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HomeMy WebLinkAbout892 ` BENCHMARK: .ULy��� CO.UST. SLY BENCH MARK NO. 96-B i GENERAL NOTES . AT THE NWC OF HAVEN AVE. & a 19TH ST. , 44 FT. W. e HAVEN 1. All work shall be done in accordance with theselans the Cit of 67 � 7/' ��- 7/' 3O' 30 & 83 FT. N. ,t 19TH ST. , SET P Y DRIVE PIN W/C.S. TAG IN TOP Rancho Cucamonga Standards and the Standard Specifications for Public 47 57 47"-:37" /�• p0. 20• /O• AT THE E. END OF A HEAD WALL Works Construction - current edition. Contractor shall be familiar ,- with and shall be responsible for adherance to these Standards and �X/fir ; lot /O' /00 FOR E E./O� 4' CMP--ELEV. 1430. 686 Specifications. rye4U,C/O 20' /7' (r VR) (fYP) lEff!LyVE 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, 'fire hydrants, etc. shown oz not shown on these 083020 ' I� s�aPEyffr 04w, O.f9' O./7' 0.19 0.4 51OP81�1 plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected , %¢%�j=.�► LEYEG _L/•!/� W V_ _ r _ `i O in place as required at no cost to the City of Rancho Cucamonga. �� 2% 0.95 = - I ,r �- CD,t/ST W,IA/GE�P/�il�'S/I.L� 1Ze LL_ e 17 o=,mit c�'//o cuCAMoN�A 3. Any contractor performing work on this project shall familiarize him- _. -` ( I 6,ro vA/G�t/as: �¢ #e 91v self with the site and shall. be solely responsible for any damage to "•''0 - GY,�t/STBpCU.�f3GUTTE,Q ,, 3 .• �•: PE,?C/TY U�' Irt!'ND GC�ST. 3 A.C.OI/E,P4 BASE rrr.aLt tic'. ��s4 � -r r ,•••••�• ,�•�• �• •,••• existing facilities resulting directly or indirectly from his opera- CGyt/ST 8~CURB �ATf,/E�P C/.e'AMGw�A s7O.OI�' T j• = 7 •� :. .c • I , ' �, , 9 ' a s ' o , i z i rt r-r vac4rvr M t�,2ArVFoR tions, whether or not such facilities are shown on these plans, 5MTr�? l�•P c/rY Gf� //�/ /Vo � KTYP.� -• R•Uc%sr0 c�A�✓GA ca�/sr6'fr� ovE��,y�,�72 TYPICAL SECTION � ., �.•.. 672 o/4:�t/a 3D3 �T`P., c...... 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering it/.4T/tiE 5'O/L Department prior to any encroachment or construction within City of O R✓W 7g��j� //t/ ` ./ - / Rancho Cucamonga easement or right-of-way. TYPICAL SECTION1' 39'-�/' AUGUSTA DR. SUMMERFIELD „ cEe,zF1ELD oRiVe Gr�N ieW PR. 5. All rade stakes shall be set b the Contractor .or Engineer. Paving N.T.5 G2oWN L/N� U.►Vs1 �_. T g Y g g 7Z4C7 UL Kr. , , ll - Z� stakes shall be set at all hinge points, edge of pavement points BASE LINE ROAD 6 27' 27 /8 -20 ! - '• - `• - / within 0.01 foot of sub-grade elevation and at not more than 50 foot .4-!EL intervals. Additional paving stakes may be required b Cit Engineer 2/ z/T. /2 1/EG P €, Y q Y Y g sr LINE 1 ,,, X / < b►oR�w6 MW as needed at warped or vertical curve areas. / ' I ( i- y VAUNCIA - ' E ,N _- TRS- 0.17 �Ff \ 5NT l6 6. All sewer, water, electric, gas, phone or other utility laterals, ?/ f7c.L SE-E 5flT. ¢� �R mains, or crossings shall be constructed prior to paving. c ORA/N 7. Compaction tests of- embankment construction, trench backfill, com- cot/5Y�',gc. ' patting original ground and all sub-grades shall be performed at no , oV�e,¢,BC. 3 SEE sH7 cost to the Cit of Rancho Cucamonga. A written report with these 4 G,24L� O S/,�GG�K /N cur A%5 A,4K!5AA VT A//OT1//N AX& �Q STORM ��\ t °S ► a 9 Q� /�F , Y g P cQ ZO%AWeW/rV Cal' DRA/.V compaction tests shall be submitted to the City Engineer for approval P I C A L SECTION NTs _o Mof . rA■♦ prior to the placement of base materials and/or surfacing. c+ 1/A,�iEs' /s2.c�•� /,X49 VALENCIA VALENCIA AVENUE 8. At the completion of paving, a materials report shall be submitted to 55' VA 'I&5 97�''- 95./6' ' 0� the City Engineer. Lising all tests or determinations completed to YA.Q/ES X 76' - 88/6' 1"`1. 1� 45 ' verify stability oil content and Gradation of asphalt Paving ' 1/igR/ES 30GY'' /6' 23' 24' ' p. ''_ AUGUSTA DR• ° N c `r�► 9. Prior to installation of any paving, a materials report shall be I 7� `t0 •C ( r !� submitted to the City Engineer. Listing all tests or determinations MAO- W e,45i 23 20 --4'- ? 4.5 /B' i8' 4.5 � 6oR ��V II 1 f Q completed to verify: R-Value and sand equivalent of Ex/5T. CHANNEL VERL,4V /Z, z.2. VI 1 _ - P Y� . sieve analysis q / A.c. DRA/,V f aggregate base. � I „ r 9 9' 9' ID n _ a=a. .. O-�'� ?'03;1 !Z.d�; (A0 V. �� LEVEL L/N Q.48 PE �' ,� _ q 10. When improvements are to be placed on native soil which consists of a -- _ �,,.�,. _ 4 FT. 1 rIF.T _ -' SLOPE y� O.4d p.29 I O./7 _ p.29` 5L ..r..�...�..�oiufi"`�^" 5E� T. 2 ROAD , rocky material, the sub-grade shall be prepared by removing all rocks -- z N 21 a _ which protrude above the sub grade and all voids or depressions shall L_J p. I , :,. , r�N�. =1 AK '�j'G be filled with a fine grade material of a quality better than the native F/JTURE' I' W 0 0 2w C�S/S`TIv��AG. /MPRoYEMT u CGWST SI �L�C GIAMOELLO..OM material. W J o Q pdER ca�fP•4c•TEo 3 FER CITY OF /r ct�4� ed n sub-grade, a soils sterilant GbNsT. �' ear cwLY�R C1TY of= co �yEA�t/GERING 3 STR oWG�t6s �/O N 11. If the asphalt concrete is to be plat o g , c�aNGA sTo oA✓O. �& �/ g registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformiy7XA�F/C /5'G�� �� c��✓dF XST A EST e/�yaFR�//O //(�P,© INDEX MAP applied at the manufacturer's recommended rate for the full pavement ,?AA,elll ee,L 4 ivG,4 sro, oh/G ,vo• 3/¢ ey ,V p�A STO. TYPICAL SECTION width prior to paving. TYPICAL SECTION d�'G '`�s 3/° J. -15 ,QTS T 5' DTE• ST.P�"7"L/6iS/TS'.�•tf0 12. Estimate of quantities is provided by the Engineer only for the con- N'r&' MEADOWLARK PL. WESTWIND DR. "4W14V S�/yq�O0N 5 venience of the developer, the contractor shall make his own deter- HAVEN AVENUE 'PARKSIDE PL. "TANGERINE PL,, W/Q` '�E`�T SECT/GWS. _ mination of construction quantities before submitting a bid. Any 'DAYBREAK P1,.� GRANDVIEW DR �[�/ item of work required by these plans which is not specifically listed CLOVER CT. EVERGREEN DR. '"" 88' 81141 in the estimate of quantities shall be considered as included in the MORNINGSIDE CT. / other items of work. WINDEMERE_ PL.-. f CONSTRUCTION NOTES & QUANTITY ESTIMATES NORTHVIEW DR J ' EERFIELD D � � � ss � 33 , 33'-asp 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 /2590-/ /25 -2 /2580-3 /250-� /2� -.S /25RV-6 /2S�10 TOTALS' Iy ¢ 22 7 /5 /B 20 shall be constructed at each intersection. � _ /O---CONST. 4" A.C. OVER 4" BASE. AI__4W 6'F /2�r-� S.� (;6/O SF /�o,3ro'/S.� 4q 3// SF, 14. City approval of plans does not relieve the developer from responsibility ©-- CONST. 3" A. C. OVER 4" BASE. ¢5,7 S.F. ,�SSF 2 for the correction of error and omission discovered during construction. 30--CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA ' S r 4 Upon request the required plan revisions shall be promptly submitted to STD. DWG. NO. 303. - 2,98 LF /,98v Z. /,520 �f /,773 L.F. /8 Lam' /9� Gf" 2,2�J¢ L.f= /9;40y Z.,&. _ ��/ �, . - / ¢✓mac ��r 5•, ( LL the City Engineer for approval. x ®-- CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. < / /4' O I2 co *r ( , n 1 DWG. NO. 310 . _ - - 9 EA. ¢ EA. 2 EA. 2 EA. �. 5 EA 96 eA- . 41 ./ 0•/ ' 0.29' s...... r 15. Work site and exterior streets shall be in a neat, clean, hazard free, a-- CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. F//�, 1.074orderly state, throughout construction. Site shall be cleaned upon NO'S 304 & 310 . ' /3 request of the inspector. �--CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. _ L NO'S 310, 311 WITH 45 ' & 60' STREET SECTIONS. //x¢58 S.F S,�/✓� S'.F. �i,'4GY� S.F. ¢�S 5.F. 7627 S'.F' �22� 5.� sF _59,,gal sF l y:l 16. Contact all Utility Companies as reauired. 48 hours arior to excavation. (D--CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA IKG 6 S.�' /62.8 S.� st 18.58.E • i p �D ¢/6RAGL�D / CUT 3 Provided for your conveniepce are the fo lowing: STD. DWG. NO. 308 (X=31 ) . /7arO S'F 5'F. 4GRAt e2wr 4"A.C. S CONST. 6" CURB ONLY PER CITY OF RANCHO CUCMAONGA STD. SHOrILUE /NCUT ODER 4' BASE 3 sem' R CONST. 4"A.6 A. San Gabriel Valley Municipal Water District DWG. NO. 301 (TRAFFIC ISLAND PER CITY OF wiE� X20. !✓f/EN /,4/--07.- /NCr/T , Of/ER 4a BASE Mr. Bob Stallings (213) 969-2718 RANCHO CUCAMONGA STD. DWG. NO. 314 . ) X73 L.F. �/7/ �.FTYPICAL SECTION ® '' G5 PA!/E/y�iVT /,9TX1 /,t/�`/LG for Base Line Road construction INSTALL STREET LIGHTS , 5800 L.M. W� 4 r=�m17er� Marr 1 ' ¢ TYPICAL SECTION /0 EA. /D EA. 6 E,,4. 8 EA. EA. /O EA. .S E;4, .s"3 �-4. INSTALL STREET LIGHTS , 9500 L.M. ¢ Ei4. / E-4. S --=A. , /4 �A. B. General Telephone (800) 422-4132 4 EA. /t/7.5' for underground service // INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD.. ' DWG. No. 401 . 4 EA• 2 --A. / E,4. 2 E'A. 2 E,4. ¢ E"sf. ¢ EA. A-P E-A. VALENCIA AVENUE C. Southern California Gas Company (714) 529-2889 INSTALL 2"X6" REDWOOD HEADER. _ 389 Z. .8'09 L.F- /7.s Z.,&_ //5' L.F. /6-/•� Z.1--, VALENCIA AVENUE 2191 E. Birch Street (714) 529-7070 - �-- CONST. LOCAL DEPRESSION, CASE A PER CITY OF ••y ST�4. /6f/7-6 -10 S7A /B�Gb82 STA. 6/09./3 710 Sr,,4. /¢f7•?6'E Brea, CA 92621 RANCHO CUCAMONGA STD. DWG. NO. 518. ¢ �".4. `r 2 E"A. ' 4 EA. / EA. � EA. 3 EA. /5'�A. � /3.5 PAvemewr WlIaTH /N F/LL D. Cucamonga County Water District (714) 987-2591 �- CONST. LOCAL DEPRESSION, CASE C PER CITY OF 5 � RE(//S DCNIP. qlm� QL�TA/L�4I5'E'COrWE S//APEOGRr�TE 9641 San Bernardino Road RANCHO CUCAMONGA STD. DWG. NO. 528. 5 �A. / EA. - / EA. 7 EA. /rVSTEAU OFELAT GC'ATE-OrVSf/T 20 /©-- CONST. CATCH BASIN NO. 1 PER CITY OF REV/,EO S14L5V 4k 6�fV,5, �"- 5Xr7 5 Rancho Cucamonga, CA 91730 / RANCHO CUCAMONGA STD.. DWG. NO. 502 (FOR W & V, SEE PLAN) . w E'A 3 E•A. �' `2 EA• - / �A. / E'A. ' /9 EA. E. Metropolitan Water District (714) 593-7474 /6 CONST. CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA >4LX,LD Dfz/vim ttPpRo,4c/t�g y/alvo/c�P MP�� / P.O. Box 54153 STD. DWG. NO. 504 (FOR W & V, SEE PLAN) . _ 3 �A. 2 EA. / E'A. '� / E�4. 7 E,4. QQ o/}�KW/rr cr&LVFRj,/ 77y/Ko/Gf/ C-ol?o ,Pfd/''//`/fes W. 32 8 /s *5 Los Angeles, CA 90054 ©]--- CONST. 6" A. C. ON COMPACTED NATIVE SOIL. _ __ 6,//O 5'P• S, 87i1 /204,3 �ial%5NC/ /tY�Nc/E*. F. Pacific Telephone Company (714) 999-5639 �-- CoN57'PPF CL05UKE TVFr "5' PER 5.S.C.fG•V STR SP 176A hiWIF1ED To U5E 2 BQKK LAYERS _ /EA• / Ems. QRLV 5lD�WALXS /V'LY R�P11Gin/SNE RA � VALFrVC/A AI/F $//5�a5 o./ucic eR �- REMOVE EXIST. INLET STRUCTURE & EXIST. A.C. SWALE. / EA. /I '5A. ,e6�tt/5'� G//,4,c%l/EG IONiVEGT/O.V� .�' C B 6bTTD� - ® -REMOVE EXIST, 60" R.C.P. FROM STA. 1+52.gG TO EXIST INLET STkUCTUK,5 1 23.X51L.f: ?Y,4(57 Z."t'. l/rRA_-T No. 0 SCAB Ati'D Ar s/D45 W41-ex, --SAW CuT ANO JOIN gX15T. PAVEMENT �/2✓�"� ©----CONST. WJVER' SIDEWALK 09AW PER CITY OF RANCHO Ct.ICAMONGA / Eft. /�A. 2 �A. . , D ESCRIPTI O N o f REVISION PRIVATE ENGINEER' S NOTICE TO CONTRACTOR 5TD. DWG. No. < / OATS APPROVE -1N6TALL Torpric crop 511,5N PI:R CITY or L2ANCHO CuCAMONGA = 3 EA. ,EA I/ �A. 5 EA. CITY o f RANCHO C THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 570. DWG. NO. 40�Z STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF � �4�__coN5-r g"A_e. emem PEe c17Y of aaucNo carAMONGA ¢35 L.r X35 GF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE v STD• QWG MO. 313. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE TRACT Nos. 12590- 1 , 12590-2 , INSTALL, TYPE K MARKERS WITH R7 5/GN5' 3 Eft• 3 Fro. _ _._ - _._, CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO - r �K� y 12590-39 12 5 9 O.4 12590-59 PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 2 NN5T 0/0 MIN. A.G. rAVEMelgF OVERLAY 40W V.r 408/ 0-F PIA ^ NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION If . - /N,STALG STKEET L/GNTS' /6 GZ'� L.tiI I 5/1. / �•A. 2 E-A. w OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. tp�j/ -12590-6 & 12590 CO/YSTRUC7• OR/VE /JPPRO/rC (N,,30') PBR C/T y of` Rft/VCtfO 2 rG/}• 2 t • C%LXft MONaA 970. Qwe•/�.�,. 3Oe. � ,a �`� TITLE SHEET z3 L. 23 L i / �a%vr� 11,E 0 29 5°.a9aw�Na� oy cuwT PER ciTy C 'R/tNcNQ C:!/C/4/1?p / ��t• �sri�cfl 6rz ,/�/ PA APPROVED 8Y A?E -9-SS SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR GO fq,U0r /tG f(/�/✓I,O A-g 7o f�C fti�vL�f� Ct15T Zf�ON P/P6 �^4APJ�Z /�57 e� ✓� CGTY ENGINEER RCE.No 23889 uNSC�K e/�l�F'tG/t y� 7�Oc/GH cu/�Z�13(OA/+"o it'p/9g4 V60 .SQ Ui4G . r: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY NOTICE ALL VERIFY ALL lhZ S /5 8S ,j DESIGN MADOLE ANDASSOCIATES, INC. R NDE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTROCTION OF THIS PRO CONTRACTOR SH © / / JECT, INCLUDING SAFETY OF ALL PERSCNS AND PROPERTY; THAT THIS REQUIRE- CONDITIONS AND DIMENSIONS �C,// OF SAN BERNARDINO COUNTY ('�b(D s• � MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING AND SHALL REPORT ALL DIS- _ CONSULTING CIVIL ENGINEERING ' HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CREPANCIES TO THE ENGINEER DRAyyN AND LAND PLANNING SHEET OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, HEAL PRIOR TO THE COMMENCEMENT r 643 N.MouniainAw.,Suits 105 KEY MAP �� a. UPLAND CAIJFORNIA91784 OF OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF WORK. REiNOt/ tiJEO/.4N gVi1A%Ve-14AT/ vENAIiE. AGZTI.S`l5'TQEET P ON (714) 946-2949 PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE sEC77�iV Ait/D �(N7/T/ES cvV SHT/. REV�SEPLA�V,�`P,fe •1ZE //23`/86 CKECKED FACE. No �` "DR ' G NO. OF THE OWNER OR THE ENGINEER. aV5'NT¢REY/ T.e4�FIc-,WaV$I//, 23,ART.5'TR/P/QVCSNT.e¢ Gy g 892 o sv� ia0o /s6d oEscRiPT/o.V oma' REv/sivN �,4TE- A�.�ovEa 0 A E F 1 L E NOP;-M-4' [BEN CH MARK : MARK NO. 96-B % NWC OF HAVEN AVE. & T. , 44 T. W. qt HAVEN T. N. 19TH ST. , SET Q -- - - PIN w C.S. TAG IN TOP E. END OF A HEAD WALL ¢ F ^- u 24" CMP--ELEV. 1430 .686 -01 �: f .� w - / mZ D o N u m t I i -4 A - - -- - f r MOON Soo- - + 5 1 1 - . 1 ,� .t t ,� -- — — — - - - - - t t //; ( (j f ° at L-3� 2 G- /. 3 G @j �\ �► I t ' SSG .!%E ireel k i -} l + MJ IL th 4 Wl ---- :����� - } i i — - — — — — -- - ' — - - - — i 4 I i V17 � - t ! 1 f } ! 4.i r c D ,0 37 --�• / / /6 - '- - -- -- - - IN } t I r f r r t �/�B. S 6� D,C : .0 - - - -- -� - - i / "` R �l TIT, V021 a V` 1 kn' { S\ \ - - — — — - - t t t i a �� \,j - -( -- - - ' - t --*- = ' ! - , 1 t ttellr - I - - - - -- - -- : ; i T t t t t ¢' t - - - - - - -- - - - - - -- - - : - - - - -- - - - - - - - - - -- -- - - - -- ��/• Q O.C. O 7 8 9 10 r 11 12 13 14 a 1 �R 15 16 17 V,65 SX/EET 3 ,y116 11 ANG V Cp V UC 39, 3�' �CE g 'f g P" x `C( `i 1 .010 / `?o�v�sK��.DL•r r� $ N + m . 22 M 21 8 i �TrERXiSr B / N y / 8 S I-n REMovE E / 5 U1 PP#/37� SroRtil ,o.P,4/.(/STA. Y 01 o_ `3 d k P#/377�2E �J r / A ¢ 70.50 5 95 ' 6760' S7.i / 52.96 B c ExisT. R/h \g I A 45 CAL / 40 .2. N ... _ 3s ki a&7 r" r. cue oma- PAYEME.vr I �8�0 EX/sT. /2uC.M.G. Is/�S/.4TERL/�tfE 3 -77 16p1. �,15E.P 3 °11$ `,— c► - �Q B�SEL/I E RUAD �S CT/ON L/N� Ul - r I `v r W --7r- 7- 7' n r T T T yJ W W - �� - ` EX/� 5e/~l✓�1TE� /N/1/N s P.o6.T. �/76Q T ,QD EX/5`T. UNG��7GXG!'/X/O T�LE'P.t�Gt�✓E ¢ �I�ISTRUCT/ON C `A��'vcYq c'Poa✓,V U tiF fib. A" - ,Odc/G A& 673y lid , 7— I , i .-� 1/A&5V� CIA AI/E/VZX5- c�,QV�' oAr.� : � T.4. /Vo. /23/r'-/ l ©REV15E 5/DEWALX6 NLY fia' WON DUNE RO. f,/0 VALENOA AW- 81151W A L T 8/8 eD- f9'(Vo1 3.56-'9 .5¢.018' 3,c-'Vo 3Q REvrs� 5i��w�cK. �xµ�Dua,c. !0/ZI�dS- (,B /¢°5224" rx96-M' /2.�8' 53' �J /3°27��•.i ��� /�'�� s9o' CONSTRUCTION NOTES �• D°33'37' /9�9.eW' M&20' Jam' __ O-- CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA D ESCRIPTI O N o f REVISION PATE APPROVE STD . DWG. NO. 303. CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD . CITY of RANCHO CUCAMONGA DWG. NO. 310 . BASELINE ROAD O—CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO'S 3 0 4 & 310 . SEE CURS//G/.VE.4.Q S/OE`Y•4LK 5C//EGYJG E L EiT �Q TfNSTTAAb STREET SIGHTS , R L.M. TRACT NOO ' 12590ml I TAr r STREET SIGN PBR S , nTmV /I 1, 77AAT/�TI 11 G T/� IONGA STD - /< v�cyE/wGE ¢�---CONST. LOCAL.DEPRESSION, CASE C PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 518. r 5.W. EL E(/. T.6- ELEV. ©---CONST. CATCH BASIN N0. 1 PER CITY OF RANCHO CUCAMONGA /QIaG¢ Q I3/5.6-/ ' o0z"' STD. DWG. NO. 502 (FOR W & V, SEE PLAN) . BASELINE ROAD r' os ,� �,,�, �— CONST. 6" A. C. ON COMPACTED NATIVE SOIL. //f 95 II' /.3/7.24 !3/!0.810 4"A- �g --CON5T. PIPE Cl10SURE � "B" MR s�.c.Fco 6TV 5P r76A MOVIFIE0 To u56' 2 g2�'tc �dyE APPROVED BY DATE G/-9-Ss- x 9 REMOVE EXIST. INLET STRUf3TURE & EXIST . A.C. SWALE. /2f 80 lot /3/7. 76 /•3/720 207,x{ -4. �-- REMOVE EXIST. 60" R. C.P. FROM STA.' 1+52 . 96 TO EX16T CITY ENGINEER RCE,No 23869 /3f/4 5' 1318.00 /3/734 VAR/E5 f INLET STRUCTURE. DESIGN MA LE AND ASSOCIATES, INC. RE M ENDED /4fG� .45' 13/879 1318.37 �� �— coNST- UNMIZ sIpEWALJK PWAI 1 PE/2 crY' of eAa-,PO Cid<, MON6A SG8 OF SAN BERNARDINO COUNTY oti Fi +� STP ONG. NO. So? CONSULTING CIVIL ENGINEERING Wf -rALL 5VVFr L1GHT5 /6axO L.M. D.RAWN AND LAND PLANNING SHEET � � 545 N.Mountain Ave.,Suits l05 D.PS'f clC.it/ _ UPLAND P OS CALIFORNIA 14)IFO RNI 91786 2 o f 32 CURVILINEAR SIDEWAI.K DETAIL NECKED F10E NO �¢B/ OR AWING NO. �H OAT ti B FILE N o /Z67ZZ 892 - - - E CH - NMARK : v . 6-B BENCH MARK NO 9 -- _ _ -_ • , - AT THE NWC OF HAVEN AVE. & • - - : 19TH ST. , 44 FT. W. � HAVEN - — t & 83 FT. N. e 19TH ST. , SET • - DRIVE PIN w/C.S. TAG IN TOP 6 _ � _ AT THE E. END OF A HEAD WALL f FOR 3-24" CMP--ELEV. 1430 . 686 f I - - - � m M ,00�1 . Irc-11 4 01III`rK4 so 00-0; 3. OW WOI - - - - - - 1 — - -- '� �` ` ` f 3 - -- -- -- -- o� ° r _ t r r 1 1 1 1 1 r 1 , 09 -__ _- ___ __.-T.. y -- 1 i - 1 to + _ ._ } +._-.- _. _ - __ _- _� / • -_�- _ ` 1 � 1 4 , , 1 1 . ; 1 , AN - -- - - - -- - ° - - 1 1 . 1 -- -- - - - - t t L= LG7 : - - - - - -- - - - fi . . . -14 4 14 A14 1 -07 44 Az 44 J-d Ir ; i �¢ � t 1 - n - — _ - - - , 1 0 , N ��► 1 �- 1 , ' 1 G t � 10111- t , i No ,41 „ , 1 • � 1 , } t 1 - -- — - - - - - - - - -- -- - -- - -- - - - - - -- -- - - 1 1 • t — -- 2 3 5 6 77771 t t t t 7 8 9 /0 // /2 /3 72---7. H, STA T/Or(//rt/6' /S , iII' I opt/ TA7.4er ,enwy. L/NE CRok/N L/rt/E ��'�y 0 All. 0 SCALA = / 40 e \PIIr av -p'' �— ?✓�1 P EPS III ( r33F� •_ �v Q d ' I e II k , 4IR V �0 1 /NGET G,QRD/itl8 DETQ/G stir. /s �� . x ° y S `tia 2•/s/a�E b 'Ica ��sroeM@� �uTt �E c�,Qa ,n 0 F ,P /G Ira �_ `� 1— (34• lI v i S Iw - �p Cr�TTE? �0 v (2¢� y0 y! � s�RM TEMP. E 'P,gDEMENT 34 2 E N 8 - TEry/P. EG�� 2•'/sYo`� �— 0 �a ;000- J `u�j `� Ij (p 20. Fs! /✓¢ ' 3�rW 9�5� N O N — R. 4•�Tc. Q� / _ [ _ �• /g _ H ` 25✓G Tc. 30 2D '� \ , V 33.S/ j— /3/60/1G' n 3 , ' c '' 1 `� VL 'f' 40.21' l5►70' 24.43' 6 W k ✓ �� soap so a�' a�' 3898 �� _ N b G� �� 9 /O pv��fJv I I •� �i'' r �' , ��, �,� �I' � �. t� / 2 r ��Q � ��E�C U �RP�E l�' III I s. e II s'� u . �rR �►� o I 2�A�NAO I I I I 25 26 27 28 �'I ' I I W , /�r.4LL IV-11 -,t/d F'AR,(�/N�" S!6' DEy N �� 1 �� L I I( I I I • � I ' � V � \ ,57.9�t/oA,QUS- Olt/ �'L y. F` N'L 1! W I. � III �' $ � � /o �� IS7 /° ��^ W I i 11 i l 67 • � BASEL/it/E ,PO. /MoY. 27' �� �, _ EE c� ET_�' g T,? �. /'�9D-S• W S- � GUSTA D 3 CONSTRUCTION NOTES 2 - - DESCRIPTION of REVISION DATE APPROVE (D —CONST. 4" A.C. OVER 4" BASE. OATf{ ©---CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA CITY of RANCHO C STD. DWG. NO. 303. O--CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. A R L T -- - - - __ - ------ -- 4 84• /042 2700 3'9.67 ?-4.1w �O DWG. NO. 310 . TRACT NO. 12590col VALENCIA AVENUE . �'—CONST. SIDEWALK PER CITY OFRANCHO CUCAMONGA STD. DWG.9s°¢�J'/8" 27.00 ' 45../S' 29 NO S 310 & 311 - © 4 ° ,p4/32 � LC c;-00 Z2 /•✓3, /LD•0z _.- _- 1]�• At/1 'int �m Tl_7inTTn T1�7 ��1�=T, nTIII[7 /�T ' /!.�. D as8prvA STE)r9;4G. ?;G. 31 a rT 4 & TRACT NO. 12590� 5 ¢5' 44 32" 270.40' 2/S. 5'6 ' V/ nT�Tnun nrTnT*� rn mn nr �1 � E 4,9'44'32" 263.00 ' 209. 97 //0-'74' lQ INSTALL STREET LIGHTS , 9500 L.M. �/ INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DwG. No: 401. VALENCIA AVENUE { OQ --- INSTALL 2"X6" REDWOOD HEADER. APPROVED 8Y ATE .CONST. LOCAL DEPRESSION, CASE A PER CITY OF RANCHO CUCAMONGA STD. DWG. No. 518 . GTY ENGINEER RCE.No 23889 f --CONST. CATCH BASIN NO. 1 PER CITY of DESIGN MADOLE AND ASSOCIATES, INC. RANCHO CUAMONGA STD. DWG. NO 502 (FOR W & V, SEE PLAN. ) REM ENDED - �cN OF SAN BERNAtiDINO COUNTY S• - ©---IA14rALL TRAF.c"/C STOP 5'/G/v!II C/Tf- OF .P,441e1/o e&e,4,W vt/ A CONSULTING CIVIL ENGINEERING STD. OIG /1/a 4�J2. AND LAND PLANNING DRAWN 545 N.Mountain Ave.,Suite toy SHEET UPLAND A NDC14) OR 2°T4q 9 GF .32 KECKEO RCE No %¢B� DRAWING N0. C?/,! DA 8 tit 4 FILE WeC 7�` 892 - - BENCH MARK . - - - - - / - 99. V l ¢ ¢ R , BENCH MARK NO. 96-B _ L AO M 44 FT. W. e HAVEN AT THE NWC OF HAVEN AVE. & 19TH ST. , — - & 83 FT. N. le 19TH ST. , SET — - — — N ° ° DRIVE PIN W/C.S . TAG IN TOP AT THE E. END OF A HEAD WALL % \ FOR 3-24" CMP--ELEV. 1430 . 686 L . M1000 10. TT Elm mono P-00 MONO �011-0 . 3 - G � - cfe e/ 4 I t w ¢ \ o o Mmoo } - - - -- - -- - - -- -- — - G . 00 VV ,� l t 4 Ij �--- � . - - - - .o o m e \ - - Zy, 64 1 I S 0 - - ° powwow- 1 i } t t -�- - --� — — ! - - j t - i t - ; } } - - - RT. =¢' t I I I t I i I r7t — _/2' /3 /� /3 /6 /7 GTA7-Iat//NG /.S e,4515O aV �� �J f(jv Q �� 67 55' r•P•4c'T ao,` L/rvE n q \�` \ 0 v ,V 3 *7 ✓Aa�Es t 5'�G/V / .S.QSEv orV' ` ¢ ` `�' '• `� 20 24 23 5 r a L �� �` C f4' FU7Z/PE r�/W FUTU,PE" GY/RB a&7 L------------------ 2:/ F/GG �rL'OoE / 432fOTc �(!� E� x,/�•lo� 0 ' S/¢363 T.C. N s7 5�r cov5 �- ,� 3.4o Tc. IP P 'vciq TipN�i��y XOU 3 15.32' rl•/8' �,$ . . 4 �,� ✓ - �� xp'�� I 4.59' 6p. ?8 ,�� `F�%,v\ 13 v y INSTALL R /8 1�'. �Q y y� I�DEirJ ORNCAPPROAGN�Si f1�WO.Ca o/ � �cn�t1� SL7' I/f{R/ES' C1 � © GUG VCRT, Tf/irG �l� G�I�9 DAN i GoT �eALGW� ti N 32 Y G�.4G/s•1 A vE�! ,C-Af4P s M�'�Qv VQG e%vG/A -sv�,W�4v09V cW� TR- �2�9� W W �' '� e CC//?VE- z2ArA Kik o 1/,a��s - ( d L T \ V INSTALL R 24-NO PARK/N6 51666 v ON .5TREET Llwyr STANDARDS 56- 94 6- aQ s¢°22'39� 27a�' ��' ¢¢�' /6 3 - - - ` 3 DESCRIPTION of REVISION '� D DATE APPROVE ® 76°s9?'" 276V x'28' 2/.4 7' CONSTRUCTION NOTES � � 11A 05V AV"e-lii5 2� Wo 27/3' /3 - CITY of RANCHO CUCAMONGA CONST. 4" A. C. OVER 4" BASE. - E s'yE"ET -,5- CITY �� CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA Q ¢¢D33�J 2a�a� /53 0 X93 3 TRACT N04 12590c96 i © STD.DWG: NO. 303. � - ------ _--- -- ---- - - --- ¢¢°03'3%" lv3.cam' /¢8.4(2' 78./O' - - ' CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. o ¢ VALENCIA AVENUE G /2°/8 SZ 2/8GY> fir'85 23.52 DWG. NO. 310 . �—CONST./SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. - �__ - - . _- -. -- _____- _- - - _- - t & TRACT NOO 1 2590 49 � (�� C-QNGT 6" CURR ONTY PER CITY OF RANG-140- G-l-lV--AMGNGA STD. © N4 S 3 & 3//. T� CO/�.97'Rl1CT'/W HOMO (-CONT) /5':7/ — 301 f Q ®-coN9j• ,vRFYE /+PPf�Ytol1 Cw= �'� PSR ciTy o� RAMctK� cucan�o^ -�1TNGHO eG QNGA G E).DWG. No. 314-}- Sra owe. � 306. VALENCIA AVENUE _INSTALL STREET LIGHTS , 9500 L.M. © /f�GY>'Gb" /.pp' 3/� — �/ --- INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. z �co�T l�i°'IvcwAY wLvel;crPSR oITYov- cu�c, moMG/, 977,0.•0wc. No• 507 APPROVED 8Y ATE DWG. NO. 401 . ' 0 ®--coN9T .����+n�,r3x/°+ ,�-�7o R,6cT.�N6Ut�z ��7 Ti`�N PiP� ! /t�i�PToR , G T Y ENGINEER RCE.No 23889 ©---- INSTALL 2"X6" REDWOOD HEADER. UN JZ SiSDEW�/c 7>1/zor.�t1 044/ /3(0/< /}/uvea .�Q601.>. DESIGN M OLE AND ASSOCIATES, INC. RE M(4�ENDED @--- CONST. LOCAL DEPRESSION, CASE A PER CITY of OF SAN BERNARDINO COUNTY I3 • ,}��• RANCHO CUCAMONGA STD. DWG. NO. 518. 'TCS CONST. CATCH BASIN NO. 3 PER CITY OF RANCHO CUCAMONGA CONSULTING CIVIL ENGINEERING " DRAWN AND LAND PLANNING• SH-EET STD. DWG. NO. 504 (FOR W & V, SEE PLAN. ) _ 545 N.Mountain Ave.,Suite 105 ��1 Ire..//. UPLAND CALIFORNIA91786 �_ OF �2 :J---- rNSTALL TRAF�/C 5'7vP S'/Grt1 .�.P ciTY OF".?gNCh�O CUCAtiIoNG'q PHON9(714) qqF-094�17�87 5'729 vl�� No. A✓2 ® coN6'T. G�.cC jE5rl( / AL--R C/TY OF .PA�t/Cf,(� c'UCA/-10NGA NECKED RCE. No _� DR AW IN G NO. ® STo ,cw( 3/3. G.y GATE 8 FILE No/�� �s 92 • F. - ----- - - - - - - - - - BENCH MARK : � li t L - + - - + - { BENCH MARK NO. 96-B -- - - - --- - - - - - - - - t - — -- - -- - - - } 1 - : i AT THE NWC OF HAVEN AVE. & �1 i 1 v - -- v1 �i. } 1 c b ��nM m t t ? } t $ 19TH ST. , 44T. W. HAVEN — - — — - — 1 = } I\ t ;�, lb - -- - - �} m - (' �/ A - -- ` -- - - -- - f i—t - t t t t & 83 FT. N. 41 19TH ST. , SET f I•C 1` _ w DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL r FOR 3-24" CMP--ELEV. 1430.686 � - 7�O � � �'I� m - - - - - m0000 0000 - - - - - - - _ - - - -- -- m ki� - . \ - - - 000 -- - - -- - - - - - -- - f } o � � PI t } , J_ T + �"D/ t , ° 1 i IF 1 1 It ; , i 1 i � ' I � � 1 ' • 1 � } i Z. ° � � /\ I 1 I. . I I ly 1 -- t I i "1 + ~ 1 1 • I - - - - - - - - - i ! t - - - - I - — , T I i I I I ' t : t pR O�/LE « van r. j f HO&M 1140 /68 /69 /70 /7/ /72 /73 /74 /75 /76 0 q CONSTRUCTION NOTES CAUTION HIGH PRESSURE GAS MAIN. CONTACT THE SOUTHERN CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA CALIF. GAS CO. (714-529-2889 OR 714-529-7070) STD. DWG. NO. 303. AT LEAST 48 HRS . PRIOR TO START OF EXCAVATION �j �C ¢ CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. OF ANY KIND IN THIS AREA. '9 cax tS 0 VP Cj V V �. (' DWG. NO. 310 . /II=AO' $�-- CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO'S 304 t'& 310. �R✓/L/N�AQ GEW.4GK S�NEGYiI� 6�Lplr/ � \ Q J ,� 'xlAlS CONST. 6 CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. � � DWG. NO. 301 (TRAFFIC ISLAND PER CITY OF AVE ��� ,Q1/, G `I• y. aq W RANCHO CUCAMONGA STD. DWG. NO. 314. ) A✓ E RD -vC ha� e �� INSTALL STREET LIGHTS , O� L.M. //� INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 401. ���� 4, (� �O \�X `► �0 `F. \j D �7 --CONST. 6" A. C. ON COMPACTED NATIVE SOIL. ----SAW CUT AND JOIN EXIST. PAVEMENT. a we-6 T L/A✓E of s'Ec7-lelV 0°6oTE \� ---- - - ' --- _ _ � /✓ 13 CONST. LOCAL DEPRESSION, CASE A PER CITY OF IA no _ r7i SOUT.r/_ '/it/OLA�t/E _—cam RANCHO CUCAMONGA STD. DWG. NO. 518 . _ 39.77 7 G. ¢¢.03 T G. �( .' '(� �• NN \ I 2 --INGT'A LL TYP& "K" MARKERS' wrrH R 1 c�NS / /3988sT.c. 0< t9 �(� F ( s2.40re.. I �n � /33 • sfs M 3 .2 fg 40(oITG. 1 7 F5 I (5 M qZ 1�0 10 e \ CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. • NO. 310, 311 -- - _ r • ~ _ - ` - R•Q TiPA�'�'/c' 2 GONST. 0. 10'M/N. A.G. pAVMENT Ov1,11 Y I �D FUTURE MED. coNT,PoG /N5'T,4GG ST,QEET L/G//i�' Tc. SO. 2 Tc. 5/.63Tc. 52. Tc. EX/SJ'�1 C.ff"c'wTo �osr. EX/ST. 3&. �1P, 38 BS TC. / fL ru,�E MEG. G �' o� e r L` 3 . 35F.S. �6a /I fes?-� �/PANG T 5171 5032 F.S./vD0/i qE S/./3F.S. B� REY'EU SssesC. \ 7 � �mow•GUt�REMOVE GX/3T" PVMT. Q fie, lz / /NO LANE- . EX ST PAI�EMENT /3.o7rr) �l� o'er 5{ �F'Q] 46fo2 mac! 3 f/ n�� �' \\ 3 /Mf'ROdEME.U7,' Fi,� �O. OF SAN�Pt/.4.C'b/QUO 3977 r. A 1� �` o m s,a ��1 ✓%1, )�. �_ R� c�vr F/LE it/o, 6y9-¢ It IL G 0�1 I UI E'C/R8 GYtTTER EX/S7"E P. \ 3s- 0�0� , . ,: z t 'Q3�' ND O/ So E z , • _ + R= s o w 2rYIP R/s�� /VOTE EX/ST c�9Tc.�/ �.45'/N5' TO e� cLE�lil/E"O GY/T BY 7 - P �p `•1, '� __ O°D/`•50"E EX/ST, �P. � N _— —— --— LacAL o�PR�S.S/Or✓ co�✓�T.�ucTioN. 2.0/ . � 22S' /`� ccYt/ST 6'"A.0 PAl///(/6' To c/O/lS/S'/Gh/.4LiY5` �P SLOPE //890' //O•�' 64,72' �/4L s0 6"A.C. BET/✓ N lel T/ES� �- YER/FY OF TiPAG'.� Pim/OR TO CGK/SST. Ikj Xt Ilk NIIZ Q + � � ,, .3 � �- � � `9� �' 32• s2, �67 � `9� � ►. � =j0j �, p � OW N � h oz % � u II 32 ' 4' vx �� DESCRIPTION of REVISION O0 o DATE APPROVE em,et/E- L7A7�4 ` GVTTER II ►� I` 0� dr �U 4 R L T . A W x CITY of RANCHO CUCAMONGA ® s9 �s ¢3 ��-� 8� 8s aATl3�ijGT/ON 0e TNS G/J�'�l6fz. X ye TRACT N 12590 .� AVENUE " - HAVEN----- - --- - - _-_-_ w � „AV k �Q. „x„ HAVEN AVENUE /7014 ' O APPROVED BY DATE �- 9•-8� 4«��. /7/Azo 70' G TY ENGINEER 'RICE.No 23889 DESIGN MA OLE AND ASSOCIATES, INC. R ��,,ppMM LADED /73t2O 6s' ✓.c,�/ G�e. OF SAN BERNARDINO COUNTY .65- oz CONSULTING CIVIL ENGINEERING /73-175 70 DRAWN AND LAND PLAN NINO, SHEET Ff 5�ti /74�� 167 545 N.Mountain Ave.,Sults los /7¢fo�!/D /2.0' �C.it/, UPLAND CALIFORNIA 91788 5' OF 32 PHONK(714) 94G-0949/¢B/ c'Ciel�/L/rt/E.4.� s'/G IT/�41XG�Tft/L /7�t87,s/ /20' HECKED RCE. No �— DRAWING N0. OATS FILE No/-`�-s' 8'�2 , - - - - - -- -- -- -- - BENCH MAR - / 3. _� - -- - - -- - - -- - - -- -- - - - - - - - - - - - -- - - - - - BENCH MARK NO. 96-B _ AT THE NWCFV O HAVEN t- �►it 5 - - - - - - - -- - - - -- - - -- - - - - - - -- - 19THST. , 44FT. W. Le HAVEN 19TH ST. , SET — — —+ i 1 i q d d I9 ✓4 4 ¢ , - - - - - - - - - - - - - - - - -- DRIVE FPIN NW/C. S. TAG IN TOP - - - - - - AT THE E. END OF A HEAD WALL h' t FOR 3-24" CMP--ELEV. 1430. 686 - - - i � - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 0 -- . a r t # - -- - — — -- — – -- – I - _4 . j - . 1 �� TTTiii 1 • • ♦ 1 ti � R 1 • � N , - � - - - - - - - - - - -- I i -V'l' t - - - I - — -- — — -- -- -- 2 - - - r — - - - - - - - - -- - - 0 o I i i l I i 01 HOR/Z• /1 40, - - -- - VERT /" :s 4 ' --- - - - - - - -- - - j -SC O / 2 1 3AG� ` v rp'40 ' VA MEADOWLARK PL. —� 22' /g vrEE S.yEET 7 30 0 OD r171 All vL wU4�� AW PL. 3s �ti. I 3/ 8 ��A� /Z- 7-1 7� �•y ,9��? �ry1� � 3 N 0 21�/• 2�� N � ` �,—J 12a�9 � I 32 a 7,9- 91 II / 29 CONSTRUCTION NOTES /8 2a is ¢s, - ESCRIPTI N of REVISION PATE APPROVE ZO---CONST. 3" A. C. OVER 4" BASE. T CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCA.'�IONGA STD. DWG. NO. 303. CITY of RANCHO CUCAMONGA ` MEADOWLARK SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. PL. DWG. No's . 310, & 311 . . /NSTALL T•P.4F.c/C STOP 5/G>V•�E.P G'�TY of ��iMCh�O CUC,4MONGA � TRACT 1010* 12590= 1 `,r'TO. ,�dt/G'' /VO• X02. _ _ F UGUSTAA DRIVE' " _ AUGUSTA DRIVE r APPROVED 8Y DATE CITY ENGINEER RCE.No 23869 i DESIGN M40bLE AND ASSOCIATES, INC. R%gM ENDED OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING f{ DRAWN AND LAND PLANNING• SHEET 545 N.Mountain Ave.,Sults io5 dc/y UPLAND CALIFORNIA 91188 49 OF 32 P N N 9(714 9,W-0949 NECKED RCE. No 1¢61 DRAWING NO. G.y. OATS FILE No/267r-s &�2 1, - - - - - - CH MARK : t _ t BEN 1 t BENCH MARK NO. 96-B V. - AT THE NWC OF HAVEN AVE. & - -- t - -- --� - i L- =- - - t— -- -- -- — -- - -- - - - - - - -- - - - - -- - N.} FT. S. SET D � � � 19TH ST 4 F HAVEN -- ¢ � � � t i � & 8 3 FT ¢` -�-- -�-- : --�-- - t- _ --�=�i�� W/c. DRIVE PIN S TAG IN TOP , AD WALL - -- - - - - CMP--ELEV.E1430A686 AT THE E. END OF A H �° FOR 3 24" + ; 1-7 � M p I I 1z 11° - - - -- - — - -- - - - - - - -- - V . -- -- - -- - I - - - - - -- - - - _ - - - - - - - -- -- -JT `V 1 o m 0 -- -- ' ! lQ - - - - - -- - - --- - - d �; - - - - - - - �W t , ' } -- - - - - --- - - --t ' - - -- - Q �I - - - }G' • , - - - - - - - - -- - - - - ie Y L 39►7� o ( ; , { 1 tt , t /.. _ # 1 } BERT •¢' O 7 8 9 /2 95.'72 069 a 2• y , ��, 33.4¢rr ' ..3• o Qti CONSTRUCTION NOTES n q 4� �4�� �/ ��� '\ �L� +� ©---CONST. 3" A. C. OVER 4" BASE. I� a-- CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA ."/� STD. DWG. NO. 303. 7-4;r- /v0, /259D-/ 21� G �% `Q` C� 4a-- CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA STD. ATA DR UGUS . 7yti,:j �� 2 h ��• DWG. No. 310. CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. ' 3 2 S NO' S 310 , 311 WITH 45 ' & 60' STREET SECTIONS.. _ CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 6 A f Q "7� ,116' Dw� DWG. NO. 308 (X=31 ) . 3 �p k/ INSTALL STREET LIGHTS , 5800 L.M. W" EXreE VEV MAST. In s; / �R.�� �� INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD . ``x lk n t� 6 , / DWG. NO. 401 . CONST. LOCAL DEPRESSION CASE C PER CITY OF 47#1 `I ,�C♦ a�, II * / Ax RANCHO CUCAMONGA STD . DWG. NO. 513. CONST. CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA 25 W 26 z7 2$ �9 �� y .•..''• ' ' 3,d� STD. DWG. NO. 502 (FOR W&V, SEE PLAN) . T� 23.1 4 �r•6j 2 2� - � V•� sSr �'c• �'i OA7A- ' 41 II �� 38GY>' ` I �ay� �t _ 2/.9 53.x9 - 27 a �� � s - (�,d� / 8 u. 8�� ' 9 (� 2 8 © �2 /5 38 GY> �"/./8 -W,572.1 a nj�/ ►� O a4 `�- J 30 29 © /93°/moi'/Ba 38G�J' /28/B �CB , �� � •SrctQii� 3 / � 32 �j 3/ �� ... y 3 moi/' RIPT 0 �. : • • �I /03 /6/8 27Go ¢8�'7 0 ESC I N o f R EVISION OAYE 1APPROV i d / ' ' � 27. 27.G� v /2E.4S�,yE,vy- --- 0 CITY of RANCHO CUCAMONGA M ADOWLARK PLACE237 24 23 1 � I 2 � �i � I ( mu j0 5 '/826'.3¢ TRACT NO. 1 40 ,� �( G 2 • s 2X172¢.5/08 2072.05 / & TRACT NO. 12590� 5 9• d 0' 0' � EGY�E'OF GUTTEiP [. �°55'/¢" �2✓�.50' G'�6.¢7' /5¢.S¢' - , 491572 1A4F �?O. PARKSIDE PL.J 101c �i \°► Q. g ���0 '� �' 2 p 0 1\ \ / / / ¢5t3.`�D 3G�7o/ /6/.07 MEADOWLARK PLACE rr • ., - :. ,, //°/>'S7 ` /02.GY� 20./2' /O.09' 0 8¢'22'3�l" 2760' A�7G' 2��7� A Elf-cf.g PPROVED 8Y G ® 8¢22 39" 53.9•¢ `s/�' GTY ENGINEER RCE No 23889 1� V /032852 58� /OV 7s' 73.5¢ DESIGN MADOLE AND ASSOCIATES, INd. RE(;OMM NOED UNTY O2� ` �J.C.itl CONSULTINGIARD INO CENGINEERING AND LAND PLANNING- DRAWN SHEET l �1 545 N.Mountain Ave.,Suits log UPLAND CALIFORNIA 91186 -7_ OF 12 P NES( 14) 946-99401 NECKED RCE No /¢B/�_ DRAWING NO. DA FILE N o. t / L 2 w. 2' 0. - - / 3. 77 O.C. L - - - o 76 t �, - � s - �. 2. m 79 7 ' v c BENCH MARK: - - - - - 1 - 3 - - - - a eJ e -1 c; w IA'-76 - - - s- - - - - - - -- - - - 1 - - 7= �' 2 - - - - l90 0 O N ATNTHEMNWC OF• t HAVEN AVE.. & - - - - - - V- * f 19TH ST. 44 FT. W. e HAVEN T. TH � � ; m n1 4 m �• < o N ,� m - - DRIVEFPIN Nw/C.S19TAG SIN�TOP T - - - - - AT THE E. END OF A HEAD WALL © ° � \ firN � � N � S �, � nl � c � � 1•m m nl m � c FOR 3-24" CMP--ELEV. 1430 686 p, � o � t3 °� - - - - - -- 72 w 1 -- - - - - T - <72 -- - p, , a ^ - I - - - - - - - `N o cr .� ,, fi- - - p - - - - - - - of 4101 V -11 4­ gm - - -- - - - `i 4 a f - - -- I. -/8 3.8o L - .6 Ji 2.110 3Nhi Vol Oman N r 4 3 .9 FJ r2/. l P c. t �'�Eono f ( 1 m ' i � • uuppjo- 4 ° \ ; tMONO o I; POO POW 00 4-1;tl- - - - - - - ON qY o b I r t w t - - - - - - - - - + � - I 41 E - ? } t i O �� / 2 3 4 5 <0 7 8 9 /O o too.0 P.9.P.�ls/� '-O t 7�.oo � ME'.4cbh/LA�P•E� f'L. �% � � tY1 (! �. // -f� /VOTE• ELEkA1 r1a�t/.5 A7' &.W. C.6. ARE BAMS A3 ,g.E. C:8. if o. m � �� ,. - � �� "r . . . t , 1 12, 2 P r� � 13 21.22•t 2 r7�Ft,' _G . ¢. G•,,rn �16 psi ���i= Y' ' 1319j' 2� evUF �clarreR D �',;��,I ' �, �. G� AcE O o 9 l 3� P� c.�. It CURB FACE' C L O V E K CT °� �� �' 2�'�G•�p��� Q Q� �E �� �' ,�Q e -g s air /6,5, T►'1° 1322 2 7 `C �6 s' -.\,` ����r� ,' ' Z�F�. . 7k. � /2590-2 rn 33 _¢o ZeVAL GLP�ESS/Or✓ ,OE'T.4/L �� •� a BACK O� S�LL=Jt/�1L!! 6 v I m + /3 , \ _ AK PLACE OyER�LOW E OETA/L � I�`v N(� .��c \�t�!, /T�P0.2/•�.21•�� 5`�E C'f/�EI- �� �•J A •'� � � 5a� ' �8 . .:•�• ' 8 3 Lf 4 3�07' d� $ rq.A161 /2590-/ ► . -� 2 ( �' '�� �� ~: 96rc. p •��� e5�¢z"EI AAAI, -► �j.52 °1(2 -� - - --�-- -- _ _ 3 n/ - 39.4 R U, (I �- oArA � � � \ �• � �, 6 I, ryo � c� � R,��,T J � �9� 32 32 r �,, � , I o' CUT 3 'b t� h� N N II I2to C vj L 7' - °Gfo'3,�i " 2GYJGYJ' 22728' /27.68' \ m'ah� v 3 �O' grc. pP� :..-:.:• • i//` � ' O 25 � I B 65°�•'36'� /82.cam' 206.'82' !/G./l' C� � c� � // �' � •' o ` .6 _ .. • 6 i pRa�s'E 26 O ¢ • u r r i 6, 87,x• - - 2B� r Gam' G0 8 3 9 8 � 8 2¢7 7 . . © • ,.. CA� �gs- 63 . ��n0 �� � � 27 � I web /2 '62 63.¢¢ , oevv a 49• `" , 28 ' 7 °o¢'o�" 782.x' /23.77' G °0¢'07" 818.x' l�!¢7' 6¢87' 3 ' � �' 229¢rc. � � , f3•y' d5 � 3/�. � Q�� �, , DESCRIPTION of REVISION G f� p� GATE JAPPROY I I777'.011 y ,3J 3� � s����R`t/it/ � y�,• 0 A � � CITY of RANCHO CUCAMONGA x G Z p. X� J l `q 5EE C.B. � OI�ERFGOK/ ' /.5°28' 0" avveno ' 2/6'//' /0272' / OErAIG AHOY /6 - - (� o g � � •� TRACT NO. 12590 1 85°i5's8" 27�' ' 86•' � � , BB°37'33" 27GE7' � CONSTRUCTION NOTE - --- - � s�7' & TRACT NO. 1 O $ 02 Uro 8/8GY> 7188 3 CIS CONST. 3" A.C. OVER 4" BASE. 6°2¢'33" 7S2.Gv' 87.¢8' ¢378' �D CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA 4@-caysr. LOCAL OEPREss/ON cr-ISE C PER Cirs� s STD. DW /VO. S/8. . . - - a a Q-- PARKSIDE PLACE P 0°2¢'33" BG .4:5v 811 44.79' A-6-AA f/�p �Gq7- �� STD. DWG. NO. 303 . PARKSIDE ' PLACE �� �-- CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA 6 2¢ 33 8J8� 9/.rte 45'� ��L !s/ ¢ STD• DWG. NO. 310 . CUCAMONGA STD APPROVED 8Y ATE zl Lq-S �MoorPA�Y� CONST. SIDEWALK PER CITY OF RANCHOCITY ENGINEER RCE.No 23889 DWG. NO. 310, 311 WITH 45' & 60' STREET SECTIONS . I a-- INSTALL STREET LIGHTS , 5800 L.M. wt•n-I l:XT�NoEo MAST DESIGN MA OLE AND ASSOCIATES, INC. M ENDED INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA ��•� OF SAN BERNARDINO COUNTY / CONSULTING CIVIL ENGINEERING STD. DWG. NO. 401 . �-- CONST. LOCAL DEPRESSION, CASE A PER CITY OF DRAWN AND LAND PLANNING, SHEET RANCHO CUCAMONGA STD. DWG. NO. 518 . 545 N.Mountain Ave.,Suite Io5 Q CONST. CATCH BASIN NO. I PER CITY OF G'"FB s�,TC'•Al UPLAND CALIFORNIA 91786 y \ OF M� H N4 71 ) -IAG-2149 RANCHO CUCAMONGA STD . DWG. NO. 502 (FOR W&V, SEE PLAN) . HECKED RCE No /`9/ DRAWING N0. 16 <Oo e W CH OAT I ENo. 5 PW CITY OF eANCNO CUCAMO"A STD. oWG. l b. .�04. Gh! DAT 1 ti FILE N o/26 ars X32 • L , ; ' I •r�Q rt! I ' � I si3' L=6 . 8 P�t/ /336 r ` t - _ BENCHMARK : r _ - _ r 1 f • 1 r r • } � t/3 BENCH MARK NO 96-B I - L 4 •5 L1 1 i I t �(jd AT THE NWC OF HAVEN AVE. & �� -z -fi - t 1 ^ } t t } } } ._ « i - �— _ 19TH ST. , 44 FT. W. HAVEN r-- 1 , , f I : I V t - QCt r — ' / - - - } L } _ t : -t . t i - t --� - 9TH ST. , SET t } / } t Q,yy+ • & 83 FT N 1 / DRIVE PIN w C.S. TAG IN TOP -1 ! AT THE E. END OF A HEAD WALL � i 1 FOR 3- 414 - CMP--ELEV. 1430. 686 Q G c f « . VVV I + . • r r , • � r r I } i — - - - \ t t x I I r i r r r , I E It-4 --4 W /• 1 I ° r r } ; 1 r r f t , r • r 11\j I TI pe 1 I I lU1 0000 :/ ¢ .fit / } r f ! f .� t } -- -fi- } - t , •� t � I � f , ;N } � - ! - } i i t -}� L t }• CPA { , tN1 VA t I 1 I 1 m ; 1 � I j 1 t�1 � � N � � x � i �- o• ; I , 1 - I pow. - - - - 00, C7 L G P.PoF/L� t t i f ; t t } - - -- - - - - — - - - -- - - — - - t t t f/E�PT �f f i /O I 14 YR . /2590-- 2 8 PARKSIDE PL. ,: r A'0 -- m VIEW DR" GSIDE N GP'�� . NORTH �- � /0 C • MORNIN - . - = ` sE� sT - 97 0 W '" Lo �27"�� 3 'r� _= 0t /7 — (9 — P.Ebfda'Ev � 1' 3 ..•,.•.� � � _ � 5.87' �; � � i_: I ''•• � 2•�� `A {� �y.74 N65°02'/8'W _ � � -44 N yP ¢ ., 1an� g K 4 ate 5133 ��. ?� I 6.1� #9/rte, LJR.t 24 y� O _: 4 I Via? •� $� '�l 5 2¢`�` 15 E i z7 1 y r 33 s A! c• • • '.". � � ��- I .3 i69 T`' y �// .�'• L '�y tio-fs. S:' S2' � 83� �2ss c • 1\ �� I I / , p 7 — 1--— — — 2 f _ 3�rc. f ya 7 G ` coE 0�D•GIC /n rc to - - ',re 1 r39 tI F '�f� 4/62 3 4J 4.553 rC.. 52¢0 Tc. f0'/ �' 28 ¢�56 ��E. k ' i moo/ 2 G U N I II V 26d6 ,. _ 25.7/ ` 5"O. 6¢9/' _ _r'• 33.23 /�4/' 9 ,�J aQ � , 30 X03' — — 5'043 .�"'r I 24 23° Q y 22 /5 14 /3 41-4 3 !/ 10 9 y Q � o W � e Erb 0 �• N�►. SEE S cu,QvE aA7 30 pARI{SIDE PL. 77?. /26'90-2 v d Q L T 7R. 12590 -3 - m � � ® 920¢2'08 , 27�; ¢3�g' 28�, CLOVER COURT � � PARKSIDE PLACE my � � © 073¢ 27� ¢/53 26,3 \,0 m 0°20'30" 8�aV' 4e 77' 2.019 DESCRIPTIONof REVISION . 4ATE APPROVE ti 9°�'"2�" ��' ' g�'gg.ong6¢'g' s '`' CITY o f RANCHO N C N O CCONSTRUCTION NOTES � ,�� �i , �-- CONST. 3" A. C. OVER 4" BASE. 9°/0'.52/' 7B2.cb' /25.2/' 62.7¢' �— CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA ol3°2¢'sf0" 27.Gb' ¢¢02' zg� ' TRACT NO. 12590w2_ STD. DWG. NO. 303 . a—CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA ��^ STD. DWG. NO. 310 . ® ° /i� QC C/�' /3¢ 70 (a7.5"� � E 3 ? & ' TRACT N 12590w3 3 '? �-- CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. l 38 5"/ 194vJ /37.7¢ X9.03 �� �� DWG. NO. 310, 311 WITH 45 ' & 60' STREET SECTIONS. D /9°.53'/0 I Q)1 -- CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA °02'2/..5" 38G2�' �0S'685' ¢¢.52' /1 (D' �j �2'G"�j� G n n h PARKSIDE PLACE CLOVER COURT � STD. DWG. NO. 308 (X 3 ) . f� /05°Q7 GYJ" 38.cr�' 69.G¢' ¢�52' �'� �h P'G �'��'• R —INSTALL STREET LIGHTS, 5800 L.M,,WrrM EXTENDED MasT ° , a , APPROVED 8Y ATEt/-9_g,- �/ -- INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA /✓�� //2.GY> �J.32 /¢ 75 STD. DWG. No 401 . LGL^AG G��4E5`s'/ON �'4/G GTY ENGINEER RCE.No;23889 T.s DESIGN ADOLEANDA ASSOCIATES, RC�0114�ENDED I4 CONST. LOCAL DEPRESSION CASE C PER CITY OF •�.,� OF SAN BERNARDINO COUNTY RANCHO CUCAMONGA STD. DWG. NO. 518. CONSULTING CIVIL ENGINEERING I)---- CONST. CATCH BASIN NO. 1 PER CITY OF RANCHO CUCAMONGA DAWN 5 LTINGND NDPIANNINEE SN�ET STD. DWG. NO. 502 (FOR W&V, SEE PLAN) . 54 N.Mountain Ave.,Suits toy p� G:,'8,� cTC•,V UPLAND CALIFORNIA 91788 / QF �2 PHONE 714) X146-0949 NECKED RCE. No /'¢� DRAWING NO. Gy DA E B ti t FILE No/P6-m--� 892 G=44.17� - _ - - - BENCH MARK : - -- - - -�-- - iW2 . lII o BENCH MARC NO. 96-B -- - - - _ / 4 & '8 •� - - - - - Q THE NWC OF HAVEN AVE. & n -- AT - - _. - �' Q 19TH ST. , 44 FT. W. e HAVEN ' U qj • N - - - - 1 TH T SE & 83 FT N � 9 S T V. - -- - - W ` DRIVE PIN w/C.S . TAG IN TOP �- - • ,3 u p� �� - - • � -- AT THE E. END OF A HEAD' WALL _ FOR 3 24" CMP--ELEV.- -- --+ - -- -- - - -- - - 1430 . 686 /� 3 = 3 0 4` Q - - qJ = R i N 4. m - r � s - - - - - - - 97. IND 7 • - - - + - � - - ��t ' • rte � � - { t` I f U x - - y I I t t - - Qm _ = O• _ - N N W 1 - - 0- _ ! X25' O - - - - - _ - -- 1 • � } r - - - - I . - - - - 2¢ 000 1 } /Z-00Q - - N - �j _ CUTS off XAS6 71 1 woo Ile - - -- - - o iLn o - a 1 j 01TOrX C 1A -0 WIN OC.ALs- / .34C� /y o �.� 8 ?��1' ¢5. fe \ ,� S�a ��9�� U ' '`?,11 Ri��' ' f O IV 60 � � N / � �y��2 33� 3 ,• i o � � �. a�5 -- � � �•� �T.�- � Fes, • :� ►�t�o° /D N m '�8, � c� �°• �s a4 4 s x �� � yI'-vv- t4 vj 0 . ,� �r Q 58• •:' / � � • ' ..• ' in y�N .4 lei •O� 75p' 02 - I¢.O� �• Gas v A: `iZs� ;• g �\ p• TfZ. 12590- /�''f ••• _ 'C - gs.73. •52 , �•�; •a £ 1 3� 3rG 27Z7 :I 6 N 6 I 8 � G �.� ND/'O7'ist2^'c- 6`�O Z1•'�Q rG, � ,/ 28 L'c, ,C� °l o U � � ° @I��y 7R . /2590 -4 s E p °� U /G bv� ,as fs 5,45,00•W y rc 219 �� 3Z� S/c!E �. �� I 22 01 c uFR vie CA 7A Q R L /, by � o NORTHVIEW DR /0'00'00' /02.00' /7. 80' 8.92 ' 48.06' .s9 0 7�l8 "� 57. 00 58. 98 32.44 N 59 /7 /8_ 27. 00 27 . 94 1,9.37' •cb c+� -ytis •�,! / E 2$°25'4.2' 755.00 ' 33S•ce, /70.3q•' • vest ? .� / �� P /9"'2027' 666.SO ' 224. 98 //3 . -G7' IV V ?jam G 08°O/'S/ " 666• SO ' 93.42 4G. _79 ' o,.R p '� (D s, ` �� H 27° 20,10 , 666. So' •¢O -,/62.30 ' 4 a/8. _ 25 °/3's9° GC4. so' 3o/•4s' 1,93. 2/ ' CONSTRUCTION NOTES J /9° 20'27' 648 • SO' 2I8 9/ ' //O - '0 13° 29'030 /02 .co' 24.00' 12 • 06 ' W L �- CONST. 3" A.C. OVER 4" BASE. 72°52 '55" 58 . 00' 73. 7$' 42. 83 ' �- CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA DESCRIPTION of REVISIOt�t' �,� �� \ ��� y ,,k�� � c,�s•� DAYBREAK PLACE M S 7°2733" 97,00 .57. /6' 3/ . 24' STD. DWG. NO. 308 . DATE APPROVE 57° 27'.x' 27. 00' 27. 08 ' 14 . 80 �- CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA ' " - STD. DWG. NO. 310 . CITY of RANCHO CUCAMONGA 0 07 /2 56 737. 00 92.8/ gG • 47 08 °/0 '06" 737. 00 /05 .07' G2. 62 ' © CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. Q /023'/3° ' ' DWG. NO' S 310, 311 WITH 45 ' & 60' STREET SECTIONS . - - - - - -- ----- - -- - - _ 737. 00 /33. 6/ GG• ?,?I � �• .vz \ -` � 7O•-- CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA �4v R O/ 35 S/ 7,37.00 ' STD. DWG. NO. 308 (X=3 ) . " 20.5,9 ,o. 28TRACT NO. 1 Q s 27° 22 'OG" 737.00 ' 352.04 /79. 45 ' �- INSTALL STREET LIGHTS , 5800 L.M.,WITH EXTENDED MAST T ° �+ (° �-INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA - -- - --__ u /3 23 /02.00 23. 33 72 & TRACT NO. 12590= 4 O¢°26'Z¢" 7/9.00' S5 .72' 27 87' � STD. DWG. NO. 401 . � CONST. LOCAL DEPRESSION, CASE A PER CITY OF - - QV y 93'4342" 27 00 44•• / ' 28.82 ' '� RANCHO CUCAMONGA STD. DWG. NO. 518. Q r�` V w 93,140 43' 2T 00 ' 44 •/7' 28.82' (� /o(�' -CONST. CATCH BASIN NO. 3 PER CITY OF DAYBREAK PLACE ,• i (v Dc co X 06°a1'30' 7/'?.00' 83.55' 4/• 83' RANCHO CUCAMONGA STD. DWG. NO. 504 (FOR W&V, SEE PLAN) . I` APPROVED BY ' h� �'� Y //o 24 0911 /02.00' Zo•�I Jo /8 ATE Y-9 8J Qty Z /09 q$ /s so•a-� . /S 82. s3 GTY ENGINEER RCE.No 23889 4� 90'00,00;' G7.00; 8 .s41 x7.00 DESIGN MAD E AND ASSOCIATES, INC. I 0 QC 90 ori ao 27. 00 42.41 27.00 ��.IV OF SAN BERNARDINO COUNTY R fbO . I&ENDED U _ CONSULTING CIVIL AND LAND RING N-EET p DRAWN �� trti.ccr' N 0 545 N.Mountain Ave.•Sults toy p� 0 G.�•� I ✓JC- /. UPLAND CALIFORNIA 91786 �� OF �2 , ° '`� HECKED HON9(7I-- -1,W-g!949 RCE No /'¢B/ DRAWING N0. Gy OAT ti' T FILE No/n'-722-5' 892 I r --- J I BENCH MARK: i BENCH MARK NO. 96-B - AT THE NWC OF HAVEN AVE. & -- - - - - �?. -- 8s _ - - • -_- - __ _ - 19TH ST , 4 4 FT W .e HAVEN - -- - { _rj - d DRIVEFPINNW/C S. TAGSIN,TOPT i } is XI AT THE E. END OF A HEAD WALL FOR 3-2 CMP--ELEV. 1430 . 686 :PG 00 44 a Q y } o {{ a I TNil I ID f % \ - _ - ME La - f, I — ° $ \ ! mftft za JI _ 1 I ' O.0 2, L ICt J. (5 ! GT f 1ool , t , O T•r?. .t T,e � ) NA STD 4!O.PA/�t/ mPL. P�� o � 27 28 29 Q a 30 Q �. x o ,0,7.��i✓ ( � NLA �i � � � � k o �\ � 3 N N $ N `� 1'' II� I ° - 62T 41.22'-- 3� _ 9 /5 /6 I /7 ` 1 /8 / 2 X `�� ^�D (�� ►� �� •moo, ` ,ao C5' g� R.R` m ¢ S k /i 7 ' ' to °�e 9. c,• 3 mss-- G 4 � 0 ��` � N W � I 8 61 �i~� Z m � sb.22 N �•.�' � �► � 2ti� �� � N � l 'Q��l� ,_r /4�4, _ A WV - 29.00' 2J•02' 46.00 i-- SO 00"- - 0�,-__ Q U I) M �� ✓r , "�� O 3t22 43.� —__ � - --- ,�. -'— T4•� �'7� ''6.6`�'' �/ Q' I I� \� '•' �� N 8 6V hI�•r r 6 � P � �q ! c� /`"� %7 4� � � � 8• ' � OPO, 81°! �' B sr `V � � / / .��� / Lx �•� '' /6T'c' •` .c. D g� � rte, (i � ��2Tc. � �� i �rG ��:':. n1 aP �• � .9irc. 3 �' � 3� 9 �• � -� ��'z_ �r ,8 4��� C N�9'S7'08`W , � ��Q' l �/ ¢ l3 / ., •., 4•f .s. s 3 c —_ o ,'.• ri•3� ?9.� ,� 4s _s, � � `J� / \��� 2 s``'�� r` / l ✓8B'67�'� 6s T _ C 8 7.7q T.G �(1 �j �i QQ ¢7 �-'sZ.G6` /.3 ¢ 0 uC" �y' K . V /�G \ / \ ? -�'0 --'- -- - -S!.0y7 $ SSW , �\ / `/VSs �' <C s � N � :��' •.�. .� ' .3. - -_�.i5 ��\ 'V �l i� �� •� � (9 C �� �� r /� �Os� � 1/�C,QG, 'P,ci�e-P -1__ - �f P,W, s�sr9 �u �� / V l� G SWE 1 ORA/M � " • t c- \\ <y .3G' � .�ti�p -P /2 I Y = � A olu cl 'V•4� /B y / o, -�,� �s'�� ` o X N �0 3 ,LCL �' ,�% `7 \ i� G �� i� �sox�� T,Q /�5�0 �► ,I� pL SEE _el ' NORTHVIEW DRIVE EVERGREEN DRIVE .DAYBREAK PL, Q R L A /0°00'00" /02.00 ' /7.80' 8.92' A a �° o'i9" 382.00 ' S8 93' 29 52 ' •9� ��• - - DESCRIPTION of REVISION PATE APPROVE c oa° 0'/9" 400.00' 6/.7/ ' 30- /I LGI �`Sjd 9 CONSTRUCTION NOTES 08°s0' 4!8 .00' ¢ �' z.3/ ' CITY of RANCHO CUCAMONGA 41,6 -00 , /"-5sg, .5c- ,481 I( !G• G. A� 400 .00 ' !69. 75' 86•!7 ' `1 G� '} 4j .r' f CONST. 811 CURB &VGUTTERBPER•CITY OF RANCHO CUCAMONGA 82. �, c, Q. � � � a�----- 11 TRACT NO. 12590-4 G °/8'54" .382. 00' /G2. !/ O( �p 1�p•�, 0'` ,(p 0 h G. ,�G STD. DWG. NO. 303. H 84° !6 '05" 27. 00 ' 39 7/' 24.4,3' cuRB AC Q OPG G�• �G �G �• CONST. SIDEWALK PER CITY OF E2ANCH0 CUCAMONGA STD. DWG. & TRACT NO. 12590-3 ,� I 25°28'33" 373 • 50 ' /GG• 07' 84.43 rA-- :• .. ,...,:,. Q' - ------ - _ - �' NO 310, 311 WITH 45 ' & 60' STREET SECTIONS _ ° - -_----- /- ------ i :'•':: IGS ��0 n INSTALL STREET LIGHTS , 580'0 L.M WITN EXTEWt�Eb MAST p J /o0 22 /2 ss oo /O1 • GO 69. sa • • ��1 0hh �2 r '�� �— & T RA CT�f N O. 12590 K /7°.33'56 ' /U2. 00' 3/ • 2/' /5. 76 ' G"B� A/_ 2/� R �� A^ f I, /f INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. - �� DWG. NO. 401 . PER CITY of NORTHVIEW SDR. L !V° 2! ` l7"'- 007-50 60•_ 19' 30•-�B' 6`O.C. J9—OC �, /30----CONST. LOCAL DEPRESSION, CASE A EVERGREEN DR• M 05' 57. 00 ' 83, 83 ' S/. ,56'_ 2 3� /46�0c � RANCHO CUCAMONGA STD. DWG. NO. 518. N 37_°39'.33_ " .355.50' _233 •G6 ' /2/.23 OC OC /05�G. �-- CONST. CATCH BASIN NO. 3 PER CITY OF APPROVED 8Y DATE -�I gs /7° !/ '44" 355.50' 106. 69' 53. 75 V r�. sO.0 RANCHO CUCAMONGA STD. DWG. NO 504 (FOR W&V, SEE PLAN) . o GTY ENGINEER RCE.No 23889 p /9°/5' /7" 355.S0' //9. 47 ' 6O `�` G ©---- CONST. CATCH BASIN NO. 1 PER CITY OF M LE AND ASSOCIATES INC Q O/° /Z '32" 355,50 ' 7. 50 ' 3. 75' RANCHO CUCAMONGA STD. DWG. NO 502 (FOR W&V, SEE PLAN) . DESIGN RE M ENDED �. ��,,y OF SAN BERNARDINO COUNTY S. oL CONSULTING CIVIL ENGINEERING -E r ; t r' �' DRAWN AND LAND PLANNING• SH-EET � n1 545 N.Mountain Ave.,Suite 105 X X `I/ GHQ UPLAND CALIFORNIA 91786 �� �F �2 PHO E�(714) cl�o-2g4�'1/¢BI NECKED RCE. No _� DRAWING N0. LGY�L ys'7A- 1Z (g.// In—g ti FILE No.�62-s 8y2 41 I I � c i �► ��, _ . - BENCH MARK: - t t } - - - �- ' /.Y. 2 - _ BENCH MARK NO. 96-B i t /. .- AT THE NWC OF HAVEN AVE. & 1 - H� 19TH ST. , 44 FT. W. HAVEN } } -- -- - - - - - -- — O & 83 FT. N. 19TH ST. SET a r DRIVE PIN w/C.S. / AT THE E. END OF AAHEAD WALL +, t' t } i FOR 3-24" CMP--ELEV. 1430 686 IN d N m o 8 r\ m \ 1 : } } - - - -- } i - �� 1 1 Z 1 f • t ° - -- I f- °° \ A1,0 jr i I - -- -- - - — - — -- m L J c. 1 ! 1 t i •7 ' `V d r ,��// '114 4 d Q /Tl d { f 44 - -- } ! I - 2 � ° - - � hl '1• d' \ ` a 3 - { _ } — _ A - .yob/Z. /"- •�o - 4 5 O T,Q• ,Z 4 o DRA DAYBREAK PL. 5.90 .s �DV 1 L f / ''�O ET A9 - `opoGgA l3 s� s>� �'9N 1259 INC- 0 / ^ 8 20 2 } � � N J II 'P��. 5-A16. .� � ��� � � 9 ,. � .UE � � , �� I ti� t6 Q 2/ �� ��- �sw.E y 3 �. � I----s � yP _ 4 o,ss � ZAN ER/NE PL. �, 0 5w� ,, .y ,� 11 t - - - - - �j3�1 s s 2�. 9�`�0 3 U r All Tc ,y2 2 r'q.o00-Cwl #VDV/EW OR. �I �'� , � 3 /O � 3 �D �3�� �` ��l .� �� �/Op —�_ 793' — G 9 + moo¢ i 6 /�' r ° 5 �G 1� II ( 4/./¢T.c. ¢/.B9TG q F5 4/.83 r I I I I 2 AA / 3426E 3,/g o i r q l S � I 47 y % rc. �'� 3 �2.k�' ✓�s' S/ / foo:oo W STWYNO G�Z. �� � '�' � 42.4¢rc � / �2 t79•¢3 E / �� N 76 58 O¢4101 W �1i op i i6 - i A�• � , - = 7{68.-00 ,;6 WBS TW/ND p1R. �. i Ti�I NGER/N,E P� I i o DAYBIAK P[.. I � $ 3 i 00 I ��1 —_ �la� sy '� c� '`'U� `_ CSA . ' K ►� �; � 0 +. �`s�y �/2 3 G 2 �� 0 —- rias': 14-0 ( / m R /7 9 4 /7 I ,� r5 0pt ro 17 6 W7 II I� I TANGERINE o DAYBREAK PL. ' T sEE A I�I �TWIND DR- ,., 634 r.,4 WESTWIND DRIVE CONSTRUCTION NOTES DESCRIPTION of REVISION d R L 7' TANGERINE PLACE - 4ATE APPROVE 24.07' /2,09' 0---CONST. 3" A.C. OVER 4" BASE. O O---CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA CITY f RANCHO C 35.57' /7•&j' STD. DWG. N0. 303. O ?O°39'08" 487.ca' /75.5¢' B8, 73' ®--CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA TRACT NO, 12590- 5 46/.x' 22.22' /3¢.93' STD. DWG. NO. 310 . (i CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. & TRACT NO, 12590-6 g832' DWG. NO. 310, 311 WITH 45' & 60' STREET SECTIONS . °59'04" A��-6w X8/0' ¢ .23 ' O--CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA O 37•�l'33" �9.Go' 34826' /593' STD. DWG. NO. 308 (x=3 1 ) . & TRACT NO. 1 ,2590-4 9O---INSTALL STREET LIGHTS, 5800 L.M. WITH EYr5NDEO MAsT: - © 8¢'S8'3'l" 27CY,' 4oc4' 24.73' ff INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA TANGERINE PL. WESTWIND DR. 0 STD. DWG. NO 401 . 87'50 '38" 27�' Yc%r/'r' 2¢/3' 487.6V' X4.03' 2203' APPROVED 8Y ATE -1 ,8s CITY ENGINEER RCE.No 23889 DESIGN M OLE AND ASSOCIATES, INC. RECOI&ENDED OF SAN BERNARDINO COUNTY P�cb .�v. - CONSULTING CIVIL ENGINEERING AND LAND PLANNING DRAWN 148 N.Mountain Ave.,Sults 105 5/2 T 32 ✓.1-i(//4pl__.9 UPLAND CALIFORNIA 91788 OF P N 714) -IW-0949/¢BI HECKEO RCE. No � DRAWING NO. Gy DATE - FILE No!M'��s b�2 Ilk �2-4 1 1 'ef. BENCH MARK: zBEN- - - - - O _ M - - -- - - - ATTHE MWC OF•HAVeN AVE. & - - i Q' _ = - - / s 19TH ST. , 44 FT. W. � HAVEN -_ - & 83FT. N9S 1 TH T. , SET (If I4 �¢ ¢ ¢ 0 ° /, — _ DRIVE PIN w/ .S . TAGIN TOP C� tl ,v M - AT THE E. END OF A HEAD WALL 000 FOR 3-24" CMP--ELEV. 1430 .686 All CS p • �° - _ G i �� , M G _ © \ 1 • woo Poll as • ' 0 0 a \ �► 4- - — - � C. T , 1 1 1 1 1 1 1 m /. Ilk o. y V 3 c of o ` N E NJ - ° - NK 00 a G9'fv I � 4 �v fGR // xoo E� AJE ` y 3� ► oo F \ �,g S 4 — ' 6 . W�,� 8 9, 9 /o G��CI\ (�'Isk _ `, W , � � o()' (� 1� 1 �j `� 11 /� ` 44. " x = � � � 1 i !� 0 O� \ /� �� � �� �� •fir s{S2Src. �" p4f�. a ¢�— �f/" ,� i Al ' �3 e2 . r;:•:•••... �'� 1 ' s 7ti �N� �¢��6• S 2y� 3�3ir �r l �` \ '3 �� �\ '�`' ` ��"��N�°s7oa_w 5 I '��✓7is6� �s3� c� / 2.27 ¢ �rr / 100 AW Al � I m� I a ��y �� a� � �M• � s ctjoTI � 0 / 2Q -11ti /35.a�GTC. P31C1 3 G _ u� V N 2� & 2� -�'m �� `4T LE,c-T T/!/5' S.yj- N • F ' /� MSR�I�N��� •�� •c _.•. : .:.. .. ... , 5 w m 5 - - --- 0 I �� SUMMERFIELD � 4 '29 27 ,� o 32 �►� 30 ,I 4 28 _ DRIVE TANGERINE PL. L4- � 7.912590 GRANDVIEW - 3 y. CONSTRUCTION w � � SUMMERFIELD PLACE b v�4LEi(/�j w CONSTRUCTION NOTES DESCRIPTION of REVISION -- DATE APPROVE V �---CONST. 3" AF C. OVER 4" -BA SE. CC/,PV,6- ARTA CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA R L T STD. DWG. NO. 303. CITY of RANCHO CUCAMONGA CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA /GY>°GYo'32" 276V 47/8' 32,24 STD. DWG. NO. 310. - --kk 83°32'S.S� 27.G�' X937'' 2¢./2', �i 'CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. TRACT N0. 12590cs6 ' 2702 .��9 192 6V 85.92 43.77 DWG. NO'S. 304 & 310. ht @)--CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD - -- DWG. NO. 310, 311 WITH 45' & 60' STREET SECTIONS . - - ' CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA o 37 33 2/8a� /¢3,21 7¢34 �— GRANDVIEW DR. ' � � �g�.• - � , STD. DWG. No. 308 (x=3 ' > . SUMMERFIELD PL. • __ INSTALL STREET LIGHTS , 5800 L.M., WO WENVED MAST. V� -1 O r G•B ' r ' INSTALL STREET SIGN PER CITY OF- RANCHO CUCAMONGA • GO /08 52 OS 58GY> //D.2/ 8/.// �- , STD. DWG. No. 401. APPROVED BY CONST. LOCAL DEPRESSION, CASE C PER CITY OF DATE � RANCHO CUCAMONGA STD. DWG. No. .518 . GTY ENGINEER RCE.No 23889 /D°G��~ /02.Gb' /7.�D' 8.92' fro CONST. CATCH BASIN NO. � PFR CITY OF DESIGN M OLE AND ASSOCIATES, INC. �° , RANCHO CUCAMONGA STD. DWG. NO. 504? (FOR W&V, SEE PLAN) . OF SAN BERNARDINO COUNTY R C�OIM �NDED //D 1-4,42, .5800 CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET 549 N.Mountain Ave.,Suite los /� OF 32 LG�'AG OEP.P�'S�/Or✓ OETff/L �-�/T� L/C.N UPLAND CALIFORNIA 91786 L H E�(714) qqG-2g4q/¢B/ 10. NECKED9 RCE. No _� DRAWING NO. �'�! OAT l FILE No ��-s X92 BENCH MARK : t ' r ,0 ,$ ,Y 8 7. BENCH MARK NO. 96-B j'jt 1 t ! f ? AT THE NWC OF HAVEN AVE. & A./jVt4 a- . V. - _ _ __ _ _ r ,p,/ �� t 2.�7 i 19TH ST. , 44 FT. W. e HAVEN p .v. I t ' 83 FT. N. a 19TH ST. , SET ' L � ' �7 �4� - �� t } ? r I ; ��' DRIVE PIN W/C.S. TAG IN' TOP AT THE E. END OF A HEAD WALI, / 5•/ O• FOR 3-24" CMP--ELEV. 1430.6$6 4 wown at 1 V 0 , RY digop t r„ ,4 ' t 41.4 ia Ir - - - - -- - - - -- - w 8 .3 /3�o i -- OD IN im � + f + 2• r 4 •5 - — - - - -- o — - - - - - _ } cz s --J — - - - -- - - t -- - _ _ - — - - - �¢ d f tu O O L' •4 i t 2 T_ t N 9 - - - - - - -- - - - - - - - - -- - T-1 _ p PARKSID- 5caL2 TR• 12590 - Z E Pj•— Q�• DEERFIELD DR. v WQ /8 /9 p� 5ee L2'FT TH/.9 gf-INET U 2/ Q� ��' Lr• � i� SII SCS JG /7 /8 /9, 00 7 IN M' 61 IVA n fib, � J 1 1 Y 4 4p• �p DfL�. s 6 � I :.:: �, � � � N 1 /� � �` �� N K � � �,•, T�� 1 � _ N ti 25 p l� P _ -1 1 01 � �S' G R� r� N �9s P 23 •(�' , •!til oe 4 �� �,�` 0► Rj � 2 , - — 2T !4 ,r`_ --_--� 328\ V� dMti' - / — �36�. 0 �,'' N �I 1� x°57 � I 0.ro/rc. L C 8"� 9 D` - �s,� 3!' �'i IN�VV /q /� %702• Zp: p 43•B3 �I /2' N S�'�"0 Q 3 4 :, a rG 3ao3,. QO �� 4 /� 9 {t jog 2o3T ¢ 6,5' N �, Z' �p it 36Vic. H �1 'o q a. aD�e c�a \Q S �. Q �y ¢i.36 ` g?. ,.. ?a� Z 'his Ts •�?ipp ,qi 'rd,Q 1 c- �• 4/G ' t :..: � o% ` s i{6 / Dc� - >s �� p`2 � �'� c�Es 'V r� F IN a� - 4s' - �h, -� '� /\� ��� INDEI�IIER� P�'• 80/102'.s�'ear' z . sa s,oaNw v \� w� 0.o o W SEN DR• ,� R c �° 3 rO 7a .ipR l sro�� f�3T 4694rc. p``3 y �` -0fO0.0 �y l 0, r ►�° 42�� �('U s / �,Qd� a�o� U � \ A�' z7 ..r% •-� ,� ? �� 2G f2 � q a�• � �8.s� ____i_ �_oo - Qo.ov _ _so 3s� � � '�F��' �I 3 � � � � �/� iz 2• ;•r ...• . � 'o��, Lt//�/ �'t/ q,$ 6 � ,P�.EE• _ � ryl ZAP14 - -- d ti, 0 8 N 5EE M/� ocz-_ T"Is S/-/�ET �I m (9 27 26 o _ _ P,0 S`�``• 5y 9 8 7 -O MORNING-S.IDE CToLe_ // /o WINDEMERE PL. EVERGREE • - TR . / 90 �` T // -.- TR. /2590 DEERFIELD WINDEMEREDRIVE c�,QvE ,DATA : GLACE R L T DESCRIPTION of REVISION /05°00'00” 38.00 ' G9. G4 ' 49.52 PATE APPROVE k3 00 '00 //2.00 ' Zq.32 ' /4. 75, - CITY of RANCHO CUCAMONGA C /O°00'UO" /02.00' 17, 8o' $ • 92 ' - _ 0 '70a0000 27.00' 4.2.4/ ' 0700 CONSTRUCTION NOTES - - - E 90*00'00" 57, 00' 81 G4- c-7,00 , F //a°00'00" x.00 ,/,. 3s ' 82.8 ' 'BRACT NO. 12590 CONST. 3" A.C. OVER 4" BASE. G /O¢°32'//•5" 36.00 G9. 39 ' 49. //' CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA ff // °42'35 //2. 00 22.89 //.¢8 ' STD. DWG. NO. 303. & TRACT �_ � � � � 02 2O°54 ' '' ZOo•GY�' 83.¢8 42. 35' — CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. — _ y NO'S 310, 311 WITH 45 ' & 60' STREET SECTIONS . I WINDEMERE PL. 7 J 27°58 52 //2.00 54. 70 07-11 ' — O-- INSTALL STREET LIGHTS 5800 L.M WITN EXTENDED MAST ; ?� 50" 2!8.00 ' GO•G8 ' 30.54 // INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD. DEERFIELD DR. YMORNINGSIDE CT. L os°oi' 37 /82.00' /5.97 7.99' DWG. NO. 401. APPROVED 8Y ATEE -9-SJ- q ®--coNST UNDER SIDEWALK DRAIN PER CITY o>= 2ANcNo cucAMoN�A GTY ENGINEER RCE.No 23889 f STD. t7WG. No, 50'7 DESIGN M LE AND ASSOCIATES, INC. R �,pMM NDEO OF SAN BERNARDINO COUNTY }as• `- CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SNEET 545 N.Mountain Ave.,Sults los cJc�t/ �icQ UPHONt'_CALIFORNIA4ew 0949 �'� OF �2 HECKEO o� RCE. N04-A'`� DRAWING NO. �.y OAT 11 l FILE No.&7�s' 6V2 BENCH MARK NO. 96-B cs LEGEIV�' AT THE NWC OF HAVEN AVE. & = � Z � • EXlSr. CONTOUR12590 -2 a 19TH ST. , 44 FT. W. HAVEN w p y= w JD r-N Q PAYL16Hr LAVE TRACT NO. 12 5 90 -2 W DRIVE 83 FPIN T. Nw/C.S. TAG. 19TH TIN TOP C v z Z F. L. FLOWLIN� z AT THE E. END OF A HEAD WALL w z z cc SITE PLAN z FOR 3-24" CMP--ELEV. 1430. 686 w O p iug ap N.P HlGN POINT za = UZ c_j J F. 5. F/N/5H �C/RFAG,E N x o c cc 0 A 0 Q F G. F1N/5H GMVE V \�o�� Z a a °° F c Z V pa 3 6.13 GRAl1�e pArAK /�P w p H V Z 0. V 2 50va66o � O < i o e � 8� - - - � e 1 I /� � < ^ 4 V � o 3: o/01 ar lot- 4p 0 \40 CC \ \ l \ I / � fox I \ I \ �.d i' 1 I C`,.�` QD m c w _ .. /5 GRAVEL 5EweV/Glif�7 9A,� / ; /5' VE17 SERV/GE ROAD 1337 - – \ I l W h p -•� -� /' Fv 118.6 I ui J .- a V I 38 Z 1 m &Are GATE .1 6 Ih .q I I I c l 153 7 70 R'F. WN' J /N 3� o p I /53 7 O PAta W 25.33' !4•r'o7' lO' !O 14.07 rr _ 50 Sll \ h PkIA559 OKCel'C CHANNEL ? 04 G7 LOT "A" F I BRIDGE ELEVATION d @ { W SCALE: 1":10'0" lK' ? .� 6 6> Z _ INSTALL FASR/GATEV 5T,6EL t91iVF 1r4LA< GGIGVERr GHEGKER v FGATF COVER PER �6 0 133¢.9 PAP TE /4-/004I N AGHAMf3/er`I FOuN RY ITEM NO , l 4 10' L re lob�r F°G Lfi 1w, r/ x,, I_/I 33q) --— , i — 1 / �3 2 ) li ~ Q i FFa v f'G.G. a//aEWf�LK A f 510EWALN t8 Nl 4u MIN. THIOKNE55 , 8 77-IROIJOH 5FXV10F fzt v IN SIDEWALK CULVERT SECTIONI w SECTION "B" \ �� `�, l i I N z Ale � � II w z 1 O Q ' 01101065 CHANNEL \ 1 x ( '� A b�fw. GV V/NYL COA 1' 17 ( SYNC. Af3T � W -\ N W O x RAIN LINK COVER,5EE SEGrlONS w v W ANIR /RETAIL 5 ON 5HEET NO. 2Lu Z (� W V pQ, p < z wlt2E CIArE a H w O W (j) CONSTRUCTION NOTES & QUANTITIES E0 `~ 1 z uNIT• aumrlr r - W /O-- REMOVE EXIST. A. C. PAVEMENT. AF 000 L�—(9�— CONST. A. C. PAVEMENT (2" ON NATIVE) . !!f / 5Q //,,�� (e — CONST. 6 ' PG.G. SIDEWALK. %15;r 968 9 ,8 4 CONST. GRAVEL ROADWAY 5.F 11-510 &-- INSTALL 6 CHAIN LINK FENCE.�E.e _ I a— INSTALL 16 ' GATE PER C,4zT,�A_r/_4. ST"o. pyYG, �``'/O EA. ¢ O 8 7a--- GONE r. 5/�Ew/i out Ve'R r W/rH �IEEG COVER /C' S rA. / SETA/L THl, 5�l�ET M••I ~fi • a--- GON�T. e" C.V.G. 51VFWfaLIK(Invkm16N �,c"RV/GE mw?) 5.F. 120 # s 4_ Z V` W h ~ — — -- - --------- --- O A � e _ r`-L1✓VEL L/lVt3 _ v ..`� pp Z r REyiB�o cygi.(/G/.r/,�.CoV6T•e. TO cALTR4N5 $TO. OK'C.#F/O. . •. �-; / /� c/ _ .Q. © 1•V/OF.UACCESS .QOAO 7O/5'Ii�iyE•eE C,2o5s�i1/� SiOEly.OLK Q-/f-8�p �,�,/ � ` �i 8 • R,G/Yl�7"OB,2iOGE gDd!/g��U Qa,Q/t/7iT/E8. "��"� • DESCRIPTION of REVISION i Zai _ DATE APPROVE 3 � o N a OHMMM WALL a y r~ /RR CITY of RANCHO CUCAMONGA • . �RTiJE,f4/ Oif/L/C L1 I.moi �G //TK4cT NaTRACT a /26� I o - • ' , . � ��/ IAL�►•N 9� 8" 5"- 4" /O'- Ou a PEDESTRIAN BRIDGE Cz c� Z �` iIE r - . CROSSING OVER EXIST. DEER CREEK CHANNEL APPROVED 8YATE - 9- DRAWN BY DATE 24" VIA. f'/ER GTY ENGINEER RCE No 23889 �< - DESIGN MA OLE AND ASSOCIATES, INC. RE MENDED JOB NO. /2!0-722-0A IES, rY H H OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING « �� DRAWN 545 N.AND LAND PLANNING LAN I eG105 SHEET DRAWING NUMBER PLAN SECTION A w CHANGE KEY MAP c ! - _ !�'•A•/1'1• UPLAND CALIFORN91186 - 2 (714) �94(Z-0949-94(Z-0949CE NUMBER ti—r--� CHECKED RCE. No t¢� DRAWING N0. SCALE: 1/2":1,0" ,� ,�� S'r_' �s93 ELL ATE 5-°x-85 FILE N0/ P2--5 r- O Ozirx _Q PRA/NAGE CHANNEL GENERAL NOTES C Q M 00 Z �� L�L „ T GHAI/V LINK FENGF " „ GENERAL W p J g Q O 5 ' 5UFPORT FRAME l � V) c- cLL i u 1. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL h a p ,.,� LL @ Co ' MAX 5�'r4G/NG DIMENSIONS AND CONDITIONS AT THE JOB SITE. THE CONTRACTOR Z a z 0 g C J 6514"X56" &U-LAMINA7-ep OrAM SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVA- w Z W z #c� CON- TIONS, TEMPORARY STRUCTURES. AND PARTIALL COMPLETED cc a Cc 0 GRAIN L111K CAMBER - 7y @ 35 LD/1(G BRIDGE PORTIONS OF THE WORK. Q W z J z Z FEnrcE s R'O ,� ral @ /' LONO BRlta6E W a v a Z a R�B SP.4ciNG 0 414" X 3�" SCOPE"��777r7�p��'d � 2� BELOFOTHETSAME TYPEIONS NOT SANDICHARACTERFICALLY HASNTHOSOR EESHOWNDFORALL a ca � Z �� LL W r SIMILAR CONDITIONS. O �.1 O P 3. ALL WORK AND MATERIAL SHALL CONFORM TO THE UNIFORM BUILDING Z ^ 1 CODE (LATEST ADOPTED EDITION) AND ALL LOCAL CODES. v, < so - I - - - Q-3/6" GARfzAGE 2 7 i, 1 /2 N o�C b �/ j A BOLT5 eA 4X6 8 "I- " /4 O I "7�¢f'7/AT f'GANK 1-.A/G BOLTS 5 i�I it _ 3: = O O v 4X B�FLAT t G1CING ; 1 2- #0 GONr• F�ATI�. � O x u O SPAC/.clG, s 0-3 TIB5 c l2"% role a 15OTr. Z 0 a co AT A MI�NIMU4 DEHALL PTH REST ON PAIN SHI(GRAD�E OOR°»� DE°AS W o wQD w BsfZX-Ir ON DRAWINGS. F- ' I L 8 x 4• x %4• L LH 24" P/FR 13,�Yomv �- tS W/5/8" X 5" c z. RICHARD MILLS Ara sBEARISoCIATEES.VALUES A24 INCH DIA.WED ON RPIIEERR CAPACITY LAG BORT BY LTS a/61" /c I OR 10 KIPS AT 20 FEET WI,OW EXISTING MADE. I ¢ 6B I BOLTS @ 4" o c eA' 4 " 8 SECTION "A" nl.Ts. SECTION "B" CONCRETE _Lr7 7 N.r.6k 1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: A SLAB ON GRADE 2000 P.S.I. FOOTINGS 3000 P.S.I. D Z O�� (NOTE: DESIGN BASIS 2000 P.S.I. NO-SPECIAL INSPECTION REQUIRED.) C PARTIAL PLAN �j 2. CEMENT SHALL CONFORM TO ASTM C 150 AND AGGREGATE SHALL CONFORM TO ASTM C 33. / 3. MIX DESIGNS FOR COMPRESSIVE STRENGTHS GREATER THAN 2000 P.S.I. OF PEDESTRIAN BRIDGE & FOOTING & S14 r x 300 SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO USE. X SIO" WNr "U" 4. CONSTRUCTION JOINTS FOR SLABS ON GRADE SHALL BE MADE AS SHOWN ON �f DRAWINGS OR AS APPROVED BY THE ARCHITECT. NXV. Co 7/8 PL,A7 W/8' �/8�� T M� S. MAXIMUM SLUMP FOR CONCRETE SHALL BE 5 INCHES. W W01-170p TO 5/bE5 BR/I�GE nwlveL N REINFORCING STEEL - Z a ( SVM. ABT > 1. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40 FOR t5 I 2 1, 5LOTTE!•7 HODS N BARS 6 SMALLER, GRADE 60 FOR ;6 BARS 6 LARGER. ALL REINFORCING V r r i �� 0 6'A. FOR UPPER FOURBOLm /Q" \ "X 7/4" A IV SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. QEo 6I s MAX, ro 0 MAX. GRAIN L/NK / NGF IN5WI. DOLTS @ M/bC�'LE W/HOLES FOA 4/6 � 2. ALL REINFORICNG STEEL, DOWELS, ANCHOR BOLTS. ETC. SHALL BE WELL 2" Qf STt? f'/PE GARRAC�E BOLT5 " VINYL G�ATEH QF 5LOT ( O O r r 7 „ SECURED IN PLACE PRIOR TO PLACING CONCRETE. CONTRACTOR SHALL GOL FRAMES l/Q PIPE STRUT f3R N p/Z PZACK l/4 $ /y� /�Qr _ - �/ �d X(•p X �Q USE TEMPLATES TO INSURE ACCURATE PLACEMENT OF ANCHOR BOLTS, Q )"re DOWELS. ETC. M.15 3. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND a POR LOINeK roUfc SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION. 4. ALL CONTINUOUS BARS OR DOWELS SHALL LAP 30 DIAMETERS IN CONCRETE W TURNBUCICBL px0v1pe Vol CtFA"R SR,q AND 40 DIAMETERS IN MASONRY, UNLESS SHOWN OTHERWISE. 11 6A. !NIKE r1,55v/yaER BEAf�IN6 ?7M725 - �TarAl- 6F-A,rO-OT) P-E /NG. 5LIAMOF P'MIN. _ �, �0 / 5. REINFORCING SHALL HAVE THE FOLLOWII MINIMUM COVER: ' A. CONCRETE AGAINST EARTH NOT FORMED ----------------3" ERL/�+LLY �Pr4GE,V •,� I N B. CONCRETE AGAINST EARTH FORMED OR TROWELLED ------2" HOLES IN 51LPE5 ( C. SLAB ON GRADE ----------------------------AT-CENTER o = r`TOM 0� 5u.PORT- I r/s"x rpr x �e NIS BRf�C�T POR GdNGRETE � •.: � � � D. PIERS --------------------------------------------3., Po ANG tore - PLAcffmoNr AaarxmA rx 7" r rnP or p/pie . .-•-� r<�� �,; - - HOOK STEEL /Q"M/N a N w 20 / SBP P/eR � z - GAMER 7"@ 35'LONG BR/t76e W/4- !o VER r 0 # 3 G" (�,s/' GONG BRIDGE !0'-O" " T/E5 @ /8/' 4/G 1KOVIVe, W z / Q Q 24" x 20'peer /'/ER SONO T-uBE GA5/N6 FOR 2' p/a.x 20' 0-414"x .&" GLU-LAM INA7E V OAW w/¢ o mR r. # .5 ries urms /o ree r A t� p6BP P/FR STRUCTURAL GLUED LAMINATED TIMBER 6 WOOD DECKING U T0/' OP EXla7- CHANNEL WALL 1. MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN N CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD PS56-73 AND 0 Ix AITC 117-79. V Z 0 w tXIOT fl,00J QC7NTROL GHANN�EL 2. STRESS VALUES SHALL MEET OR EXCEED THE FOLLOWING: -WI O Q z V B 0 BENDING. F - -- - - 1600 PSI pc HORIZONTAL SHEAR, FV -------------------- 165 PSI -SECTION ti Dff COMPRESSION PERPENDICULAR TO GRAIN W 0 W n(, rS TENSION FACE, FC1 --------------------- 385 PSI r , Q V A COMPRESSION FACE,FCl __________________ 385 PSI V w SECTION "C" MODULUS OR ELASTICITY, E --------------- 1.6 X 106 PSI p• f..r - � 3. ADHESIVES AND LAMINATING COMBINATIONS SHALL MEET THE RE- 5 /Y.7' . - QUIREMENTS FOR WET CONDITIONS OF SERVICE. p" PARTIAL ELEVATION 4. APPEARANCE OF MEMBERS SHALL BE ARCHITECTURAL GRADE UNLESS w NOTED OTHERWISE. STEEL AND MISC. HARDWARE 5. MEMBERS SHALL BE MARKED WITH A QUALITY MARK AND, IN ADDITION, O F PEDESTRIAN B R I D G ; & FOOTING A CERTIFICATE OF CONFORMANCE SHALL BE PROVIDED TO INDICATE CONFORMANCE TO VOLUNTARY PRODUCT STANDARD DS56-73. N. T 5 1. All STEEL SHALL CONFORM TO ASTM A36 OR EQUIVALENT. 6. WOOD DECKING SHALL'.BE•DOUGLAS FIR-LARCH NO. 1 GRADE OR BETTER. 8 2. ALL BOLTS SHALL BE ASTM A 307. 7. WOOD DECKING AND GLU-LAMINATED BEAMS SHALL BE PRESSURE TREATED _ 3. LAG BOLTS SHALL CONFORM TO FEDERAL STANDARDS FF-B-5610 AND WITH "CHEMONITE" IN CONFORMANCE WITH AMERICAN WOOD PRESERVERS 8 SHALL BE !NSTALLED IN PREDRILLED HOLES OF THE SAME DIAMETER ASSOCIATION.(AWPA) STANDARD P5. DRY CHEMONITE RETENTION PER AS THE FOOT OF THE THREADED PORTION Of THE SHANK AND THE CUBIC FOOT OF WOOD TO BE A MINIMUM OF .25 LBS. PENETRATION it SIZE AND DEPTH OF THE SHANK PORTION. AND TREATING PROCEDURES PER AWPA STANDARDS C1 � C9. :01-8 GG g a: -m � 4. ALL STEEL SHAPES, PLATES, BOLTS, SCREWS AND HARDWARE SHALL 8. FIELD TREAT ALL CUTS, NOTCHES, HOLES ETC. WITH AT LEAST TWO 312 BE HOT DIPPED GALVANIZED AFTER FABRICATION CONFORMING TO COATS OF "CHEMONITE" LIQUID SOLUTION. 1/1 CO1ib ASTM A 123 MINIMUM COATING 1.75 OZ. PER SQUARE FOOT. FIELD Z TREAT ANY ABRASIONS OR DAMAGE WITH "Z.R.C." COLD GALVANIZING h COMPOUND AS DISTRIBUTED BY MECHINICAL DISTRIBUTERS- WHITTIER,CA. LLJ c 8 Z 2" ¢ 5ry P/PE /Q"x 3/8" BENT PLATE 2+ O 4 CHAIN LINK fvNCE '/ Q 5rRUT f3rINN. 5uPPOfz r @ (o 9#i(i1 . �� t%D rl8' X ('O r x TQ" FRAMES Z (j)END PLATE DESCRIPTION of REVISION DATE APPROVE y' /s//Gx 2r 5LOTTEC7 HOl- 5 'y" a•i CITY of RANCHO CUCAMONGA " x V, ' u 3IA �---AL r6'RNArr GOGAT/ON _ V /'/c0V/,t�E 7K� � 0 � of 4"X/¢"x /2� SUP�oRr y � (NOTF i 4t A re 5L0p55b -4/4" " ,, IN IVIaTH O� '' �' P�V/�� ��/�" ° PEDESTRIAN BRIDGE V U It 1 4 P/P,E 5TRUT /5//(0" VIA. HOLES � �� � FOi� CA"Km6E G s GROSSING OVER N Lk EXIST. DEER CREEK CHANNEL APPROVED 8Y AYE 9-ygDRAWN BY DATE gM GTY ENGINEER 4� RCE No 23889 R.A.M. 5-fo-85 9" VIA. HODS DESIGN PAADOIE AND ASSOCIATES, INC. RECOMMENDED JOB NO. 120- 722-5X 3" : ;, � . � W H•H Of SAN BERNARDINO COUNTY TYPICAL CROSS SECTION ` �' DRAWN CONSANDLANDPLANNINGULTING CIVIL ERINCi SHEET DRAWING NUMBER PLAN 545 N.Mountain Ave.,Suite 105 n n CHANGE /Z.A.M. VPN ND C14 FORM 281796 ` OF' ` NUMBER THRU BRIDGE DETAIL OF BEAM SUPPORT HARDWARE Z. Lyo CHECKED RCE. No N. TMY DRAWING N0. S. N•T 5. jt�- / S93 W./f. 0 TE 5-9-8r FILE No/fl-W- 892- G IRRIGATION SPECIFICATIONS } GENERAL 1 .01 Scope of the work includes all labor, services, materials, equipment, transportation and related duties necessary for and incidental to the completions of the "irrigation" as shown and described. MATERIALS SCALE: 1" = 20' - 0" r 2.01 All work called for on the drawings (details) by notes shall be furnished and installed whether or not specifically mentioned in the specifications. INSTALLATION TRACT NO. 12590-2 W 3.01 Comply with all union authorities, local , and state codes, ordinances, (� safety orders and regulations of all legally constituted authorities Q having jurisdiction over this work. J W 3.02 Coordinate the installation of all sprinkler materials, including pipe, a Z with the landscape drbwings to. avoid interfering with trees, shrubs, or other plantings and structures. Q m and all inspections required in LOT 3.03 Obtain and pay for all plumbing permits p q this connection by outside authorities. 3.04 For purposes of legibility, sprinkler l ines are essentially diagrammatic. �'• f'� �Trf VI 1\7 /- �I � 6FC)'t�, + W Verify this information at the construction site. _ t!;' f" 'LX'i `xl`-�111��t �M Yl.Lv/E1 \ ) �_ � �� �■• Install sleeved pipe under all paving. `\ / � � ' iZ�I .0 sta see Due PBV VQ r/ 3 5 P P P 9 � 3.06 Install lateral lines 12'' below grade in planting areas. Under LOT "A' paved areas, install lateral lines 24" deep with 6" sand backfill . 'h � 3.07 Install bubbler heads in each planting basin. ` ys• '� 1 a�,, '� r� 3.08 Adjust valves and sprinklers for required flow with minimal overflow 9 of basins. Perform coverage tests upon completion, in presence of owner' s representatives. 3.09 Maintenance: Upon completion of the work remove all material , equip- • �� "� SI meet and waste to the satisfaction of the owner's authorized repreft sen tative and maintain for 180 coni-, cQlenclor days- Fir*+ Oc6ys bY inst411 in con f ryotor, 6eoon4 `odd s b the el of novo eocorndn Y Y f s ;i ►�+. c,i i ! �,f t• . ; E LOT U ES Z9 tC>:A11r �R Yilllrb G — (J1.,E-i GUARANTEES O ' AJ F>�fM OF 4W(4PW 4 i � I ;r'`. l� W CQ cup 4 DE R-Ci1�RIZY) 4.01 The entire sprinkler system shall be guaranteed for a period of one W year from the date of acceptance. W IT M o N oc - Q . - a W W 0 t . AVE WNDU 1 T 1 d �1r � INS SB q Q 51 Di In __ �� o q `pNDSCq pF , �y f. .ARS '!? It UC. No.,•14 5 t)hT El 4—GHM145L WAULo 2"4 l ltz — ��P D BRIDGE- E BRIDE - �� 4 -1 P A T _ WEST SECTION .. NORTI+ & SOUTH SECTION S `'• &Vfj.'/,fl'• AIC�irC Al.f •..» _ ax`• R. r�r Am ►"� ' r' �NR�� / Fri. DESCRIPTION of REVISION ' o DAU Praovit � � Ff�CE SI�RLJJ5i - +� q" �'1 FUU.Y / ` axr�G� GKoss�nrG. MIK • � �T �'f�l L. �r �C 'IF�CT�p �T 0e _ _ CITY: Of R NCUO .CVC ' MONGA # 9 �.i I�!' 'Ir fes" • + `•i 1•T.• L• •'-.R — — -- ��lW .` �� - ': +t` y� �i� �t yt *F¢•}1�rts ''• Ja{*�`t 71 All A! �vi►•`�y��,14��iT,.�:ts.L7►�'1•`=��,1� +s ` •' ' � i, r � \�� { � � �fK�� •, �•• .,••tit .,�•.. !S*: a "�`}L� t, .' � �L • � Irl � • 7• .'►. �• • � 3e% A . • y •.�• � fa. PVG. Vii. .. +. PAT C. "' Ju KEY MAP ' • Larry C Inc h ,.•,., rJ� KU 1515LE�. DRAWN row Landsc a rc tectur ET a NRT , 93�tn .iO ,�ALfCRNA 1 CHECKE • W1TE :(714)52$ 137 f • 5 d'. , .. fl, 1.i., , ;...- ♦:-. , ". '... :... .' ... n : a. '.. St p :.. , .> ,C -. ... w'.#'l.. .. , ., x.. ... .. ,,.... . a 1:.,..,. .. - .. :.. .. ,:. :.' .. ...„ .1.:::.,:..t.. •ft. % --;tF - n a. 1: .. .. .- ♦ yT .. , .- r e uk r. ... .. ... .Y. _ S +..:: .., S. y' Y•. -.c .•i t.., Ali,. -.x. _ - a'. •,. .. - w. •. F _ %'s .... ,.; -2'.' .:-SSL ANTIANTING SPECIFICATIONS GENERAL 1 .01 Scope of the work includes all labor, services, material , equipment, transportation, and related duties necessary for and incidental to the completion of "landscaping" as shown and as described. 1 .02 Plant Quantities are shown for convenience only. The contractor shall provide all plants shown on the plans. MATERIALS 2.01 Organic Amendment shall be nitrolized redwood sawdust, fine textured ' nitrolized i r bark, or nitrolized cedar sawdust. Pine is not SCALE: 1" = 20' - 0" acceptable. — 2.02 Plant Materials A. Plants shall be of standard size and healthy and normal in every way. B. Container stock shall not be rootbound. TRACT NO, 12590"2 2.03 Mulch shall be 1/4" to 1/2" diameter nitrolized broken bark particles applied in all planting basins to a minimum depth of 2". rT J PixA J 15 Gs�TI INSTALLATION I GA1' S GLJa ''`� fiNE✓ Z i A0 VW15 D6A 3.01 finish grade all planting areas to a smooth and even condition so that .A F-► JI�� �! 0 G4L IZ g�'�, _ CGtjr �VedLI' �� no water pockets or irregularities remain. Remove rocks, clods and �!jh'�t311• �JI"To LOT (Z ,5 �1•"I foreign materials in the upper 6" of soil on grade so that, after amending and water settling; shrub areas are 3" below the top or curbs and walls and 1" below the top of walks. .02 Weeds shall be removed and new weed growth shall be controlled in all low�' 3 �� planting areas through the final acceptance of the work by the owner. VINP. Q� EACN �3�'EGIB3 f'E BYM)DOL !mow► weed control spray per manufacturer' s directions. Install pre-emergent 3.03 Planting LOT GA* 9 00r^#A. When planted and settled, the crown of each plant shall bear the - ---- _ same relationship to finish grade as it did at the place of growth. B. Backfill of. plant pits: (see detail) . C. Staking of trees if applicable: (see detail) . �e TAT r�p. *T, L_g r lus trash and debris during the work and ( 1 rM � 'A r�lTI� 3.04 Clean-up and remove all sup at its completion. Leave the premises in a neat and clean condition. Maintenance operations shall begin immediately after each plant is ` 3.05 _. planted an shall continue satisfactorily fora perioj of ISOconl'• cdlondar LOT 29 d a (if tw the time that all o+erns oP work have been come p-,f-ed 45 s Pied 4nd +o the satisfaction of the owner' s representative. (i:ir;t 10 days cantrdctar - � .socchd 90 ddys- Ci+y of rcincho CUcuntiongd) I���i i 1 3.06 Post Maintenance Inspections shall be performed by the contractor w v1-•gig JIL_vf • L%A� GvjOijE;A . T�* a' through the endo the guarantee periods noted below. If unfavor- O I aide conditions exist which may be harmful to the installation the r �'� - r GAL ri 12 �'-CQ�D (ai ii�'OIfOG. contractor shall bring these to the attention of the owner's repre- sentative in writing or he may be held responsible under the guaran- tee section of this work. wo GUARAi4TEES 4.01 All plants shall be guaranteed for a period of to months. I Guarantee periods commence at the successful completion of the instdll�ttton. . STANDARD ' 1 city of rancho cucamonga DRAWING aj SAG ISI LL. M V< : --G F{AI 1J LINK r-eo C.� 10 parte--rs -ra I' moi�. ., o � pA�•T� 12�bwc�I7 5�-�,vl rvGs •-- - -- - 0SCA W/ 0.11. 5TAj31UZ1CD - 14 rrtz W W/ D-i��� p 1cLi; 2iZL ate` E�9� t Ya• W. owop _Bohr_ Mme. •'•. •' � �� R� s, . y�.�,�M 1. '� t • .• UC. No. U23 Ar \ •• \ CATS 0 CAL a 91 MULCH ' Tbh O� fit" �Ll- ,, ,� f .• � , . _ ; • . s N ISM Gc f . 4 /P�" I✓Ut-tr-`( t; - �► •• �� � � DESGPIPTION.of REVISION 1?� L • ' ' ': ' • ' '• ''i � Awt '3� GKP59IN9. QaTE o¢r�4vE ' • . • C l�' Y of RANCQUCAMONGA . • ' 12' -- rW4.. �Nm rifer •• • ' •' rZWW105ev t'�.Y �rGi1 itrT'o t�1G �:'� ' PED STRIA N 01D'GE' . . rLy(lj _ CC'S l N( 't? E R ' T PA ff ffl. t - ' -- — tc,� iwQT i.. 111 • jvnM2. CCU J^U 0"r-Ter- DATE i e. GN RCq No 23889 . • KEY MAP _ i A -� Larry- Carlson, Inc. , _, f ipwN t Landscape,Architecture SHRUB LANTING � . K o - L�T ra, TI DET !- 1 �' TE (714)523-U37 • ' - 4,0_ip A� 04 - �' Z G L r ,. �'1 O 7 �LIS" �M+wir+wrrwr•w.r�.��lr•Y N07 Td 9C X WE ,. .. .. . ... .. .P'.. ,: ,.. .. a.a .. '. i: .5.. .. ) •, e; .. ... .;.,. .., ... -n :..r ......,,.y, ..: ,., ,,., .,. ,„. .. ...E ,.. ... -.r,... w ... :. ..4.. x. -�' 4.