Loading...
HomeMy WebLinkAbout981 IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES BENCH MARK : GENERAL NOTES -.0 ► • $7X2FET AIAAa7 S5W7 Ale. BENCH MARK NO. 96-B r, - - A THE NWC V ►u.VEN _ _ T /2802-/ /2802-2 /2802 3 /Q�IDP-4 /2802-5 /2802 ro /2802 TOr4 L s • /(/U E VF E HAVEN • s�xuc A 2 � 19TH ST. 44 r•r. W. 1. All work shall be done in accordance with these plans, the City of /a---CONST. 4" A. C. OVER 4" AGGREGATE BASE. 5'F) 33,/00 - 3.5'./00 AY/NTiVAI !//EW DR. 30•f &983 FT. �N. '_ 19TH ST. , SET Rancho Cucamonga Standards and the Standard Specifications for Public 2 Cs.f') 5 • ELM A!✓EN!/E .5 -CONST. 3 A. C. OVER 4 AGGREGATE BASE. 56,635 48.905.3 041 9314 yO, GBo 33, 378 53, 20 80, 380 397,2�3 f DRIVE PIN w/C.S. TAG IN TOP Works Construction - current edition. Contractor shall be familiar , 15.f� /VoRFOLK ,D/P/✓E G C3�-CONST. SIDEWALK PER CITY STD. DWG. NO. S 310 & 311 .- i7� 075 /0 360 5, 07 9 /30 658/1 /2, /93 /7) 324 781 7_r,0!9-,- !�-YBQ/OGE ,0W'/✓E- G AT THE E. END OF A HEAD WALL with and shall be responsible for adherance to these Standards and 4 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. L.f 2/0/ 2409 • 425 ¢8/ /Bo /4>73 G.,' CAt'O/P'F PLACE" 7FOR 3-24" CMP--ELEV. 1430 - 686 CS.n G 30 /O 2 5. . ,61EL l/EOE,PE PLACE 0 Specifications. 5 CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=31 ) . 2,080 800 !, 2, 4 6, 9 O P m «J 6 CONST. HANDICAP RAMP PER CITY STD. DWG. N0. 310 . !O 6 2 6 q• 6 8 42 EP+• 06ok-_K/W171.4M COURT 17 f kind telephone or ower poles, (L.l' 2. All pipelines or substructures o any P P P � REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. 334 251 _11G9 53/ 1,593 L•F. f,/AST/rl/6-5' COilPT 9 water meters, valves, fire hydrants, etc. shown or not shown on these 8 INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. /2 /3 7 /O 8 /2 /g 8/ E,+. CDUNTr?Y f//EW DSP. or in adjacent areas where � - k/A,PWiCK Car-PT /2 plans within the right-of-way limits 9 INSTALL STREET LIGHTS , 9500 LUM. 5 5 �� ted or protected �- k//MBLETb�/ CGI:/�?T /2 removed, relocated improvement work is to be done shall be P /O INSTALL REDWOOD HEADER (2"X6" ) . / 292 /25 g28 /,845 L�P /NE.4�i</CREST CYXi1P7- /3 (F/t• in place as required at no cost to the City of Rancho Cucamonga. // INSTALL STREET SIGN PER CITY STD. DWG. N0. 401. 5 9 / ,3 2 3 <}• 2/ EA. Gf:!'JiP ' /3 •f /2 INSTALL TRAFFIC P IGH PER CITY STD . DWG. N0. 402. 3 / .3 mit. V----R, �//1T / e n work on this project shall familiarize him- S IC STO S (aA) 7 An contractor performing 3. y P g P f /8 REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. / - ! 2 fit. FA/,QN,4l/E/V PG4CE /¢ self with the site and shall be solely responsible for any damage to /¢ CONST. LOCAL DEPRESSION CASE B PER CITY STD. DWG. NO. 518. /3 A65A17AI2290 OR/f/E /$ from his opera- ) ND /PE GIRT /6' _� s' existing facilities resulting directly or indirectly P CONST. LOCAL DEPRESSION, CASE C PER CITY STD . DWG. N0. 518. / 3 / 2 7 .�• tions, whether or not such facilities are shown on these plans. CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. ( (/ONQE CGYI,PT S / 3 / 2 7 �• (FOR W & V, SEE PLAN) . � w► 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering /7 CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. N0. 504. ¢ 2 4 3 /3 ��• Department prior to any encroachment or construction within City of FOR STORM DRAIN QUANTITIES SEE SHEET 22 O� pq(F (FOR W & V, SEE PLAN) . _ Rancho Cucamonga easement or right-of-way. CONST. BARRICADE PER CITY STD. DWG. No. 404 AND TEMP. 'PAVEMENT AA / / / / 5 � @�_PER STD. DWG. NO. 405 . r 5. All grade stakes shall be set by the Contractor or Engineer. Paving CONST. CURB OUTLET PER CITY STD. DWG. N0. 506 (W=4 ' ) stakes shall be set at all hinge points, edge of pavement points � E within 0.01 foot of sub-grade elevation and at not more than 50 foot COJVc`1' 11lJbER 51[ WALK DIC/1/1V PElT CITY STS DWG' 14o. SO7. ( � / / / 3 &A. intervals. Additional paving stakes may be required by City Engineer J COA15T. e CURB W/774 2406C/T7Ee p1se GLIA/L ov 77-&5 SR/T. CL-F Sic /3/O /574 /loB3 2GD�¢ 2roro 9 1411107201L.f 13 as needed at warped or vertical curve areas. f'r-4CE ST,2�ET r,EE�t' ,vER OAfld A10. 60/ I*,00,VTA/.c/ ill E-W OR/l�E-�'JE/�1)�SP,eOC� q//E.-?/EA�(FCi`f ./GLS-//6/l CEA.) 4/ 1 4 9 14 29 97 EA. R CT 6. All sewer, water, electric, gas, phone or other utility laterals, LbNSr DQ///ENigy gPr�<rCh/ pER C/TY S O.OGIiG. /t/O 8O� (S.F) mains , or crossings shall be constructed prior to paving. r 2584 reee /e1970 220¢ 205¢ 34970 4332 /9,/54V, 1 0 - E 7. Compaction tests of embankment construction, trench backfill, com- N R QST BREvTWcbD L�/NE pacting original ground and all sub-grades. shall be performed at no LK 2 WEyB . d cost to the City of Rancho Cucamonga. A written report with these �`E S'`fi 6 O�/✓ �,/ 8 � compaction tests shall be submitted to the City Engineer for approval l�/w 0 �jlzi , prior to the placement of base materials and/or surfacing. 1w R/W I 8. At the completion of paving, a materials report shall be submitted to / / IRoei o IVye:'/?O✓enMeNT5 e� A -SEE E - the Cit Engineer. Lising all tests or determinations completed to 33 E;XX/ST 67-IA1P. AL5e RM 88 2 �3 -35 •� �� � P`r�w City g -/•96.3¢ �0 57.4. 1 1 / t` 2' p V verify stability oil content and Gradation of asphalt Paving /, �:�i 1 �� 1 a: y1 1/2 ��s�-v /MPPn(/Eit�JE�t/7,r` 33' 331 28 �- 9. Prior to installatic*.1 of any Paving , a materials report shall be �' -- submittea to the City Engineer. Listing all tests or determinations 49 EXfS'7� S7' /pfP. PER it/o. /2 'S completed to verify: . Steve analysis and sand equivalent of / �/ / / / //� 22� C� FUTuRE" LY,i�t/S7"/Q//eT7D/(/ 1 aggregate base. / '¢� $�S� 6' ¢/ /�� / 5/ S ' � ` aREE�wTY _CORRIDOR_�- 10. P shall be performed in accordance with R-Value and Pavement tests a Paving / " 7. taken to determine structural sections (prior to final plan approval) 1 0.23 _�¢� Q'o "F,- �/ O'er off' �lu�L`t L/it/E `'� �,� ZEVEL L//t� _ - _ INDEX MA 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 7O G3TiPEET 4YL1"7- �Ir0/Q S /`llAAt r) which p-otrude above the sub-grade and all voids or depressions shall 2 9145ET.5 1 774A,-L1 /5 be fillea with a fine grade material of a quality better than the natio^ TYPICAL SECTION material. TYPICAL SECTION .T s' 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant /t/ ELM AVENUE registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly MOUNTAIN VIEW DRIVE) STA.O,LA0G2� 7v STA. /64Gt�. STi4. /511%2./3 4-, .5�x applied at the manufacturer's recommended rate for the full pavement 73 width prior to paving. TI. =S ^- EX/ST �P= 70 OV R W 771= 60 13. Estimate of quantities is provided by the Engineer only for the con- 4 venience 9f the developer, the contractor shall make his own deter- FUTURE CONSTRUCT/ON ) mination of construction quantities before submitting a bid. An 2' PRo /MProvEME�rs� / *zm--� 1 ,► I' q g Y � 33'-35' ./B' 32 32 iso-/4 � .ACT W ��•� d��, UR,� item of work required by these plans which is not specifically listed EX/S7. '� l 1 v in the estimate of quantities shall be considered as included in the r10 , 2 /M/N /2"Mr / 4. ,41 _ C' /' rte! st �s� ► �_ _ �x_ ocher items of woriE �� 22/ I 142 ri' 4 /Q /0 /O /O /0 Q ' Zo w l j4• - W 6� t g/ �u UQE\CO�T,QUGT/ON 1` 3"•5 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 F(-. oraac& / , , SyE-E-7- Z WEYBR GE y RA T a �- 4, Q, /�, ,,C 4 4 ?./ TD OAYL/BHT` shall be constructed at each intersection. 023, i cc�i /07' I ■ Aq F7 0.2(s� O./3' 0.07 O./3� OQGSLS. ` Il�l,� DRIVE 15. City approval of plans floes not relieve the developer from responsibility I I /o' / o /o' /o' .� Fr 7_r T, 1 0 ° AC for the correction of error and omission discovered during construction. -� � • � 0.30 , I•.�::+�- � �-�- �� - -____ __---_- - _. /'- G � �S_� - I � '�- ``._��� _ `-� v Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. Pj �- � hazard free, aWAGI6O I a N 16. Work site and exterior streets shall be in a neat, clean, ,4WZ &Zl 7f I 04 , U I ° orderly state, throughout construction. Site shall be cleaned upon d� 2700 7C -=pv. R c<,�ca Lrnre ° of 128 2 > 3 u ^ _ v request of the inspector. A.STA. Dy 7'D STTYPICAL SECTIOri I 8 2 17, Contact all Utility Companies as recuired, 48 hours prior to excavation. /NTS TYPICAL 5ECTION ! MOUNTAIN VIEW DRIVE NT. s. ' p GRFEtiW'a CORRIDOR I �roviaea or your convenience are "ie :�i�owi,^.�: �s= � � �$"GiP -tor A. San Gabriel Valley Municipal Water District STA• la4450.73 A 5 A. 20 2¢.// SPRUCE AVENUE e, ,,Z.,r2/-- Mr. Bob Stallings (213) 969-2718 7 1=60^- E7O for Base Line Road construction 77=8 ^• EX/ST. iQ11AZZ1E"= 7a L 22 p B. General Telephone (800) 422-4132 R/W D • • J INDEX MAP for underground service A vlzr /r!/'M OJrjvo!ACLrL.4yoT � 4G' t/ � 7.* C. Southern California Gas Company (714) 529-2889 G �Py'4-7 CY.Yt/CrQET�'TA4D- PUE f ' � � „ (I�Q srO/Pti1 oiP.4/iV PL/�/V�') 2191 E. Birch Street Wi4YPi1tl_ _NN7rSy4LL ^/p/- �- P.U.E 23 SwE. R�yv �W �¢ ��V�TBR S/1EET5 /lo TNRU 23 (714) 529-7070 �AC'ED UrVT/G ALL UT/L/T/ES let Brea, CA 92621 !/T/L/Ty LATF,.PALS' /c//Ti5//rt/TE �W ' 4.5' /e' /8' 4.5 1 D. Cucamonga County Water District (7I4) 987-2591 /PoAOA1AY11At-E- SEN/rVST'411EO, I I 30' .'!O ACL GyV-S/TE /MP/POVENIE�'T,5' �' 9' 9' 9' QR�V1S1- 5,}iEF-T 2S of 2-5 PE{-T►F. NO. 15724- 9641 San Bernardino Road I / /p' PO' 10' b' 3 6Y M/1CX�LA ��OGI/1fi, I►�. P,DDEp $Ilc� L�'�f ,_ /r✓CLUD/it/G AZZ G�fA,O/N6` 11A11,E LEVEL L/NE Rancho Cucamonga, CA 91730 tSCEE/(/ G��iyPGETL"O AND ALL X047' O J I 420/ 0.30 St OPE y4 IFT. !/N�4c�'EPT�95LE P, 4,VZy• 30 0./B' 3� - /p' /p /O' /O' 4 05 ® ALL OT%'/PcP. //VST '/4U X93"ii?C.P / SLOPE / 0.03 /8 I r r E. Metropolitan Water District (714) 593-7474 _ _ - - -- f�5 LT- _ sx�r /6 /7 22. �4Dl�i4V /MP/POl/EMENTS' (r1'P9Ad v5ft lot lints and /of qumbers fog Tnoc>s /2 802 MOI/EO A/VO REPLACED TO - -- --- 3 i 10 and /2802 -G pat Amended T�oct Moos and P.O. Box 54153 lflfl LMrf aOClTH N A1C/F/C PkAf OAA / Los Angeles, CA 90054 Tf/E SAT/4f,4e7/oN e2F' T/9�5_ , SCOPE%�1 F. Pacific Telephone Company (7I4) 999-5639 G'/TVG/'v 'Q 2 ( 3LaPE �r hg, O3DESCRIPTION of REVISION , Q18 O3O f/ TI. - S•O A.r t70 -- - - - - - �--+ - - � GATE PPROVE L RA TYPICAL SECTION 3 - z --=-� �- � PRIVATE ENGINEER'S NOTICE TO CONT CITY of RANCHO CUCAMONGA CONTRACTOR w/Tiy D"G.� iv.r.�• 1 L < THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR �I. owed 7a M-rfo5�- FAIRHAVEN PLACE _ 7'I : SO R" � �o TRACT NOS . 12802 - 1v12802 -24P. STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OFJTA.tf38.GJ7775TA. SflJ.GG- CARDifii; P�.ACE _ _ °i 1 Z 8 t� Z -3 � 1 Z 8 � Z •4 � 1 Z 8 0 Z �Jr � AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE .p�•�gg7p ,Zf7gT�- TYPICAL SECTY�'111fi NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE WEYBRIDGE DRIVE NOTICE K,Ny 12802 -6 & 12802 CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO COUNTRYVIEW DRIVE CONTRACTOR SHALL VERIFY ALL 3TA.0+1168.5/ 7.O S'rA. /'�0!; 22 *^17-14 8"' G'F < r, �r r P PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES CONDITIONS AND DIMENSIONS TEAR NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION BRENTWOOD DRIVE AND SHALL REPORT ALL DIs- NORFOLK DRIVE pFESSrO OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . SANDPIPER COURT CREPANCIES TO THE ENGINEER Q OMA W ,1►1 o J TITLE SHEET BUCKINGHAM COURT PRIOR TO THE COMMENCEMENT ,?/S-3.15e �V_-MA. r111O71/ Le F ' - __�� �'��''� APPROVED 8Y DATE - SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR - OF WORK. BELVEDERE PLACE C /j// DEVONSHIRE COURT ;8, �' rR r'° !2802 GTY ENGINEER RCE No 23889 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY HASTINGS COURT sro.5•'754� .Srzl. �f3��� * - * / FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- WIMBLETON COURT FAIRHAVEN PLACE cNtL P DESIGN M OLE AND ASSOCIATES, INC. RE COM ENDED JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- 9�(ar�L�F �►� \ �� /P,TD. , TC./t/ OF SAN BERNARDINO COUNTY MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING WARWICK COURT - CONSULTING CIVIL ENGINEERING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLOVERDALE COURT DRAWN AND LAND PLANNING SHEET 545N.Mountaln Ave.,Sults 105 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL MON'A'ECITO COURT N- O/VAL1. IN72F laG ;- STiPEETS, l�t/h/E/2E 7�E .S/DEL(/,QL1( /S AG�TACENT TO CU/PB, KEY MAP GF.B„ L• V UPLAND (7141 CALIFORNIA 91786 -2-5 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS M E A D O W C R E S T COURT THE //V.STALLA770/V OF 5T/PEET L/GA7 M,Q/LBOXES, 6777 EET 516N5 AND F//2E PHO (714 9R-2�►�+�f G PRO;IECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE IWZG94/VT5 .S�4LL BE LOC47EO ��1//VO TME s�nFWAL.K. CKECKED RCE. Nod¢ DRAWING N�. OF THE OWNER OR THE ENGINEER. BELVEDERE PLACE o � 1000 Soo �• TY DAYE FIDE NoAL-_P( 981 - 2/-S i r . + 1 + } - - - BENCH MARK : { : } - t J tL I I I L 4 7 IGOsovc } - - - - + + --+ - . - - - - - -- C•, - - - _ BENCH MARK NO. 96-B _ THE NWC OF HAVEN AVE. & 4_4U �- - � ` " 8 S! 0 19TH ST. , 44 FT. W. HAVEN R & 83 FT. N. 19TH ST. , SET y NT DRIVE PIN w/C. S . TAG IN TOP 1 { } f - -� - 1 70+ LOT t —+ - .� d ¢ �, 7�r, Y lt, ` 8 �rAT THE E END OF A HEAD WALL OR 3 24 CMP 1430. 686- CMP--ELEV. PL cuxte�; IT f- 1:� t 1 tV' i V 1 k 2 t tt t r - - �-- �, t t I r i r J+--' V I N - +-__ - - - - - �41 �o I " 1 1 1 - - - - =5 c — - - - - 1 L• } f t y N� , V 1 1 } I 1 !� t f 1 } + t ' f ; Ad 1 t f } } t t 1 - - - - - } { t t t t t + f t J/ - - - t . } } 1 } - t t t t t t } { 1 - r t + t I 1 -+ t } r - t t -4 - - - PROFILE - : � } - - - -- VERT. I •-4 - - - -t - } - ti , 24 +H 25 pea 27 28 29 30 3/ 32 33 34 c/r sro. o` s, ,VO. 6 t e 4 94.43 SPRC/C& AVr. y 2 ••otar�.ao NORFOLK OR. �. J V; ,?EMOy� A,t/D .QECOrt1PAc1 P0.2T/O ( I' 7�'MP OA' A7W G."4�cr�igL --V.=,4 c.c /�'=40 CH.4iVic/EL. AVI);Vi v'� I /"E.P Ti�P/2GT2� STAT i2/Gf/T-OF- ,C wb,Aek 066 93 f7141 it BAPuCE-4VE w,9 r. yArc,�r�o I I I Ma�NTA/,V `f� y� N N Ft/7uFiE /,yR� 1EN 7.3 'A/A/ 5• ' 4 �. ' Tji-) ��;`` v h'T. �j TAS �7C/4T/MPROI/ PSR 7R./2672 ¢i 6•NO 9 Oil/ yv A , i A D 62 �7 t�'F5. �¢S `` m 3 �G i Ex/37 /MPV. l°L`R Tfi• /2'J6.s LM ��c� "SH 7' 7 of 32, owG. No. e&4 C p C .3.2a ro .r E FV �. /� b, � � � b N r � 7 (7P. s3 ,� ' (yh\ l6cb' sfocn ¢3a�' ¢3a�' _.G � �y /j� �� 5¢.38• �qpp S'Tb!/y h I --- --- � � � !� 's l tis \ � ��tc) �' `y1 �• � . .: .. .3/' SHT. � �$3,�) ------------- A � � J \ • � �. (� 61' • •� � N � 3 3 N � /a 20' 20' /oI � � / ti � Q � 4 I 6 ter v o, 3 4 5 I 7 a 9 a V i 3•s' 30' I I ii 1 I � ��� ' �\ - ��• +�30 3 31 � /VO/ZFOLK �C7�¢ . IU�t/ri41 / �G� ALM A G , 7 - � � i 0 SPRUCE AVENUE $� DESCRIPTION of REVISION "� 1` GATE APPROVE CZIR Vr 011 T'4 -7-o 41V \ N ,,, CONSTRUCTION NOTES CITY of RANCHO CUCAMONGA d R L 7, 0,1 YL/GNT �� 0 ^ G. \y Ems^ EuT7�`R �— CONST. 4" A.C. OVER 4" AGGREGATE BASE. A 22°2/'3/11 /000.00' 370.23' /9765' CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 31.1. 0 � �}— '�'RAC�` NO, 12802 - 1 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. 0 22g'3011 /ov0ae' 43.49 2/75' ,,/ o• CONST. SPANDREL & CROSS GUTTER PER CITY STD. DWG. NO. 308 (X=3' ) • O • N SPRUCE AVE. G vE 5,�� a• t ' ,v (o �— CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . C Q4 5/ 0I /A'h�.0.'� Q3".72 2P032 REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. O /B"58'45" %49.00' ,320.65' 6 ' 6 ' STREET IMPROV- E ENTS PLANS INSTALL STREET LIGHTS , 9500 LUM. 0 p INSTALL REDWOOD HEADER (2"X6" ) . O 93 2? �� 35.00 -6,704'. 37•/3 �� {p �' !I• \ N y INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. F 92.29:3o _Vg,00 S6.,!'o �0 REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. OAPPROVED BY DATE /-A/-j79 luoQ y0000'00 " 35•o0 5.9.98 3s o0 �— CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. ° GTY ENGINEER RCE.No 23889 -- CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. OH 8rf 0.'3"s8 3.5.00 r/.g0 1 31.60 C (FOR W & V, SEE PLAN) . - DESIGN M OLE AND ASSOCIATES, INC. RECOMM NDED I 2q 5/ O/ /0.1Z.Od 9`f7 6O 227 37 + p 8 CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT `� R.TO. OF SAN BERNARDINO COUNTY GLti. t 1� >x PER STD. DWG. NO. 405 . iT� 95'5"/'01 .35��' 5855' 38.77 CONSULTING CIVIL ENGINEERING �1 DRAWN AND LAND PLANNING• SH-EET 549 N.Mounteln Ave.,Sulte toy GAB. UPLAND CALIFORNIA 91786 cc�c,�c. t�pt��ssx�nr ,c�le�r.��� PH a(714) -14G-094q �F'—`- NECKED "b' RCE. No Me —¢– DRAWING 110. �/� OA FILE No�67¢P .98/ BENCH MARK I ' 1 BENCHMARK RK N0. AT THE NWC OF HAVEN AVE. & i } - - – 19TH ST. , 44 FT. W. HAVEN - ; 83 FT. N. � 19TH ST. , SET DRIVE PIN W/C. S. TAG AD WTOP ALL AT THE E. END ♦ { 1 ; : � ; r � r � ; OF A HE FOR 3-24" CMP--ELEV. 1430. 686 ; 4 { } I _ } - - CF1�f-tLR P QF �'i SCJ C3 i - i - • - i Pe/91 F4iA 8 i 1 -!� i i 1 i 1�` t` th N i - I• 3 { N , 1 QQ e� � �/ !J e ; �. \J 1 1 • ♦ • ♦ ♦ ♦ ♦ ♦ , ♦ —� ���� a..•rte � -_ - __ - .... - _ _� _.. - _ __ - - �_. --.�_ , - ` 1 - : } •.1 Jam— : � 2 ; : --- - - - -- - - -- - - — - - -- - --- 1 r r , r , � ; , � t 1 1 - - - - - - , 1 , , r , , 1 I - - - - - 1 : ; lid _. _/ r.�t---�- L__ - --- - - -!-F•'i _ ;�Li -- --- i� - - - -- " - --- - -- - 1 � � 1 h : t i �• { , 1 r 1 , f'f(,1TUft' -fu t - - - - ,,,, 8 g ; _ = 1 i : / PRov ; • „ �' + � •rb ;,,_i.•i._.+- i-1�•- �- 1 � c4�R� F.4 c� -t- f � ! 1 4-4— - - + + - -+ - - G. s • d. ,4 v cE c B F.4r'E • 1 y14 t ; 1 t 1 1 , t " t + + + + � + fit + t7♦` .R ' -- + 1 � 1 1 1 1 . • ♦ . ♦ } i 1 + + } : } �6 i 1 ♦TP' t Y - 4 : 1 - i i - i ;'? to t Lam.✓r� 9d' V ; ; t 1 1 ; : Is T� ��y ; c- 4- -i—e— � t - - ' -- - - - - - 1 "7 tiro ,. o 1 1 / ; 1• 1 1 J `y\ /\\ ^ / 171y11 1i j ' ' r , . • , (��7 • / . ♦ ' ♦ ♦ ' - - - _.- 1 1 1 1 '1 1 ; 11 l 'V \I . , , r 1 r , : . • • ♦ {+' ' • �- - Y_A 1 / 1 • , • 1` \ O ' •. O ? ♦ r } 1 4 } 1 + O ♦ ♦ ♦ ♦ 1 -4 4 1 ♦ ♦ ♦ ♦ ♦ i / I PROFILE _ ' i t i i --� M_ � : � -� � 1 } } i + � + � � 1 1- i } : , } } -: : : : � � 1 : : � � : ; : 1 + # 1 1 i 1 1 } - -� - { - I } { } i i _ t } } i t } t t i { { 1 : _ + VERT. I -4 j Jt - -- fi 8 9 1 t O 1 2 � �¢ 5 6 7 � � �y CONSTRUCTION NOTES �?. a— CONST. 3" A. C. OVER 4" AGGREGATE BASE. aCONST. SIDEWALK PER CITY STD. D-KG. NO. 'S 310 & 311. �— CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. -�+ y'� �/ r'r• . CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . ���• t�) v �— REMOVF EXIST. REDW000 HEADER AND JOIN EXIST. PAVING. INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. a f/ INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 . �¢�-- CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. � � I���Ig�►E $ 2; �— CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 502. 0 (FOR W & V, SEE PLAN) . / • II ��_ c 16 . 01 /M h� 9& •o0 3 4 III III � , o � f,: •• � >> � / i �� 2-� 004 ,� oo I( I � IIS i v � � N � – h / ) �- / •r.c : . I 4� x'104 s�4 l *O " Z_{ '.7. L'j 1j1 �.. �� i r /� $ �SfN• 1-1 �. 2 ✓� lk T �, b `J � ��►�E� '. / �8 11 --� R C� � I I ` /7365-SEE o!✓G ��/ In _ I Nr78 e`p ce 60 btil �G. g//k/ ��Xn a"W S N? IRNN 6 DESCRIPTION of REVISION ' GATE APPROVE CITY Y o I f RANCHO CUCAMONGA UT i 8700' s ya'o�' iro 00 , sr. 00 ,TRACT NO. 12802 - 1 , 12802 -3 Ii� i�6S� 5 & TRACT NO. 12802 -4 syT , �• q� $ !4 20 1 � � TRAC NO \` !2802 - ! TRACT No. �1 /2802 ' 7 CURVE DATA II �► II � v � T MOUNTAIN VIEW DRIVE cgoo I aU tj 7 = = = = IMPROVEMENTS FROM SPRUCE AVE. o„ ; II II . . TO E LY TRACT BOUNDARY ° II 1l c A r— 26 00100 778• 353,OS 17-7,,G2' 26"00'00 sc�•oo' 363.0?J ' /�.�' APPROVED BY DATE/- /- L II � � 4 `J ' ' � a � a— �J°1¢'2l0" 822•°°' t76"�' /3�•�s' GTY ENGINEER RCE No 23889 86" /y' /3" 35•A'�' 52.73` 32.82' 2' 2' t2 II MA LE AND ASSOCIATES INC. �8 'l '} �I // // �— 86"55'/3 " 35.00' S3•/O' 33./7' DESIGN�� 0 SAN BERNARDINO COUNTY RE COMM `GN DE D 11 �� DRAWN CONS AND LAND PLANNING ULTING CIVIL ERINti SHEET E syE 2 MOUNTAIN ,(( VIEW DRIVE 549 N. Mountain Ave.,Suite los G•tR10IPF PL�tCE ,t Ucf1 /NGH^m COURT GF,B UPLAND N CAI -1111-G-09401ORN3 OF ; sw� stiT 9 /¢B/ 7 !•1ECKED RCE No "414 DR DRAWING N0. G'Ty OA E /I AE FILE NOM-5724c`--11 .98� Ls _ , . _ ♦ RK . v t T t BENCH MA : ; . , i /. =/ x: 26 : i : : i t + }• + } ; t t / i + t .�/.: , .� ' r l'• - -i - -B ; A4 + OF } .y ♦ 0 q } , _ v Q f 1 BENCH MARK NO 96 i ♦ t } { D AT THE NWC OF HAVEN AVE. & OPV O o - X11 ' - -- `l - - - � 1 -�—}--11 44 FT. W. HAVEN } i i -�. # 1 } d , h t ; i r t 19TH ST. , N j l j V � 1 H T. SET \9 �'►. i F N. 9T S 1 ; i � i � ; t & 83 T , { t 1 t } } r + \ j _ ti t (V \ j I t i t ; DRIVE PIN w/C. S. TAG IN TOP ; : 1 1 t : , 3 \ � - } 4 � - i -- � - , � �� -� \ � @� �' i � � t � � � { -� i � � � ' AT THE E END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430. 686 1 • p1 : 1 1 -�- : i i 1 i ; ITS 1 •`, t , ���� orb ,p/� 8Q + ,\+--- � \ � l ,♦ .•� : + , : `j � - - + - t +��- - - -� -� � 1 -� �- -{�J--1'+ + - ' �-�- : �G�c !:/'7. � G � t ; t , i � '+ � �• V i j f , I � 1 ; i i i ; We 7 1 N M : . . . . . . f f -4 4 .1 ! -�fe so i 1 f 1 i { i • • 1 1 4- + 4— +--t ­4 - tj jI - - Fwolm ,�9Ce i ; c /.pp1;� V.4R/.�iBCE' APB F.�1'CE' i i i 1 i �l i - - - i + + - 4- - + : i i ? (�iQAOE �G fS �. `V } 1 i 1 V ♦ i 1 t : (f,. 1 I \ r• 1 t + T / lv\ ` II j ; I 1 ; jr. a C tk o f j i + ! '' E i?� . a ir�� , Q t t 1 j Am = ; b . V ,� h. ,� t } , .-� \ +. t\ j S r/,�?8: p d j I ; �. : - i - L -- t - - 1 1 Q Q I : f } + : : . : \ �. O : 1) t \ ; # j i + t 7 t T f T ! • 4 ^—moi ---� - _ s- -\ \ ' `�. \ ' + f ; ! t 1 } - - i - - - - OL 1 i } T : t f - . . . t { Ll j ! ' PROFILE i i i i _ i i - ' `y i { -- - t`j{ iI 4y t - - T f HOR. I = 40 : } -} t + t I f t {1 . s 1 : RT 4 . 1 E ; 1 i j 14 /5 /� /7 � + CUAtY&' DATA T __ — I — _ ® 90°cam a►o35.x 34.08' 35.ori' - _ l�j ��' •Pcc /7,\ 01 w III 5d•04' 3G•O 8' �� to!• �//G°' � /� �� BG.23 � 2.•/ _ � \ �E'�7' GOADED Sf't/9LE PEEP Sr'QEET L♦ /%/ C (8�Gd�s \ \ \ s SECT-10AI S1.10W oI ON Sh�T. 4140 / CO 6¢°574� Sao.oe• 5�.�/ 318.3 i ' D l03°/2'39° 47a�' 'j?7.36' 294•/0' Vrt4 % foo?5 FAI�NA � 40 z No Pv& 640 .8p , 1� 57 i' _ r �� ��.Ql>'� �� 02 •• '� _ 2 _ 3 m 1`::: . ` s�` �/ \ A ` \ 39 1 Z 8�.6�� - 3►�•'r w �, ?D' 1 11 t 1 Rs , , `� p � 2 � 11 �T � ♦ i �� „ � �S GRAo ro D,e.Q/�v OAyG/GNT. �p }0 �� ADd/*17 0 Z,07- fJ � _ 1 MA•�, ,eEC�I:'-QTE.o ✓�'T,P�ETL/G.s/T.�'�,e�•'S�o g1 M�t6 BG � sT. cseQo�s av�o��T,�iv Yi�i•voeiY�' Q ,G� t a D ESC R IPTI O N o f REVISION DATE APPROVE MOUNTAIN VIEW DRIVE CITY of RANCHO CUCAMONGA TRACT NO. 12802 CONSTRUCTION NOTES MOUNTAIN VIEW DRIVE �- CONST. 3" A. C. OVER 4" AGGREGATE BASE. O — CONST. SIDEWALK PER CITY STD. DWG. NO'S. 310 & 311. IMPROVEMENTS FROM SPRUCE AVE. ®-- CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO.. 303. a-- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . TO E'LY TRACT BOUNDARY �- REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING. APPROVED BY �-- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. ICE o 3 88 9 �O -- INSTALL REDWOOD HEADER (21,x6l' ) . GTY ENGINEERZ Al ' RCE No 23889 O/ -- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. f�-- REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. DESIGN A LE AND ASSOCIATES, INC. RECOMMENDED ; CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT �Qf,� 0 SAN BERNARDINO COUNTY G PER STD. DWG. N0. 405 . CONSULTING CIVIL ENGINEERING ' DRAWN AND LAND PLANNING • SHEET 545 N.Mountain Ave.,Sults IQ5 L.Y UPLAND CALIFORNIA 91788 �_ OF 2 PHON�(714) 94<0-2949 RECKED RCE No �¢� DRAWING NO. G/r7' OA FILE No 98/ 82/-,$ • BENCH MARK : BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. 19TH ST. , 44 FT. W. t HAVEN G ' , OG• & 83 FT. N. t 19TH ST. , SET ' d DRIVE PIN W/C. S . TAG IN TOP - - - -- - AT THE E. END OF A HEAD WALL d ¢ d O �q FOR 3-24" CMP--ELEV. 1430 . 686 - UP 'L Q} N' o o /' Q e ly N t I Z7 a, t q I I - I'. I -�o 3 IQ T-1 i L I I - -- LJ I n1 -� o ��40.4-4' Af.or� a vP; r - - - - - - - - _ + t t - - _ - IA- Rw� N L 2 L 5 , . ; ; : ; 4 JIM 4 t x 1 1 T_ 4-_ 0*7 0 .- . t T i - - s } i # - - PROFILE VERT. 1"24' • 15 16 I7 /8 !9 O I 2 3 Z COON Tfi Y V/IEw DR /�,t' ,off 7R Ab / 802-/ � ��E-• ' I f iu J" 34 J Q z� s AVE IJV 1 , Ilia T � r _ '' �• o.o�0 7 •ao /�. I _I it f.5-G.170 ,OIEvC)N5r//R1= CA[!RT /NT. Jam' PRS 1C \ �'� / • 7 at-97.Q7 00uNYV/EN/ OR/Vc • 4 \ / /0 / 6D, T� _(0/72 �G2G 3 rG 63.28 G � TR 32 12 — 7� Dlo(off P 62.1'32 Z 6/7 I 'St 'J2 1 m.. No. / 2-2 �3%s 1� HI PO N r6°y3'ro rv- s7.a0 r� �� � hq, ` 29 I /e' /e' w 6 6 3.5 •. , 8 , I 6. \ � 130 O� I I� I� I Z E O �6b.037G D'p 57 28_TGf '� g k 3 �. _ N �' I - — — — 5m.t �J b�.mi� N ►� COUNTR �yV/ W OR 8 � } 2b 7A?10) \jJ> D /MP,Qd l7EME.t/7-� 5�7��. A6. /2802 2 88' ELM AVENUEk DESCRIPTIONof REVISION N PATE APPROVEDEVONSHIRE COURT A , (FUTtJRE) rRA� G>I�q/N CUMVE DATA CITY of RANCHO CUCAMONGA R - L T 'n �•oi'o2' s22oo �oo.e/' /64.7/' l"�. g J� CONSTRUCTION NOTES TRACT NO. 12802 - 1 _""0/'0z ' soo•oo' em• /.3 , /4a• /9' ¢� c � �� & TRACT Ca— 33'0/;02' 495.00' 285.25' 146.7/' (,� `�,Q k\b PJ ��(/� CONST. 3" A. C. OVER 4" AGGREGATE ADWGB NO. 'S 310 & 311. NO. 12802 -2 D 2c°s9 39" //2 .00 52.77 ?C.eB' �, ` �J �— CONST. SIDEWALK PER CIT S ELM AVE. lg°58'/5' �O. 00' S2. 2�' t6.28' � � ��J �— CONST. 8 CURB WITH 24 GUTTER PER CITY STD. DWG. N0. 303. F I-sc-8 /,5 2/8 . 00' a2. 82' /6 . 4g ' ` �'jy L �-- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MASS'. DEVONSHIRE COURT D�— INSTALL REDWOOD HEADER (21IX6" ) . a-- 09° 5/'5/" //.Z - 00 ' /9. 28 ' 9 G6' INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. APPROVED BYATE H /O¢•OG'97 5" 38.00 ' W7. 05' 46•74' �— CONST. BARRICADE PER CITY STD . DWG. NO. 40 4 AND TEMP. / 1-3I- �I�— �5'S/'02'r 3.5.4v" 58.55 387J' PAVEMENT PER STD. DWG. NO. 405 . CITY ENGINEER _4 - •RCE-No 23889 �--- CONST. CURB OUTLET PER CITY STD. DWG. NO. 506. (W=4 ' ) . / GGwSr 6°6ZIMC 11477V "'QX-vr-R vA72111- o/v Sloo_ . DESIGN MADMVE AND ASSOCIATES, INC. RECOMMENDED fc� OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SH-EET 545 N.MountmIn Ave.,Sults los Z.1i UPLAND CALIFORNIA 91788 5__ 0 F PHO (714) 94G-094q MEC KED RCE. No �¢ DRAW IN G N0. G/TY OA FILE No �=�'' 'S1 a } r e 1 - - BENCH MARK . L= g' - -- -- - - - 1 - - V• •I. t BENCH MARK NO. 96-B (j AT THE NWC OF HAVEN AVE. & i v - .V [. g 4/ - v 19TH ST. , 44 FT. W. 't HAVEN 1 & 83 FT. N. 4 19TH ST. , SET � � h ? DRIVE PIN W/C. S. TAG IN TOP , A 34 N ^ " AT THE E. END OF A HEAD WALL FOR 3-24 CMP--ELEV. 1430. 686 Ll } 1 � O, l9 N � •� \ ' I w �. O O • Ni t i Itt�IG l tJ I I bE _ C w c/ E R s1 /oo. - - ; IcaS510,VX Iran =! -I� 5 o • � - � -�- • i ; le< it 8 � t I , O o t G 0, � Zoe - - � u = •/ = /' �i ; IZ z $ ��"� ` � \ 7L a J ' E / R _ I I I I f i ` f a - - - - � i , , I , ID 7AN. t + N ` 2¢� `•=' - N: 1 `.l� 1 T _ I i i t t N , , �i r i i 1 --i — -- c, ? t � PROFILE i V•4R/ eL ! OR. 1 - 40 H - f f ! VERT. 1 =4 O / 2 SPRUCE AVE, CARDm-,= ,oL, SEE s/�6Ef 7R. "O. / 2 S O 2 - / aE6 alECT 7 • 4 �' I Avo 61% P- Z QA/rV 23' 5NT 20 z8 � o N � so o s our h' `� II i�l tl OL ��� I � � � \fir-' G3•�7% — �� I � I �''+` .7" BUCK/1/Gf/AM GT SEE Sl/EET B � /4 ¢ G' /Vs'l•25'/2"fit/ _ I It�l I 23, I II I FS �her'c CARD/PF I 'e- 'g6020-4 s -�' R. N SEE sw�ET 7 TR. A/O. 1200e - 1 i I T R. NO. / 2 d O 2 - 3 I III a �' I S I I I /D /1 /2 /3 4 3 u I ,�1� III a I i /s /4 / I W I �� i I II �• I I �' 3 `,\ II I�I I II��. olrl) I� ,•v I �� /a /e' I W '� �i31 O'� 0't► r I DE 0 '�' IOI II II I ZI / I II �, fob I r dl`ti 8 K� II I 1I PL• AVE �^ ! 3-z moo, �' - �' �.a� �, .G3' �ri-/4 /4.1P �.�r 4a v' . :: : - I' I SEE SN�'E'T' 2 • s�E 7 �z-rr 4 A9•/ATG ,�' 69..�s�. j0.3�� B C 7/38/� ►NB¢"�'42~E I �G79-N®J4345 _ �� s _�. � �,�, _ a -..�� '� - � 81 2, NORFOLK DRIVE 1` ` 1 90•� 3 �I I 1 I �377G D - — �$ ���� �Ory`!504"o N 1o�95ild' W GJ�7� 2_ ' I II 30•x' 45.0 ' 40.00' 40•Gt7' ao•00' - 'QG.00_ Qlj.Ao - 40.00__ QI.99' 2o•O�' - 4(o•Gb' - - 4Q_00' - _---- I i , g a II I I DESCRIPTION of REVISION DATE APPROVE • D 5 �. / CITY of RANCHO Io HO /7 /G a a 2/ 24 l�• � /7 1 III II 1 ! CUCAMONGA 2 T 2 � 8 �-r s� DATA� � W .� CU,w�' Q Q TRACT NO. 12802 - 1 CARD/FP p�L. � � � �.� � op `� �Lf/EDIERE sem. v, o R L T TRACT NO. 12802-3 b ^ Q °oo �. 2 '00' 424/' 27'�' & TRACT NO. 12802 -4 I! 1. B 5'/9'3'1" 2000.00 /85.0/' 93.02' DRIVEWEYBRIDGE � o H ti N WEYBRIDGE DRIVE /ea.2e 2 e k � O 5 9 TE CONSTRUCTIONNO S �, x 20, ,�, , ,. g3. 01�F0LK DRIVE D 5 /� 93 8 � 58 8� �� APPROVED BY DATE '@---CONST. 3" A. C. OVER 4" AGGREGATE BASE. I O-- CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. ¢a---CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. GTY ENGIN `� RCE No 238e9 i CONST. SPANDREL & CROSS GUTTER PER CITY STD . DWG. NO. 308 (X=3 ) . DESIGN M OLE AND ASSOCIATES, INC. RECOMM NDED OF SAN BERNARDINO COUNTY INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. cT.G"./V. ,4 �J --INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. CONSULTING CIVIL ENGINEERING �--INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. _ DRAWN AND LAND PLANNING - SHEET 545 N. Mountain Ave.,Suite los Go�vsr. 6'Gulra /1'/n/ 2t" d/liC' mit L7E7A/L ONSET. /v0, /. Gf�B. UPLAND CALIFORNIA 91786 (O 8/ PHON9(714) -I4r-2949 �F NECKED RCE No Xe* pRAwINet N0. !./TY OA FILE No�6 .�8� - - - - - A /AQLE' f RB-+ j-4 FA E v - BENCH MARK : - _ 50' v Rz = / 5 - - - - - - '- BENCH MARK NO. 96-B 42' AT THE NWC OF HAVEN AVE. & L / 96 2 4 .6 V O 19TH ST. , 44 FT. W. HAVEN } 6P�, & 83 FT. N. 19TH ST. , SET 16 DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL - 2 �i { FOR 3-24" CMP--ELEV. 1430.686 4 d 0 Ulf'J, -Tc 0 W� AIM F je,4.V.51-rlaAls wo-,, t J t i f L9 U - 4- 19� - -� } i �,J � �` � N Z l9 2• o , { { { r ; ^ �i - - - - - 1 ° �' 1 h 44144 NOD- L / 7' d t9 ° i O N o. o •. N ; `` i t i 4 - -1- 7f!Fi • 4:01 ry 41 1 t i 2• { - - 1 t I ! 1 s�/ } PROFILE } } i HOR. t"= 40' I I - J-1 17H VERT_ IN=4' t 0 ! 2 3 4 5 6 7 CuavE DATA T R . /V D . 12802 - 1 A R L 7- 17 • �` O 17'25'02' 5400' 04-cor 43.27' IVORP401-K JOR. 8 25 •07 . 4O 28 3'34 /3�J.59 bl.l7 `tel; , Q50" 76B•Ob' 295.72' /4G•(e0' r. O 30 I a0 23'52'35" /DO•A�' 41.&71 2I•I4' VTALC /'r--4D' O /5°20'X0" 7✓oO.Lb' QGt�.J2' /Ol.!)G' �.¢ M 3 it 2 ' / ' 750.&10 _3251 J G5 Q4 ti n I 5 � II� �h I 'p � � � � � v v� d � W Q 'e�9'o�•• 2�a-�' 4G.4/' s�a�' srb,PM � E syr/7 � +� ' o h a l n -, K ( V_ J O 88 6 2700 41,07' .0 7, 4 '�• -- �. k 4 i. O G 07'39H 7_42 001 7,0.28' sip � � 1�.. • \ � 3 '� � � K $7•/5'/9" ?7G0' 42.Ai' 26.65. 07#501-40# ?7.,70/ ' 4/,24 Q5•a'S O O .. 23.7 .2. O U �5•n rd L e , i O 3 (/� O �. 5 2 >Gt 457t G. 27 G� 4'J.7'S 2B•85 f O - a 3 � 2 6f - • O •/x'27" //2•M' /.49' 74111 J _�7z �l G� 6 _ ,m O 2/ 4 20.98 cp 4 a �' It (P •4 'I.12 a o G9, 7t- 7V. 6 7V. 7' ��'N �•2 r `C Ali•15'40^' ?74.77' 74041 5111 8' ii •• O 2 7, I Z �1 n ; M I - "` N �� ,� Q O 2 Zo 05 752.co 27 83 I $ � `, � • g� Ids / � � � W 4� I � � M vi ti � � I I .I . � � �n �\ . / ��to4 , � W�,� �•� � S � �\ II � ���I .i a � G , � � /g � � I • 114 � �� II � � �; 1n /3 v 3 2/ -__��.o,'�' � � � ' ems' I I I � n II � � �' I I�� � r• � � J a�E- � g � • •• � � v I a o � 5 �(1 "'I 8 '� II O V Mme' J9 0,8� �sZ 2 A 58577 _y � ..'•/� � 2 I�, � o I ?3' ?J, I �S� l ` �, D �� :.: a 2 �' I I v j$E!r gt16ET 0 SE6 .3r4/6E'7'6 ' COUN7WV1.--W DEQ, � " MEY9R/DICE DR DESCRIPTION of REVISION DATE aPP Z 0 E ROVE cn CITY of RANCHO CUCAMONGA 2G z� TRACT NO. 12802 - 1 3 NOTES- CARDIFF PLACE CONSTRUCTION NOTES CONST. 3" A.C. OVER 4" AGGREGATE BASE. � CARDIFF PLACE O CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. CONST. a" CURB WITH 24" GUTTER PER CITY STD. DWG. N0. 303. a CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3' ) . APPROVED BY ATE/— @--CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. GTY ENGINEE RCE.No 23889 �-INSTALL STREET SIGN PER CITY STD. DWG.- NO. 401. DESIGN M OLE AND ASSOCIATES, INC. RE COMM LADED ®--- CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. LA0. 5I8. R�T,o,,/�v F SAN BERNARDINO COUNTY ` ©-- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO, 504. CONSULTING CIVIL ENGINEERING (FOR W & V, SEE PLAN) . DRAWN 545 NAND LAND PLAAve. SuNGite lOs SHEET /� -- Gd1ti3T //.e'4 /V/T/Yt4"6 tfL7t G dV Jt1C 'T/VO. 1 �' L'V, G,4"B UPLAND PHONDRA)I CALIFORNIA 91786 OF 94G HECKED �''�- RCE No 44014 DRAWING N0. G/rY DAYE FILE Nom 98/ wi 40'V.C. R�o7 ; - - - i BENCH MARK : QQ BENCH MARK NO. 96-B i AT THE NWC OF HAVEN AVE. & - 11 - - - 1 V _ $ G`� I - -�- 19TH ST. , 44 FT. W. f- HAVEN j } t t4 N M N 1� �1 & 83 FT. N. 7t 19TH ST. , SET DRIVE PIN w/C. . LL } 1 ATTHE E. S TAG I N TOP O CMP--ELEV. E AD ELEVF A H1430A686 t L` Q*' Q�1 �I '� �o W - ^ I ��l 1 FOR 3-24 1 ? 1 1 r v i o 0� i • : -- Pt =� ° eId - - - { i } i r Q 1 1 i -�- \ wooh 1 1 1 1 I 1 f 1 00 - r - - LJ + t t i 1 L Q I •. i vd0, i 48-152 y LuRB FACE S -- - - - - - = - - - - i �=53./0' I 8 ti 1 ! ^' ° - - - t t k 377 G4 ./ ¢ t r } o v V 4 � t ? + - o 1 - � - �� �' -- d IN � ,,,V1 Q �,v (�, �• ' • � _ � - 1 -- { / 1 1 I � X26 2 � � '3 - -+-� -- � 1 - � p f\ �Q .. '•N h .— �_ � dop- WOOP - 0.1 r 41 1 1 1 1 • I(1 0 1 � 1 r r r 11 . 11 - i _� � - _ N � �; � � kl t � � � , o•y! : : ' I1 L=Imo! ; j t � r iLE i - - -� 1 - i . t } - 1 1 1 I \ 4 + 1 , } 1 • 1 1 1 1 1 1 1 + y , y 1 1 r {`{ I ' 1 1 O• 1 1 1 1 : 1 • 1 1 ' _ _ _ -. _ _t - _� __ } ♦ _ __ _ -_ _ _ _ �._. _.� -- _ -. ♦ _ - - _ - ___ __ r _ - _ y __ �__}_ ♦ _ - __ _ -y_-� - - _ } ! t I t } T R "- 4 - - f - -� �- i t -- t + r - fi -� -- 1 1 1 ! 1 I VERT. l =4 1 1 1 1 1 t i I O ! Q 3 4 Q rR A& r18o2-2 � � � � � �x 11 � a CO!l rxoyV1'r V DR. IVEYaklll6E' DR. � Nj I z3' rel ar,J �r /e' �� r0 ►�i\ 3 A� �I � F� •� /a' ,• , �; * I tin A II o�c I� Q 11 I - o �� r o ,�' A .o I � k � x r ^ D ri �z r3 II SII I v /o t ,� i II I o o _.-�4 ; Tom./SAE-oh _Jm prirl A 1 4 e G P1?oP. SToPM� GlPA/rt/ G �� 56 sHr, 2/ M°ars Toi/ate � �r�. I S �. — / - gTc � � 4?� 6/.05 6 arc. •!',5� to !��' (� (� —— � �'' l� LJ tv N81'� '55" "� 4 �4 0 �� \` -O �/s• �, �� Ll 83 4 /00'— - 4100 vsz 4� T�X20 �� 3 1 8 0� --- �°OP, s"relw V Na �4 d 1�, ¢9Z� ,- w `� 7 Sh/T " �, . s r7 Q tG 2i e4' ts If v k l* 1 °I OPI CURi/E Q4 TA ' �+ A M. Ab. DESCRIPTION of REVISION Ze7e' GATE JAPPROVE M h n � 8000'34" 2700" 3777' 2?72- CITY of RANCHO CUCAMONGA 6e706;" 6.2d' 4./4' B ELVEDERE _ - PLACE o 0'34'2' 78700' 76e' 3.04. CONSTRUCTION NOTES 0 j'5� 48" 607 " sG.2�' TRACT NO. 12802 -2 O /0'47 49 ' 600.00' /50 7G' 75('00' & TRACT N O o 12802 -4 �- CONST. 3" A. C. OVER 4" AGGREGATE BASE. G 6'o/'s8" Q/6.0 " //4.G8x7.44' BELVEDERE PLACE CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. CONST. 8" CURB WITH 24" QUTTER PER CITY STD. DWG. NO. 303. 54.7/' �— CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3' ) . / Do'000o9'700' 4e.41' 27.6-W' ��- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 .. 1plow OG` e700' 4G.54' 3/48' APPROVED 8Y DATE/-3t-X — INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. �— INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. IA< B2'so'07'" 2700' ov.04' ?3 e2 ' GTY ENGINEER RCE.No 23889 �— INSTALL TRAFFIC STOW SIGN PER CITY STD. DWG. NO. 402. �-- CONST. LOCAL DEPRESSION, L O3'oe?3 2700' ¢3e� 2e.s? CASE B PER CITY STD. DWG. No. SIB. Q DESIGN MADMLE AND ASSOCIATES, INC. RECOMMENDED �--- CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. O 0a'S/�7' 2700 ' 40.03" 005x' /(?.T.O. OF SAN BERNARDINO COUNTY /gyp CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. CONSULTING CIVIL ENGINEERING .(FOR W & V, SEE PLAN) . N /5 /4.75 ' DRAW N AND LAND PLANNING SH-EET i 4. 549 N. Mountain Ave.,Sults 105 �Gt7 G !o ,?.27 �---- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. O ,dS°co � 3B ¢ 4 Z.k1 UPLAND CALIFORNIA91786 V OF2_5 (FOR W & V, SEE PLAN) . PUON (714) 946- 2-t4q 2( CONST. G"'CU.rB W/t4��GU7'TER /�-it' DETA/L ON SHEET �. ��K� R G E No �¢� DRAWING NO. OAT FILE No/� j i t BENCH MARK : A6E - - { _ 1 , 1 BENCH MARK N0. 96-B 1 i AT THE NWC OF HAVEN AVE. � F E C RB i 3D VC 1 i - i i _ 1 i 1 1 H 44 HAVEN � � 1 T T. FT. W. { � 9 S i i _ & 83 FT. N. 19TH ST. SET t' �b > , , � � 1_ + 1 + � �- �- � �- - 1 - : ? - . - �>� �2 B 1 DRIVE PIN w/C.S TAG IN TOP AT THE E. END OF A HEAD WALL r " C C' _ O, - - 86 i FOR 3 24 CMP ELEV. 1430 6 O - or, 3 3t � 1 , - - - - - -- - - - - - - - -4151 -c/ 4 46 4M.Wyl �., mac. : - �.�'L/i�B' � 1 iC�/R,B } } t ►/,RI.�l21�A4y + N+ 4 1 1 1 - - - - 1 1 } i N 1 i i • i r , 1 t ; < D i �i 1 , . 1 41 -js' _POO L t T vlel 1 - + 1 _ I } r , i 44 - Ae L i� . -T t - -- - A ' r 1 . i L r t4 4 ov VAR• 4 � -� � � ��.� , _�0892� � - - � -�� _+. SJI5 t • + - - - - - PRaFILE _ - - VERT. 1 =4. -�- - - t - 4 i � t i : i r f Q t . �re�o6E aa. leery i s•�.i I c' s'Pii�; T �P. At O. 12802 - 4 7- 9X o 3e��r'.vs T j I +c $ v u A /i t2' 02' �� o of r. k �, 0 t * sc � s .E � a ,�'o'•c� '�'E f „ aG.00'_ ao e3. - T3' Ilk Qi /B•� - ' H — 1 c. I� I I I I r °�►h1 1 a ° ° �'��• r I i !! �� I - �, 1 2 �'�' .s �� ` �� ,,,,� 00, My jrT / Y8• _'_ - 40.- ' 40.00 _"G.Qo� 4s.�2, ,��1e�. � III I I % � � �� •�� � �'� ���� � � M v � \B i r.l�v�' � �� IR N h T 6 PL s' ' HASTINGS COURT DESCRIPTION of REVISION DATE APPROVE BUCKINGHAM COUR cuRV� DATA CITY o I f RANCHO CUCAMONGA a R I L T TRACT NO. 12802 -3 0 7°/e'-Aeo" a/e.00' .IV' TRACT NO. 12802-4 CONSTRUCTION NOTES ® /0"3o'/a" //Qzv' IV. /0.30' ®-- CONST. 3" A.C. OVER 4- AGGREGATE BASE. 38r-001 2?.3f' ///G' BUCKINGHAM COURT a-- CONST. SIDEWALK PER CITY STD. DWG. NO. IS 310 & 311. 0 400.00' 1.96.6!9' 410:56, CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. .NO. 303. O 22'3732" /12.00' 4141.27' P2,aQ' H STINGS COURT a- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. �-- CONST UNDt`R 9l`C7F AL1( rWA�N PER G'1TY c7r. DWG. No. sol. Q /c� 3s'Ses" 3g.or, Gam.3�s' 419./G' APPROVED BY DATE t Cous7. 6"CV99 WITH 24" GUTTER PER DETAIL oN BHT. I Q3°'g'23" /'?'�' 4s. - 23•/0' CJ T Y E N G'N E E , ` 44F4RCE No 23889 DESIGN -MtWOLE AND ASSOCIATES, INC. RECOMMEN ED lO /03°54'¢7_s" 3900' 68.92' JCA/ OF SAN BERNARDINO COUNTY [� CONSULTING CIVIL ENGINEERING �d c�J /S/3/S6" f2o�98' //3•'s/' S7�' DRAWN AND LAND PLANNING SHEET 545 N. Mountain Ave.,Suite I05 ,T�Al UPLAND CALIFORNIA 91786 PNONe(714) q4� -2'14"1 of � NECKED #4& RCE N0 ¢B/� DRAWING N0. G/TY DA 115 FILE No s i i J. 4/8T ; I ; , BENCH MARK : t ; ` 'or `j BENCH MARK NO. 96-B - 2 /?�=l2/r3 -+ i I 2 (( ; ; 1 �• ; : AT THE NWC OF HAVEN tVE. & V -4� 19TH ST. , 44 FT. W. HAVEN : 2 iV ,, O4 : : 1 ; t 1 V ; .V : , - fi & 83 FT. N. 19TH ST. , SET �.� } DRIVE PIN W/C. S. TAG IN TOP AT THE E. END OF A HEAD WALL v: ICY/L 2 ,� V• p I V 1� �F Ni t - + - G .eo}s3 3S• 4 FOR 3-24 CMP--ELEV. 1430. 686 ies w IV - �� 14 tf . t 1 : t / -- - - - ' ; 1 ' 1 t 1 ♦ ; •' ��• � � i i V � , ' , � 1 ,I1 4 1 i ♦GV/'D t ; ] ' � 1 ♦ VVV ;1 V .) t-— • 1 1 1 O' 1 1 1` U t KA Am & I-t 1 ♦ f ; Ord } 4—L lit Nit 1.0 D.G• � v p � V c � P � 5• c• W� � 1 ap v � 4 i 1 f :SLY• ^ ` - � 0 17 t—t { Ilk1 F I i ♦ : t ( 1 1 J_ I ti I - PROFILE z -� - - HOR. 1"= 40' VERT. N t t } t =4 i � / _ 2 9 4 5 G 7 8 9 /O C UR VE' 0474 CC/Aw VE- OA74 (cow'r) D R L T p �2 L T A 70°00'10'• 27:00' Q2.t/' 27.00' 84.47'03" ?7.00' 39.9f' 24.G0' w 2 O � G1 � V 8 01 o Q` r 06'/3'.'3/" 07001 40.03' 25•�B' ty G PS'09'2!f" 450.019' /9758' /00.4/' M eSw34'�O" ri 2700' 40.33' 24•x' (� S� �' tet' Z Z� � v IV Q 4''39'58"' 4r�0.00' 30.0'3' /6 39' 81.20'vB" 2760' 38.33' 03.20' O 3S-05'40^ 450.00' 275.(.3' /42.27' 00 /4°24'20" 33o.O14' - !D -- t2-'J3' S•73• - - O 43'2A'/3" 332.D0' 23/•85' /32 3!o O 09'27'23" 500,00 p n ✓ 7� 6 2'0'40'02' 008.00' /S2.CJ/' 77./O' Q 48'2/'44" .3S0.4i0' 270.9J' O O ¢04.00' /rt.771 Co/23' �fCdG6 ,•'=QOM , ((� s Atik p Q 23°/� !� ¢�2•� /74.B2 88.62 • '/a" .3`9.00' 49.e3' f4.s5� v Q >• 3GL1�El�E�PE PL'. g v { 40.io TR. /V O . i2eo2 - / T ,e . nr O / 2802 - 2 v � � 3 21 . CARD/F� PL. ------ `F. iVl tr J 8 u 3,/ � I 20 ! 2 3 8 a Q 1 23' ?3' I �' �� S 4 7 N inl V II I q IIj N t I� � I � j � - � �� • � � � � � hLi 1 �� IJ 31 uQV � .� � :: ` L moi, � -02� ���'� n �: \ ; 116 ? Tib moo. /e e,. 7 fr / - 7�' �// o 1 GO Ig it �. _ y, ,y �-�'� 3 3 �� - -3/ - -o.on,- - -�3-�, - --s6-�, - �.oo' - 4/•oo' - s.ae% - .ae-- ai cb% Joae' �77 - - V' C I C sa o II i moi" ,` :gin � �- I �0�- �p K- \$ mi N �C CGYJJv7�y'V/� �'Q ' . -_ _ � - � -1L - Z _ -� �vee•os'o5"�- 6 _ y, G�¢ � � , �oi p�adAO cq,Qo/�� PL Ib i 62. / � 6 � ,? S. �p 6Sn �8 •oi o - 5+ & yf1 J (i ' 1� 42.a/ 43.or� 46.00' 43.00'- - -43'x'_ 4 Y1 T'6�0' - 40.00' --�.�' - ��-- - 4C�oo' 20.28' (� Fh ��j 2 V ��►� 'AV A'/ 1 �� ��sroetiJ 3 2f a� ► I 1 a N N 1- 11 A I --? --- ( A /A/-615,5r -wry �I 1 1 hh I a t I ' a 1 I I as g,m V t I ^ N �S+ I II I Q S)II I . 14 1� ei l� Admoted !et [lees j 1.ot s..inb«s !br Tror/s /2002 //2dOt-6 1 v O Z e ornendcd Telef ~,vo lwomled street/: ifs, x 24 2 t2 a 38 37 I , 28 27 2G 2!S 24 v �`� ,� DESCRIPTION of REVISION 0JG /4' /e' s' 23 \ I II II I 4a \ DATE APPROVE • 3�S s/,/�9'T 7 � r � SES' �Nercr 5 8 11 - 1b Sri sir g _ • �u OE-t/oit/S/� PE c'T. Q�'Ll/EDERE fes. CITY of RANCHO CUCAMONGA CARO/XP q TRACT NO. 12802 - 1 TRACT NO. 12802 -2 CONSTRUCTION NOTES TRACT NO. 128025 & 12802 -6 DRIVE �— CONST. I A♦ C- OVER I AGGREGATE BASECOUNTRYVIEWa —CONST. SIDEWALK PER CITY STD. DWG. NO'S. 310 & 311 . COUNTRYVI W DRIVE CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303.. �-- CONST. HANDICAP PIMP PER CITY STD. DWG. NO. 310. APPROVED BY INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. CITY ENGWEE -g RCE.No 23869 �/ -- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 . - CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO.. 5I.8. DESIGN MA LE AND ASSOCIATES, INC. RECOMM NDED �-- CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. �ST,p OF SAN BERNARDINO COUNTY �� 14 �- CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. - CONSULTING CIVIL ENGINEERING (FOR W & V, SEE PLAN) . , DRAWN AND LAND PLANNING• SHEET e---- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO., 504. 545 N.Mountain Ave.,Suits lob L UPHONI'(7LAND A)1 °1461 2949 (FOR W & V, SEE PLAN) . A 91786D OF-2--5 ,� HEC KED RCE. No /¢ DRAWING NO. 7 �— CONST. !o CURB w�� 6U7'TER PET DET,4/L OA/ SHEET � G�7y 9S� DA E K' FILE No 82�-s - BENCH MARK : D• BENCH MARK NO. 96-B t �j O O'G• 1tvN AT THE NWC OF HAVEN tAVE. & -- - 19TH ST. , 44 FT. W. E HAVEN Q v �. _ & 83 FT. N. 1 19TH ST. , SET J Oo DRIVE PIN W/C. S. TAG IN TOP AT THE E. END OF A HEAD WALL dti O N n' G A FOR 3-24" CMP--ELEV. 1430. 686 a140 1 � 1 NJ /Vf. 0• - - " - a � > -�ge - a Q -- - 1 T V TT 1 f 1 ; ` N c 1 ; Q - - - - - . 1 1 1 T t t -} - �19 � \�' — 4 1 -_ -_ I f - _ 1 4 4�0�t E� 1 -t - 1 ♦ ♦ } ♦ ♦ } ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ t ♦ ♦ } } 1 • 1 1 � 11 1 11 i • • • 1 • ; i ; iii . D.G. I = 1 I 1• i � 1 c -� ` , c 1 1 I �- 00 0 - PROFILE 1 ' - - - HOR. I"= 40' I 1 I t 1 • 1 -- 1 VERT. I„=4� - - ; 1 1 1 t l 1 1 — �� /2 /3 /4 /5 /G /7 /a p rAr. iv o. / 2ao2 - c A CZI VE DATA u IrwArAlA mw FL L1 R L T sem sw�•r /� `. lei / , O 3°/10'50" 31.Q.�' 21.07' /D•54' 2 3 ' I s �' ! , -�' n 0 9'�'Qo 3.50•oo' Go.oo' ao.o7' h I 1 Hh „ b1 Q3' Q3 I 8 , �p �� /L /� CO 7.3x'49" .9150. 4G.�' 2a.o3' /7'2/'Ov" j3o.ae' /c�.a0' 53.4/' N a !� v �o i - -- 16 p a V O / 2/ o� 332•�' /OGZ 0 01� �.tg. ZI -- b q�' o- --- - -- ----- \ ti O 90'00'00" 2�ce' •�.a/' 27G2�' ° _ ,oz' 3'3-00•– N 72°oe*'zo" 27.00 4A oo' ^� O t h7 �� � s \ �l �'4 — jO B7•�S3 40^ 27.01'x' 41.4e' 2G.03' 1�•� —/VGb'Gt�G�•E' —— 2 '� _ _ 1 � ,p y .3°30'24" Q4B?•00' /S/•�/' 73•Jg' I � bq�S �� � .fT'� 3 fl I x /53.0/' F ? ! .7 �� 7 P?�t�.ct�� 7G.03' A _95_ Qo9" 4�� 2.,--2 3s y 10�� 7708 . � -� 9 - __ 33_00___ MO os9'/�" 3�a•a�' G.3s 3./7 i e� 3 2B � I I �?' .11 I 1 I r 3j 30 2'9 � q I . � II '� /G l5 /4 '* � I I l I r s� GT Q ME•4w;vcREST cr M&0� h � ` q i��vgfed /of lines f /of 17amber� <oi Ti4r1�s /ZBoL ,fir/ZB��G /1842-G er slrre�idl�d jrorj Mo me-16ewled Sh'eCf/! lits rill D ESC R IPTI O N o f REVISION DATE APPROVE COUNTRYVIEW CONSTRUCTION NOTES DRIVE CITY of RANCHO CUCAMONGA �— CONST. 3" A. C. OVER 4" AGGREGATE BASE. �-- CONST. SIDEWALK PER CITY STD. DWG. NO. 'S. 310 & 311. TRACT N0. 12802-6 CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. �----- CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . ®— INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. �f -- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. COUNTRYVIEW DRIVE CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. �--- CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504, (FOR W & V, SEE PLAN) . �— CONST. , BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT APPROVED BY DATE/.JV.96 PER STD. DWG. NO. 405 . GTY ENGINEE RCE.No 23889 21 COIV5r �1 e'61PB w/2¢'/GUTTER PER DE7W1l_ DSV SAW7 ,E DESIGN M LE AND ASSOCIATES, INC. RECOMMENDED OF SAN BERNARDINO COUNTY A. CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 545 N.Mountain Ave.,Suite los L✓. UPLAND CALIFORNIA 91786 of P N�(714) 9,4G-20149 HEC KE D RCE No /'¢/ DRAW IN G NO. G1Ty OA E 0 n Yt FILE N04M 98/ 821-5 - -- — - o �� � . - BENCHMARK :_ -_ - ' ' BENCH MARK NO. 96-B z 3' G 2 o. G a AT THE NWC OF HAVEN tVE. & r/ 19TH ST. , 44 FT. W. HAVEN V & 83 FT. N. + 19TH ST. , SET DRIVE PIN W/C. S. TAG IN TOP 16-- W AT THE E. END OF A HEAD WALL G 74 -74 4 c. 8 0 FOR 3-24" CMP--ELEV. 1430. 686 Aq O . o Q � e N + - - - - - - MP-0/7- - 'L 5 - - 2 — V. 1 - - o =� - - - - - - rl Ls' -/ s. Id -- - - - - 3 v = 38 69 VZ/d V0 I co 0 0 0 CA t t 2 G. ;D c1c. •oc, G• t,� 'y = 7 'moi ¢ G a L S V OC - o I �r r4 p� OG' 1 a i e AI r t i t c PROF{LE, j 1 VERT. O ! 2 3 4 O ! 2 r 1 S,NE� { )LJ G i he' all10 -4 Ar lot 7. ,e Rf� 8 `off ��°Qo' otoo.00�lt�et(3LE7bN crtr. I �. /NT. t CouNTRY✓/eWDR• 1 I .c Baia :Grob s''s'T- F a /5 2 i iJPO� I I G721� �� S'7a.Piy 55 7 - 8 '`5'i �� � I I• P �►. �� • �'e� `J . kk � � o� DP,4/N- SEE-SX/T/g I � 1 =� O �sf,.E J ! , II (/� s 39.22 ? B �....n �p�l g Moc. 7 Im I I / _ — - - ¢� v/� 90987 tv III ,� o'P I I �r �` ,•.,. �c'�C / � k8 `o aos F ^ �d � �I \ •s�� ; / / b '� / c�i ! l ni x,20 37� i��,� \ � .• � b� c1r N / 41 �� /� �✓ 8 �00j rc ti O 21 .w O - ' � .s ,o CO 6 �� N eb .7/ `oma 9 �j n .1. r.4y 7 ? %2590-S 'O'�• ���� 27. x, CONSTRUCTION NOTES CARVE DATA : � �N 1 K V $� ©---CONST. 3" A. C. OVER 4" AGGREGATE BASE. DESCRIPTION of REVISION CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. GATE APPROVE A /8'So'S/" z/9•oo' 7/.7/ J6•/a' � �' /2802-''r el ♦� CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. Z,3 INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. CITY of RANCHO CUCAMONGA (3 23 2r'-w• eoo-oo' a/.723' 4/ •47' �— CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. WIMBLETON COURY C 34°�'`t3" 019 -8/1 57.7'9' 29.8/' CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. D //g° 22 '13" E7 ,00' 63.9b' 4/•67' �-- CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. No. 502 . TRACT NO. 12802 - 5 o--85. 25' /4' 57, 00' $¢.98' 52.62' IFOR W & V, SEE PLAN) P //3. O/' �' x•04' //g g2 ' 97.68' CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. G ao.,r'/Q' /02.00' 54.57' e7•y6' (FOR W & V, SEE PLAN) . WARWICK COURT H �l4o'03's/" 3B•Gam' J2.87' /�•57' WARWICK COURT �--C,995T UUDE2 610EWALK P12AIN PER Cl7'Y 57V. DWG: IIIc. 50'7. I ZO-- 3/a .33'/3• .1:0.00 , 27.54, 14•/3 , f � ---— CONsT 6 ARB lvlTH 24"Gc/7'7'E�P 1�7� DETA/L ON SNT. I• W I M B L E T O N COURT J�- 25' 03'.�B� 215.50' 9`2.`73' 47. 22' i o-- ems' '6" .x•00' 70./6' -W Z?' A..AAPPROVED 8Y It/ A TE / 3iti�� Jre, 60,10' 36•¢7' _ CITY ENGINEERr:? RCE.No 23889 DESIGN MAD E AND ASSOCIATES, INC. RECOMME DED OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 545 N.Mountain Ave.,Suite lob /� L. V UPLAND CALIFORNIA 91786 OF PH N� 14) quo-e949 HECKEO RCE. No � ellf DRAWING NO. G�»' OA /9 FILE No -�f2 �8/ LA BENCH MARK : BENCH MARK NO. 96-B AT THE NWC OF HAVEN �VE. & c• c. / = 19TH ST. , 44 FT. W. HAVEN &W4 G DRIVEFT. PINNw/ . S9TTAGTIN TOP \ o ' "/ AT THE E. END OF A HEAD WALL IN I a114 FOR 3-24" CMP--ELEV. 1430. 686 1-7 G o 2 ° f '• O' S000, - 4 Q, } _I _H V If." L fl N _ Q ^ _ 1 \ \ l G — - - — - PIROtIt I I IL11a , N y420 if t t p/_ � �• V71 - — ' - - 1 , -Vf ,-got I t 00,00 1 , : _ t PROFILE l MOR. I"- 40' .._ ' VERT. 1"24' p J 2 3 0 > 2 3 Ai cq� _ r Az. Al o. 2 a 0 2 - a 10 r a. ry o. 12802 - �Yv�� 29 cc� lEty oma. �4e ZA 25 4/ K �fZ 125' 23' _ 43 44 4� / // �.�. I 1 I 1 ate' %/► U j 6 � / '/ � iy,v �` i ' •�_ -l.- -`�S.O - x9.05'— Q2.47'" ^`—— '�" /// i I � 2 EApO Y �W D W= V� �, /J. ` 4�,� � ,�, � � I k � � N 7.5.3'40"iy ��• I _ G� �v/.•� 6 �4�//t � � G6•/6 C p .l 7, � fs I l � / � I h2� V �q 1 I _ N 16 5/ tv •1 _ e3 G�aJro Q 2 I�' �s I ---- 6 I'V'�°?e',,,w -X3,14' — - '�1 - -- - -77.6@ Ll?�/1✓, SSE Sf/T �/ `� A �D r3.85'-ZZ.76' 44.3G — Pr - - — J it � a SNS/g �b ' d i� 0 r V,4100 2 d I D ,J1 LL 1L • T I I I ' 4 o II 1 .e a I 8 � I h I a I p 8 � 37 35 � 34 33 '� I� I V t sem- .s�.�e�7- 38 % Ai 1 ► I � MEADOWCREST COURT MONTECITOT T G'UR`/E DQ/Q �4�d /o f lints , !�• nvinbCef >�� Ti..c>`s /Z a o z f/Z802--a5�28� p.. A,"e,% 4!-W T.,� Ma,-ms re-loco ,tr«1%' A&, a f? L r DESCRIPTION of REVISION O /04°59'58" 38.00' Coe.641 Q952' GATE APPROVE O ,4-59' 38" „2.�' 29.3Q' /4.74 CITY of RANCHO CUCAMONGA CO /3'4G'a0" 2/B.Qo' 52.42' 26.3a' CONSTRUCTION NOTES 0 /0.4&'40" Poo.« ' 46"�' 24 ��' TRACT NO. 12802 -6 �--- CONST. 3" A. C. OVER 4" AGGREGATE BASE. _ 0 /3.4G'4o�� /62.00' 48.77' 21.99' 0— CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. O /ca'5G�39s" .39.00' G4.60' 4V.47' MONTECITO COURT CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. �-- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. © /3.29'/5" //2•�' 20.30' �-- CONST. LOCAL DEPRESSION, CASE C PER CITY STD. DWG. NO. 518. ON /8.07'2&" //Q•�' 35.a3' /�8co — CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 504 . MEADOWCREST COURT (FOR W rig V, SEE PLAN) . O 350.00' 57.42' 28.79' 1 — CONST 6K CURB WITH 24" GUT7EK PER VgrAIL ON 5`N7' 1 JO G•o2'a9" 3 2.00' es.oa' /� APPROVED 9Y ATEI- �� • " CJTY ENGINEER RCE.No 23889 i � DESIGN MADME AND ASSOCIATES, INC. RECOMM N ED cre-/(/ OF SAN BERNARDINO COUNTY A t IG CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHaT 545 N.Mounteln Ave.,Sults 105 L. l� UPLAND CALIFORNIA 91786 /9 OF 25 PHONe(714) 94G-094q HECKED- RCE No 44� DRAWING N0. G/Ty 0 TE FILE No�'� -s 82i-S AB - fi - - - - - - - - - BENCH MARK : �4- - ' + } .s ' - L= 2. / AJ I I I T V1, I 1 ( 1 - - Y C G o. �C V _ + A I I E : z = +- o a4 �t BENCH MARK NO. 96-B - - t - B Y` per. v : :Old �°�4 4 /q� `ilk AT THEZ 14 1 41A NWC OF HAVENVE. & - - �, l�hE 19TH ST. , 44 FT W HAVEN - - -� Ilk I o p : & 83 FT. N. 1t� 19TH ST. , SET 1n -- - - - - l�` ;p + - o g' 4 i, 0 DRIVE PIN w/C. S . TAG IN TOP a 4 Q 1 - 1 a' - - 2 b' AT THE E. END OF A HEAD WALL FOR 3-24' CMP--ELEV. 1430. 686 71 %1 9.etg i 0 4 QJ / t3 7 I � 6�111 It #,Z `4• r' Q V 1 i 1 1 I � ' vr'?/ : 1 NJ 7. i t i 1 ARr 1 - 1 1 AA poop 4- T Ll A5 ��� i 1 � 2 � _ 1 � ^ 1 \ : o 4—4- 6 ,��1 NN j t b1 io j 1 • 1 ri � 1 1 � tA . 1 1 1 1 1 V tiV li C �q .G• / 1 1 • 1 1 1 ; 1 IL Oro :jto t ��•a/' m y i N i EX�C57 6,eirve7 Ig ; ' -_�- ; i - $. 1 • AN NN. m -2 y i( O.G ♦ ♦ ♦ ♦ ♦ a - ♦ + + Rc+ - A,• — O \ ; - _ �{ \ _ -_/} _._ 17,1 R : v• _ { ♦ __ _ __ ; __ _ +y, AIy,_ �_ (1'�V', ♦ ♦ ♦ _ _ _ - y i t � � � wF � \• ..1� 1\ 1 1 1 1 • � � � 1 � � •�V � .�� . ♦ � I + •-+ - ; 1 A J, -jj J- 7/ 74v — 4A—' i } 1 1 -- - - 1 - 1 -+- i GG/7✓- P i ; I t- } i ; t i i r fi j 1 -fi I } 30 0. �=9/4•.82' : } - -4 :_ i - - - i- t t } r ac. .; PROFILE ; ; ♦ 1 1 , ; i f t 8 r HOR. l = 40 i ti M _ - - - -� �- - - - - - - f + + + fi t 1 I oma- t ; ? VERT. 11•=4� t ( i p J 2 3 4 5 G 7 D ! 2 A\ �iauAV1�N pr.. ScE' Gi�T 4 0 II I if o. 4 CZ0Vd 20ALE Cr s f 1 Ilk =5 f39•92 ¢ FA/R,NAVE/V PL• f 5 5 h' ' ��'�� 8r• r� X326' t �- �••-4a. Wig Dlt. ,120%�'E ' ��h II I s4 -� ( •ocE E 2l, Q �, I II Ro. CC VIA �?YVlEW Dr?. j p r 0.97 I 53 1 I Q o air �0 e0^1 A5 AhV I I '� a S y l / a N sEE .s•� - A115- 4 \ b �► �,� mac I� 11 �� o ' • e� !S �'�d° a �, ► e I $ I 2 Z ,e, s' 1 �� t H 1 , 7 I /B' I '� s I as p o . g' I o h� �' I '" I o 1 z 10 �• ——'S-�a ,�' 1 8 9 �� p �� ��-cT 10 I o � � •a M 11 1 � 1 o �.h� 1 N 22' s 7 P. _ ,� N �L. i• 70, G N w CLOVERDALE COUNT PI-• I ��t I .y ► _ L T U /arm ® Zz �z �� 1 5 /9¢ g u 1 rR NA�`N IV/E 77.1!'1 st 7g•Ga� G 2t�v� _ �, �j(, _ \ IVU.,/T a i I I I ` — �' .B8 22, y o• D. 3' 4 00' —41'x— — 41 v .moi- G 2' /'� Ad'us d joy' /,'nss of v be I kL I I II I 8 �(� — 3 f, 2 Q / ! rn ,ror Ti♦s�s /f 808( /t eoL-6 I I V ty y b / �� Q of //• ? n(rd'fla►� s;Ra/ocafr�S. L' .site lU ow Oi 8 o�aq II 1 I �1 1, v m R I T O 9�,• � � �5' 1 149, � sN _ DESC P I N of REVISION b Q� 23 * ` CURVF DATA OATS APPROVE \9 5� G s CITY of RANCHO CUCAMONGA I , 0�1 a�b V k 5 n of '32'a9~ /020.00' Io.94 rR A/o. X02-6 • o� I aN 1 48 #9 so 51 51 � 3 13 W � �� s5 m� a— NTRACT NO. 12802 -6 D 07 /5'S2 /000-00.' Y2G.79 6•J.¢6 Ar R. N o. i z a o 2 •�°� }� �-- 0¢•33'2 - gao.oa; 77.��; oo; TRACT NO. 12802 o CONSTRUCTION NOTES x � c� �J 0 107• Is /o ' 27 00 , co s4 , � CC ' °` �� Q- 92• .¢0'x2 r7.00 -f3.ca ra•29 FAIRHAVEN PLACE 11� 20'/6. noes•00, s9 72 ' r'7-87' �-- CONST. 3" A. C. OVER 4" AGGREGATE BASE. r 1► ( — OG- N' /O- 1007.00' !06.79' 6Q•95' IT CONST. SIDEWALK PER CITY STD . DWG. NO. 'S 310 & 311. `/ CLOVERDALE COURT CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. FAIRHAVEN PLACE /-� �- H a.— go•oo'a0" 9�7.00' � .�'00' 57 �i• o0' APPROVED 8Y DATE/- /-j� $�-- CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=31 ) . �— CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . ,J /')' 13'22 ' L18.00' 73. /4 ' 'x•92' INSTALL STREET LIGHTS 5800 LUM, WITH EXTENDED MAST. GTY ENGINEER � � RCE. No 23889 8 1q•/9'22 ' 200.00' c7• /O' 33.87' /r— INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. e � DEIGN MA E AND ASSOCIATES, INC. Q INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. N0. 402. L !9 I3 22 /82 .0o G/•OG 3C�.d2 RECOMME DE CONST. LOCAL DEPRESSION, CASE B PER CITY STD. DWG. NO. 518. - /y•3g'-yz" /a2,ap' G2 /c/' 9/ 9,,p' �TC�(/ OF SAN B G CIVIL INO COUNTY �4 �� CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504, N �! M, �.-f2, x.00 . Ga-� ,4.51. CONSULTING CIVIL ENGINEERING (FOR W & V, SEE PLAN) . DRAWN AND LAND PLANNING SHEET /•� 19°;J�'f.42 , r/6-00, 74•'!9• 37•G/ • 545 N. Mountain Ave.,Suite IOFB -- L UPLAND CALIFORNIA 91786 OF P /5•Do'o3" //2.00 ' 2'1.32 ' /4- 75' PHONE(714) 946-2 1401 21 MA15T. &O'CURIB W/P4#y GUTTER /WR DET.J/L 00 f. Q�—/o4•-¢!0'25° -16 -00 , c9.'gsr 19.32 KECKED RCE. No �'¢� DRAWING NO. DA4E / FILE Nom ✓8/ 82/-S r 4 P BENCH MARK : 4t ; - BENCH MARK NO. 96-B vwzj t AT THE NWC OF HAVEN AVE. & t G 1 'S • _ ' ' G �- +__� � T + l;.R/;'=/28¢83 19TH ST. , 44 FT. W. HAVEN v v _ ` N Y�•/� / � 2 ; I : 25•. =2 , i +� & 83 FT. N. 19TH ST. , SET d 41 C� t G�?5. d DRIVE PIN W/C. S. TAG IN TOP a \ 1 -+- - + - - - } �: `4 -- AT THE E. END OF A HEAD WALL N p t` V '� I t FOR 3-24" CMP--ELEV. 1430. 686 4-L t 430. 686 • /E - - - # 1 9 9, 1 y , 2 Y� .7 _+ -- L*0t YP ._/ • 'J -- - I --- - -J/ j— 4- h j -4 t 5, - - 1 ILL o t t , e ^ f ' ' "Xi f E t 1 Z ME �TT- + + - / 1 i � ri � r �; o v a f N Ol Ip nl N h L. I = — ' - ! � :tea• t � -i --� - ' - - -�-- -�_ `, ' �•��• t J- J 1 � - + } + - - f , t : ► It I o ' V T R,e - - - - - - - I I t '' • 1 c i i i PROFILE 1 t I t t + J PR IL t t t t t HOR. I = 40 } 1 : } 1 - i i i } j . : 1 I , VERT. I"=4' ; O / 2 3 4 5 O / 2 3 4 T R . /V O. / 2 802 aR�1vrw000 ore. $e{E LEFT T R . NO . / 2602 I � I �•°�� �,J �� i �''�c c- =Gro. I II I I $ ra % � • N 4/ � � . 8 � "cam,� I �� •� �1 I � � � � v N 4o s 9 MOD/,��/� a n Serer• .S�/Ee'.'T Irl .� � ,SEE R/E�n � _ II I I 27 VA� 11 3 28 toA� �, � '�\9� � = y— al 3 � e3 •� � I , l �l �, C � u �► 1 1 V 3 ,4L-Z 27 � 8. �b- 0 - III III � D5 >�• B 3 t f s��'L A p� � ' �/J � � •� � �6� � h M it7 OR•P / I oI \ 7Q•oo .-oa 1Y �s V ac � .. 3 3 2 � M - — - 30 9 R-5 x. — —— J =I-- � n sT I V N o - s 3 � 1 '�/ I • I g I I / I 7l.��.�" N C I(p 2/ 65� A �jk7�rC _ I I FE ( N80°2/'2D"E - - r� 0 s I � a � 8 h � V 2�i2 �- - - - ��- - - - -�--- .DO- - - � -- �� I�I m I � �$-�- - -- •�, ZB_29_ 3 4N' � _4. ?4,55= �Aw \ 7 13 1/ -� SANDPIPER COURT 3 /Y 20 fi a . �b 8 /9 Z/ I I ?� 22 23 $ 8 i �� t i v 2S 2G 27 z CC/R V�• DAT.' Y 3 +t u � �'•'� E�v��eY to o I I I I I I I I Ai Ad f? L Y >' /4es p /at q,�6ers 4. Tiacfs /x802 se=e- 3 Uel �f r n� racf a 5 0 � a!+� I? ' U � a� T � l �� «f/ � 1 G S C.4IR14AI/ & PL. O .98 log,s9 3B.vo' G 5. GG' Q4 4'' D E S C R I P T I 0 N o f REVISION'EVISION o O /BOIJ'00" QG7-70' /46.93' 74.08' j GATE APPROVE y O /B DO o3 /00 3/.42 /5•d4 O CITY f RANCHO CUCAMONGA BRENTWOOD DRIVE o ��'oo" ' 0 O90'0.0•0O" 2700' 42.4/' 27,00' TRACT NO. 12802 I CONSTRUCTION NOTES Q //o,1oo'os'l se•00' ///.35' ae.8s' - O 'pO'oo'o0 57.00/ 89.54' -5,7.00, a--CONST. 3" A. C. O`.'CR 4" AGGREGATE BASE. ON 27.07'/3 2/e.c�' /os. s2.se' BRENTWOOD DRIVE �- CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. SAND)PIPER COURT ©-- INSTALL STREET LIGHTS , 5800 LUM, WITH EXTENDED MAST. ti 29'OB'51N 2Gb.o0' /0/74' , 52.o0 ��- INSTALL STREET SIGN PER CITY STD. DWG. NO. 401. © /3'os'S2" //2.00' 26.Go' /2.8rc' APPROVED BY DATE/.��— --- INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. � ; �—CONST. uur'R SIr�WAW MAIN I�Q c1rY sro OW49 No. 50-7. Q P'1-00'53" //2.00' ¢Q.�s' 22.00' GTY ENGINEE RCE.No 23889 , 21 CLW5- e. CURB W/24yGarrER �R De r,411- cw .0mr �. O /�.04g'�" 3,8.00' G7,5S' 45.37' DESIGN M LE AND ASSOCIATES, INC. RECOMME DED OF SAN BERNARDINO COUNTY I I` CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 545 N.Mountain Ave.,Sults los Z. V UPLAND CALIFORNIA 91786 �S 2-r7 _ OF PNONt'_(7 4) 946-2949 NECKED RCE N �¢B� c —� DRAWING N0. G/� DA E FILE Nom— 98/ 82/-$