � p N •� II r � •G� fl o 8 8 8 8 ♦ a e ►Q . \ N Q ►' \ N \ - I 135.00 � CONSTRUCTION NOTES : 1D CONST. 3"A.C. OVER 4" BASE DESCRIPTION o f REVISION DATE APPR O CONST. 8" CURB 1r 2X GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA O CONST. CURB TRANS(TION- 8-GF TO"TIRE I-►,NE CURB" - E D� AR mEEK Dr. 23 CONST FI12E LAWS CLAZB PEE OETA lL ON SNT 5 PLAN AND PROFILE r I VE CURVE A T 5O CONST. DR I VEQAY APPROACH PER CITY STD 305 (X-3' ,W- 16' ) TR . NO . 1 :3542 - 1 DELTA R/1D I US LENGTH TANGENT 210°00' 00" 38.00 139 .28 141 .82 O INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST CEDAR CRFEK? m'RIVE 15°00' 00" 112.00 29.32 14 .75 7O INSTALL STREET SIGN PER CITY STD. 401 APPROVED By DATE ( 1 - c 15°00' 00" 112.00 29.32 14 .75 O INSTALL TRAFFIC SIGN PER CITY STD. 402 - ja�41�/$i? 09049' 32" 1518.00 260.32 130.48 E 1 ° � �c �10S, �q� DES Y ENGINEER � RCE No .27�s'►7 0 10 36 1500.00 266 .42 133.56 �� �� N e" I GN MADOLE SOC I RTES RECOM E DED F 05°53' 21 " 400.00 41 . 11 20.58 �� � i J•L-��a'• CDEtJIT I NG CIVIL ENG I IEFRS x►A` �� 1 it ,�? Q N0. 14 814 m AM LAND PLAPP"S 6 10° 10' 36" 1482.00 263.23 131 .96 ° " E>� ,,_,,,_� AKIN 1e20 E. 16tti Street SN ET 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 SANTA ANA. CALIFORNIA 92701 OF sf' �l V 11. ��� RCE NO. i 4A 14 -L H 97 33 10 27 .00 45 .97 30.82 �` * V.F' PHONE 71 d35-2548 - t 85053' 26" 27 .00 40.47 25. 13 �OF CAI�F� CHECKED 1151 • ATEG�L-�7_ FILE ,No "D" S1 kE E.1 - 27 [0.70] PE : 1 1 096? 609. 08 Cloy-87 02 :04 Phi / 1 10- 95c'- 1 BEACH MARK CITY W RANCHO CUCAMONGA RENCH BEND" NO. 82. CHISELED -0-Tom,►-�. L-= IN SOUTH � RETURN.RB SOUTHEAST CORNFR OF HAVEN AVENUE AND C>.C.0 WILSON AVENUE. ELEVATION : 1817 o 926 cn Q n M 1-� �l..9. 4,0' (=O. G. 3Z -' ± v-v-o SOP G>� -4s. so' • + a m + (71 N N N 00 0 O sem' + GO r)N +1ti N 00 cu+ Ola cn j t�-O' � • C _ O et N In N 1�1.= 29.29 �3/, to Cu ^ 2C. - _ _ ON Ol + 0 tO 10 N IQ + ` C71 1' d' �C 1 • 6t1QL7. 2d - / N + so - � 2 a 2. Q 4 5% �N N N` O CD - + + 7Z \ \ N7 N �) p O l0 I +o to oN � ' o Q 0 + 1� 0 s2 -' 323% ocu } l�lgdl� TZ>P Op" \ Ja N • DO 1 -- c-�ot.,rrH GU RM! - - - - - - N� N � g4 1� n u:) *a; + oIn Q1NN01 00 + + cur-)CD 4 O� t N O N 'r1�1.� •R= L= N 0 N tO CU Ln lO ^ `t v.�. NN '� orn g2 - tr7 to N 0i N + n L0 N N - L� Sir. A2, o.a. L) Ko '.G + q 0 m p►.= 2d.7r,- C-)7,- U \� PROFILE HOR I Z 1 "- 40' VERT 1 "= 4' ' 4 I I I t I 1 +00 2+00 3+00 4+00 PLAN 1 ~= 40' 5+00 6+00 �� 1° o s �fD ���! . 1 �� m� 14%1 ® d /2. .67 N 1 a7 -� ,♦ II 'x•00 18 41.61 70.00 12 L-74. - 4. n II , \ " A - N 89.1 2--03'E l'ae. I 11 1+0 2+00 dU 2 _ 3+00 (/ - 4+00 F D 00 al� 1 I 0• r� , 1) . 6.18 _ C 11 6.00 2 �� ��j• •Gf .00 47.74 70.00 B.45 L-76.55 � 2 \ \` <• 5�.5 L-x•00 H ;,P. /�• / Co+/ti1T- a9,0j 6 GF 6 0� 8 7+j . CfOAR y(m DRI 8 ? H F N T 8� �1 4L, �.. ;•� NOR N 8 8 �a L $ ,p N 2 0% I S N � 0 1 8 a � ® 1 V6 4?1 Ib r � d , Is CONSTRUCTION NOTES . DESCRIPTION of REVISION » » FAPPRO O 1 CONST. 3 A.C. OVER 4 BASE DATE O 2 CONST. 8" CURB f2� GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CURVE ATA VEO CONST. DRIVEWAY APPROACH PER CITY STD 305 (X=3' .W= 16' ) O DELTA RADIUS LENGTH TANGENT TR -. N0 . 135421_ 6 INSTALL STREET LIGHT (5800 LUMEN) WITH EXTENDED MAST „ � A 210 00 00 38 . 00 139 . 28 141 .82 O rvE7TV5BUR8 ®R 0 VE e 15000' 00" 112. 00 29. 32 14. 75 O7 INSTALL STREET SIGN PER CITY STD. 401 O c DATE 15°00' 00" 112.00 29. 32 14 . 75 80 INSTALL TRAFFIC SIGN PER CITY STD. 402 A Y o18°25 17~ 818 .00 263.00 132.64 Rof ESS! CITY ENGINEER RCE No . zz-0y'f7 Q Nq o « q ! 0 91 53 15 27 .00 43. 30 27 .90 F 18°25' 17~ 800 �Q S�11. �N�,nay DESIGN P1ADOL�T NDIvASESOC I A s ES PRA& lo? *DED O .00 257 .21 129.72 q(` ` J.LcP��.. c 18025' 17" 782 .00 251 . 42 126.81 cRP a•s,-ems AND LAND PLANNEee RS � Na. 1481a .� m� DRAWN t62o E. 15th st�..c SHEET 11 CONST. SIDEWALK AND RAMP PER CITY STD. 310 SANTA ANA. CALIFORNIA 92701 H 91 °53' 15" 27 .00 43. 30 27 .90 yP ;P";0;waE74636-254 A -L�- OF sr c1v��- �' CK RCE No. 14A14 Au or crw`�c0�� . ATE _ FILE No- "E " o E'• STREET - 27 10.70) PF : 110962 610 29.-Oue�-87 OT iN AM / 110- VEP- 1 • y J1.1110-�� -- - - ---- --- -- - ---- - BELCH MARK a CITY (>NF RANC10 CUGAMIG11 stmCit 11rw" m. i?I. 28.20 82. CHISELED " 0- IN SOUTH CURB RETURN. O a �- C) L' 143.33 SOUTHEAST CORNER OF HAWK AVFNUF AND > O•G. Y I LSON AVr-NW. 0 co62 - + + Lo ELEVATION s 1017,M LD Ocn 58 - �. �� - - � � � s.�299i �o N . �iY n + 01 o 1 .,rte 0 N o 0(4�.4�b O 1�)(l l5r Nom[" 640- oo �o- Ftp- ►oo'va \ G .r� - -a- 62 - � � � � + � � �- � m P I. =28.03 �� _ 1:2 . 60 - o o d1 0 o O � �, _ LD ff) �� om w c91�o \ � - oo 99 0 � 5. 4 99i ��o cv o N �� �>n 'SQ + + - +',o no -IA 0 LO 52 - _ \ Nti �6U12RF�G.G�1 �1 Xr6T •ATIr o E)0 _ c5c►�OzJ1Jt7 ": � to 58 - OO �sSSsa� \ \ \ �e_ 00 36 - 4 - o �-as ' 499 .a + c>` '�- 4 - .moo o rn ovi � o:�. \ ins 34 - _�.s .�. '�'�� � V")to oo = 5 j 1//, & �-,�e,ate' \ , ` 32 5>0 _ U A," y /4 . �� cu n �? o In rn Lr)nLD 0 N m `' n -32 -10 + o o of N� V CU + NO (d Q N `a o .N\ Q p}20P TOP Nco + 0 -f . c L.=8ci Ol.20 - CU t \ GfMeOiUtil+D 40 o cu lo6.t2T lao v�G t 0 �1 + P I. 2P�.2,J + 0 cv _�\ -14 c() aoO a.G. Q 5 499y. O /�7T N rn 0 _ - O _ 3p a 7x00( ° 1 + rn LO l � 17d-d81 I .O - ltd PROF I LE I Lt�G�r HOR I Z 1 "= 40' b.e_- . VERT 1 "= 8' 1 +00 2+00 3+00 4+00 w 5+ 00 PLAN 1 "= 40• 6+00 7+00 8+00 9+00 10+00 =I JiJ W W W 1 N � 1 ZW 5 `� j � 8 8 8 N 8 8 8 ar & c 8 cQr 8 88 Zi 8 8 8 8 p + � � d+ = w8 N C� Q �0 (1 N G •J�� _� 8 .� G L`50 26 L•74.00 L•6 4.069.00 L•7 9.72 76.00 Left 00 t^ + 70.E �➢ - - _ n 74.06 E L 2 1 0059'430Y 7 G c 1� 4+00 \ 400. 6+00 _ 1 69.00 6 Y F +00 � s 17. L-50.72 6 Z L-131 .76 •� Y' J � ' 7 3 9.07 Q L 11 . h r 9 �( L'120.57 e.00 00 N•. b - 01 � . a � •CG A �[ II• r• I N � ^ c -r s + 8 +v N 1r4 d 8 N 'z s. 22. p. r 4 • 2R �f 9 1j��.. 0� .�6.�t2 19 "" 6 2 f c$ OiO r r� {, O ►� +3O C 1 v L: ®p r of 11�leaf 3 Ib' + O 1 ��5.\ 2 F �' b1 X351 PbTb12 N + + +� 5 la' ' + ^ g b y Al (9 7 A SEE C,;ZA.O I til G FLAVA i� N d1 0 n +,8 � �,' °a 12, �o a (p 6j'>> �4�►� / b►ea ltil6G,E } la ig I I J Q� d \ to F41 FD 9 D3 cRux s a (� .9 ^ CONSTRUCTION NOTES : �� ' DESCRIPTION of REVISION DATEJAPPRO +�C�G�� � O CONST. 3"A.C. OVER 4" BASE 4W � 4 V� 2 CONST. Be CURB t Id GUTTER PER CITY STD. 303 CITY OF RANCHO CUCAMONGA O 4O CONST. BARRICADE PER CITY STD. 404 PLAN AND PROFILE CURVE DATA 5O �ON3T. WDR6V�WAY APPROACH PER CITY STD 305 TR . N 1 :3542 - 1 O DELTA RADIUS LENGTH TANGENT EDAR M UNTA I N DR I � 6O INSTALL STREET LIGHT [5800 LUMEN) WITH EXTENDED MAST 14°02' 56" 500.00 122.60 61 .61 CEDAR ��UM�A I (� DRIVE 10°36' 11 " 482.00 89.20 44.73 U V 0 O7 INSTALL STREET SIGN PER CITY STD. 401 - Qc 230 17' 39" 1429.26 581 .08 294.51 8O INSTALL TRAFFIC SIGN PER CITY STD. 402 APPROVED B Y DATE 7%-�t2 02°31 ' 07" 1393.25 61 .25 30.63 14 Gbi.lT 2"k 4"2EOWOOID HEA�E12 _ CITY ENGINEER RCE No .22' 97 DESIGN MADOLE SOCIATES RECOMM NDED E 23017' 39" 141 1 .26 573.76 290.90 O GOti15T 5P>✓GIAL GIeOb� �K�'T'fE-12 #• - ,;• J.L.�C.bA CONSl1LTIN6 CIVIL ENGINEERS PO4, F 10028' 00" 1393.25 254.52 127.61 - AND LAND PLANNERS DRAWN 1920 E. 16th Street SHEET '�-�r-d`► SANTA ANA. CALIFORNIA 92701 / O 020 44' 21 " 1393.26 66.61 33.31 1 1 CONST. SIDEWALK AND RAMP PER CITY STD. 310 � ;• ,� V. PHONE.71.4 93..5-2548 �O QF-/-� N 9?°?V tO" 27.00' 45.97' 30.62' I 05'53'ez 27.0o' ao.4-7' 25.►3' 19 COUST. 8" CU28 OU LY PE12 C l- Y STD.,S'01�j01 ` �`'/ O CHECKED RCE No. 14A14DRAWIN J 91 1513, 115" 2 r.00' 45.30 2790 it-- ATE 6- r -0 7 FILE No t l 5 l STREE ' VER' 'F ' SIKH El - 2.7 [0.70 PF ; 110952 613 02-Jun-87 1 1 :33 AM / 1 10-962- 1 ,�rl�10-q�2 t