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HomeMy WebLinkAbout1438 . _. _ _ ._ . ._ ... _ _ - _. ... BaU AML Z4 : �iZuOnEND CFGMgS 1JWL CARIMEuAN 4 akt-EUNE ELEVATION - 1450.334 w...,., 1,,111, . , . . ....I—". . .:., . _. -. .. _1 :1 11.. _1 1 11 _".1.1..: 11._: . _ _ _ % I L i . . . t • , - _ f . CE'� RA ;NOTES I i102 i . .. < 3 : 11 I �i e . �< , t - .. I -.t-- t I I, r'i .DONE IN AICC RDANC WITH. THESE PLANS .ii.E<..Cl; Y �OF� . _ .. _.: .... .I , I LL WORK SHALL BE € J � RANC O CUfCAMONGA StANDAROS AND THE STANDARD`SPECIFI A-rfOkS 1FOk 11+\ . t 1 1 f frChl [ �f•M� ;yam;...--�;" 1J Lt WORKS- CONSTRU7CfiiON 1- C RRFtt T '.EDITION : Ot�TRAC. 0 HALL 8>`'. � ?.. i. �W. i.� �4:7 . : . ;l '�`� ; Alti11L AR WIT AND:SNCL 3.E AE 0IN$1BLI FqR. AQIiERANC T THCSE' : ; :: ,.� 0 5' % r . I E f - t, 'STrAN ARDS AND SPECIFICAT;lONS. ? : , ... a .. ., . . ttit 11 " .I ! .:. 1 . .•--- - �� ; 2 ALL P P >LINES Ofd SLlB. TIUCTUE. OFNY KJNO, iL, PMON.E._.. R PONYER._?IQLa s..'.... ...t . .. . . a t . AT S TV�O , , �E 1 I I . . ^ j7r 1YAlV1" FRE HY RANTS. `E_TC . HIDWAJ C1R NCO SHOW1. n _: f ; THES PA{VSIV�tT'Hlf+t TIt>= Jt;+� - A �IMkrS OR 1N' AJACE 1AfEA 1�tHEE' j I .. . 5&• N ti �� �� c. = )MPR E�1ENT WORK 1S '•TO 81 DON SHALL °BE RJ+'L1QVEb, 3RELfl ATE©; OFA �_ � �� ( o 'R . T CTED IN' F'LAGES E LiI £ AT 'JPO COST' TQ .T}IE CJtY F`, RNCHO �_ Q11 > i �" 1111 .. ... .. .._. .. .. 1111 ... ...,.�,...,. .,...,..,. e.._..,...,.., ».,,a,.-.,.,-_-+^- ..,,,...,.r-- _< __.a .or,.. ,., ., .. ,�, .,,.�.: .. .� ,p.,,, w:;ir,.,....,....�.... _ 1111 ._ .. 4c . �� l F lr � I . ......,}.,. : 11,,11. :.,- e. . .- ., : t 1111 3e 6w 1 > 1111 < t ... 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E p } ... . �,/ ....R . _ . ... .. ��-. f - { J 1 7a X29}70t) 3f#C1R GATE' B SE: . , ._ ..._ I • , ` �!__, r� M 1 ... i .. , f. I SiDEWALIC I STD. $ID -.. BREA, CiA 2Er21 i # �� , 10. PA11N $HALL-$t}. PIRF�RtIEQ IN CG10RbA+lti _ W1Tt R VALUE NG1 �}iV E, T _ , , a , 12 MtN 12 14iN 1, 1111:} 1111 .. ..� :. t . W._._ �_ _ 3 _ ..,. . . .. ..._ t J I TI' N 1�R OR T F1N.'L. 'L N , �iD . - t...-- .� . it. R . e I �. I CUCAMOIVGIA : O NTY Al ER DST1�iT ( 71 ) 587�258i- " :`�EsT T,AK1N fiO .U>wTEIZWNE: Sl`R TR; L SE3 I} 1 i . . s t i t { I i PPR AL ..t . } RtI1.A t O 'F�©ADS.. a i .. V )« ;. . < I : , , t + 9 41 SA'14 .R D N 1 3. I I a I I A .. . . . t CAttil NG:A :CA 91.7.301 i i i f , I N( Ii 0; G lit ... _ . .. < . , . 1 t 1 l HtN MPR "V &1 iGT A.' £ :TON. 13 • P A ED OI4.._'ATiV S , iL= W41C `Ok St$TS, f 7 I . C� E Ir N I I I I �, s I ERfAL° ...T E'.5Lf"B .. RAD SHA: aL_ E: .R. P.AREb .: Y....IRE1r1.Q.`]N: ..' ... I ... z :' ►I _ P . 'T A A T EA!-0115 T>It I C'_T ;_ ...,. .....� ( 71 ) ...15 I 41 ' .7u tt ; .. .i_ .. FIA O K� T, 3 t I } , l» �I` > t. s , m . _ _'�_. 11 r; : I ...-� '`�._ Q-l' 1. _. ... .i ... ., t 111 1 i .. -- 4 x { t IP.CJf,I I, ,A1f#T IN { i .. 4. y t t ; AEI~ R CkS 'WH;iCi� .i5.k0f J A C3: E ri H SUB G AbE i�ND AIL OItD 0 g . i t ! ... j . .; P. 41 t �t . 1Q. .I303 I 1:..: .. ..j: I .... :. �Ll+,a�tt ,a 470 0��trc�l: ' _ . . I I ; I DEPR S10t $HALL#t3E ..ft L D t .H .A RtN SRA. E .�1ATE iAL... F a� tidL..k Y > I. ._ ` t t I LAS ,ANELS C 900541. QRJ�. ( LD rlo > i i t I 1 L N I t f } 1 E T R H,I1N TH ATIV.. 1 T Rt L - s..._. . 1111 1111 .._ _.. { 4 # ...�.- 1111 .. _ 1 . V_._..I . ... , I ���t .t. .<... _ 1_.111 ' � 6EL Wry 8 : } _ . ._. ...r . -y I . I I vele � I 4 I z a . N . MOA Y # a r ss° 569 I t I I : I I i . . . . , . I P cIICI T Lt H Cb t ) i . i s ! , ....: _. F .. I . _ _..�..._,a .. .. 1111 ., .�...,.�. � � ..._�, � .�..-._��a..•..w..� _._w__.�.�...,_...�V...�.-..,..r~.._.� � �..w-._ -11,11. �.�. _e.�.�.�.._-___.�.._., ._,_�,„.....� ..r 1111.M _ � ,. : __.....�., ....�._�.y.t_.. : ....�,....._..:..... ...._......� 11_-1 �...-.�..�...,�....._....:......�_ w._..�,,.,_��...... ._ ..�. .,�__.A.._..� ...A. ,. _. ,......., � , ...�. . .. , n 3 BR" /1 STERILANT REGISTERED BY THE E. P.A. FOR USE UNDER A.C. AND P.C.C. 1 2 r�12`0•C• E•VS/ 3 4 5 SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED /�KEV64N eI 51MW� �e��swS RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. At.I�viT•t'r Lore 4"xWeAST' 12oN F1Ff✓ \ 8 PN A IZ��� 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE \, 7 1 �� �,� CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MADE HiS OWN . . •,• ..•,..:-, DETERMINATION OF CONSTRUCTION QUANTITES BEFORE SUBMITTINGA BID. G429 6XATIONING� i5 Al.O�C� ST�ZF.ET" t ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY J --- -- ,,...•••• __ _ _ __ LISTED IN THE ESTIMATE 0QUANTITIES HALL BE CONSIDEREDA �: 11_ 1 ��}" _yZ� INCLUDED IN THE OTHER ITEMS OF WORK . !1 90 6tALE Z !WnDN A A a4MFAW ND �E B . ' 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 a)i AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. h \� PJw, ------ - ---- - -- -- WK-9 - 15. CiTY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM tL � &0"AN RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION \.1 i X_Q DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN \ m - ( REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR 2 N 6'31'!O W 3 4 z 5 APPROVAL. 0 _ _ 1 1 _ - A. ALL BE IN A NEAT, CLEAR, 1 16. WORK SITE AND EXTERIOR STREETS FREE ORDERLY STATE, THROUGHOUTHCONSTRUCTION. SITE SHALL BE RD 79 ) INSPECTOR. A\/ 9 CLEANED UPON REQUEST OF THE Q 4J� b/ � V N GJ� _ �, � _T �T � � 17. CONTRACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO L11 xx=, ) � R V�{� ^ 21 N �` 6 21 s 4 1 11 � j j k EXCAVATION. �l- 8 -I. '�' to J. 7 r2 �+ 3 9_," s 7 q 17 >9 12 to e i s W X W - ut Ex!` r1tvG� 12 G IG.GLiRB r G,r rr7-eQ 4�,Of I SIp - . - - - -- I - . . . . . . � . --- . � .. .. - �... .,... . . . .. . . ­ . �- , - �_ ,- _-ff. , , .. . . - - - .k.... :...-7 .. ,+. 7- . . 9=� m �% - - , , , . '. . . I .� �::: �j � . -*.".-.L ' ­ - "n ,., - i :. , ,,. - I - W \"--.-- - .. - . ''I .� .r _77� %, L.j L . -1 - - \J_ ...........- I.I....l. I �:•. Iq - _ - = . -?�l �p�I % 13 pclS-rjw uUNr�PI2n/ATi;) i EX/5TIN61, CaNc• 9DEwALg- � � ��` _-�- - - No. 36)90 r�. / - - - - - ----- - - - .. .. zZ � `J / ole - - - - - - - -- - r-- -� �� ----- � TYTIES SHEr1 Exp. 0-30-92 1 I$ 1- l CURS DAT1�'• � - "O i � III-� ' I I 1 SAW CUT EXISTING A.C. PAVEMENT; 246 L. F. 2� M�TAIL Gu2i3DI�CFI�T,`�EE DEZX�IL_', Z t1�C�iI. J} 11 I ___= Is ft= 114.53 O U I �, . _�__ __ . k d=15°11'211' hGIt31.lC SIDEWALK E tSF!►1Et�lT L_ � � Aw- ux. Mo•=3�' Dam I I � 1 � 20 SAW CUT EXISTING CONCRETE SIDEWALK; 11. 5 L.F. � Of C��\� Q 3 III I 8 BUG SIUE7b80 EASEMENT 1 2 I L- 1 ---J 1� T= lc;.?-7' 3 REMOVE EXISTING 12 CURB E GUTTER; 246 L.F. II I �' I W DOTE- =, - W . ND•_ C'ldfZB RBLlR1J Dom' U�2B fdETIaRIJ QATA' O REMOVE EXISTING 11. 5' WIDE CONCRETE SIDEWALK; 2450 SQ. FT. � t I� Ili T I � � ��-r � � o0�16 ,9 � 2.-09-01 I J_r J J iz=�'o , „ 8 �=q' , 5 REMOVE EXISTING 27' COMMERCIAL DRIVEWAY; 380 SQ. FT. =90 G!7 Lib 20 ,6= g0°Cb DID" % j � �I L=31.42' � z L= 1414 © REMOVE EXISTING A.C. PAVEMENT; 246 SQ. FT. 0 � II I I � p � ITY T-�, � j _ ij T 9 1�7 REMOVE S REPLACE SIDEWALK UNDERDRAINS; 3 EACH. I DESCRIPTION OF REVISION DATE AppROVEO N IC IDEWALK WITH "NO PARKING" & "RIGHT � � I II I 4 � � �R ® EXISTING SIGN TO BE RELOCATED BEHIND S S� 1i - TURN ONLY" SIGNS ADDED; 2 EACH. � I � � � �- �- CITY OF RANCHO CUCAMQNGA 4III 4 � 9 3 9 EXISTING WATER METER TO BE RELOCATED IN NEW CONCRETE SIDEWALK; 1 EACH. ?III I i 3 'k '(9 EXISTING POWER POLE TO BE RELOCATED; IN NEW CONCRETE SIDEWALK; 3 EACH. �.M AND Ov'1� - - T III � I ± amu AJF. E 441 t �� W 1Q EXISTING LIGHT (PRIVATE) TO BE RELOCATED IN EXISTING PLANTER BEHIND Ill I 12� ', 1 4fl' '4! PROPOSED CURB RETURN; 1 EACH. A�1D _ _ N� 6 i gt 4� 1© CONSTRUCT CURB PER R.C.S.D. NO. 303 - 12" G.F.; 19-7 L.F-.- _ _ _ - _ CUP _ e4 . 34 III I I I 6 1© CONSTRUCT CURB & GUTTER PER R.C.S.D. NO. 303 - VARIABLE C.F. ; 48 L.F. -T��,►T ,`� �� I 1 11'Yc1 iVV t/VtO 1© CONSTRUCT 6.0' WIDE SIDEWALK ADJACENT TO CURB S GUTTER PER R.C.S.D. 3!0' 2.4 oc1 NO. 304; 875 C-4. F"1". APPROVED BY: DAVE: I�pC�EoFF�UsTIt�C�U7Tl=� b 3 4 I (9 CONSTRUCT VARIABLE WIDE SIDEWALK ADJACENT TO CURB S GUTTER PER R.C.S.D. CITY ENGINEER RC.E N6. U9q7 a- 3tI 'z IIII _ _ 3 _ _ exv1 :I•f•IW4 IMPI?D11Emm"s 1 2�' NO. 304; 300 SQ. FT. DESIGN RDS AND BROWN RECOMMEN D It N -Tt -�� 21-- 4NEERS . L� I 1® INSTALL 16000E HPSV STREET LIGHT; 1 EACH. MA ENGINEERING;, INC, �A 9 , {� I �� $27 N HWY 101 SOLANACONSULT'BEACH,NG ICA 92075• 19 4 1© INSTALL 8 THICK P.C.C. WITH 10x10 WELDED WIRE MESH. 20A0 SG;• FT DRAWN � I stiae/e SHEET � I+W ��'1 UNE �E 94� Z F,or•I•I u- BLVD. (2+97. ?_7 TD 3+li3.17) T=. -q p 17 IZ 4 0 CONSTRUCT DRIVEWAY APPROACH PER R.C.S.D. NO. 305; 150 SQ. FT. M4► I OF AIIN � � W �E �� ... 1® INSTALL 4" A.C. OVER 6" CLASS II A.B. PAVEMENT PER TYPICAL SECTION; 252 SQ.FT. CHECKED ' �� DRAWING N0.C E. NO ® FILE NO 87-14b _ _ _ ��� STAMPED CONCRETE DRIVEWAY BY OTHERS DATE - -... l - _- -_._ _. _ -. ___.-. _ __-____ -__ _- - ..__ ----_____- .- - --_-_-__ _1111_ . - _-_ _ ___ __ 1111 - _:____-___.__ _ _..-— __ _ _-._--_ .__- _-__ _.___-__-____:: _ _ .. _.,. _ _.___ __ . __ _ ___._ -_ .. 1_-11__1..--.. _.- _ _.. -_ _. ._ _ _ _ - _ _ - -- _ I R.C.S.D. - RANCHO CUCAMONGA STANDARD DRAWING 825l S7-{* e13% I v � I I7-7 I4L zz UJ � I ♦_.a ,».« »�...,_ +�.-. .;_ ......� .. :.;_ � ,_�..� � ��'� dW1�?J d�✓ta1WH 7C� o " A —e -14 ^ sem .44 L SxO �� � z Z cj o ABAI�10 tJfVLlSi St-fl - - uW uj 1 O uj W Q t LL _ _ .._. — 11MbOatM �IC� 115/X3 �� � � � � Q W >= m� W g I III � o z , W ,._..,..._....++�+....-..-r.�..n..-.p+-......:..«w....s......-o-r.-e-.....-..:.,p...♦ .......-np-.. .»s.-o..-.-s-..a»-«n--t. .tea ---n--,Y<.n.-.-e...... 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