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HomeMy WebLinkAbout831 : x4 Awtr R/w 7 ZQ ar, s-r Afro 3!' 31' IMPROVEMENT ' / t' To ro' S' } '_ PLANS 1 �� � C' / /• __.-- - _.. _ _ art V F.L. W SWALf GENFAAL NOTES 3-�' LIM 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF tEv�c _ _ .r.� a67' 0.6vHAVEN AV F� K1- Uz� E RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRWCTOR SHALL BE FAMILIAR ITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND •4' A.C. OVER 4•.4e. SPECIFICATIONS. REDWOOD HEADER Clea PER CITY STD. 303 FROM 6 th STREET2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLESSEVE/VTH FEET TO 7th STREET , - WATER METERS, VALVES , FIRE HYDRANTS , ETC . SHOWN OR NOT SHOWN ON THESE nloT To SCALE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED / IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. mr R/w �� ttrRl1w - -- ' E ` 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM- TR SELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO rr' 3?' /Y' . 3 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FORM HIS OPERA- S. �. /t' tS�,,_ IXTH TIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . YAR/ES , z! P 1� 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING FROM HAVENAVENUEDEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF *� EYEL u�E TO RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. • ,% AM'ClIT/ RfiMLNE FUTI/Rf ?/Dfi171LK S . ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING +�4' Ex. A.c SZA. Ul-f9 STAKES SHALL BE SET AT ALL HINGE POINTS30 , EDGE OF PAVEMENT POINTS TO WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT 4* INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER •.�A.c. OVER 9"A.e. =.,=w __- �_<. c/ a PER c/rr sTD. 3Q3 T T AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. MrANDEAPIM S/DrPVAt K PLR C/rY STLI 10#) 3/0 { !rr SIXTH STREET S, �"�� - 6 . ALL SEWER, WATER, ELECTRIC , GAS, PHONE OR OTHER UTILITY LATERALS , NOT To SCfUE MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . O� HAVEN AVENUE800' 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILLCOM- TO WEST SUB- GRADES ORIGINAL GROUND AND ALL SUB GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED i0 THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . Fn R/w �*• txr ir/ir 8 . AT THE COMPLETION OF PAVING , A MATERIALS REPORT SHALL BE SUBMITTED TO &T ��� THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 13, 34' VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING 'VET/Ir MEMOVfMINT-T D' Hvr. 9 . -PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUB- ?rEs r' SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS N COMPLETED TO VERIFY : R-VALUE , SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE . CURB ONLY PER H� CITY STD. 301 I' i _ r 10 . 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 WHICH PROTRUDE ABOVE THE SUB-GP14DE AND ALL VOIDS OR DEPRESSIONS SHALL h 7TH BE FILLED WITH A FINE GRADE M(ARIAL OF A QUALITY BETTER THAN THE NATIVE 06"A.0 OVER a A.S. MATERIAL . ct a PER C/TY STD. COS REMOVE EXIST PVMT 1� ' WAAtQE7 AC SIDEWALK PDC CITY STD. 304 1" / 3rr 11 . 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 HAVEN AVENLIE' �rH sT APPLIED TO THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT NOT To scaF WIDTH PRIOR TO PAVING . ' TI =9.0 /N/TY MAP 12 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CON- SOILS ENG/NEER Pf?/OR TO /NSTALLAT/OIV OF A.B. �llCSTRUCTURAL SECTION TO BE VERNO SCALE VENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETER- LAN MINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED FA TYPICAL TREET SECT/ONS IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE C�77t1CT15V /07rS D1,�'P1 TIT/ON - A149mg OTHER ITEMS OF WORK . 13 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 a—CONST 14" A.C. ON G" AB 2!659 SF l�—SAWCL/T t REMOVE EX/S?. CO/VC. KJ? -Ir 13 . BE CONSTRUCTED AT EACH INTERSECTION. ?�—CONST. •4"A.0 ON 9"A.B. /4/67 Sf ?�--SAWCUT 0REMOVE EX/ST. ASPHALT _ 2/,303 SF 14 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY &—CONST. 8" Cl1RB F P4" 6UTTEAl PER CITY 5 r 3037,704 Lf3--R£MOYE alST. CONC. COLLAA' 2 EA FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . ID--CONST. SIDEWALK PER CITY STD. 304, 310 E 3II /2,442 SF �!P£AVY£ EXIST. PIPE SEAL I CA UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Q—CGWST. DRIVE AF1lAl0ACN PER CITY STD. 3GYo 3,204 Sf 5F—REAVYE EXIST. 3G" C.S.P. /NLEL— / EA a--CONST. GRADED SWALE PEA? DETAIL SHEET A. 5 500 Lf FLI—AD✓UST M.H. TO GAlADE ? EA 1S . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE , ORDERLY STATE , THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON 7a—CDNST. SPANDREL P GUTTER Al-AlCITYSTD. 306 439 Sr M--7-0BERELOCATED 6Y FD/S/ON CC $ EA REQUEST OF THE INSPECTOR. ,' ; •. eta-c - woo [ONCRETL' (j) —CONST. &' WIDE CROSS GUT TER PER DETAIL SHEET AV 3 24 L F - —RELOCATE Sl6,V _ / EA 16 . CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. 3 O—INS TALL SIGNS FDR PAVEMENT TRANSITION PEA' CITY STD. 40& 5 £A Ej--AD_I!/ST I/ALVE BOX TO GRADE 2 EA I / CONST. CATCH BAS/N NO. 1 , W,4', V•6.S7' � LOCAL I £Al0 PROTECT /N PLACE _ 17. QUANTITIES SHOWN HEREIN ARE FOR GOVERNMENTAL INFORMATIONS ONLY. DEPRESS/ON PER CITY STD. 50? /` 5/9 _ _ _ _ _ ` _ 6 fA CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKEOFFS FOR BIDDING AND I II REMOVE CURB e GUTTER SF CONTRACT PURPOSES. G I Il CONST. CATCH BASIN NO. 3, W= PI; Y= 7.8d of I £A /Y REMOVE BARRICADE _ _ _ _ 1 EA. nevVOR xnr. l LLPf=10N PER CITY STD. 504 E 5/B �— - - - 18 . CONTRACTOR SHALL BE RESPONSIBLE FOR SAWCUTTING, FEATHERING, OVERLAY AND PIPE - l3 REMOVE RIP RAP _ _ _ _ _ _ _ _ 2DD SF �/?}--CONST. CONC. COLLAR Pl�R DETAIL 77//S Sf/EET EA 01HER MISCELLANEOUS ITEMS AS MAY REQUIRED BY THE CITY TO TIE INTO J • I / /Q---CONST. CONC. COLLAR' PER DETAIL SHEET N0. 4 EXISTING PUBLIC ROADS. / £A 19 . CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION, COORDINATION, AND ALL I / @--CONST. 24" RCP 15ODD 10 Lf q &—APELDCRTE EXIST. 31.' C.S.P. INLET PEA? DETAIL SLEET N0.4 I EA COSTS FOR POLE RELOCATIONS BY SO. CAL. EDISION CO. J • ' (p----CONST. REDWOOD HEADER PER DETA& SHEET M0. 5 God Lf S INrZLIDIM /- �. BEND r /-ZD' BEND ?Gtr SEEDETAILSAECTNO. C( I Y OF RANCHO CUCAMONGA CONC. COLLAR e(�}---raysT. VARIABLE TH/CkNESS A.C. CAP /isossF STREET IMPROVEMENT PLANS SEE SHEET No. 4 19 CONST. CURB ONLY PER CITY STD. 301 2�fo62 L F SCALE NOSCALE SHEET t -— INSTALL STREET TREE (ELIC. V1MIIVALIS) PER CITY 33 EA. STD. sD/- 605. 35' SPACING, HAVEN AVE. `J INSTALL STREET TREE ( ►NN/TE ALTER -) PER CITY ZI EA. SrD. 601- 605 , 30' SPACING) 7th. STREET. PARCEL MAP 7731 INSTALL STREET TREE C PINUS CANARIENS/S) PER _ E3 EA. CITY STD. 601 - 609, 20' SPACING, G th. STREEr. Q3 INSTALL STREET L16HT C 9500 L ) IG FA. APPROVED BY DATE CITY ENGINEER.- -- . --- RC.E.?3 8Q _ _ DESIGN _ .__ _ RECOMMENDE z - CONST. 6-A.C. ON 8' A.a. 7,253 SF REP BOYE ENGINEERING CO. � Ps /NGrALL BARRICADE PER [ITY SVD. 404 2 EA. 2950 AIRWAY AVE. STE. B- 27 CDNST. MODIFIED CATCH BASIN *2 PER CITY STD.503 _ _ _ I EA. DRAWN COSTA MESA, -CA. 92626 - SHEET 2B CONST. If" R.C.P. 2000 D _ _ 20 LF J.8' '� 66-0808 1 Of 5 CHECKED13542 DRAWING NO. DATE 9-21-8E PLBERT DYER R.C.E. 8 3� DATE: /-/0-84 CITY DATE FILE NO i OLINT y BENCH MARK SAN BERNARDINO B.M. 130-4 . DRIVE P/N TOP Or CURB AT INTERSECTION G TH STREET AND CENTER STREET ON SOUTH SIDE 1,7H STREET £LEV = 16G7 B9 _kA TZ0AD)4T-PENI .MOTE � COUNTY DATUM•0.25' - CITY DATUM PROPOSED OF SIDEWALK PRORDSED T.C. PROFILE WEST SIDE B n ° $ * M In, cm ♦ F.S DY&P P/PFrq 8 � h ° 1084 +� F.S. OVER PIPE 1082 pp q L• 55.37' Ni y-- � N m0 + a, V C.B. N , I k REMOVE EXIST COW MLAR 1070 ID7O 3200, r") - r` a m �' t I I \y v a R-.153°1O ",,.�� _ O O t' CSP INLET e I U R `r CONST. CONC COLLAR V Q + n N N N R£MO VE P/PE A14 4/4 d14 10 p Oiz �Q PER DETAIL ( t SEALcli rfi w � � , " o " o _J o ° FX/ST. E.P. 43 ' WEST AoRcP 11 1 Y R� Py� /0710 Ci J n �/ r 2 tIa'ZA f �A N.G. RW c' �c /074 ! /072 ��T PROPOSED T.C. PROFILE W/S/DE y d h f v Q ! 6, O m p �, E��Ce m OF MEDIAN , mGN a h N oTC. \0 14 10100 lO/o0 Z W a o s PRDP05ED T.C. PROF/L E E 1' W 0 0 m o ° SIDE OF MED/AN o �. l.7s' t`Q ' 35.BS' /7Lao' EXIST. 24" RC.P. 8.0.057/ 27.L4' 52.BS' CONST /!° L.F. 2I' RCP. /500D S-0.057/ \ \\p lO7lc N \ R• * f.77y° m O m EXIST. 24" R.C.P. CONST. 52 BS LF 24"RCP. Sr D.04 0/j, /5000 5-D04% o f L/NE "S - 3" LINE ",S -I• lig 74 Q N R• t I.4/% �� /O p� SEE SHEET NO. 4 SEE 7H/5 SHEET 4 � O Ci PROPOSED T.C. PROFILE EIS/DE /091p OF MED/AN ppa m rn Q� O ti �� Rf ♦0.52°� N D /080 N EXIST. PROFILE 7 ' E/aF /07� R' *�''"° OF IMPRDVEMENTS � o ! 1D74 PROF/L E SCALES j HOR/Z. l":40' ! VERT. l"- 4' PLAN SCALE 40' 26 27 28 29 30 31 32 33 34 CONSTRUCTION NOTES SEE SHEET 4 - I B � S.D. P/PE CL/RVE DATA CONST. 6N A.C. ON 6" A.B. 30---CONST. B CURB a Pr- GUTTER PFR CITY STD. 9D3 Na a R L T 11 CONST. CATCH BAS/AI ND. 3 , W- ?/', V* 7.88 t LOCAL DEP/CESS/ON PER 30' I 0 45.38.2?' 45.oa' 35'.B5' IB.93' CITY STD. SO4 0 5/B I I SCAB E l2' 32' 37 i2' (R� —CONST. ?4" Xroff 13,00D 4�-CONST. SIDEWALK PER CITY STD. 304, 3/0,E31/ �N CURB RPTURN DATA ro SO--CONST. OR/VE APPROACH PER CITY STD. 3DG Ln �� 10 I �� `� ( R, 35.,X0' 6 Z 5 4 08 --CONST. VARIABLE THICKNESS A.C. CAP II L 55.37' V ., l� p� I IMI a T• 35.39' !0 l0 19 CONST CURB ONLY PER CITY STD. 301 i1 W xh 20 2INSTALL STREET TREE ( ELIC. V/M!lVAL1S) I m) lu 1 2 n c6 LINE 'S-/" wV N p 3 M m SEE PROF&E THIS SHEET j pl y Q orn n n �� = r ti N a ('� 023 --INSTALL STREET LIGHT (93b0 L) . Q. ry N 4 4 F— zz� % R= 400' -400' a R-400' 1 4=400'.' R=400' R•40 A -- I Exist E.P —� rJ0/N m 7W Lij L-/0//v /B O SURVEY �,o,N V) DISPOSITION NOTES ►�ti�py \\ o ° ^� 2 _ J 0 SAWCUTREMOVE EXIST. ASPHALT. _ 26 IMPROVEMENTS 7 — — -- - — - --- — - - — -- ------- - � ---- ---- - - - -._- _ __-.- - -- -- — �5*s - -- - ------ - - -- - _: -- -- - R CA �D ED/SON CO VE /ST IPE AL ` 2 HAVEN 11AVENUE 2 ,m TO BE ELO E $y 1D PROTECT IN PLACE ? \ A= 205.00' S t 4 37' J T= Zz.78' O u �\ 0 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE HAVEN AVENUE PARCEL MAP 7731 WEST SIDE - 6TH STREET TO 7TH STREET APPROVED 8Y DATE Z -Z-e CITY ENGINEER 0. R.C.E23889 DESIGN BOY0 ENGINEERING CO RECOMMENDS P.E.P. 2950 AIR\NAY AVE. STE B-2 � DRAWN COSTA MESA, CA 92626 SHEET D.A.S. (714) Q-66-0808 2 of 5 CHECKED 13542 DRAU,/ING NO. DEL BE.R-1 D. B OY E R R. E. CITY DATE u FILE NO. 831 COUNTY BENCH MARK SAN SERNARDWO H M. 130.4. DRNE P1Af TDP OF CURB AT 1NTER5ECT1l0N !o T14 5TREET AND CENTER STREET ON SOUTH SIDE &TN 5TREET ELEV. =I0b7.89. DATUM ADJL15TMENT NOTE COUNTY DATUM *O.2S' -CITY DATUM L= 54.01 4�4 d,q A/4 % ro V UO • to to �9 S O PROPOSED T.C. PROFILE WEST SIDE � PROPOSED OF 5IDEWALK — �� R: 4,43% 1092 �` ; ,O • +l.39 �/� ����� Q O 1090 n ' 'ter o PROPOSED T.C PROF/L E W/SIDE s° , 1086 $�' _ . 1.0% Io �- d- R o' OF MED/AN s rn o _ . � 2 EX 1ST. E.P. 43 WEST °0 c; h O 1084 Q m m 0 N.G. @ R/W o o �_ �_ , _—•— a R: t 1.37 /° N 1092 to PROPOSED T.C. PROFILE £ W SIDE" o OF MED/AIV m r� • m Z 0 0 o o �- '1090 n V PROPOSED T.C. PROF/L E E/S/DE On o cri w OF MED/A/1/ �` a 1086 . � V 1084 �" EX/ST. PROF/LE 7' W�OF p m p o , ./o m m o ¢` OF /MPROVE/VIENTS � o m R- I.3 a p M r � PRDF/LE SCALES HORIZ. /"a 40' VERT. /"=4' PLAN SCALE 34 35 36 37 38 39 40 41 NOTES SEE SHEET NO. 5 CONSTRUCT/DIY ©--- C01V5T. 6" A.C. ON 6" A.B. 3 —CONST. 8" CURB ! 24" GUTTER PER CITY 5TD 303 07 --CON5T. SPANDREL t GUTTER PER CITY 5TD. 308 SCA_ LE: I"=40' S&— CONST. Co' W/DE CONC. GUTTER SEE DETAIL T11/5 SHEET (�> f6NST. 51DEVALK PER CITY 5TD. 304, 310 131/ CURB RETURN DATA >1 CONST. DRIVE APPROACH PfR t/TY 5TD. 30L 4= 89'2I'so" = I l8 CCW 5T. VARIABLE THICKNE55 A.C. CAP a R - 35.00' h . I EXIST. IMPROVEMENTS 10 4 ti 3 L= S4.&71 �) (� PER CITY PLAN +Y 16Z 19 LY CONST. CURB ONPER CITY STD. 301 /0 k to T : 34.!0 4' a` � PO N MI II 2�--INSTALL STREET TREr- (EVC. VIMINALIS) ?0 M Qi � I) c'�� INSTALL STREET L1614T ( .9500L) O N h Qj t0 P1,�v opo n a N �\ {� in \01 = I I (Vtv Q IQ ni 4 jr) 5L41 4 ` D/SP05/TION NOTES W 370.38' _ _ 307.37' '^ Lli O O R=400' R=400' 8.400' O =900' — R=900 G• O 2 �� ~I \ a l�—SA►KUT f REMOVE EXIST. COW. TT =--_ ------_ _— �.. 2 SAWCUT e REMOVE EY/ST. ASPHALT. W - --- - 22 7—7,,z 7z :1, - £X157. EP.�� ) 4�_ re,/ 0 TO BE l�ELOCATED BY ED/SON CO. V) 0 23 3 18 P SI l0 PROTECT IN PLACE µP5S W W M "� 2 All A- z a Xi z N D' 22' 42" w L IMPROVE � _ � P, -- - -- Ea �. - - - ---- -- -- ---15'S-- —-- -.: - — ---- –'�4— — -- 73 S -- 15'S .` I V 4i 25 ^� a Qq Q HAVEN AVENUE a fit 0 L r 45.37', T- 22.78' 0 ^� M 1 CITY OF RANCHO CUCAMO NGA PLAN AND PROFILE HAVEN AVENUE EXIST CROSS Wr7ER ` PARCEL MAP 7731 TO BE REMOVED '^ ti Z �N WEST SIDE - 6TH STREET TO 7TH STREET REINFORCING �. $ PER C ITY 1 5TD. 309 , a DATE Z-2_&� APPROVED BY AEW W CITY ENGINEER R.C.E. 23889 SDANDIZEL -- S % j , . DESIGN BOY ENGINEERING CO. cOMMr;,DED - ' REF' 2950 AIRWAY AVE. STE. B-2 V-4 DRAWN COSTA MESA, CA 92626 SHEET ' ® � G'WIDE CROSS GUTTED J B. (714 966-080B 3 ofrj / CHECKEDQ13542 DRAWING NO. DELCITY DAT E3Er�T D. BO FIRE NOR.C.E. 831 COUNrY HENCk MARK SAN B r PNARL?/NC B M. 190-4, DRIVE PIN TOP OF CURB AT INTERSECT/ON G T7,/ STREET AND CENTER STREET ON SOLITN SIDE GTN STREET ZLEI! DATUM ADJUSTMENT NOTE CDIGVTY DATUM 0.25' =CITY DATUM /OO' V.L. 1010 'V.C. CB. L= 55:37' P.1. 1072.l4 P.1. /0(09.54 9' o/ A/4 a/4 PROPOSED LC OF SIDEWALK V PROPOSED T.C. PROFILE NORTH 51DE cd Nv o'o w' EXIST. E. P. 12' NORTH ,Q. ,� r� g N h� 1� o c, ` W e1- M tikz�, N� NtfN r-N4 NO �­z Q r 1072 C3 oa o 1072 COPRo.4dro R=-0.40°l0Lh 1070 M n 1070 1070 W FUTURE C F'G N .1 O O REMOVE EXIST. CON(. COLLAR oo 0 N G.o @ R�W o C.S.P.p qq C RELOCATE EYlST. C.S. INLET O �D c0 p v RELDCATED x C.S.P. INLET 11 `l '^ O Q p I N t8'' �5P Wf 1072 <3 a o —_ --- --- 1072 �RLQ. '� R v `� 1070 -- 1070 W 1060 EXIST. PROFILE OF IMPROVEMENTS 1. z V-LI-P—A �L Z.7 CONST 2L LF /B" t`XlST. /8" C.S.P. 5=0.0385 S= 0.0875 L1NF SEE THIS SHEET i i I I I I{{ I. PROFILE SCALES HO)?IZ. 1"= 40' VERT. l" =4' PLATY 5CALE 17 18 19 20 21 22 23 24 25 0 26 IRFLOCATEO 3G" C.S.P INLET P fDfO Y= 4.4'; Df/8•; DE=3(e" SYRFACE RIM ECfY. ELEV A- /O1e4.04 WRAP W N ONE TfMMAIESS OF O/TCH ELEV. /S ooUND "i.r PAPE/t SNAP£ CO/V5T. 2 A.C. ON NATIVE STD. C.S.P. GRADE TO ORA/N OPEN/NG FOR SMOOTH D/ I Tt6"SECT = f V C.S.P. 0 wELo ' 5 25. SEE SHEET NO. 2 I'PCc. SLAQ SLOPE 1�' O G7' =� 70 Ds4A/N 30" CWATCT TO RC P. W/TN I REMOVE FX/ST.-[IANC. icc. cottAR ofR COLLAR 6 RE'L6YATE DETAII A7 R/GHT N R 2 ' q7' W EXIST. 36' C.5.P C.& .. R SER INLET t [ONO COLLAR DETAIL +� u p INtFT culla RFruRn/ C)ATA LINECONST /B" C.S.P SEE PROFILE THIS SHEET I3 /S NOT TO SCALE �0. D - `70' 36' 22' /3' 34' z COuST /6" 3O• BEND 1 '°' Ol ` 6 R - 55.DO' I i . i COAST IE" b0" BENO R 7 7 a 3 O 7 (x P2 T = 35.3 T' 7 LLJ W /D > COLLAR R CPERC O '�%" 41 Q I vl �f DETAIL 5NT I p N(� p W R M M y ^4 hi ka ,. M I h y vii , k9 hl7 0. ry 41 �1t1 i r L/NE `5�3� � a m z ?Q �` � � I 4 i. W W .. v SEE sHFEr 2 '^ ti ^�IQh '�' N `q s .om ' m� q• :_o Z p j�� 4 `F N 4 5 `� a s 4 _ 973.0/' _ R d 239.44' 4 14 u q0 ,K EXIST. R W - _— - -- - ---- 2.3 00 ._.-...--- - N _ __. Z �� 63 y « — 3 /3 ?S 23 M 2 23 M 3 2 2 M Z N M 3�❑5 /Z 114 R.6.,�,� 0 TR ST — • P- 4"G — 4"G " 4"G Jo/ - _ / Exlsr. EP i /l9 R.C.P —T N B914 20" iJ 5 D,- --- JQ�N9-E]f 17 18 19 r 20 - 21 22 23 - - -24 - — -25 — 6 _ B" 12 s EXIST. EP. /�•w /("Ll A" r I I ! "l- wn EXIST. 36- / C.S.P. INLET EXIST. R/(J — — — , FUTURE R/W _ 1�\ LV � • A ..;W3lo #I C.S.P. INLET FI/TURF R W SEE 7H15 SHEET SCALE: V'40' =l0' SIXTH STREET z II N� alp \ I N� / CONSTRUCT/ON NOTES DISPOSITION NOTES �I No Q!F ,m = CITY OF RANCHO CUCAMONGA ®--CONST. *6"A.C. ON 8" A.B. 40---CONST. S/DEWALK 'PER CITY STD. 304, 3100311 M— SAWCUT er REMOVE E)(IST. ASPHALT. I I �—CONST. *4" A.C- ON 9" A.B. �—CONST. D ---RIVE APPROACH PER CITY STD. 306 - lREMOVE ExIST. CONC. COLLAR. I PLAN AND PROFILE L'J CONST. B' CURB P 24" GUTTER Pff CITY STD. 303 �}2 --INSTALL STREET TREE. (PINUS CANAR/FA115) PER CITY M—REMOVE EXIST. 36" C.S.P. INLET. 33' 34' (}/2 l SIXTH S �--INSTALL SIGNS FOR PAVEMENT TRANS/T/ON PER CITY STD. 40G STD. (00/-lo0s, 20' SPACING [---TO BE RELOCATED BY EDISION. CO. INSTALL STREET LIGHT (9sDOL) PARCEL MAP 7731 a--CONST. CATCH BASIN NO. 1 W 4' V-6.87' F LOCAL DEPRESS/ON � 8�— RELOCATE .5/6A/ PER CITY STD 5D? / 519 NORTH SIDE -- WEST OF HAVEN AVENUE I? CDNST. CONC. COLLAR PER DETA/L SHEET NO. I APPROVED BY DATE l3 CONST. [DNC. CDL L A R PER DETAIL T/7/5 SHEET CITY ENGINEER R,C,E. �— DESIGN BO R ENGINEERING CO_ R`COMA"FlNDP.D I CONST. 24" ACR /500 D REP _ IS IPELOCATE EX/ST 3�" C.S.P. INLET PER DETA/L THIS SHEET 2950 AIRWAY AVE. SIE B- 2 � C DRAWN COSTA MESA CA 92626 SHEET (Z7 CDNST. /B" C.S.P. /NCLUD/NG 1-3D- BEND >* /-60- BEND SEE DfUk THIS SHEET D.A.S. (714) 96 -0808 4 Of 5 CHECKED 13542 DRAW I;�G 110. CITYELBERT D. BOYE .' R.C.E. DATE FILE NO. 831 CQUAITY BENCH MARK SAN BERNARDINO B.M. 130-4. DRIVE P/N TOP OF CURB AT INTERSECTION G TH STREET AND CENTER STREET ON SOUTH SIDE 4TH STREET ELEV /OG9.B9. D4TUM ADJU5TMENT NOTE COUNTY DATUM •6.25' =C I T Y DATUM C.F. VARIES , 50' U.C. PORT/ON OF /50' V.C. pi 1093. 70 v Pi =1096.0/ cn a Q q � V ,, V , � t,U W , N �N �; •,, ►��, n F U TUR F T C. PROFILE - N. SIDE 0 p ,� o o h M V) L 6N 0� m 0 11 O R=P.9T� '/• R= lil "N o o 1095 _ -- ______ o EJR_+Cy_�109 5 1093 �R 5zz i• --Ir �"' 1093 R =b.939•� `max15T GROUND LINE Jo ' /V0RTN 50' V.C. .PORT/ON DF . 150' V.C. v, PI= ID33.39 P.I.. /095 ..57 V � °j hti nN O `a N Off. � M Od � � °�°, N CENTER L//✓E p PROFILE0,1 �V h a R=2.85 !• ° R = ~ 0..40% 1095 - o o do 1095 R=0.902 % � ! 1093 - - . _R=2.416% �� —�-- �r 1093 L/NF @ CZ-NTFRL/NF R=3.156 '/ T• C. PROF/LF S.S/DE 1095 R= 2.6s •i. _ R= -o. ao•/ 1095 v 1093 R= 0.972•i _ - - ' w --- 1093 Y t._ V <, k v � W p N h ti !a o• �; n m W -- q O S� Oo tt1 p N p a0 EX/ST. GROUND L/NF 30 S ovTN N q \ % PROF/L E SCALES o Irl o a o 0 0 0 1109/Z. /"=40' N N N 0( VERT. /"= 4' M n 4 L o PLAN SCALE c; v 50' V C. PORT ION OF 150' VC i - 5467' p P.L=1093.06 'p! /095.3/ / , 40' 0'r A JOIN PAVEMEUT 18 9C.F. VARIES 314"M B" 20 21 22 23 24 25 26 REMOVE REPLACE REMOVE REPLACE GUTTER BUTTER LIP DFGUTT°R /6' IE 2"K4" REDWOOD HEADER CONSTRUCTION NOTES WITH ?".3"=IB" STAKES v PAVEMENT OI TH r0 THrs 3' o.c. NAI z l�d l�-CONST. 4 A.C. 01�6 4,B. ro � _- '1 � � R/W Pa POINT4AI VAN/ZED NAILS. " ,i Q, � `"i TT::: � FLOW LINE d I �� ' 3 — CaN$T. 8�� CU?B AND ?Q" Gt/TTfR PfR C/TY STD. 303 -- EY F/NlghM GRADE 5�C0/J5T. DR/Vf APPR O4CN PER C17 570 !06 r 0.972 •� PAVEMENTOR NAT. GRADE -- CONST. G,QADED 5-W4LE PFR DETAIL TN/S SNEe`T BACK of ruRB RADED SWALE �� / CONST REDWOOD NE,4 Df-R PER DET,4/t TNi5 sf/FfT �- 1v0 SnILE STAKE 20 L•*7 @- -INSTALL STREET TREE ( WHITE ALTER ) PER CITY C� \ �. STD. 60/- 605, 30 SPACING V ^ � � /3' 3 4' * A � ?8 M \� o REDWOOD HEADER OETA/L 23 INSTALL STREET L16HT C 9500 L ) Itso '' \ /2 2s w �� NO SCALE EX/ST,.a CURB /P T R LI.90 30'IO'W tJJ . O �v ! 4, W v, R•3500' z 2�-- INSTALL BARRICADE PER CITY STI). 404 . O q 4 L•5579' A cO9S V W T. 35.3/' I5.0' /3.33' !A N W x W qt W 9�--- INSTALL SIGNS FOR PAVEMENT TRANSITION PER 27 � ? W v os`f�. Q CITY STD. 406. �, SCALE I"= 40' 16 1��3`'' # REMOVE REPLACE e �, �, z W W Y W — o W * 0 2 CONST. MODIFIED CdTCf/ BrdS/N 2 PER CITY STD. 503(NO CURB CURB AND GUTTER ^ W ti h ti o ti �j OD v I � OPEN/NG, SEE SECTION .A-A HEREON) V = 2.39 27 CATCH BASIN DETAIL O z `' `' ° a (6 - Q o W W W ® �� a W to m e o I 28 CONS T. /2 R.C.P. 2000 D NO SCALE Q % c Q Fy(�. 6 Op y .Q + t 111 0 © vo-1 , 'O '� DO p��3k 'h' Nx N �xx V• . iyi� oCm m 6 \O� ` ,0 2 FUTURE R/W N NRN EX/ST. R w ;t 1� y�� DISPOSiTION NOTES 333 a FUTURE COG--' _ , ►� A�3 Z��k SAWCUT REMOVE EXIST. ASPNAL T. N I(oFUTURE PVMT. 6 �f� --— `. Vt A y� O .,,. 6�--ADJUST MANH(7LE TO GRADE 2 _ 18 9 • 20 _ 2 NB9'52�3r_w 23_ _ 24 5 Lo`�' � ,o�' 26 " ` _ 9[�- ADJUST VALVE BOX TO GRADE -i - -- 4•� --L+- 4-G 4'G 4-G �r. � 9,�, lI REMOVE CURB GUTTER � 0 3 B ;� M ." 9� I2 REMOVE BARRICADE 2 ! 23 3 %9?�'�� � ''09'�.���) — - I 9,�� ��i 13 REMOVE RIP RAP o3J �� EXrSZ B"CfG o�0 28 FH. in -_ 5 h� A SEVENTH ST EE ck Ba .npe-foil8 -2r o ( q �' ti -- -- --- - N rn O c' - 7-2 3 -f4 2 m " It ") RE /SED 5-16-84 CITY OF RANCHO CUCAMONGA 1 4 N 2/ a ti • 2 DRA/NS TD 6 ST. THROUGH ti Q A ti 1 CITY DRAINkTr EASEMENT v x 2, 2 N �� 3 N� z W PLAN AND PROFILE 31%<" CURB FACE q ' STREET GRADE Q /3' 34' SEVENTH STREET _- _ .--.__-_- zD' 47' PARCEL MAP 7731 _� u, L•7' a 4_ _ 2'_1''2 +_. SOUTH SIDE - WEST OF HAVEN AVE. CURB CURVE DATA _Z j 3R ' D•• .o. No. a R L T APPROVED BY ' ' DATE l"` p� a e9' 29'50" 35.00' 54./7' 34.&9 SEE SHEET NO. 3 CITY ENGINEER R.C.E.23889 B� 5'07'35" T00.OD' 44.74' 22.38' DESIGN BOY ENGINEERING CO. RECOMMENDED 3,M/N R.E.p 2950 AIRWAY AVE. STE. B-2 -.ER DRAWN COSTA MESA, CA 92626 SHEE 1 J. B. (711) 6 -0808 5 of 5 SECT/ON A- A HECKCD 13542 DRAWING NO. SEF CITY STD. NO. 503 FOR CONST. DETAILS CITY 1.Rj BOYLR H.C.L Q � DATE i FILE NO —S.2