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HomeMy WebLinkAbout923 BENCH MARK : GENERAL NOTES 1. All work shall be done in accordance with these plans, the City of R/W R/W BENCH MARK NO. 96-B Rancho Cucamonga Standards and the Standard Specifications for Publici9$i AT THE NWC OF HAVEN AVE. & Works Construction - current edition. Contractor shall be familiar 19TH ST. , 44 FT. W. t HAVEN with and shall be responsible for adherance to these Standards and & 83 FT. N. t- 19TH ST. , SET Specifications. 44 Tc. DRIVE PIN w/C.S. TAG IN TOP I ECEK AT THE E. END OF A HEAD WALL 44 � I I' (CONS UC 102N� .1240 •)6, 6, ' 27' I l 1 � •/�' ' 2. All pipelines or substructures of any kind, telephone or power poles, 7as•a<rrr,r 4�•tP Xi , FOR 3-24" CMP--ELEV. 1430.686 water meters, valves, fire hydrants, etc. shown or not shown on these ii ' ICoI IG II' i t' 'R 44.a5r. 8- plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected tAARIEra 4' ¢' 44Ea 1 1 in place as required at no cost to the City of Rancho Cucamonga. l-L`�CL LINE ; 3. Any contractor performing work on this project shall familiarize him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- CONSTRUCTION NOTES & QUANTITY ESTIMATES NrrrEs: � � tions, whether or not such facilities are shown on these plans. -r i A/Or�erEo Z_-!"�t4n� ./owls ^ eE envsrRcierEo NOT xAr.1 /O FEET APART JZ`iP/CA ;1107,4MTN. ✓/E/!/ coNs->• 51DEwAt_K 4. A permit shall be obtained from the Cit of Rancho Cucamonga Engineering MEDIAN CURB PER I fPER CITY OF RANCHO C. Arc cuees 7rS7- ee ,1V Ps-RUCTED uv .�cYaWoEx/c•E r , wirH TaE ur�sr Eorrrov c� rNE sTc see-mss. Foe P.�!•tiY /die/t2� p y ! CUCAMONGA STD. irie��e ru�c r5 Gl7N5T' UvGE55 on,EeivrSE /NOe/1rF0. Department prior to any encroachment or construction within City of TRP�T 12402 Rancho Cucamonga easement or right-of-wayDWG• No. 310 (TYPICAL) TYPICAL. SECTION �- ��T- 4" A.C. /4" A.B. 20,7V0 5- /Yi.3/d.5.5.f g g y ' ' S. All rade stakes shall be set b the Contractor or Engineer. Paving - >�" CURB FACE & 48" GUTTER a- CONST. 8" CURB AND 48" GUTTER PER DETAIL ON SHEET l.- ,3d4L.� g y 5TA. 5f52.0 7V 5TA. 7fM.J5 ~ T stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot TYPICAL SECTION . intervals. Additional paving stakes may be required by City Engineer 3 STREET TREE QUANT/TY CONST, DRIVEWAY APPROACH PER CITY STD. DWG. N0. 306 /Od¢3� W= 30' as needed at warped or vertical curve areas. _- EARKWAY 5T CET cYM a0rAA//GAL /NAME/ 6/2E 5P^WNe 0UTANT/ � N T 5. NARNE GOMMD/V NAME 6. All sewer, water, electric, gas, phone or other utility laterals, MOUTA/N CUrAN�OPSiS V AA Afc- Es/ a-- INSTALL STREET LIGHT, 9500 L.M. mains, or crossings shall be constructed prior to paving. rr 8• VIEW DR. a CA/eROTWOgo /S GAL. 20 O.C. Ft'/Tl/RG` le 70 Moun►TAW O/t,/015oTRYA 0en-PD64REMOVE EXIST. REDWOOD HEADER. 7. Compaction tests of embankment construction, trench backfill, cow- 4& VIEE L N Pt. O AKONZ0OUA-r 15 6A i- 25'O.C. 3 pacting original ground and all sub-grades shall be performed at no �--- REMOVE EXIST. BARRICADE AND TEMP. PAVEMENT. l gad / &,4. cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted to the City Engineer for approval 4 ��D riot to the placement be base materials and/or surfacing. O$ -- CONST. BARRICADE PER CT.TY STD. DWG. NO. 404 AND TEMP. I? Q3 COAISTRtlGT/ NOTES Mffl STREET TREES /OIN EXISTING Pie el C. AVE ENT. N0. 405 S. At the completion of paving, a materials report shall be submitted to �- JOIN EXISTING A. C. PAVEMENT. the City Engineer. Lising all tests or determinations completed to / ALL STRCEET ES ARE W - Al PCACEO /N Ac:CORO GE W/TN G/Ty ST RD OW6. NO. 60/. /�- CONST , TEMP. 6" A.C. BEP.1`1 MEDI1`.N NOSE. 50 L.f verify stability oil content and Gradation of asphalt Paving R/W RlW t. ALL STJCEET 7Xc SN L SE 57AiKED PLANTED ACGO/¢D/NG r0 a/ry sT ARD cw IVO. GOSA OA Goss / CONST. 6'° CURB ONLY PER .^.ITY STD. DWG. NO. 301. G� 9. Prior to installation of any paving , a materials report shall be do a8 As PROX/M/TY res HARDS D/ ATES. submitted to the City Engineer. Listing all tests or determinations completed to verify: sieve analysis and sand equivalent of 44, �� S. lgACICCILL M/XT7I/CE f0/� A SjR TReES SHALL AEPP/C THE !2 CONST'• 45" R.C.P. 1000-D. - ¢7/'�'•f�- AEcOMMEN0AT/ONS AN ERGON /c 50/49 /CE/-O/ltr aggregate base. 27' 6' 6' 27 I I� � j`///eN/SHED 7-0T' G/TY /NsP0/e Eo7 . � CONST. MANHOLE "A" PER CITY STD. NO. 510.. Pave +. No S7ME TREE SHALL AE IPLANTEO ERE THE GEM?WA /4 CONST. TEMPORARY PLUG• 04 10. Paving shall be performed in accordance with R-Valu aPavement tests (I IG 1 IG' , I i'� of THC uA/K /S GtOSeR, THAN THREE R= (31) To THE taken to determine structural sections (prior to final plan approval) ' t of cv/tS VAMeSS 0,r#6tW1SE NoTFD. iwARIE`S 4' 4' + 48 4 '¢1 3' ALL sTREeT TREES ARE sys✓Ecr To /Ns/-EcT/o Nol5 GON5T. HANI7IGAP DAMP PER G/TY STD lJW6. ND. 3/D 4,a4. 2 4/743� LCL LINT= ACCCPTANCE Ay THE G/TY ENC/NEE/ , 11. When improvements are to be placed on native soil which consists of a 0.42' rocky material, the sub-grade shall be prepared by removing all rocks �a•� - -- --- ---- --- --- ---- _ y4 l* /G CeiV3T. / �/.7 /-1E�4/.t�i2 l4 4,0- G�4G� which protrude above the sub-grade end all voids or depressions shall ` P/ '� '�° 'o ® CON5TR,UCTtON ROTE foR 5 ►-Mf TREES be filled with a fine grade material of a quality better than the natives -- eoNsT. !9" oc&,/e l 44/.47 Z�"G�UTTE/��i� C/lY.5T,0 G//. L� + q0 material. I. A1.1- STT2FET TP-E 15 A.R, TOM PLANTED IN A=RNCE ,a/vaW. Ale. JPAP- 104 -NM; �►'L-8 IL 11 r• CON5T 51MWALK WITH CITY STANDAFA> PLANS. Lam, 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant / ! R CITY OF RANCH02, pFLIpR TO 'ftl COMMENCEME 0� AWPLAI1TllyG AN -Go/V,ST. 4 . lT/Qe� /Eie C/rr •?T.C7- IPA05 Iver-.1 registered by the E.P.A. for use under A.C. and F.C.C. shall be uniformly _ CUCAMONGA STD. �0 3 1 DWG. No. 310 CTYPIC^t-) A6tZ,ONOMIC 501L5 R.� �,T pSI.IALL EM--' i+UfLPIIS}i�D jd Tom. applied at the manufacturer's recommended rate for the full pavement TUK/% Z CITY INSPECTOR . �AM`i UNUSUAL TOXICITIES M NUTR.I5NT N width prior to paving. /MPKOV45AV NT5 PEEIG(ENCW9 MAY RF_QUIR,E $AGK,�(LL SOIL AM0VWI5,NTS, �---- Go/VST 27 /2.50-,G7 a4.00 L.F 13. Estimate of quantities is provided by the Engineer only for the can- SrA 7♦jaf " M SM. /0�2$ M X45 DLMP.MINW W TUU CITY 1WPFLT6R JYPISECTION 3. ALL 5'TPF_tTIP-M AM SI.�J6Ct To INSPECTION AqD /V4 50¢e0/YsT C,4TG// ,Cf�lS//1/ /VO. .3 �Eie G/TY �T,C7 venation of the developer, the contractor shall make his own deter- ,CAL urination of construction quantities before submitting a bid. Any ACX'.��aNG1; g`( X41: GINE�R,ItJCa pn1t5101.1. item of work required by these plans which is not specifically listed � ��iC e " in the estimate of quantities shall be considered as included in the TLUA Visi__T _ PARK W Y GO/YsT. LOCAL �..LCP��SS/oN GsISE ,d im C/J-Y- / CA �llL�� -- other items of work. N T s. 4• TMS IMS ARZ "M Oe M`WI?-:fl PER' 07/445; /Vo ,5 (6. r r. s S. D PU�,LIG IMPRAVF_MSKT RAW, OFILY, V 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 IQ = 70 @- ON CO/I/ H Cr/W. 3oUlL&T STReUCTUi2E /-M/4-1/-M/4-1 �dET tL / EAshall be constructed at each intersection. /YEET' YO. 15. City approval of plans does not relieve the developer from responsibility a- 00N577 /8" 9,0-/7 for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to @�-GONSr 1UNG770N 5Mu07-UgE IIA" M/e 01 rY stn N4 508 2 A4• the City Engineer for approval. G6 . '�� ®--- • 16. Work site and exterior streets shall be in a neat, clean, hazard free, 00,W- !D" G.M•P /& GUAG,E !0.00/_.r orderly state, throughout construction. Site shall be cleaned upon �- GON5r Ian G.M.P. 1v5;r,/Az reR mrAiL, eyr 4 o`4 . request of the inspector. js• as' 17, Contact all Utilitv Companies as required, 48 hours prior to excavation. ¢ �/V//.7�� ¢"TL//GK G.G. W41-le- )02-;A' G/TY .55d J�' NO3/D ,3// ?roviaed for your convenience are the following: . A. San Gabriel Valley Municipal Water District i 4. �, eoit/slRl/ /e/VJ -- GO/1/3T. UNL7Eh' S/�EW,4L,A: ,G/CA/N /ti'�/� G/TY VT,C7 Mr. Bob Stallings (213) 969-2718 1� :• 7• _ � v for Base Line Road construction let�G G/its � G, -.,'�!{\ �t' hS © INSrALL /S GAL. GUI'ANIOPS/S ANAG/1/tD10/DES AT W o.c. �4 EA rC/2 STMVDA/CD DWG NO. 60/ AND NOTES HENCEON. E. General Telephone (800) 422-4132 �. "�T b /� Q ty S 11 for underground service _ . C. Southern California Gas Company (7I4) 529-2889 Q 0� �� ` - - [I J R.EMOS EXIST. Ct31 IVGtl•TTM Atv NO'M 57I7Tilm"Ks AND CMG-M= 55 L.F.A 2191 E. Birch Street (714) 529-7070 / EXP -- * PNVE A�PPRAArA FM GIN ST. VNG. X10. 101 T(» O, Drees, CA 92621 7 /G �,Il•a3 G,ML ^ D. Cucamonga County Water District (7I4) 987-2591 `�` �S1 i�M�►E EXIST. GRJV'1r, APQRA,4G�1' ANDINsTALL STR,t;LT�S 9uca San Bernardino Road J1�1• �/ 1Xi 'J'e 1a 3T4• ) A4b 7.1 Q _. (S-Zt7AL) P>`}t, ('3b-Mr, AND LEGEt V Ott JU15 SIS- WMOO Rancho Cucamonga, CA 91730 I !{1 N0TFE. Metropolitan Water District (714) 593-7474 TYPICAL SECTION REY�E; ' ,� S T-"E1 � �°� N OSSWA P.O. Box 54153 Q STREET TREES Aooeo AGO sgTMevcT O 0 S' ANO Los Angeles, CA 90054 MOUNTAIN VIEW DRIV v N As GHOWN N AN S HEE /V TsIIV Pacific Telephone Company (714) 999-5639 7 8. 2.9/ AS sHOr'VN oN sHEEr3. R = 70 r �.. v DESCRIPTION Of REVISION PATE PPROvE SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR GUR v%L//V1:;;/�Z-AIA LK .SHALL 0,- 0,-NS71eUe7E9/N coNFo c5 t 1`�1,<;-, ._ - CITY of RANCHO CUCAMONGA CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY I'VirNsrAn/,�A/` /NG NO.. TNe FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- .?NALLAB A40 JV/0/NN 6 LAN,�oAP� /'LAN. OVAL OF TNS �wr2y'ro``e s. JECT, INCLUDING SAFETY OF ALL PERSONS AND .PROPERTY; THAT THIS REQUIRE- F/N.4L L,4roUT OF c(Ji'CV/L/ 3/,�E{V/1 ��UALI. ,1��/ylA,dE / � � Y� PAACEL MAP Nie :... /sot s�'e.Q.ra,yea/.v MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING /N Tf•/E Fl, ,V AIVPA;UU.3 6 ��sA/ey ro F/T EX/sT/NG J 8842 HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE F/,BL,d GONd/r/ONS A.5 AP Yom, u� IVOL/G WoR/kr� OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL /IV.s10:5G7alK ANS PR0 /'T AIVNgR PR/o F/1VA1_, � OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS GONorXUGT/O ri/leL/G woRKs 11WVfE4-1ro 11/1 ^5 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE Wrh=/E /N/MUM oF4e NOl/RW PR/OR To ANT/o/ `' TITLE SHEET OF THE OWNER OR THE ENGINEER. /C /N$f'EGj/O/� E F MouNT APPROVED 8Y / DATE /- z7-g6 PRIVATE ENGINEER'S NOTICE To coPTRACTog. --we r. ro GTY ENGINEER RCE No 23889 �Tx�Er s� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR .mea//v / P i DESIGN MADPLE AND ASSOCIATES, INC. RECOMMENDED STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF OF AN BERNARDINO COUNTY AVAILABLE RECORDS . TO THE BEST OF OUR KNOW-LEDGE THERE ARE CONTRAICE p CONSULTING CIVIL ENGINEERING �� 1�-�f1ss NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR AND D VERIFY ALL DRAWN AND LAND PLANNING SHEET CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CONDITIONS AND DIMENSIONS �. 545N.Mountain Ave.,Suite (05 / PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES AND SHALL REPORT ALL DIS- KEY SAP RA/f, M.ts UPLAND CALIFORNIA91788 7 �I4�-2�149/¢e/ OF- NOT SHOWN ON THESE PLANS , AND IS RESPONSIBiCREPANCIES TO THE ENGINEER PHON (714),E FOR THE PROTECTI:'N PRIOR TO THE COMMENCEMENT _ KECKEfl RCE. No � ID; AWIN NO, OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . OF WORK. GIT ' DATE �� FILE No ; BENCH MARK 1 1 t 4 t t - ATNTHE CH MNWC OF HAVEN AVE. i 1 r: 19TH ST. , 44 FT. W. -e HAVEN 1 83 FT. N. i' 19TH ST. , SET DRIVE PIN w/C.S. TAG IN TOP { : ! } LL FORT3E24" CMP-E. END -ELEVF A . AT 1 00 t /4-/ : 1 •' 1 •ill 1� 1 4 zoo + aft ' • � 1 i 1 ! � � 1 1 � 1 � �j � 1 1 • 1 1 tj 1r 1 1 ~ 1 � � � i 1 � � � � � ! O • t ( l l +- c t • , t 'Q 1 } } ' i r r r r Li� J� r i r ' • , 1 ! i • r • 1 , + -T- —4 J—J- — - 1 I t 1 , r 1 I ♦ 1 Iy71111 / , ; J► �fy�1 1 � � , 1 , Sir � ; I . r 1 • • 1 1 1 1 1 • i 1 + 1 . --1 - - - f -� ! - t 1 t + } + } -1 - - �- } - 1 4 i } t �� ljF / 7L t i i ' $3' SLY.r' o 1 r r ! s s s . 1 I I1 0� - - - - - - • 1 ! , t r • i r r ' 1 , 1 r : : : • r : , ' ' el , ! 1 1 -� - - - - - -- - - - - - - - - - - - - ~ 1 tk 8 9 /O 1l �� /I GURVel VIA cVxVIC CM rA r _ 2 90. � _ CONSTRUCTION NOTES a /8 cs� � - 0.00' _ - 3T R - /O R 8 DO B. N 4" A. A. V CONST. C. 4 j 4, tYl7Zlt _ / `C et � _ � e N J % L 'S/ 7/ ' - �— � -� L = i2.57 Q _ { Q _ V r /60/' w n U < 2 ER PER D HEFT 1. r : !8 OD , Q CONST. 8 CURB AND 4 8 GUTT ETAZ L ON S Q a-- RACTr � � o v W � s v I 2 2 APPROACH PER Y TD N . .'1� Q 11 Q CONST. DRIVEWAY APPRO C CIT STD. DWG. 0 t 111 O J 1I V 'NI Q Q Q 1. 2 OC v h = a� v . o 02 v n oZi a� h u o J - ja� I h e ar �— INSTALL STREET LI GAT, L.M. i 4o, rX13T. JMp�OVfAl5NT3 v1 2 h y. N-0 �e. 202 /aW6N 8ro � � rex / 4 3 6 -t. �p b � �� }' n Z `4. �p REMOVE EXIST. REDWOOD READER. , v ao Q 1 aw n/ . / r. ,P.�r 0 2 or 8 � �� � ♦ � D N D Z, �. 7 � \ v Q REMOVE EXIST. BARRICADE AND TEMP. PAVEMENT. . - -- - -- — -- 71 — -- - -- -- - -- -� - -� — _ — -- BO--- CONST BARRICADE PER CITY STD. DWG. NO. 404 'AND TEMP. PVM r CONST. 5179 .nW6. No 405 0 03 6•P. JOIN EXISTING A. C. PAVEMENT. / 9b 9 EXIST. l0 W.L. 6� ��arc. �- 4 (106 7f T.G) � 5 O 78 F t GXi5T 8#�EW,Cie o+ 9 (s6.22rs> — I I1 �, G -. 98.95 rs T s' G -- -- -- S l0 CONST. TEMP. 6" A. C. BERM MEDIAN NOSE. M Q•� ' ogle �� -- - - -- ---- 97,00 r6 ` �734rc. tal —aj �T� // CONST. 6" CURB ONLY PER CITY STD. DWG. NO. 301 . ',, —- - -- --— - 96 Tc 53f �- fig.95 F 5 Axly Vl 5�7. 9 °J4 r c. J .� �-� PROP 5.D. +� o �h / ^ •_ v Za �' '� /5 r5 �'� 6 /5 60N5T. HAND I CAP RAMP PER 0/1-r 57x7. C W6.N0. 310 BX T IdW.G, —'000 93.9 P l�" �' l C4'Al-'Tr ^rZYN000 AA-4 049A' —�r 98.36 FL. ¢ W/1�� 4-rWe-X /.0-C. K/ALK �R G/TY� p� l�.'S ,'3/D '.5l1. 0'W/s7� TRAIL � � � Q �, I 2 I y I 2 � - � 0 0 Q� I �C 3 OV�N1 NT5 a� M � �XJ Tl PR mR TR.195&5 vwo N-'W O O j V Q ®--GoNJr uAlpeR 5/,pr-rwAG,� AwA/lV /"�R c1rr vrG• ,tom NO. �o7 ' sHBe r N0. Oo or m O '� Q 7Z7i�i�.A !�/ST.4 /�r2� / h I - h ' talar ter, w rR�s1TION ramie P&FA/1 h/ - - h N 4�2"xc/40�IVG. r» I n O v q o '+' 3LEG1��5 IY/r v W I 1yb� �'fz/oR Jv �Q Q � ® 5 4 I ;'`••A�_:T ;V G. /♦c...:.5 ...7 D✓�f? .5�E�VBS� G•4f�c� ^ � � O� � � J • DESCRIPTION of REVISION DATE APPROVE CITY 0 I f RANCHO CUCAMONGA G �1� PARCEL MAP NO. 8842 \ti �ro� it �ti IMPROVEMENT PLANS FOR a �' �•� TERRA VISTA PARKWAY ' FROM STA. 5+52 TO STA._- 10+28 v - ^ APPROVED 8Y ATE /-Z3- __ __• • GTY ENGINEER RCE.No 23889 n 0 77' v /�w DESIGN MA LE AND ASSOCIATES, INC. RECOMMEN ED b OF SAN BERNARDINO COUNTY d r • �• 1 \ r( CONSULTING CIVIL ENGINEERING \ • : J DRAWN AND LAND PLANNING- SN-EET SI�I�W,4LK , r��,� 545 N.Mountain Ave.,Suite 106 IeA•IN• M•B. UPLAND CALIFORNIA 91786 �— OF VQA' d� ♦cGAL� /"=l0' HW(7t 9106-e949 —� DRAWING N0. 4 DETAIL ► �'�iNF' �G,aw HECKED RCE No �¢B� 9 FILE No 26-7-V 92� N-W. TERRA V/5TA ME/GHBORNOOD PARK I T _ a - + Tt - -- - BENCHMARK : : — - -� iiJJBENCH MARK NO. 96-B i i - - -1- - - - - •I � tp ^ V AT THE NWC OF HAVEN AVE. �- .�• 19TH ST. , 44 FT. W. HAVEN T , I 1 2 -- - I ii 9TH ST. , SET it s 1 `c N N �` & 8 3 FT N �' 1 I , 4 �.. �• o o , DRIVE PIN W/C.S. TAG IN TOP f t 1, l i i 1 1 1 - _ �— - _ - t AD WALL z F R 24 1 t t : } I - - t - - - - ,/ + -t - - - L - - CMP--ELEV. 1430. 686 '�1 7 � � f F A H jool;� i i b 3 oer I f f 1/09 7 7 7-1 41 4 -�1 - ' - �- - - - i 1 I i \ \ \ 11 . ! f } t 1L4 fit } ♦1 1 Q ►� O � � - 1 t t 1 1 2 i t ? ZA-Ni r5 t - 1 1 . R - ' /oma . , j � } ♦ �! ����/ �` ��� T V� 1 � � : f � - --- + T -_+ _ _�_ --�---�---r- _- � - �O - .goo- SA es 1 ♦ 1 1 ♦ r , 1 1 1 • • 1 1 1 f r • 1 r , , , 1 1 r , , 1 . • i • I 1 7l f 1 4- -4 - + - - - '000 ' ux - Ile A0 • �� /5 ��( 4 4. 17 ' NO. 1572477 r ��� Fes,corls�tucT►ou �ro Q � �m � ,�,o � d � �• �� �1 ® � e\ � 4" �r � ►� p �`� N 8 DET�,ILS OF PROD V' I 0 <o h G -. ,4 PrGIS>^ GRAD I FlArl a N < I r �xi�T�•r-��-� .� .v�• �,e ,� �� 1 �� R� of �T r�ol t57�. ,� �,2b G. SNIT 80 ,32 6 +U � W � h x R A 0 0 fYP N c,� 0� Ack �� b� o MAX. ro 4\10' , 3 1 . 31 3`Tt MAX. /2" G.G. PROP 8 v.c. sEWGR /VGT'O_¢%6~E �► _ ` .y<,! °r'�L wo -4 ��� G�U,�I//� rey' _ 17 F� Rim 316E G! TY 5T' �7WG• Na � E,r.�sr e7"s. v SER G,grCH eA5/1V RE/Nri0/ CIV V' d 0 , CURB OUTLiT STRUCTURE v 'c U �v e" e h L 373 G , r4p N t AI Vl m '� ICONS pR / : ?O ^ r S -Or-5, .3 " / , W � S� 7'Rt'�T ChQ • 0' 20 20 /d nEwqL� \ s MOUNTAIN VIES c.� � DRIVE * 4�LIKE � ytGHT uoT1: . LL SIGH 1 URINCo MA lA \ eoNSTR kCr NIEW DR,4VF- ARfi�� Mr) Rl'VF_ 1ST• DN.vr_ A GSSG TER, L5 Q APPRONNil .ADD/ MMO\T- S i�T-MMS; AND 9WeW LV IR. ~� � TO 51= ReWVI=D TO T{KM APPftO,IAL 4' TRACT f4c1 IS .RY "DOLE A¢ o�t,4T 1. �i•0� CONSTRUCTION NOTES - X or TIME. Crrf TRAFFIC �NGI9r_f! Z,. � A00 HAIVOICAP /eAn��, Ch'llsS W I_K , smeer TREES AND co/�ISTRUGr/ON NOTES. _ - ,. Mgoov r �4rrnc/9T / CONST. q♦, A. C. / 4" A. B. � - _ �s�lfi9L�C �- 5 INSTALL STREET LIGHT, 5800 L.M. - RA/ E STRV�l f t �.'-, To /7tt2•A0 firms s7�t./�f .20 �/e% � 6 OG --REMOVE EXIST. REDWOOD HEADER. . D ESC R IPTI 0 N o f REVISION O7 --REMOVE EXIST, BARRICADE AND TEMP. PAVEMENT. ® VOID (d'i•ot DATE APPROVE I --CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. NMr M95rP.DM6.N0405 �, © ONslRUG N /V4res M� STRcET ES ® * * CITY of RANCHO CUCAMONGA 9a--JOIN EXISTING A. C. PAVEMENT. /. ALL srR6ET T Es ARE To �E PLACG /N AGCO/tOANCE W/ THE G/Ty STv. OW . Imo. Go/• 1� PARCEL MAP NO . 8842 CONST. REDWOOD HEADER. t• ALL SrKEET 77eeeS ALL �t3E S SOAN0 P°tMlTED/y CONST 9ANO/CA)-R.1Ml" �R C17Y STA MAX0 DOM- NO. J/O. As 10 O/N& 17 G/Ty H DA/C �eOSA o/e 6058 0 As PRoxiM/TY ro NAR E oicjATE6. �J STREET AND STORM DRAIN IMPROVEMENT PLANS ® /7 CONST. 8" CU_F B AND 24" GUTTER PER CITY STD. DWG. NO. -303. 104-� AS-9 S. i6ACKrILL M/xTURE r ALL BEET TREES SHALL &e 52P.ce /G5..5/' 634 FOA rER THE REcvMM r0ONS AN ER6oNoMIG 60/LSmoo.ae' /, _ J�,a¢' MOUNTAIN VIEW DRIVE- ®�d --CONST. 4 ' SIDEWALK PER CITY STD. DWG. N0. 103 REPo/�T ful�N/ ED Ta THE cl iiVs/•Ecro/Cr �/ - �. NO am Lee EE SNAIL Se /2ANTEO ERE THE CCNTER C /6'���" 47d.c�' %5/.50' iTi.�Z' &__ CONST. 27" R. C.P. 1250 - D. or rHE UNN /S ce-OSeX THAI/ rHl-,e rEET CS'-) 710 ® d �0°00' 00 " to- 0011 15.71' 10.00' FROM STA. 9 96.34 TO STA. 16 01 . 12 THE ce or cv�B un/c.ess orHe�wisE oT�D. APPROVED 9Y 2�— CONST. CATCH BASIN NO. 3 PER CITY STD. DWG. NO. 504. • S. Lc STREET rRCEs AMC WaleCT 70 M/SI'Ec N ATE /"Z3-BG ' AND AcGerjr�� ,eY rflE c,rY ENC/NEEiC. _ GTY ENGINEER RCE.No 23889 / CONST. LOCAL DEPRESSION, CASE "B" PER CITY STD. .OWG. �, •0� C' DESIGN MADO S AND ASSOCIATES, INC. RECOMMENDED No. 518. �,� �. �", p OF SAN BERNARDINO COUNTY , ee/V.ST. cT/�B ovrGEl.�I'iPl/cll�iPE /�je /ZFr/4/L rN/'F ` hhrr /NTAtt /S aAt-. Cm-/Ahoy-3r5 RNAGArc,rn01DeS CONSULTING CIVILANNINEERIN4 f AND LAND PLANNING AT 2o' O.c. I-eR sro. owa NO. ao/ AND � � ` DRAWN 549 N.Mountaln Ave.,Sulte 109 SHEET NOreS NERC ON. +r /1I•L.d UPLAND CALIFORNIA 91786 3 QF /5 GO/Y5r #141YV/C,4r R>4N1P CER G/TY Srs tVW6 NO. 3/O ®— rwmow EXIST. Cu" * Eu'[Tm At�D atm!:) StR� TRk'�5 � comwCT DFz1V� � HECK PHO � 1 946-29401/¢BI 4 Cav5r Ae1//E'yr.9Y APP,eOAC# PE,e c✓rr 57,0 plyl Ala-Va AFPRA1+� PSR. Cl-TY STD' 9W_s . No , 101 ,1"` M C_ . ^"" ED RCE No _� DRAWING NO. 2 CO�t/5r Uyp--2 51Pn1V,AG� O,CA/N PES' G/rY �• arm• 1lb-$07(N 49. ® � �tDV>^ �MIGT. VNIM_ APPP-akc•k MRD INSTAL - SM5� 7_ �t f_SS C3 TD'T Q PSR• tj6TS5 MD L0059P CN s�I- 1, 4�,� GITY OAT FILE No 92.3