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HomeMy WebLinkAbout1442 GENERAL NOTES: BENCH MARK 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway BENCH MARK NO. 96-B D• y AT THE NWC OF HAVEN AVE. i Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all utilites and utility I' %/ W14 19TH ST. , 44 FT. W. HAVEN Works Construction - current edition. Contractor shall be familiar laterals within the roadwav 8 3 FT. H. It 19TH S T. , SET have been installed, all on-site i with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and DRIVE FIN 'w/C.S. TAG IN TOP Specifications. all unacceptable park-ray and roadway improvements are re- w)-roVdM,eN /Wit Tcic)t Vi1571 rltw . 3 )"eT /Mf'TOV0,"4W AT THE E. END OF A HEAD WALL moved and replaced to the satisfaction of the City Engineer. ZWWG No. ShnF75 N . FOR 3-24" CMP--ELI✓tl. 1430.686 2. All pipelines or substructures of an kind, telephone or !/AR/� - 06' P P y p power poles, water meters, valves, fire hydrants, etc. shown or not shown on these plans within the right-of-way limits or in adjacent areas where improvement work is to be done shall be removed, relocated or protected /7, P7 G, `, 27, t/AP,t•ffi//_/� in place as required at no cost to the City of Rancho Cucamonga. VAR/�5 �M/N -bM111 3. Any contractor performing work on this project shall familiarize him- G .•�' ILCVCI. [.ANiC self with the site and shall be solely responsible for any damage to � � existing facilities resulting directly or indirectly from his opera- ' � o.� -o.�' G�67; ��, aW,�, asf;r I Q tions, whether or not such facilities are shown on these plans. - -�� N/��, �-- �y ,8,45E vi✓ .eGiGO 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering ONVO Z2' E �y Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way. _ ou,vr^/N - e 5. a�L.6 Al �"grade stakes shall be set by the Contractor or Engineer. Paving -� ( Ib stakes shall be set at all hinge points, edge of pavement points _ ,V `N+o� within 0.01 foot of sub-grade elevation and at not more than SO foot �'ERRA VISTA PARKWAY �AS't intervals. Additional paving stakes may be required by City Engineer �_ r- na P CONSTRt1C?t011 NOTES TOR STw" TREES as needed at warped or vertical curve areas. 94 TYPICAL SECTION 1. All street trees are to be placed In accordance with City , °� SC�1 L E �iTP.P�� 6. All sewer, water, electric, gas, phone or other utility laterals, Standard 601. POT TO � �� O 1 mains, or crossings shall be constructed prior to paving. !. All street trees sMll be staked and planted according b CCity7. Compaction tests of embankment construction, trench backfill, tom- 9 Standard 605A or 6058 as proxisllty to hardscape dictates. VICINITY .�1 A P- '� i✓E r-� pactinR original ground and all sub-grades. shall be performed at no - '��-''R �` 3, lackfill rAxture of all street trees shall be per Mt ��_, p��wErr recommendations of an agronmlic soil's report furnished to the cost to the City of Rancho Cucamonga. A written report with these V) tits inspector. compaction tests shall be submitted to the City Engineer for approval `� s t > 4. No street tree shall be planted where the center of the trunk Is prior to the placement of base materials and/or surfacing. closer than.three• feet (3') to the face of curb, unless otherwise 8. At the completion of Savin a m noted. p g. materials r i a l s report shall b e submitted t o /M�oVA►MffN7's rpr)e A70G1t/7,yI//V V/au ,Or+c/vef .•JT1t�i C 7" /Mata v. /1e.,4,W �� � 1. All street trees are subject to Inspection and acceptance by the A�,G MO /372, Sf IVO. 2 f -9 GF pr !e the I City Engineer. i.ising all tests or determinations completed to 33 3 City Engineer. �� I ORivE i� verify stability oi: content and Gradation of asphalt Paving 22 9. Prior to instal lat i(� , of any r1aving . a materials report shall be � submitted to the Citv Engineer. Listing all tests or determinations s ,F;Cr completed to verify: . sieve analysis and sand equivalent of I W 2 /O �O ' 'O /O 2 ' aggregate base. E 5/y4neT- h 2_ ' rf�RA 10. Paving shall be performed in accordance with R-Value and Pavement tests _ I ,� Ve✓,-/. v-,/A/67 " 'E .3.f�E�T3' 7 taken to determine structural sections (prior to final plan approval ) 4 FO.� �•T��TT.�Ee`�'. ' /FT -.0.160' 0.216' 0.,90' ice = • ANO STREET T•eEE 'jj� rs I CO�t/3TlJCT/ON�t/OTE3 ( _ 'i1 i 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grade shall be prepared by removing all rocks -�_ N ': ��� rr- _ �• ' l which protrude above the sub=grade and all voids or depressions shall I ._ be filled with a fine grade material of a quality better than the native RMEX MAPS` material. o yG��� • is � . 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant registered by the E.P.A. for use under A..C. and P.C.C. shall be uniformly MOUNTAIN ��� DRIVE �� �A! applied at the manufacturer's recommended rate for the full pavement width prior to paving. _ _ NO SCALZ QUANTITIES 13. Estimate of quantities is provided by the Engineer only for the con- TYPICAL SECTION ' CONSTRUCTION' NOTES • venlence of the developer, the contractor shall make his own deter- _ 13303 13303.1 � 13303'2 TOTAL NOr Tos��� urination of construction quantities before submitting a bid. Any item of work required by [hese plans which is not specifically listed in the estimate of quantities shall be considered as included in the / - CONST. 3" A.C. OVER 4" A.B. - - - - -- - - - 26, 270 t.f S3p3ooS.f 49 aOb S.,- /29,370 S.f. ��yt ,� other items of work. STREET TREE CKJAN I I I IES « " / /77 L•f 2, 79Y L.f 2 7G L.r 4 �g5 L•f 2 CONST. 6 CURB W/24 GUTTER PER CITY STP. DWG. NO. 303. .4 STREET NAME BOTANICAL/COMMON NAME QTY SPACING SIZE 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. CONST. SIDEWALK (W=4' ) PER CITY STD. DWG. NO. 310 . �,ofo S.*w //, E420 S.,-. 7, 1774 ,sf 24, oat S.P. BYRON AVE, PLATANUS ACERFOLIUS 29 30• 240box ��// 15. City approval of plans does not relieve the developer from responsibility' 4 CONST. SPANDREL & GROSS-GUTTER (X=3 ' ) PER CITY STD. DWG. NO. 308 . - 7G2S.f. /, Sod S.f 7,lSs.f -B,vas 'sF DICKENS CT. o s J\v G , '�v / O-- �fLONDON LANE TREE) ,5 for the correction of error and omission discovered during construction.yHARDY AVE. Pu..E. , Upon request the required plan revisions shall be promptly submitted to CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 . - 2 4A. GEA ea AA /4 AA' Pu.a 23' S. E. W the City Engineer for approval. *o t.f do 4."Or. HEATHCLFF WAY, ACHVCHITON ACERFOLIU 105 90' 24'box I TME. s, e, e' 77NE CONST. TRANSITION FROM 6" C.F. TO 10" C.F. - - - PALM MEADOWS DR. (FLAME TREE) _ 16. Work site and exterior streets shall be in a neat, clean, hazard free, I Eq 3EA -f EA. PALM �-- orderly state, throughout construction. Site shall be cleaned upon 7 CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO. 518 . IDGE DR.RABBET DR. I request of the inspector. �®- INSTALL SAT EET IG 'f S WtV U$'y y,'V-K ,OY 0.c C. 5 e�. /2��+• �/ EA. I /1/A /9~VU 1478 G 7, f1Y-LI EVPL.[llcfie EN/N D A t M it l'E A bR ALMA .l1Jt.BRiS SM 4 17. Native soil to be scarified or ripped between median curbs a--INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. ' S 401 i 402 . / sA. M• 4�o. 9 AA • , 24'bOx I prior to fill placement. CLARIDGE PL. (SILK TREE) 18. Contact u/vaf=jt�eou�o se /cis ALE Q-INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402 : / aA 154. 2 5A PR/O,' To EorCAV.ir�o/ f /Pr pis Tewuij ev, TW0 ►�A/N(; 54� 'S 3 I Pf/ A ,, /-060-422-ti,3.3. - 2 P/��/�O /�/� vE. /E E ,l E N� 0 // CONSTRUCT PARKWAY CULVERT PER CITY STD. DWG. NO. 507 . - �5�f 3 / Y /r N N'� /r j / 4 wry J4c•f 4¢LF �t.f NOTE: SEE STREET TREE LOCATIO" PLAN INTERIOR_ STREETS. A. San Gabriel Valley Municipal Water District �1 --REMOVe CX/ST/NG. AARR/Gave 44 TtAfPV w*�itr ^ii✓`MOvr #F JOIN 1!WS "AVEM&Vr- _ FOR TREE SPECIES SYMBOL, Mr. Bob Stallings (213) 969-2718 77 5.0 TYPICAL SECTION R= 69 for Base Line Road construction 6oro3r9//Gr CATCH OA51N N0.1 TER C/TY 570. DSC No. 602 CMV.V✓ PG" R AIV). - - / �� JAA 3. General Telephone (800) 422-4132 ¢-9� - ted GLARIDGE DRIVE,eARRETT DRIVE,CLARIDGE PLACE, _T_ for underground service v ///VyrALL W03,4 "NO 1Ptir4Cr'3/4,M ,a4" / BYRON AVENUE,HEATHCLIFF .WAY.FLAM MEADOWS DRI'VE,j ®--- C. Southern California Gas Company (714) 778-7739 • /I"/ W L 11&gVIA AV,- /10 VEP o B4+( ,30003 /6 INSTAL[- l5 aAL,. STP,.-_E7' 77;?,,--E /"E/'R s7Z). col AWO LI:6CND. DICKENS COURT & HARDY AVENUE �PEDLA/UGtS, CA. �t3T3 lN74'E If" Plt1ollTE tslIG21�i:K � �� THE FO460W1AA1 /M,&vCaAEMEtiT p,Q4W1,� a5 Ace ;1040W A PAA'T D. Cucamonga County Water District (714) 987-2591 CONTRACTOR AGREES THAT RE SHALL ASSUME SOLS AND CORD LETS RESPONSIS! I" Of 7wle SET : 9641 San Bernardino Road FOR .los BITE CONDITIONS DURING THIS COURSE OF CONSTRUCTION Of THIS PRO- •TE,2.d~4 illVrA AA,CeM1,,4y(EA07) AIVO M./*S-0. 5-3 UNE 'C�MWM Rancho Cucamonga, CA 91730 SECT, INCLUDING BAFETY OF ALL PERSONS AND PROPERTTt THAT THIS REQUIRE-g RENT SHALL APPLY CONTINUOUSLY AND NOT SE LIMITED TO NORMAL NOPRING MWAIrA/N V/E\V DRIVE TO ORGHAAD A✓ENuE.) 0)"%V/Av � HOURSI AND THAT THE CONTRACTOR INA" OFFEND, INDEMNIFY AND HOLD Two 6ffEE S / H)WUGH E. Metropolitan Water District (714) 593-7474 T T -,OL- OWNER AND TRE ENGINEER HARMLESS FROM 11NT AND ALL LIABILITY, REAL ' � P.O. Box 54153 OR ALLEGED, IN CONNECTION WITH THE PEktORMANCR OF WORK ON TRIS *AfAS 'E/Z /"FAN 570RN1 ORA/N 6-1 PROM A9/L1./KA61/ AVENUE 70 IL'L1//AED ..,OM6er LksNT 4476/1770n/* 2-/?-'12 Los Angeles,les, CA 90054 P1t03ECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NECLIGENCZ /Opp F7 E/45 ERL , ORA\V/AttG /400 a SifIEE / ANo 6- r r r DESCRIPTION of REVISION g CONSTRUCTION NOTES STORM DRAIN Of :HE OWNER OR THE ENGINEER. DATE APPROVE F. Pacific Telephone Company (714) 999-5639 - - 6. 50(E1 Vc CALIMITIV44 EDA59V ColifrA l)- (71-f �e.3-/J}6 u2 �T". --,-,c 6 '° ''`'eNU� C�-- � T ''QG'.� U-LGt40 .�E�P PGA/V.- --- /� L F •/0,-0ESTM/^A( ceess,,vc e,ez, V/5 fl NW CITY of RANCHO CUCAMONGA 0r-I E�5] 6,tEL� Ay Cge�e,DO,t 2/ GAIT. •30'.PC.P O-LGI40 �? .oL'X4/1/--- - -- •1G�¢ L.� NOTICE MEID//9/�! 1.AN054.0V,9: TRACT NO. CONTRACTOR SHALL VERIFY ALL • MILUKE�I ftVE. , BOOTH/l_L ,6LV0• r0 - covsT. ?4',QC.f�,O--Laay.�,Q Io�A/v- b5� /-.P= 3►NDCONDITIONS REPORTIALLSDOSS Z% 9EL/ N g /'CD. D%,16. A104&eS�L.5NT5.-LTHRU�_ 13303, 13303-1 d� 13303-2 L.F •. CREPANCIES TO THE ENGINEER TEIZA^ V TPKWY. e^roT, MIL-L-IXZAI A VE, To PRIOR TO THE COMMENCEMENT MOUNTAIN We%l , AA%11AAG NO. sH7r0- TITLE SHEET A 'F�EQC/TYST/�/�l�t� AV 5/O.- 3 E,4 OF WORK' THRU STREET IMPROVEMENT AND M.P.S•D. LINE 5-1 - IVATE ENGINEER'S NOTICE TO CONTRACTOR �- CAti5TMhl%3' CE,? G/TYSTOi�./�s/�- -- - 2 EA. •/°E2/MET�/L t-�NuSc�iPE P(11/t/s P� Ti't• N4 APPROVED 8Y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR TR.NO. ISSOS MOUNT^/N V/Ev✓ LNt CR/VE/TE� /1 STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF CONST -IZIVCT. 167,22. JO'A:,PF2 C/7Y NO.-AAVIP / EA. VISTA PKv,/y. e^57- DV�G- NO. &Hr-9. L_ 7-H,eu_2. CITY ENGINEE CLtt. RCE No. 249y3 QROFESS/py MADo ASSOCIATES,INC. RE MM ND AILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, THERE ARE I �t�Q !�`�1�1r,l�•�F` DESIGN OF THEINUNDEMPIRE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE -GO�`T. 1�Mf�,�.4,cyG. - - EQ. D h 3�5 Z� � �' CONSULTING CIVIL ENGINEERMIG A r CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO � � ;� AND LAND PLANNING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES - T t�v�f'C7%Op . . , ,STv. �7is/� SOB- E-Q• W ��jp l['�''� p�wN toapiChLANDKurch eNNING/07 SHEET Exp. �� ao RANCHO CUCAIMONGA,CA 91730 NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION 7 E M. T c1ie• rHONEfru►9aa�311 � �� OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . * * F. (7U)09431 OF `Pl•Ij� ��C1►1E0 \� CHECKED RCE. No MOM DRAWING N0. TE /919 FILE No. Z ff;nAECT , W._;L_AF3 7 pWG. 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B �'� �631� `uJ � 7 A4 5T0 / Y �1 K1182 F ti �► �1 � ^ ,e, �4f. 10 'k4 $ � �� 3 1111� • o v �: pj fo A o q h V !4 \ J iti /4 SCE✓/QED �3TirEET !./6HT [ar,�tT/o�/5 P-Id-?t 14 'V � 14e� (I � 1� I � til8b � u� DESCRIPTIONof REVISIONOTE APPROVE�� dS E �Ta 0 3 1 h �% . ,Q /4 CITY of RANCHO 'COIC Sr7�PMO1Psi//V 14 O�� BIW e b� �b I6 CQN.ST$UCTY.�JN. 1�LQ CUCAMONGA • �,PAiE.s-,r�ivr5 �• - � .5�, . ��•l T. �i ti ti a- CONST. 3" A.C. OVER 4" A.B. (-- CONST. .6" CURB W/24" GUTTER PER CITY STD. DRG. NO. 303. TRACT NO. 13 303 & 13302-2 a-CONST. SIDEWALK (W=4' ) PER CITY STD. DWG. NO. 310. a-- CONST. SPANDREL 6 CROSS-GUTTER (X=3 ' ) PER CITY STD-.DWG. No. 308 . STREET IMPROVEMENT PLANS 4 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. Gy� VE � 7 CONST. 'LOCAL DEPRESSION PER CITY M. DRG• 1IO. 516 ( � "G"}• o .�ysT�« ReNIRD HARDY AVENUE R T N a- INSTALL STREET LIGHTS #0a -=is .SlPdFY. /YscE AIApFd?CAH�6Yl�!'d3st/ATEO In'Ctr � yDE•✓ACK ',INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 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W t? z .� G ' � a •c v w tic a � Q � E• F F F F � � ►� V j I to to v) to to e o 0 0 o z • 1 ' - - - - - - - Air BENCH MARK: a BENCH MARK NO. 96-B _ - - 4 -4 14 4j AT THE NWC OF HAVEN AVE. 6 'J N toll- t„� h ,, N i • N t . _ 19TH ST. , 44 FT. W. HAVEN DRIVE PIN 83 FT. Nw/C.S 9TTAGTIN TOP �M , O. S .Now �^ 3 t AT THE E. END OFA HEAD WALL G� 3 . 28 •a - - �, FOR 3-24” CMP--ELEV. 1430. 686 {, 074 n1 W,i ter ,2 . KP* r /m ,N Z.:r 70. - — - - - - - u 2 ( • t I V I= X852 l0 _ _ It A �_T Tj Vi �9 ell N J-1 - i3 ° �°� - _ - J II A1 1 . - i . t 0. 04cl. 49 1 c_lip 4— t ink • ° L-107 s/o /! t y lg N I I — - -- - - -- — - I I N - t 2, RD e , .C• QHS ' ;- - - — - - ' I t •^ t : ah _ e - - _ - - 'Q { -- I - - - o t - t _i - { r- - - - - -- I -- - - - PROFILE t �-- - - -- NOR. 1"2 40' - - - - - ' I ' - I vER�: i"=4' o / 2 3 4 6 7 CONSTRUCTION NOTES: • • /--CONST. 3" A.C. OVER 4" A.D. @--CONST. 6" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303. �- CONST. SIDEWALK (W-4 ' ) PER CITY STD. DWG. NO. 310. r (j)—CONST. SPANDREL A CROSS-GUTTER (x=3' ) PER CITY STD. DWG. NO. 308. yO—CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. `7 CONST. LOCAL DEPRESSION PER CITY STD. DWG. NO.518 . r &_INSTALL STREET LIGHTSD Ct/16l1;9V�If�i'DY3G.C.� R1/D f�KAh97 GAJ�dINAI'Ep Or /.ENELOPCR =A137,4CX- 86HIN D l4INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 'S 401 402. ` � • `= �a � � L PPS !A77i�9/dW �/Al? C/lt+l�,4wt7 9T1/P EC4GN,D�2R f1'D. DA�f. SIL .IRO1 � M1 `? � w , !4 C Q At r4 f4 f4 cs�. 15 332 /4 3 11 24 25 !4 a�: p M k `� y 3 .� 0. I �'�qe I < I ( �� 3 �-- ocrrsT. �,rc ff A5,A4N /A,. t P� o/rY e7v. �• No•sot(w f v Prrc p ,oaW). N f 9� 27 28 '0 2� s 'g � k g o 3 b �` M Q , d01 ? .r fig:6 �• r y k M �/ I lP` l4 CaVsr DI�'!W APPMP WC)V (�N=!G; X-S) �R 07Y 5777. 04G /M.!' .� 0 14rtT ; 8 �v ,. d O � � .� � ..�;e'l N •-tom• : ., . - � l276,�9,A J K �y � +, � H Q � �y1 ( I � , � o �,`'� ,��� �. r:sem-- -,�:�1� ' , � � "2 �:!2 r� � ,� .r � _ � ,o . y ._ sa 7*s`'r i �,•"'r/ C W! D/A � - ,t /27/80 T_ 1212 Gfl� C 1k•\2 1 '- p�G 1 \ L' 2 3 -r�� ,� �/ ,{L �%2 r Z 2 l le 7/•.30 /2 J2•/¢ � �� �� / 2 3 7 � � (/277 06 dt� � L T N 96.04'/ "r I ! R7 N l o I is 1�' N (o4g'/2 E �` _ ,�.�s;cr Kls.� 5 �_ !2 X6I rc, f l 2 570 �. r.�. N .,y ( /4 •6�'r," 31?.00 o°4 �r7/'ca r` 'D I E N y e &71•/3 /77z /4 .� �3C,@` rrz7a.00 ) I I " ' y n _. ? ,Z5I� X41 5 ao Y ,J L`g•fl2 5 Q �_ J r �I ) b /f 6y'sa //[.00' fl- at If.71 \ ° ',�•: '��' y 3' D2—3�_4 5 _� _ .60-Lw— —�- �y �1 J% o�D , , 5 .oma I I c 09• /l,/9. cw•o0, /o!. "' So, 78' •0 - tl1,� QO .� co l2 �� 5T0p 3 2 /Q T ®_ Q1• //'/7 a-40•00' /0'f• Z3' �I't.QQ' rn M Of /I /f, 6Gd•00 /07 . !/ 63.67 �eEv�sEa ko, .• �. 2� � II •• /e'� /d � .� � � P W P 89 21'0a* 27. oo ?2•// z6• ro // t/ t7•oo .+�•go Qa•97 D E S C R i P T( 0 N O f REVISION nj ,E 9/-JJ: 6 �� i IF' r I I I '� ` 1 1 H G'o3'3/" C7-00' fy. 27 ' x.02' OATS IIPPROvE r V1cA-�AS`°Y'aT 9 CITY of RANCHO CUCAMONGA 91� gNr• 2 oP 3 SH�s.� 1 3. 23'.'Ft" N ,00' •rj.o/' p8.6S ' �l&r^ /77' ray &11s J /9° /t'°7" 9/8-00' /°6.61 �`. 79 /Agp/co v RNs. T K 0 • "ov,,/o" X0.00' /1'0•/6 ' 7/•81, 14 TRACT 1110, 13303 '- 2 a L l7• fO'�° 282.00' d6. f3•a3' /a•s?'°�" 0ee•00' !3.Oe' '�'�` STREET IMPROVEMENT PLAN ' N to• sf'03° 100.00' 9a•rc ' }�.'� ' O� 45'b," 3,-8.00' �.. ' ,x.23' pA�j. IliMEADOWS DRRIE ALISIRMDOWR��TL ____ _ _ _ _ __ - _ "pP 7 '2700' ss•75, 7,0 ' APPROVED 8Y _ ATE�•'�4�4• a-- '?0' 00'00 " 27.00 +f 2.9/ Q�.00 GTY ENGINEER •, RCE.No•24953 Of E33/p M M N 0 DESIGN MiADOLE A sSOCIATES,INC. TOM OF THE INLAND EMPIRE fi +� G. H. CONSULTING CIVIL 04GINEUM q fit. No. � 8 i� � \ AND LAND PLANNING 0: URAW N RAHM CMA OW ChtnCh a A,CSA 9VA S T E+IP �� _ 6•P,�. rno►�crul seas„ QF *fj' CIVIL NECKED FAx��+1 CE No �'a _ DRAWING NO. ATE s FILE No +' • i P G STREET / 1R. 13303 - 23 (0,27) PF : 126810 2,51 14-Jun-88 00:24 �'//i��1c6-881��U- 1 PRO.AECT 59L= AV. 7 t OkVs• DATE: _•2-/3-ft BENCH MARK: GENERRL MOTES 1. All,work shall be done in accordance with these plans, the City of ,�� BENCH MARK NO. 96-8 Rancho Cucamonga Standards and the Standard Specifications for Public �¢ ' CONSTRUCTION 1�IO'TS & QUANTITY ESTIMATES AT THE NWC OF HAVEN AVE. i Works Construction - current edition. Contractor shall be familiar 19TH ST. , 44 FT. W. T HAVEN . �� ' ,(D-CONST. 4" A.C. OVER 4" A.B.------- - - --- __ 60, G91ea.�':Q t IV FP N. IPC 19TH G I SET with and shall be responsible for adherence to these Standards and ---- ------- ----- ----� -- Specifications. ® DRIVE PIN w/C.S. TAG IN TOP AT T11E E. END OF A HEAD WALL �" CONST. SIDEWALK PER CITY ISTD. DWG. NO. 103 . 4,4-W s•j: t rs40 sir FOR 3-24" C.MP--ELEV. 1430.686 2. All pipelines or substructures of any kind, telephone or power poles, ¢ 7 /` G +� uVcr�s s' t' /�j7� water meters, valves, fire hydrants, etc. shown or not shown on these !!' a--CONST, HANDICAP RAMP PER CITY STD. DWG. NO. It�2, ---- --- - If 4A. Plans within the right-of-way limits or in adjacent areas where % Z'To /Z improvement work is to be done shall be removed, relocated or rotected I r 111%SPALL OM7 IeTL,�T(9� L///NrA1/) If/!3.1i �Y 0.0 e. in place as required at no cost to the City of Rancho Cucamonga. O.S�� �O.i7' f� �� 4 APA AV �,VPAV,9 4WX,01A/i1reO AW'-� �O �!. -- _- - - - - - - -- - I ;007 7 a-- CONST. 8" 46M0 6r 48" Gt1TTER PER DETAIL ON Tkts lHMf. -------- 1,672 L•T 3. Any contractor performing work on this project shall familiarize him- p/ ry� I ,X ' A/a��7Ox I self with the site and shall be solely responsible for any damage to "` - -CONST. 8" CLWBr ONLY PER CITY STD. DWG. NO. 301 .------------- 2,5/x✓ L./' jQ --- , existing facilities resulting directly or indirectly from his opera- N.6, CONST. BARRICADE PER CITY STD. DWG. NO.---------------------------- tions, whether or not such facilities are shown on these plans. 5 � 6 / 5 ? o-- /80 L•r• 4. A permit shall be obtained from the Citp of Rancho Cucamonga Engineering 0__INSTALL2" X 4" REDWOOD HEADER .--------------------------------- 1O2 L,� ' Department prior to any encroachment or construction within City of --__-_--- : Rancho Cucamonga easement or right-of- 7O---R way. EMOVE GRIST. BARRICADE AND TEMP. PAVEMENT --------- ( /! ? iN �- JOIN EXIST. PAVEMENT. ----- ------------------ 5. All grade stakes shall be set by the Contractor or Engineer. Paving TYPICAL SECTION TERRA VISTA PARKWAY EAST ____ ________._ _____ 64 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 SO foot TA 5 f 7 5�'�/ CONST. SPANDREL 4 CROSS GtTTTER PER CITY STD. DWG. 110. 308 ._= / 030 5./4 Intervals. Additional paving stakes may be required by City Engineer SZ ZV 0M.5�3f89. A0 :11 s needed at warped or vertical curve areas. colvor cuRSdi'DE ORA/NOUri-Er *ERG/rr �sp•PYANAb• /o7-,e •i. sewer. water, electric, gas. phone or other utility laterals, ---•• ----- LIF t !/ �•R '� mains, or crossings shall be constructed prior to paving. ��/ /gyp/ �• �(,�- .avvufr to. M H. rw 4acQcw 3 LwA. 7. Compaction tests of embankment construction, trench backfill, com- �-- cakcr. PLZZ5intAN XAM2 PW. ZZ19 r_ OV 'AYEET NC 2----------- J EX '1 patting original ground and all sub-grades.shall be performed at no SO to S/4w 'f't"'� , , /` CONT COmGE � CDI4mm--4-new 4x^rS Orr G7Z !.1 cost to the City of Rancho Cucamonga. A written report with these /?e /y, ?7, G, G, sy, �D�1/l'/C'f I/-� al,Wd1U�'ll NGl t !f dV i1 / t'd4N0 O � `' -,/F/C G1 /T compaction tests shall be submitted to the City Engineer for approval �'-6' CONCRETE ilM✓�MENT ,r- ✓A�E f G!• QEF tbi1_S RFPaeT trrrF.e pUa�C�1 �•`, prior to the placement of base materials and/or surfacing. 3' I/' /a' /i ' //' Q' zwmo 9-/f-,?a QA?K NZ 2 N r, S. At the completion of paving, a materials report shall be submitted to iANM 2 a-- cw5r- am-9/OE OR/IN &ner' mRG/Ty 7. PtANNti./Oyvt . ----------- ---- --- L•f t26 L,P: o the City Engineer. Lising all tests or determinations completed to ` LtVZL L/MC I © 18 Cly EX/5r. CURD '6l1TrE1R I�#0 a%VF IPP1'C4'�G�' /�4/Iy STD.,OZANAb, /O!-C. T¢S verify stability oil content and Gradation of asphalt Paving I , , , as-1 •�o.'/o 0'6 CP7 a'!0T 0.s' r - - . - - . - --� - - _STORM ORA/N CONS TI'CUC T/ON NOTLcS 9. Prior to installation of any raving. a materials report shall be ?�� t 1 I ;( j submitted to the City Engineer. Listing all tests or determinations \� ' 2: r >'o -- - -- ----- - completed to verify: + sieve analysis and sand equivalent of NG 7t CoNST�zuGT 30' /eGP (/>-/000 ) rALM aggregate base. . 5 � � S aCONSTRUCT XA211HOLZ "A" PER CITY STD. DW. 520. -_ _ -_-- _-- � Eid• ` ��� • 10. Paving shall be perfornin accordance with R-Value and Pavement testsCONSTRUCT BRICK E MORTAR PLOD. taken to determine structural sections (prior to final plan approval) �- �=/ 4�1YGKf1T -q"I TlIGj Oar 4/P 014G/1/ ,Vre 4V77 4W /tv^v e4onofm%q , 11. When improvements are to be placed on native soil which consists of a - t ' rocky material, the sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall VISTA PARKWAY 1EAST �rlAy ,E- *,#Afe 5j'77&AI l SCE) @-`------ / • be filled with a fine grade material of a quality better than the natio* NO SGAZ_6 material. /�f� � --------------------- -.,M17VL� EX/S /lt� C19A�✓Ggp�- �L.i 'I'WICAL SECTION 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant SOt27 LL �T registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly /�/�/,�� ,q• fL8 7tJ� 5l�'1� & 2 6�0 applied at the manufacturer's recommended rate for the full pavement _ ��l , width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- 5i0 , n�X p urination of construction quantities before submitting a bid. Any sc� item of work required by these plans which is not specifically listed �~ /7" '�'•3� �3 In the estimate of quantities shall be considered as included in they' ��• 6' /6' ¢, =-VAR/ES 0'-S' other items of work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. o.�' 0.6 ' 7' + VICINITY MAP 15. City approval of plans does not relieve the developer from responsibility �- ,7 7� p g�p � No .S!.rc�LE for. the correction of error and omission discovered during construction e'S42V Y. /.46% Upon request the required plan revisions' shall be promptly submitted to Z�4; the. City Engineer for approval. NG' - / 6 5 4• TD /.7.4YL/GH 16. Work site and exterior streets shall be in a neat, clean, hazard free, 5 / T orderly state, throughout construction. Site shall be cleaned upon se �� � TYP/ request of the inspector. © CIG SEGT/O/V TERRA V/5T.4 PARKW�4Y F.q✓�- T' 17 Native soil to be scarified or ripped between -median curb@ prior CrA. 49-. 00. 70 TO 5TA. W 70L?Z 04 AMBO fill placement. VWA .5f�-OCe.47 7V S;rA. 5 vL/8. 9Z �� elm to p _ =a0 R=69 18 Contact underground services alert as required, two working days 46 ow prior to excavation. Phone # 1-800-422-4-133. Provided for your TC. ELEV. convenience are the following. &0OW49 y W�or ' A. Ban Gabriel Valley Municipal Mater District Mr. Bob Stallings (213) 969-2718 la ' for Base Line road construction 4 B. General Telephone (800) 422-4132 BIZ"Q /'¢" LL1 for underground service , ,Ws A"( - M*;7 O'- /O' ¢ TK Q DEED REV/JlONs FOR . /54 0 r2 A 5 SNoWN C. Southern California Gas Company (714) 798-7739 , I ® ON 3HfET¢ _ 4•�'-+p/ D� 1981 W. Lugonia Avenuer 9eMorEpex111 y r Avoeo rb-4 VAI�e� h AT Redlands, Ca 92373 05' ' Rs 50.3' Qm 10. ni?.Z.0 f frf'63-6z.,3 E�'+��N6r,�wo��wtED R/NI� /0-/2-98 _ R - D. Cucamonga County (later District (714) 987-2591 ,� _ g" �- o s.p7• QsryeerNvo.2,/9r 11640,REV,QUanrT/TIES ONIN�hl 9641 San Bernardino Road . `' J_ 'n K AID E MEA�tN D4K�7. /NT Rancho Cucamonga, Ca 91730 - NOTES: '. :.'._ :�•:.•..� 4 ., QAp/�Ep RVB OATi1 A�� v� v s�znaw 7F9" _ CIC,/ lOrA PKAY a4iriT ge!V o. QU/WTiTiE6 G• / l� E. Metropolitan Mater District 714 593-7474 / O rLE:���� io fE AQ-4qA41- 404E �5��7ZrO d• C&M arrE.?' "�'�' p ( ) t. ALC CZIR65• SILL 4SE Cc�,cSTR�xTED //V .4C-= A%k4/E'E d• ,GG. "�•� E6. D ESC R(PTI 0 N o f REVISION DATE PPROVE P.O. Box 54153 Wf 774 7-,VE e_47FST E;0/r-10A1 � TSE "STD. 5►P�,. FOR W r Los Angeles, Ca 90054 v�A-1<s t=,..sr" UNLESS C7rAIeQia//SE /NOK'ATEO. S10501ALK DE7AII. - CITY of RANCHO CUCAMONGA F. Pacific Telephone Company (714) 994-5639 -"a-- - TYPICAL SECTION /Z ' '�' /' : /o' G. Southern California Edison Company (714) 983-1746 . ,. ` QaOfESS/0�► TERRA VISTA PARKWAY EAST 422 North Second Avenue $ CURB FACE & -48 GUTTER Upland, Ca 91786 .T. �4 �lllilly "'� �`�� � ��. STREET tMPROVLMLW'!' PLAllts. ' �� r AND LINE "C OF M P S D 5-3 19 The final or surface layer of asphaltic concrete roadway pavement � ►�;0. ��gl4'�o m � � �; f��; No � " � " shall not be placed uBtil all utilities 4 utility laterals within 3 l-Q ® `�► �►/ MOUNTAIN VIEW TO ORCHARD WACATED) the roadway have been installed, all on-site improvements including ,� �+ r`. all grading have been completed, and all unacceptable parkway and x T ITLZ � VIZ T roadway improvements are removed and replaced to the satisfaction of T -`v�F � }� APPROVED BY DATE rte= the city engineer. PRIVATE ENGINEER'S VOTIC$ TO COfi1TRACTOR ' SPECIAL NOTE FROM P41VATE ,$NGINEER TO CONTRACTOR � / NOTICE GTY ENGINEER 4"f?'.4 RCE No. 20 On the interior streets where sidewalk is adjacent to the curb, the THE EXISTENCE AND LOCATION OF ' ANY UNDERGROUND UTILITIES OR, CONTRACTOk AGREES. THAT, HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY CONTRACTOR SHALL VERIFY ALL installation of street lights , street signs and fire hydrants shall STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- CONDITIONS AND DIMENSIONS DESIGN MADOLEAMDASSOCIATES,NIC. RECOMMENDED be lots%ed behind the sidewalk. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE JECT, INCLUDING SAFETY OF ALL OF THE MUM EMFlltE V. civ PERSONS AND PROPERTY; THAT THIS REQUIRE- AND SHALL REPORT ALL DIS- J.LA/. ooi+s<xTw4cpyre a 291Lr fF��-- 1 SO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CREPANCIES TO THE ENGINEER AND LAW K W04G CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE PRIOR TO THE COMMENCEMENT DRAWN "MChwchSbUM,S OW SHEET mwcao cxuwuroNa�a nrn PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OF WORK. � �� �_ OF NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE KECKED RCE•'NO /¢� DRAWING NO. OF THE OWNER OR THE ENGINEER. ATE FILE No.- J./�• /26-8/6-5 Pirt2A GT 51AW r AV 4C Q`r � ♦ + ♦ ♦ ♦ t ♦ ♦ ♦ - ♦ ♦ 4 ♦- t i �Q•y. ♦ ♦ t } ! ; } t } - f + - ♦ f ♦ i ♦ .//3\ / ( 1 f BENCH MARK krr, 9•77 , # # - - } + } } t� I % - r t ,Aw - t 1 4> !1�►R1C 110. 96-8 . # : a i t ( - AT THE NWC or mAvEN A.VE. i VVI Vtd19 Ao i t } 1 % } i t } % % - - - - } } } r _; } } _ 19TH ST. , 44 FT. W- HAVEN 1 E ✓�' 6 �� j, i I .. - S _ I i 83 FT. !f. * 19TH ST. SET 14 1 v-�Q ' b '�' a : G IN� Y:/a� _ I DRIVE PIN �+/C.S• TAG IN TOP . . �: I } } R? } } : % t'' t } I t t AT THE E. END OF A HEAD WALL v �, -•i_ 0 i ( t h, i e 1rOR 3-24"- CMP--ECFV. 1430.686 w - ? t , t i ^N• t — i i I 11 x; ( ,c 'o I y �g z 2 : I i � �] , x urt Ka + Alp it rff w +� 4 _ - $ K* ©1� *i X11^. j �h -16 1074 : . . �F ►,�► Z.r r 7a C. G.f a• N 114 t I es), 1� - C. --I - - - - - - - _ _ _ - . . • �_---- - -- -- - _-- -- _ _ _ _—� T _ -- . . . . . . ++ � �► '' - t b �i - + z « Tom'. Cr - • �� U-4 Gt /�3•st 'cO. ' PfFIL.E SGiALrES: : } z r O•G. •G. O.G. 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Ifs � N _ �'F �ALIt� /COOED l� /M�vEMENTS Fq2 P.M• /6¢6 (5Gry�oL� ; 2 Q ORIV E oAG`/E5 @ sJA•5/t94/¢ f C✓`7-A.,""P.�•2/; WA/-X !�•� / TERRA" VISTA PARKWAY 3 . EAST s E . , • Ew �rRAfMavo �. 3 Ap[7E.C7 ME/,7/f1 N B1 /N7- URE Pf1 GMM A CU/QV� DA T11rA ✓�' TREET TREE LE'6ENd� QUANTITY E5?7KATES : as Wow c�i°uaEN Y rioM�0. TF-RRA /d•/-q �'� �� ^> QFL a/u5 L� 5YM. 807-A IVIC44I- NAME GOMMoN NAME $/ZE QUAN l/rY s A 16 S 9 D E S C R I P T I 0 N o f REVISION T P P , T /ei1 CONSTRUCTION NOTES: DATE ROVE k O 44 Q U 40AM0,A t /91Lo ALTO SWEE j GVM /S 6AL. 8 EA• QO' O•G• (M/N•) �•�' . 2033 3,� 2, /x '2- �L CITY of RANCHO. ONST. 4" A.G. OVER 4" A.B. CUCAMONGA 06sr is 2000 2q/.30 120. 79 ' l u1rG5'lTq^'PePuLNEVS BOTTLE TREE /5 6RL• /! EA. 20 O•G tM/N ) G at ---CONST. SIDEWALK PER CITY STD. DW,. 00. 101, C oe s9, /9�7 30C.7-f' ,cs�-c1 " '� �3 -GQNST. ANDIAI�P PEAR CITY STD. DWG. NO. /02 ,DATrp S/+4 7. -� v /A+9TALL 6 1-w c,,W LUMCIV) HPi.t� bf' 8-GC• AlMl�C7/'19j� 03 Zt s2 /996 //B. J6 s'.�o' ® STJeEET 0-9455 WASTRUCT/ON NOTES • �, t tivQ cct�,e�>�v /7 11f,/` /oo .30.23' /�2s' !~ CONST. 8 cznes 48 C.t-tTTER PER DETAIL ON SRT. NO. 1 . '' TERRA VISTA PARKWAY EAST ) /. ALL SjREEr TREES A1w 7o o-- �1Nr60 //Y AccaRoANGE Ill/TN G/TY .Sr+t;N/9L LJCH 1 — - —- - /9• oG t/ /00 ., /G.63' 4rA/Yo/FRO P4A/v No.S/o• SVGNAL G CONST. 8" LHRH �Y PER CITY STD. DWG. NO. 301. , 7 CONST. BARRICADE PER CITY STD. DWG. NO. 404 0 405 G of o�'23 200 % /g3.32' 72 79; D' ^N y 6> A�sos �r v�r E sTjtraARDr' _gF�._ a�INSTALL a" X 4" REDWOOD HEADER. ' STREET IMPROVEMENT PLAN ; o v 2/ /99� � � /� vMX1AllrrIWOZ RAD' (TYP) REMOVE EXIST. BARRICADE AND TEMP. PAVEMENT. - ! I / 42" /Old 3/.7G ,G.O/ s.pm" )v 7wc/rr ENT ofANr�TIAt A00ADM/G SO/LSREf"r (j `� *Y4LL,BE fU�evi--*YB0 �7,Y6c/rr/n�5P�7be,A 40VI 7vx/c r S oR '� !o JOIN EXIST. PAVEMENT, J 90 00 00s 5r9e —5-500' /VUT/K/ENT OEf/G/ /E5 M'Q'R�v/R6QACXf:/LLSOIL i4M6NONlENTS r As -- l/ CONST. SPANDREL 6r CROSS GUTTER PER CITY STD. DWG. NO. 308 . 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