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Home My WebLink About1423 GENERAL NOTES eON5r)ea4CT10A-1 NOTES COn1T. Q1-1ANT/T/ES C0/V5rRUCT74N NOTES QUANTITIES 1. All work shall be done in accordance with these plans, the Cit of Y Rancho Cucamonga Standards and the Standard Specifications s for Public . NS Works Con edition. Contractor shall be familiar I© INSTALL ST57-,-,&F7- LIGHTS 9500 L NPSl!® /6 EA. f GO sect;T STRUCTUR.gL SECT/ON PL�,e TYP/CAL Construction - current AND /i1/S rAL1_ K Z&45)S/6ws- O SECT�i�/S,NEk�EON. SEF GENERAL AV TE IVO. 10. /'¢7, -7 7-? SF with and shall be responsible for adherance to [hese Standards and A . Specifications. /G 1A125rAL-1- 57,eEET- 7,ZEE5 REQ STo. 4-0i. 122 EA OZ CONSTRUCT SIDEWALK PER STD. NO. =nn 1311 /3, I?b S.F 2. All pipelines or substructures of any kind, telephone or power poles, I Go " 3, CONSTRUCT B• CURB !� 24'' GUTTER PER S7-0 ND. 303 4 . ,9'ob L.F. � O i water meters , valves, fire hydrants, etc. shown or not shown on these - /z' a iz' plans within the right-of-way limits or in adjacent areas where - improvement work is to be done shall be removed, relocated or protected ,� GONSTR(�'T 6' GROSS GUTTER SPANDREL PER CONST. FVC. FENCE lam-¢ aro. /c�/o /�L.f O S'TD Nb. .308 43� SF. in place as required at no cost to the City of Rancho Cucamonga. FiR7MN/LLS/DEGt�YE - M„�, 70 6 X /Z>35700 9 EA. 3. Any contractor performing work on this project shall familiarize him- ae,401AA5 t/M/TS WILL K_ _ 53' /O7' /9 C'045T. 44AVER SIDEWALK DRAIN PER STD. 507 ��•T S/pEW,4LK RAMP PER STO. VO. 3fO• 7 ESI. I/A,RIE ,,POM /0'7�Z' ODSself with the site and shall be solely responsible for any damage to &EMOA11D �.9G'T B0�5! ,existing facilities resulting directly or indirectly from his opera- F,Ca/H sra. /2 tis 00 �'pLv PLA�I/E o./' at//TH a/ Mat/. AG. OI/F�LAY TD �. Z7 5Fai3 L o.� 1 / O INSTALL .s7aP S/G�/ PEI? STO Ab X02. 5. EA. tions, whether or not such facilities are shown on these lans. ��' ��P Ta EnID OF 5T/z6ET �-- -- - - -- - GdNSr: M .per 2 ZI CO,V$T ?YP �M'T TPA/v°5/T/OA/ PER STD '/O(v /g0 S.F. 14EA. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering 7J INSTALL STREET LJGf/T5 5 p L H.P. S. VO L�A� /y A OiSTACOF ,�O"�/s!O/JB �S�s Department prior to any encroachment or construction within City of =o- 2 1 Rancho Cucamonga easement or right-of-way, Zy3"Fied,4'1 Sr.4 /Z•►.35� r� ��1- © 22 CONST. 4in. x 14in. YARD SIDEWALK DRAIN PER 9 fa �Tt/icE /Moit'ov ,�.t�vrs O O CONSTRUCT DR/VEW.gy ApPROAG�/ PER 57-0 -405 � 4 DETAIL e Al14TH VVIR/ES - SEE PLAN XL3' SF., EA. S. All grade stakes shall be set by the Contractor or Engineer. Paving TYPICAL SECTION 1 stakes shall be set at all hinge points, edge of pavement points /� O9 INSTALL 'W07- A 7NRLXJGH 577?E'E7- S�/Y. 2 EA. within 0.01 foot of sub-grade elevation and at not more than SO foot T1= 5.0 MONARCH , COURT R- 71 intervals. Additional paving stakes may be required by City Engineer (RE�10VEi' 67 LF. as needed at warped or vertical curve areas. � PER STo. ,�. ��-E39-9�5LF. 6. All sewer, water, electric, gas, phone or other utility laterals, mains , or crossings shall be constructed prior to paving. 1,' INSTALL STREET N4ME S/GN AS gEgVIREQ BY P. k 4 EA. //II.5PEC TDR. 7. Compaction tests of embankment construction, trench backfill, com- 22 ZZ • 7' REMOI/E EX/ST/NG A. G. PQ✓EMENT ¢3.00 $,F pacting original ground and all sub-grades shall be performed at no O cost to the City of Rancho Cucamonga. A written report with these .PFvV10YE F� T/NCr A.C. BEAM, 663.62 L.F. compaction tests shall be submitted to the City Engineer for approval OZ3 a7-' Q43 Zoe/ prior to the placement of base materials and/or surfacing. - ! ✓�L L/n/E - - - O CONST. /6" Cates �,y W,4LL per',? LA . STD. �B-OS ,2413 L.F 8. At the completion of �� - -� � (SEE GLFrA/L TiH,CS SNEE"TJ p paving, a materials report shall be submitted to � - the City Engineer. L.,ktin9 all tests or determinations completed to verify stability oil content and Gradation of asphalt Paying /M PROvem.-_i-Xm s / �x/ter. o✓M 77 yo"mac./,10'A.s. 9. Prior to installatic,l of any paving, a materials report shall be 1 � submitted to the City Engineer. Listing all tests or determinations completed to verify: /Q-vo/u&, TYPICAL SECTION CONSTRUCTION NOTES FOR STREET TREES aggregate base. 1 �sEE SHEEN No.s- S1eVe analysis and sand equivalent of TI = 70 HELLMAN AVE _ R=79 8 - 10. Paving shall be performed in accordance with R-Value and Pavement tests 1. All street trees are to be placed in accordance with City 7 9 14 5 y I I � � s Standard 601 . 3 Z taken to determine structural sections (prior to final plan approval) E 2. All street trees shall be staked and planted according to City (o I t Standard 605A or 6056 as proximity to hardscape dictates. h A VE /O When improvements are to be placed on native soil which consists of a /c� r rocky material, the sub-grade shall be prepared by removing all rocks eo' which protrude above the sub-grade and all voids or depressions shall 3. Backfill mixture of all street trees Shall be per the - - F be filled with a fine grade material of a quality better than the nativA 3�• i� recommendations of an agronomic soils report furnished to the V, r✓/LSO^/ EE SNEE rF/7 ff�� Z �I _ .FSM I City Inspector. ? , ZOmaterial. 4. No street tree shall be planted where the center of the trunk is h 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant w�,� � /o ss' closer than three feet (3' ) to the face of curb, unless otherwise / I'registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly noted.applied at the manufacturer's recommended rate fir the full pavement width prior to paving. O2�' L !�E[- L /�/E13. Estimate of uantities is 5. All street trees are subject to inspection and acceptance by theCity Engineer. Z /9q provided by the Engineer only for the con- 30"A•�'/ND"A� � 1 venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any item of work required by these plans which is not specifically listed t R_7$ {r t the estimate of quantities shall be considered as included in the TI - 5.0 H-1L1% D��OVE-LAYTON STREET 11 NictSipE Gt�u6 other items of work. INDEX MAP SCALE 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 R=71 4A Y70^1 sreEET IVO shall be constructed at each intersection. 15. City approval of plans does not relieve the devel6per from responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to L/t1V05e- AW the City Engineer for approval. EASEMENT /l/ 7-f/ PRIVATE 4e' 60/VC. B[.00K WALL W/ 16. Work site and exterior streets shall be in a neat, clean, hazard free, I�'EaivEa /,aN ,s'rucc0 F/Av e 44P STREET STREET TREES QUANTITY SIZE SPACING EA 5M'7' /Z' 3Z ' �L OCTA/L -r MQTcH orderly state, throughout construction. Site shall be cleaned upon or A WALL FDR request of the inspector. .3s' r ' to /395/ HELLMAN AVE. EUC4LYPTUSPOLYANTHEMOS 120 15 901 30'o.c. /o oex sry ,e�z �., N�I� Rc 17. Contact all titility Companies as reouired, 48 hours nrior to excavation. 241 �� /O' 5' i ,x, (PALO ALTO) W L 07' M�. �`' z ou� ate, L ✓�L L�.� z i ?� HILLSIDE COVE. LIQUIDAMBER STYRACIFLUA 29 /5 0l 30 o.c v s.f h oROJECr yo'A.c./yoaA.a 3 1 ZZZ �''� (PALO AL TO) MO 7E Pt?IVA7�✓%i wy / 8 LAYTON ST. LIQUIDAMBER STYRACIFLUA /3 l5 0l 30'o.c. v�• t vL. �`' sEE C/ry arF RAnorNo wz_-A MONGA STD. DRAW/IVC �'/or, eAP O TAIL To 3 TYPICAL SECTION r IN s� SHr. 2 OF 2 ADR LIST OF UTILITY GOMPAlV/ES. MATCH TRACT Z Wau. FOQ �. /393/ TI = 8.0 WILSON AVENUE R'7$ MONARCH CT. EUCALYPTUS MACULATA 29 5go/ 8 0.c. AV vANt N. T 5. [�MDN AVE. R/W 3'-9' VARIABLE P/6 INI 7-Y MAP �L EVAT/DNS AS 5f�&OWAI OA/ FL,4 V LANDSCAPE NO 644Z-c- EASEMENT ��3I/13 Q REVISE PARKWAY DRAIN, PER NOTE 22 AND DETAIL®PER AS-WLT IN FIELD CLASGS b;?0- - •2500 k//FX P,4/�/S/OA/ I LOCKMAN a ASSOMTEs //-/,)--W J--� d6/A/TS LP 5-0' /N TER V,41-S I I Q REr/SE S.D. DUTL ET 1c,eWY� D,e Y.qlW -0 DEL ETE D WPEP ,EiE.t�f�MA121� 1` 6' CONC 2' ___ DEYELOPEP BY PFE/LEP Ear/NEECS. BY: J.e.e. Y(I I E,I'/ST. G,PbU�VD BLOCK WALL CITY ,4E•uCN N14,2�C ,cb 7/ C/yisELEo Al K/r�ST , 4.5' MIN 8' N DESCRIPTION OF REVISION DATE �7v� G°� CU.ea /2E71/�?.c1 Af me�(/E� /S" Z' IJ/ WEEP NoL�'5 SO -C 17 � H/L45✓DE O.OVE .*W� �4fb7HYST SLOP �2' PER FT CD D G• NOTE: is RPP1_/,'ABLE OAL t'ON APPROVED WALK / GUB/G FT. of No-5 FG S</T. NDS. 1, .3 7, 9 ft 9A of 26 GONG. A66REOATE /N = 2% min ►� BURLAP SACK SECURE, _ IT OF RANCHO CUCAMONGA TIEDY . N PE.t? M. .SECT/OAI ,VEA' Al --- TRACT N0. 13930 CONSTRUCT 4. in x 14 in. PRECAST SLOUGH WALL - _ TITLE SHEET 6. �•'��' ' FIBERGLASS RECTANGULAR UNDERWALK '.'� � ' .�} ��•�'•'� •" ' . DRAIN PIPE PER V & G INDVSTRIES •' DETAIL ` ; a �' `� MODEL No. P-414 OR EQUIVALENT. STREET IMPROVEMENT PLANS y COVER WITH CONCRETE AS DIRECTED - A/rg. r BY THE Ci; ( INSPECTOR. 8 in. CURB WITH 24 in. .�® DEPUTY DATE: II' APPROVED BY: OE GUTTER PER STANDARD .L .:�\ CITY ENGINEER 7-f ' -< © TYP I CAL D ETAI L RC.E NO DRAWING No. 303. 1 YARD -- SIDEWALK F�� ,? , DESIGN PH GIRON / HERNHOLM RECOMMENDED DRAIN ENGINEERS INC. �-3r.A DRAWN 1109 VIA VERDE, SAN DMAS, CA SHEET - N.T.S. M.K. 1 91773, (714) 592- 6830 1 OF 6 .� CHECKED ` �� / L (_ _ J DRAWING NO • ;�' ��1 /ems- R.C E. NO --_-- - S.G. DATE FILE NO PROJECT SHEET NO. - OF r 788. � =/ 95' , D` F , Sy III'aC f f /=/7e9y/ v • 't Ilk P/J/767sq u 3 N W ► � V -s, IA. N xOO oI� O \,yraP of rraerN ,y. >~ �� A o ^o p ` CURB • Al. d/y •! °�� ''J SJD'/o l a /v0' e� E,r/sr�w6 �Roa�a AI t • � � �. B93q , � s IM b E U b a* N 3 , 46 , q. � 4IN : F Ar r o o "► ^ * , Dy0/, 'O.C. ----1 � OD' ✓C O/.•/797611 V ? q � � ; 789 y U pp 0 L� 0 3y9lp O �n tit ►• n '+� 04 M ova raPutSd'ury � \ � h ; t Ali tk fmw =sem SCALE F f HOR/Z 1"= 40' J„ 4, VERT. s gip / /7 Z/ COA 67`9L/iCMW wor,FS O C0A157,eZ1Cr SM4Cr!/RAL SECT1,0A1 VO-A•G/�i/. "A.S. Ib /AISTA1-t- STi�T Tf WX5 Ari4 SrO b0/. CrYP- ) SEE GENERAL NaTLF AI f0. w 18 covsr. r. vC.Z_V777-- 19166w,11116 �A/C'E PES ,57-0. � /arc?. 3O COA/S7'�!/GT 8" cvRs 1 zy" l3urrER PER' STO �• ;• COST v v,0,re 5/O.6-WA4K OQ41A1 PFR STQ. 3d 7 5 GONST,PL/CT S/G�WAL� RAMP PER STD AV JA0 s 22 CONSt x R'41n, YARD SIDEWALK DRAIN PER V 1* /A15r,4LL_ STOr 516AI �R .5rD ND. i/OZ. DETAIL A � 41 7 IA16.7�JLL 67XEEI' "&AIM 5$00 L N-P•.5-v 'SiEE .ST ET 3 It /NSTALL .S' E� .V.4ME si6iv AS REQU/RED 6Y�k /N6pAreroR. � ,. 3 �' 22 � .6 4 22 /AII, SM_o_cT ufws 95gD L NP.S-✓- A�t/D IA15TALL " - g 22 � n ' RZ&<5) .516AIS. Al , ~ Z 3 O' 9QGt�' • �►' 4 +' �' >, ',�r ei � Ear- 'Y � W-7 77 lie Or 22 9 22 ' - /40�ff a 1 f 3.1 } �� (ice 7 1. I 15 `J VEJV UENT D9' O'SG"'H� v 1� n O $ q �� OF grpo� A y W �5 h 22 B.C..e. "► 22 I. ` • v. �EASS ^I7` �� dot' f Fid a3 v' °N/ *DRi is i SCALE: / 4 M= o• 2 ;( /.w `►rwo ` ON AVE + 't�'3° „ �+ r y/!v v / `� N"�� Ivy COVE �37OF C 3Li — — — — — •_ % .t J - 3 • �pD � Mr,�' - a More 5rR /BBoo, z:� scoop g � - 1111 `�. 0 1 tv L50A1 I S89z7`z9"H/ - �FV1► /S/OS 1 I$ v O h �( f� zz /otOO D0 E. W/[SON AVE_ ( f - i3+/S..TY �. NE[L MAA/A✓E. ,•��`�_ /- 3 t,�►4y ,- 4 ., r ` Q REVISE PARKWAY DRAIN.PER NOTE 22 AND DETAIL®PER AS-WJ LT IN FIELD yon p� AV BY LOCKMAN &ASSOCIATESCITY (� (�•7� 10,7 ' W DESCRIPTION OF REVISION DATE APPROVED V 76x•00" :' " , 1 ti CURVE DATA CITY OF RANCHO CUCAMONGA Z � � O " O R L T O R L T IlkiiI �� J 4 f� ( w S 0 9°s-9's9" /1100. os' ,?y�3.f' ,zz.yd' ®000'00• 3s� Sy9g, .�sao' TRACT NO., 13930 /0,/s OG / 0400 .Zl/91o8 /,2.5/7' Q �00� -3.°�:d0'' _ WILSON AVENUE 90 war, 3500 ' 51198 ' 3500 �0 90.00 ao" .3500 sy.98 36-,00' I I� � • 11 1 0 0 I II cr,7• ,t/Cjy ,y,4,� ,4.� „ . �1 ® 9000617• .3500 Ss!98 3S.ae /1 ,O�/3'OG� 13G8 no z�3.9,' ,z,Z.3,66, ' STREET IMPROVEMENT PLANS C4145 R.E' 44MI AT- �e77W_1665r 1 �� O 9 Si's9" /3G8.o5 .230. �4' //�G9' !z /0'13'06' 14192.00' X55.39' /.Z9-o3' APPROVED 8Y. DEPUT DATE. 1/897 n' sr �• A1,1E7"Y�' ` SEE SNEE7 y !0 9"s9'S9" �.�z.os' z�9. 9s' /zS"z8' ,�;. �E.SSI�jNq CITY ENGINEER - - RC.E N0.31 9 E-Z61/A-17VA! _ /l993 74"! 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