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HomeMy WebLinkAbout1026 r' t N f?- �9 34•' 3 ,. AR OW ROUT E . .i 10' r � '. I 2' �� (� daRIES a w T, � L 3,6 (vh 2 12. 7 5.G7 _ z w FLOWa a i LINE a -- ATH sT x ss RTH ST J ! ACA<A SL X Z LEVE L w GENERAL NOTES 2% MIN. _ � TrrT' d PY' LINE PROJECTSITE 3 I. ALL. WORK SHALL RE PONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RFJ�ICHO GRAPE AS NECESSARY � .4I CUCAMONGA STANpARD5 AND THE STAIJDARp SPPCIFICATIOWS FOR PUBLIC WORKS CON3TRUCTIOIJ : , 6T STREET N TO ATISFACTION OF ENGINEER C-tRA01 AS I• '' .:.. •' . . • ::•o' •'.�• • p CURRENT EDITIOIJ. CONTRACTOR WIT -WD S 'PC PAVEMEtiJT :. 4 FOR APHa9444CE To TNEsE STANDp•RDS AND SFECIFICAT10l4S" ON �i.61 C.Ag. NEGFSSAR`r TO -; •' COhIGRI=TE 5.W. A,-5 PER �SATI6FACTION 2• ALL PIPELINES OR SUBSTRUCTURE5 OF ANY KIND, TEI-ERI-IoIJE OR ROWER FbLES. VJA-TI✓R LV S FIRE HYDRANTS ETC. SHOWKJ OR NOT SHOWIJ OW THESE PLANS CITY STANDARD 31111 310' of f✓WGIN1�>;R METERS, v� E , ON W CA-15- ': LOCATION MAP j WITHIQ THE; RICiHT-OF• VJA'f LIMITS OR IW ADJACENT AREAS WHERE IMPROVEMEWT WORK IS f To 13E Do WE: SviA-LI_ SE REMoVEP, RELOCATED CSR PFcOTE.GTEP IN PIA•GE As REQUIRED AT - No COST TO -rHE CITY OF RAWCHO CUCPMOU6+^• SCALE= N.T.S.NTS CUF;B GUTTER PER BREAKPOINT DETAIL CITY STANDARD 303, `'' 3. A,,WY CONTRACTOR PERFORMING WORK OW THIS PPOJECT SI-IAL1. FAMILIARIZE HIMSELF I�JITH &"C.F, (o" C.A.B. THE SITE ,o.WD SHALL I3S SOLELY REsPowslaL.t; FoR ANY DAMAGE TO EXI5TIQ FACILITIES FZPSU1-_rl"Ca PIREGTLY OR IIJ0IRECTLY FROM HIS OPERaTIoNS, WHETHER oR ACACIA STREET ` NOT SUCH F?GILI TIES ARE SHOWN ON THESE PLAjJS. STATION o+oo' TO STATION 5+00' f - 4. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CITY OF RANCHO CUCAMONGA AT THE CITY'S SHEET 2 EXPENSE. STAKES WILL BE PROVIDED AS REQUESTED BY THE CONTRACTOR AT NO MORE THAN SCALE N.T. S. - - " 50- FOOT INTERVALS SUBJECT TO THE APPROVAL OF THE ENGINEER CONSTRUCTION STAKES AND -�T EE POINTS UNNFCES3ARILY REMOVED OR DESTROYED BY THE CONTRACTOR WILL BE RESET AT THE CONTRACTORS EXPENSE. LJ w E 5. ALL SEWER WATER ELECTRIC GAS, PHONE, OR OTHER UTILITY LATERALS MAINS OR CROSSINGS Sf z 5 1.Col w �. SHALL BE CONSTRUCTED PRIOR TO PAVING. a " 6. COMPACTION TEST OF ALL FILL, COMPACTED ORIGINAL GROUND AND SUB GRADES SHALL BE PROVIDED BY THE CITY AT THE CITY'S EXPENSE. RETESTING -OF UNSUQCESFULL COMPACTION SHALL BE PAID FOR � 27. ' 2¢•67 �\�, BY THE CONTRACTOR. CONTIACTOR SHALL NOT PLACE BASE MATERIAL AND/OR SURFACING WITHOUT � a ' ' w ` PRIOR NOTIFICATION OF �•SUCCESFULL COMPACTION TEST BY THE CITY. - 10.83 16.L7� 1 G-17� a.5l _ J 7. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY � � � � ' ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: STABILITY, OIL CONTENT 10.17' Cv' �' lo.17' a AND GRADATION OF ASPHALT PAVING .' ' t 8 A BERM PER 8. , WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOLL WHICH CONSISTS OF ROCKY-MATERIAL, STAN ARD 313 SHEET 4 J+ SHEET 5✓ �� y ' , THE SUBGR,ADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVIt THE SUB- GRADE AND ALL VOIDS AND DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF CIRADE AS NECESSARY TO - - 1, 1= = GRADE AS NECESSARY TO A QUALITY BETTER THAN NATIVE MATERIAL . - SATISFACTION OF F_NCgINSER SATISFACTION OF ENCIINEER 9 ESTIMATE OF QUANTITIES IS PROVIDED pY THE ENGINEER ONLY FOR THE CONVENIENCE OF''`THE CITY, V_4"A.6 PAvF-ME NT `71 `r E' INDEX M A P TH,E CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMIT - BREAKPOINT "bleov . ON 5.5 G.A•8. SEE DETAIL ABOVE - - TING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH.- IS .NOT SPECIALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED . IN THE "OTHER ITEMS OF WORK". SCALE= I" �ZOO 10• STREET, SIGNS PI^R CITY OF RANCHO CUGAMONC{A STANDARD DRAWING NO. Q•ol AND 402 SHALL PE CONSTRIJGTED p.T E,AGH INTE ZSEGTIori. 2°X4" REDW0pP HEADER 11. ERRORS AND/OR OMMISSIONS DISCOVERED IN THE PLANS DURING CONSTRUCTION SHALL BE PROMPTLY IK x 2"x IY�' RED WOO Q REPORTED TO THE ENGINEER FOR CONSIDERATION, CORRECTION AND DIRECTION PRIOR TO STAKE, 3fo�i G.C. FURTHER CONSTRUCTION . 12• VJ0FRK SITE Al`lD EXTERIOR STREETS SILL aE IT 1 A T, cLE.aN, p R UNFREE INDEX TO SHEETS ORG�ERLt STATE• THPoUG�HOLIT COWSTRUCTIOIJ. S E S LL SE CLF N i' 1 REQu�sT of::, T1IE iW-5PEGTOR. ACACIA STREET . _ � ;N� PLAN OF • 13. CONTACT Al.-L UTILITY COMPANIES As REQUIRED, TWO WORKING DAYS PRIOR EXCAVATION- . STATION 5+A6.63-ro sTAT1oN G+68.7e UNDEFZC1ROUND SERVICE ALERT 1•f8�b�422 -4133 SCALE� N•T S. • 6OUrHERN CALIFORWIA 1=DISOM 1-(800)-422- 4133 1 � INDEX, CROSS SECTIONS a N07ES f GENERAL TE�F,PHONE CO. 1-(800) 422 - 41"33 _ SOUTHERN CALIFORNIA CCAS t-(800) 422- 4133 -for Fd!:ilit/ I` 3rkir.(J ; 1-(800) 624-2497 (Fcr Emergency Work) 1 E 2 8TH STREET 0+ 00' TO �+ !6 .38' CUCAMONGA COUNTY WATER DIST. (714) 987-2591 METROPOLITAN WATER DISTRICT (213) 250-S COO i (213) 2,50-6432 (ART KNOOP -For Operaticns Services) 3 BELMON T AVENUE 0+ 00' TO 5+•14.71' • 25' � 2� ' ' CHINO BASIR MUNICIPAL (714)0)87- 1712 ( LARRY MILLER - For Emargency Wgrk) IG' 16' 4 ACACIA STREET , 0+00' 't0 3'+ 58. 41' WATER DISTRICT %-(800) 422- 4133 (Fix Facility Marking) ' y 5� 0'S Ca.5 10� �� (a 10 2 Co•5 _ 3 " STATION o+20'To 5 ACACIA STREET 3 + 58.41' TO 7+ 13 ,84' STATION 1+70',DELETE SIDEWALK 71 1 RADE AS NECESSARY TO 6 DETAILS 1 SATISFACTION OF i:N.CaINE1=R- :2% MIN' 2%MIN• QRADE AS NECESSARY TO SATISFACTION OF ENGINEER (o' MORTAR F:rusH 4' AC PAVEMENT ALL EXPOSED ON 5.5 C.A.B. SUR[=AGES . �E BREAK PDI h!T DETAI L CONCRETe S.W. AS PER SEE DETAIL ABOVE CITY STAMO&AD 3104.311 1 ii�-r s Ole! a" CA 13. .•..• •. :�. :o: .x= '= Y4,o � � Cu RB �# 4urTa:R PER ' ^ Q - CITY STANDARD 303, BENCHMARK 12�. . .� 0°G•F, W CA-5. 3BC0 BRASS CAP TOP WEST END HEADWALL I > - 34-5' EAST OF ARCHIDALD ANIS 50.CV NORTH CONSTRUCTION LEGEND a.: BELMON T AVENUE � OF MAN EXIST• SUN - - LINE TRACK. STATION 0+-00' TO STATION 5 +00' i SCALE= N.T.S. ►�-z -o LU r=LSV. 1003.587' II REMOVAL DETAIL A RETAINING CURB za BE 3MON TOAI 00� -c� mz 0 3.00 4 ( _ ` NEW AC PAVEMENT �� �. JOIN LINE � �; � ~W CITY OF RANCHO CUCAMONGA � I g 1 201 2G' 0.5' NORTH TOWN STREET IMPROVEMENTS -z 6.5' PHASE IV i • �.� 'ti.ar :� PC CONCRETE y GENERAL NOTES �' •'i 4 C PAVEMENT CROSS-SECTIONS AND INDEX EDC-4E OF PAVEMENT -� APPROVED BY DATEI--30�SG AC OVERLAY CITY ENGINEE RCE N0. 23889 CURB GUTTER PER CITY 5TAN[4.RD 303, OVERLAY (o.�'mfn. DESIGN RECOMMENDED I R.O. . BAUGHMAN a� ASSOCIATES- , CoNCRaTE S.W •AS PER R0 8. 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No. =5065.,V4 =50' u 1 +75.00 1+7 60 1 +75100' SAW CUT EX. Pc.c. --MATCH WELAJ P.C.C. oRwy 10, ALLF-Y -----0 DRIVEV4AY m '20 MR STD. 50075, W % I+Ifl.-71 MAIL E�OX .................. ...... .7' POWER POLE ...... z RF-LOCATE .4 2+00 oa OVIDE TRENCHING AS PER SCE 00. RECUIREMENTS 2+2o.-ol _R Mr-MrEE49% + WATF 5 0Q.7 cAuy To REMAIW .......... ... .. ...... ............ (2)ADJ. 1150E 2+15-0 �?&42 Z+IS-2' MAIL 150�C TO BE FMLOCAZW .......... lw 2+2&7� ie TRF-E PpoTE:cr -2+2&.7' 4 10".72 STD NO. 50� IN PLACr_- --E SHT Co F 4Q .7 -70 BE IRELOCIkTGO 21,�jl F .......... ......... By C.C.WD. EX. f7cz. SLA-d-- al ST TO W.M. (2) A U ....... ....................... .......... ......... NOTE.' IF NECESSARY PULL CA .......... ........ OF Dhi'VE APPROACH. 4-4-7 rg' 14l TREE. PROTECT 2; 66-00 :EW-; +50-00 vel �i+i5a Evc- PVC PIPES. To BACK EDGE RA 1)1- ll� ) --!_,_A I - TO <MINIMUM CLEARANCE FEWRI A16 + OA( SHr 6 4or IC 2+4 IN PLACE(5EE Cp OF C.) 1.0 TRENCH FORSTREEr .......... O-o' 4 iENERGY IDISSIPATOR LIGHT PER S.C.E. CO. ................... ..... ......... ........... ............. ........ ........ REQUIP4�1VIEN7S 1, 6800L PIPE OUTLET-SEE DETAIL -s m Ha oF .......... TINC c.c. M �2+74.69 MAIL BOX .......... A,LL SREET IM f RELOCATE OF 4� M 0% ------ ...... PER SECTION OW S14T I J+65.71' DRIVEWAY xi ............ .......... ............ ........... z c.c.W.D. TO CONSTRUCT WATERUNE ... .. ............ 2+,q7e;Ft>wE-R FoLa + LIGHT TO BE REMOVED By S-C-E---i 0 A3 M .......... m 01.7'-IW TREE PROTEC M 5+10.71' (t DRI .................... . ....... IW PLACE (SEE. SHT (aOF4,) S+113-71' WATER MP-TER . ......... 14%01. ro 5+21.0'MAIL BOX (2) RELOCATF_ 34-22.71 MAL .............. rz L 0 C.11,T 6 7'- i,2u -rRF-r:: To ]REMAN -s:4T. OF Co) Gp,&ZC- TO MArCH ...................... ... ........................ ............... . ....... 5+34 .41' 4- DFZIVr--WAY PER ax sro. No,505 w F m ........... >x tit, ADJUSTTO -7t=W. ( GR^DP- OR RELXATE + Z: -TO BE REMOVED -3+V)4.7' LAJ.M. LIST STUMP E -IKIGL LA,1AL L XISI Mo-14L. BOX R ELOCAIT-- 13+73.fl i4o ,TREE: PRoTEcr ............. 5-4-7 r 4.21' DRIVEWAY IN PLACE SEE: GHT C-OF PER SrD., NO. 305 K-W' Ex, m t x U ......... m S+-:50.N' 0' DeAD 'rRC-e --rO �Lz: PRO\,IDE TRENCHINC -4 u AS + jZP-MOVED IP KLF4. PEIR S.C.E. CO. Re4UREMENTS ............... U) 0 %Z5 EXISTING. WALL m 4+16.115' WATER Z: \4 +c MFETER 3.8 1'2'TFa-*E P FZoTE3cT U) > m \4+05.&-N4AlL 5OX ...... ........ m + ................ 0 C) c 2io Z do z m swr oF-Z;)- < m KM 1.7'-C DRIVEWAY PER STO. ....... 4-+-2 0 m wa 365 w lo� -4+4 7 ME' A eS _-ADJUST 1-0 (:�RAM, < -MOVED 4+r72.%�STUMP TO EW-- Fr, 0 z WSTALL R1_2 ................. 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(31 ,, � I I ,�' - . •. 0-1- ,57-0 Fr TO VAULT - - - - O � ,• b. � PIZOTEGT O Co0.0 VAULT VENT _..,.: .,._ . ._ :._ , 1' � � ~• �� O+Gl.S METEiZ t30X IN PLACE O*C0(o.4 G$.MW D K"I ADJUST TO GRADE i . x - k - T t t`i i rc - + 7 Id IZEE PIZOT EC ....... . . _ ..... ,p , I •, �; C-�I..ACE : SEE DETAIL.,Sl-1E.ET �o ..,_ ... a. II INSTALLSTiZEET I MPROV EUAEtJTS ..•.• _ .._. .,., _...._.. ,-....._ ..,. .�...... ...... ..w ...� ..:...._. �_.: . ....__�.v_ :. _ ..... ... -. . _ a.,. _ ._, .......>,<.._ :.,..._ .._..,... .,.� . ....... :1 • PAD .CONC. I ER SECTION ON SNI l I r ""�""'� ' 1 r tzE.MOVE PORTION s(�WcuT) _ ., ,.__...__ . ...: CH .. ..... _. . _ ..... .....-._,... _ >.> ..... .,. ...._ _ , _; 3 . I W-2* 1.... , x t z. v, 1, -� . ••.�. _ ; . I3 �. .y ZO DtzIVEWAV _ . No. 05 w Iz iZ �T CJ 3 i I i (+4711 TRENCH POR STREET I .; I 7r Noy L I WT PER S.CE. co L.. ._. ... ..., -{� �j R�QU M5800 _ _.._ :.._. . .. ..,..._ ., ... :. 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TO CONSTRUCT I 1 K to WATERLINE .---.. _.,..,, .... . . 6` .. •3 '1 , y' X `w...-•� r . 1 JI . 1 N WA• UNE I I I - 2+(08.00 STRECT TRENCH FOR _ �,•.f _..,. _.. _.,- _._. .. � .. . ....».. ._ _'L.. _..>.._. .,. .., . ._ .. ., . . 2 _ Z z HTSS.C.E. CO. � , _. _ 1- G PERS E C , _. . REQUIREMENTS, 580E � _ . i - 4t �y n ' _. P \ L._ ( ,,� � u•Y 'Ca �� W W >n �' � a,,,,� �,.�,.,�.,�;.aa�...•<� .��.�>.a ,�,.�.,�,,,<..�..r,K�w..�.�.ne.�' ;..�t....{�..;,.�.. / C1 c O - I p o . ., -. . .tea � y v . . .- �r O m o { 3t 18:41 ECAZ , 1 I r q DIST LL C,, PEUZ CITY STD. 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"., ..-,I ....'i ..� .-: --" . �.I , ,.,....,I­t t ,'r 7� SIS M 7: 177 x Ic z %C 6' A.C. E3F-r-m r=4-1- C IT Y 4JV 0 A \10191t>31 Z -10 N"o R/N �o J>w�>o i> 4 A D 6 R V1 CITY OF RANCHO CUCAMONGA PAINT R50 ON CUR13 :3 STREET IMPROVEMENTS + J D NORTH TOWN of U 6 PHASE IV X0 + ACACIA STREET 1p A C f-A�'V I- QKIVEWA�Y STA 3 + 58.41 TO STA. 7 13. 8 4 6jRAM H I N 0 NSIA CUP4?> AS NECr=SSA-IRY + 00, TO 605-TISFACTION OF C-NGINE-r5IR APPROVED BY QATE /-J?e>-8J�- pFZOT 5 CT IN PLAC15 C-XISTINC=4 LAJ4DSCAPI5- C I T-Y ENGINEER RCE NO. 23889 DESIGN R.O.E�', R. BAeG S-OCIATES RECOMMENDED CIVIL ENGINEERING 20459 VALLEY BOULEVARD CIPAPP, EPMINQ NW A.C. U12M AS MP-C-5-66ARY DRAWN T. cl S. WALNUT, CA 91789 SHEET l'o Sp%TI9F:ACTI0W OF eNCIIN MER (714) 594-0506 (818) 965-4394 `5 OF 6 HECKED /9 1/- C 7-s15 DRAWING NO. 0.9.. RA4fAOND BAUGfflMAN DATE 0 DESCRIPTION OF RIEV I S I ON DATE APPROVED RCE 17956 1026 ----------- -11 41' AC PAVEMENT 2 x4 R EDWCOD W fr— HEADER '7 0' 2.0' Two y4" C I NC I--4 ANCHORS ` 2>OL_`CS SII 1.5Max. C -T-TYPICAL. ,AG -TYPICAL. PAVEMENT 2� MIN- C U IZ B FACE. �- /Al !♦�� •.• r•. ,...• a."' D� " moi/ I —T'� �' ''-'�-'`-- /_ N r i •• o.' 1 ARI THP Co" C� PtPSS - 2" N EE — G" SPA,CI"G �q." CENTER TO CENT ER , „ 30" J d L a-' x A.' X sift" PL.ATt= iI CONC. SIOC--WALK, L CURS ��n :,a' TYPICA L � GLSTTET� PER R AS 'PER C��-Y CITY STANDAFZQ 503, STANvAtzU) 31 I, a�� C.F G" C.A•g. a THICKENED SECTION ON 4- C.A•g h�� a 1.4 o SCALE N j TYPICAL SECTION - DRAIN PIPES ENERGY DISSIPATOR SOX j NOT TO SCALE REMOVE PROTRUDINC•� 21-011 WOODEN FENCE: P�JE5 C-A.$. INSTALL WOOD 4-x4 FaNCE POST THPEE (4o' PIPES :� •'.� _a. • �.. •�•`• REMOVE 3N�iU� i I.. MIN : (DASHED) i 1 { ENEFGY DISSIP ATOR COX :�. • NOT TO SCA.L i•y A _ i , A • r _ I 2 I� W �� \\ 4 _ _ .. EXIST. PATIO x x RGI)WOOD �' STAKE , 3(0' O/C ,' s •a ; o.v. NOTICE ,� 3 SA1�, 4a" LC: PROTECT IN PLACE • , - l- 48 LCA. EXIST. FENCE ROCK • REMOVE ROGKWALL V4"ER•E ER. THF- PIPE ' _ C°��-n• O/C ►r - WALL 4 TRIM TRE(: �q x .:a FACE (DASHED) 4 ', IN`f'tZL1DES INTO - - 3 AND SHRUBS • _ SI DEWAL_K USE: •; . -rPE.NCFA '130X e - a CURE3 FADE • T P F SIDE�WlAA.K• " % INY sw CORNER DETAIL RED-WOOD HEADER DETAIL IN � � t �:.' : '�_: �. ; ; - _ . , .. 4 : o,, .0 . , AN 8 TH ST. & BELMONT AV - - 4 4p e` \, a i,,•, d` • i. °• •�-•�� � f - � —� ALE T SCALE N7S. r _ r ;? TREE TO BE PROTECTED IN PLaCE TRENCH E30X ' NOT TO S CA,L 41Z� GU'T T Ecz. .'.. p iZ=%Z' LINE - _ A. CONCRETE '' • "• o; ; .; .o. - _ 1 f FLOW LINE LK 4 • LE t . o i ,a SIDEWALK f Q - _ ta '' - � i �. •� •i - 4 . .. Q � •, q .. 'fir � .' A •• 'y••• �0.• .•� +O. : ••, O•• - I � • : CINCH AtJCHO� • CURB• �r GUTTER L4' x4" x 5/(o xw PLA,-TE: k 1 t s. :�,..\ ,4 • :.05`•; v is yb ' JOIN EXISTING ;. •• : -o,', t •: 4+ ••a :N• - SECTION G - C A g ' . ROM q- 8TH ST- `I'O EX.I ST C. NOT TO SCALE iZrcMOVE EXISTII�iG I<0 CMP F - 12" WIDTH SIDEWALK MODIFICATION BAND NOT T SCALE i t CATC1-t C-3A51 STA. 0+53.(07' - O d ow r G�• I Ir �- I �� ��. v' 1 • JERGY DISSIPp.T01� BOX. 4 Q• J �Dc• SEE DETAIL NE�EOtI > � � � `� v• CITY OF RANCHO CUCAMONGA NORTH TOWN STREET IMPROVEMENTS R=0.77 R= I% PHASE IV 0.5�o R 0.40.% DETAILS APPROVED BY DAT% XO 0+4.5.&7 r 2. 00 _ 2 +�'O CITY ENGINEER RCE 0. 23889 ' - �-• I �- - DESIGN R. B UGHMAN a ASSOCIATES RECOMMENDED -- PR f�L.G _ R.O.B. CATCH SASi AND DRAIN PIPES CIVIL ENGINEERING NOT O SCALE 20459 VALLEY BOULEVARD DRAWN TCC WALNUT, CA 91789 SHEET } (714) 594-0506 (818) 965-4394 6 OF 6 CHECKED ,� a D '� �:_ 11-7-g-5 _ DRAWING NO. R.O. S. R� BA GHMAN DATE DESCRIPTION OF REVISION DATE APPROVED RCE 17956 1026