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HomeMy WebLinkAbout1058 - - CONSTRUCTION PLANS FOR THE IMPROVEMENT OF 200 FEET WEST OF ALTA LOMA CHANNEL TO 150 FEET WEST OF CAMBRIDGE AVENUE INDEX OF DRAWINGS UTILITY NOTES sh W /. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR t. a STRUCTURES SHOWN ON THESE PLANS WERE OBTA/NED BY A SEARCH OF no. descri tion location ' a THE AVAILABLE RECORDS, BUT NO GUARANTEE /S MADE THAT ALL _ p o Q SUBSTRUCTURES ARE SHOWN OR THAT THE LOCAT/ONS SHOWN ARE m o EXACT. THE CONTRACTOR /S REOU/RED TO TAKE DUE PRECAUTIONARY 1 TITLE SHEET W MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF 2 DETAILS NIGNLAND AVENUE BANYON ST. a a a RECORD OR NOT SHOWN. 3 PLAN AND PROFILE NIGNLAND AVE. ; 100 FT. NEST OF ALTA LIMA CHANNEL TO STA. 15 +00 BANYON �, scALE:I"=1oo0' 2. PR/OR TO EXCAVATION CALL UNDERGROUND SERV/CE ALERT. TELEPHONE _JNO. / - 800 - 422 - 4/33. 4 PLAN AND PROFILE NIGNLAND AVE. ; STA. 15+ 00 TO 150 FT. WEST OF CAMBRIDGE AVE. project =: 5 DETAIL PLAN SOUTH SIDE OF NIGNLAND AVE.; STA. 12 +00 TO STA. 15 +00 A= 3. THE CONTRACTOR SHALL CALL THE FOLLOW/NG UTILITY COMPANIES 48 location EXIST. V HOURS PR/OR TO THE START OF CONSTRUCT/ON. i PLAN AND PROFILE ALTA LOMA CHANNEL AT NIGHLAND AVENUE RIDGE GENERAL TELEPHONE CO. 7/4 - 983- /8// LEMON AVENUE nuull I I I CUCAMONGA CO. WATER DISTRICT 7/4 -987- 259/ 1 CHANNEL DETAILS SO. CAL/PORN/A GAS CO. 7/4 - 798 - 77// I SIGNING AND STRIPING PLAN SO. CALIFORNIA EDISON CO. 7/4 - 986 - 586/F0 CCwO REVISIONS 6/,PS/l6 'I 41 o, �• �3 GAS MAIN ADDED _4 HI HLAND AVE. 0 Q 1 ADDITIONAL TOPOGRAPHY G//d/B1 .E3�r/F k; W d a BRIDGE \ > © CONTRACTOR LICENSE REQUIREMENT WZAA-6 �3l/f RECONSTRUCTION . \ DESCRIPTION OF REVISION DATE CITY APPROVED N_ : ST. x CITY OF RANCHO CUCAMONGA W hfh a CONTRACTOR SHALL POSSESS A CLASS A LICENSE, 19th (GENERAL ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE PLANS PREPARED BY: a R.C.E. EXPIRES 3/31/89 LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS Z W ADOPTED PURSUANT THERETO AT THE TIME THIS VICTORIA ST- D CONTRACT IS AWARDED - APPROVED BY: DATE: 6-0 46, _ CONSULTING CIVIL ENGINEERS CITY ENGINEE RC.E NO.�c�`L 17821 E. 17th STREET DESIGN J RECOMMENDED TUSTIN, CALIF. 92680 POOLMAN (714) 8 Z - 4107 DRAWN SHEET C.R.P. 1 OF VICINITY MAP CHECKED DRAWING NO R.C.E.NO O58 PROJECT ENGINEER R.C.E. N�.14526 DATE N.W.T. DATE FILE NO 63' SLOPE PROTECT/ON DETAIL 30' OR 33' 30' OR 33' CONSTRUCTION NOTES VA RIES VA RIES VA RIES 3 2' VAR/ES /0'OR /2' 2' 3 SEE PLANS 2' MAX. 5' MAX. /�— PROTECT /N PLACE /4.50'TO 20' * MIN. 2 SAWCUT AND JOIN jIlk �o �3 — UT/L/TY POLE/LINE TO BE RELOCATED BY AFFECTED UTILITY CO. 2 mac/ h 4 ADJUST WATER METER BOX TO GRADE REPLACE GRASS SOD /N KIND 6 EXCAVATE AND GRADE PER TYPICAL SECTIONS CONSTRUCT 8" P. C.C. CURB 8 24" GUTTER PER CITY STD. 303 6 / SLOPE VAR/ES 8 CONSTRUCT 4" P. C.C. SIDEWALK PER Cl 7Y STD. 3/0 I P% P� I f TO /. 8: / ✓0IN EX/ST. ' fi NOTES 5 9a— CONSTRUCT 6" P.C•C. RESIDENTIAL DRIVEWAY PER CITY STD. 305 TYP£ A ✓O/N EX/ST. PLACE /"DEEP WEAKENED TYP- /0 CONSTRUCT 8 " P.C.C. COMMERCIAL DRIVEWAY PER CITY STD. 306 2;/ PLANE JO/NTS AT IO' MAX. PLACE GUN/T£ SLOPE /I CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. 507 AND AS MODIFIED BY MAX. PROTECT/ON WHERE DETAIL 'A' SHEET 2. 12 SHOWN ON SHr. 5 /2 FURNISH AND PLACE 2" X 6" REDWOOD HEADER. /2 6 _PLACE 4 X 4 - W 3.5 X W3.5 /3 CONSTRUCT 6" P. C.C. SIDEWALK DRAIN PAD /6 /7 EX/Sr A. C. WELDED WIRE FABRIC , PVMT REINFORCING, CENTERED INSTALL WE£PHOLES AT /O O.C. W1rH /4 FURNISH AND PLACE 0.35 A.C. DRIVEWAY TRANSITION /N GUNI TE SLAB. 4" DIA. PERFORATED PIPE (V.C. P. , P.V.C. @_ CONSTRUCT 4v PC.C. DRIVEWAY TRANSITION JOIN £X/ST. OR A.C.P. ) . TRIM TO MATCH SLOPE, PLUG TYPE B' * /2 ' FROM 10+50 TO EARTH END W/TH PIPE CAP. /6 FURN/SH AND PLACE 0.40 AGGREGATE BASE 12+00 :'� ::: _ /7 FURNISH AND PLACE 0.35' A.C. PAVEMENT TYPE 'A' * /O' FROM /2+47 TO a /8 ADJUST WATER VALVE COVER TO GRADE /0t50 r0 11+50 TYP/CAL SECT/ON - /2 t 58.60 /9 REMOVE EX/ST/NG /8" R.C.P. TYPE 'B' c2o CONSTRUCT 6" A.C. BERM PER CITY STD. 3/3 MODIFIED FOR 6" C. F. /2 t 00 TO /2*50 STA. /0 t 50 TO STA. 12-t-58. 80 \ EX/ST. GROUND 2/ REMOVE EX/STING P. C. C. SIDEWALK 22 CONSTRUCT METAL BEAM GUARDRAIL PER CAL TRANS STD. A77C - 18 2 AND A77E _PLACE CONT/NUOUS AND DETAILS HEREON _GALLERY OF PERVIOUS 1 23 RELOCATE MAIL BOX BEHIND CURB OR EDGE OF PAVEMENT PER CITY STD. 903 BACKFILL MATERIAL PER STANDARD SPECS p 24 FURNISH AND PLACE GUNITE SLOPE PROTECTION PER DETA/L HEREON 25 CONSTRUCT P.C.C. STEPS PER DETAILS ON SHEET 5 14 26 REMOVE TREE 63 Q, 5" 7 REMOVE EXISTING RCC. DRIVEWAY 6 O z 33 30 v 28 CONSTRUCT DRIVEWAY DRAIN PER DETAIL ON SHEET 4 29 CONSTRUCT BARRICADE PER CITY STD. NO. 404 2' 6.5' 3 o p 40 REMOVE EX/STING R. C. STRUCTURE ~kj 4/ REMOVE EXIST/NG P.C.C. HEADWALL 61 42 REMOVE £X/STING CHANNEL; P. C.C. WALLS 8 GROUTED RIP-RAP FLOORS. * S a o `\ \' ':a Q 43 CONSTRUCT /0'- O " W X 9 ' - IO "H R. C. BOX PER SECT/ON A AND CAL TRANS 2:1 6 1 y STD. D80 8 D83 p y, ` 1 9..f�,. .Q . ;o . :V. ' ; • „v , 4444 CONSTRUCT P.C. C. W/NGWALL PER CAL TRANS STD. D 86-A MODIFIED FOR 2 X° /Illi JOIN EX/ST. �; a v VERTICAL S/DEWAL L S ". \ rYPE a .` ' Q v BACK OF SIDEWALK 45 CONSTRUCT SAFETY WALK AND TYPE 26 CONCRETE BARRIER PER DETAIL B AND 8' �� / + Q • r :v • '. • p .' . , , . ; • V 0 8 b' .a a o v . CAL TRANS STD. BH-54 46 CONSTRUCT TUBULAR HAND RA/LING PER CAL TRANS STD. B//- 5/ ° EyFURNISH AND PLACE GRAVEL BLANKET PER SPECS. /2 JOIN EX/ST. ' ° t' ° " ' ° a" ' ° 'o '° • ' 'P' 30 REMOVE FENCE POST AND GATE * CHURCH LAWN 7 EX/ST A.C. ` GROUND ' Q r 9 ZO TO BE 5:/ /6 /7 PVMT. \ 2�/ A ° �3 �Q.\?� n ;c - v,' o Z\• ,. A 6 — JOIN Ex/s r. \h2`.- •v �5�\i�. 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L,.-.. n_t...:.....� :-:-*+-a.,..._:3. -._..s—.-.,y-+....-:- :.c.:-.«.7.. :......T «�.• •-..--• -.•....--•-:---�'•:.....+--«.:..i.•.• ...t..:_:-�-.+•--(-i•.-:�- N � n ..._,-:.�..... ._... .s.a ...�..;., a.-.- -,_.•an .--a- +•.•:•. .-..a.-.--a. a......:.;.,}..,.»-.1:......L.... .,.{. �:.n-fa .......�....:....a.....--:.q-. m irn p 1 ! �� o fit lh � 2 Z ;.�... -..p-....:..-.. �...... _ .,..,�. ..r..nx.r . ..�:..� ...,i.->~.en...T... .«,.. .�..,.....�} ....-..-�- •L;... ....., � I m Q m ' r iOD ..._.,............a.:.,e...e... ._,...,.n, .n:.«. ....s...-»a.;.�..-a.,...-..w. •--a-.._...a•.+- -<--+ :.,.y.e. ..�.. ..;rt.a. .-....r.•.....t....... -.--:.*,.n--L.^-"---••,.--+-=- -a`-+- CONSTRUCTION NO rES 43 CONSTRUCT /0'-0" W X 9,- /0" H R.C. BOX PER SECTION A AND CAL TRANS STD. D80 8 D83 CONSTRUCT SAFETY WALK AND TYPE 26 CONCRETE BARRIER PER DETAIL B AND L/M/T OF SAFETY WALK BARRIER AND HAND RAIL/NG CAL TRANS STD. B"-54 46 CONSTRUCT TUBULAR HAND RAILING PER CALTRANS STD. B//- 5/ 47 FURNISH AND PLACE GRAVEL BLANKET PER DETAIL A HEREON 3'- 3" 5'- /" 5,-3" N EVENLY SPACED + a ti \ 7'7" c BARS " 45 DIA. 9 //p" ;,,� TOP OF TYPE 26 # 7 0 // LAP V _ 1 P.C. C. BARRIER 7'7 " cNip FS. SAFETY WALK s ° #r 4 TYP. A BARS HAND RAIL !DETA/L SCAL E: //2 " = /'- O it BARS " #6 '95//2" v /2" /2" 4'-B" TYP. T YP. 6- #r 4d BARS 0 /2" 2'-6" TYP. TYP. • BAR #595 //2" 43 04 '® /B" g s i i 2" c BARS OF of SYMETR/CAL CL R. # 7 9 O ABOUT 1 7�-7" _ os 5'-0" 5'- 0" 45 DIA. LAP NOTES I LONGITUDINAL STEEL SHALL BE THE SAME € FOR ROOF AND INVERT SLABS. � 2. SEE CALTRANS STD. D80 Q D83 FOR DETAILS SAFETY WALK AND INFORMATION NOT SHOWN ON THIS DETAIL 3. W/NGWALL NOTES-- A. OTES-A. CALTRANS STD. D86-A SHALL BE MODIFIED FOR VERT/CAL SIDEWALLS AND THE INVERT _ APRON THICKNESS SHALL BE INCREASED TO Al ` 9" TH/CK WITH 4" CLEAR OVER REINFORCING 2" STEEL. /2" GRAVEL BLANKET SHALL BE PLACED CL R. - UNDER WINGWALLS AND INVERT APRON. 1 0 BARS // ,-0 K 7 9 // " KEYWAY DETAIL 4'- g" /O - O 3 _ NO SCALE � h NOTE #6A9S5 //2" 6 SEE CAL TRANS STD . D80., 093, 811-54 er AND B//-5/ FOR ADDITIONAL DIMENSIONS O �+ FLAT /NVERTO OPTION B AND DETAILS NOT SHOWN ON THIS DETAIL. I 2 h PART/AL MON - 3 24 1\ N L/TH/C POUR KITH i C9 TYP. 0 ` CONSTR. JOINT v ? o . . Qb Z . 1 � •• - v ° • o SEE PROF/L E O SHT. 6 FOR ELEV. 4T N v N a h F S. SAFETY WA K O OPT/ON B •v• = CONSTR. ✓O/NT S = //4"/F T. p \ DESCRIPTION OF REVISION DATE CITY SEE CALTRANS STD. B//-54 . 4'� Q h '-1 SEE KEYWAY APPROVED FOR UTILITY OPENING REV. DETAIL ABOVE SECTION A - - - CITY OF RANCHO CUCAMONGA �� v SCALE : / „ - / , - p „ 2 CLR. • , ° • '' v " • °- _ - � � � .- _ i . ' � ' '. P _ - ° = p• v o m d•P , _ /ROUGHEN SURFACE ° ROOF R.C.B. P ; o FOR OPT/ON B - p DETAILS pr ALTA LOMA CHANNEL 2'-s" � v #t4 p,8•' #4 a7 /B' DETAIL- �B AT HIGHLA Ap AVENUE 3., APPROVED By DATE.- &� OPTION A: FULL MONOL/T/C POUR CITY ENGINEER R.C.E.NO_ZJJL DESIGN (/PLANS PREPARED BY: RECOMMENDED NORTH SAFETY WALK p 6. &.� LIM/TS: /2t 62.7/ TO /2 t 74. 29 HIGHLAND AVE. DRAWN SHEET � SCALE 3/4 = / - O C.R.P. CONSULTIN IL ENGINEERS OF 8 CHECKED E.NO 14526 DRAWING NO. ' . 1058 N.W T- DATE FILE NO. I i 45:/ TAPER 300' TAPER GENERAL NOTES' WEST BOUND EDGE STRIPE CENTERLINE STRIPING I. STRIPING AND MARK/NGS SHALL CONFORM TO CHAPTER 6 OF THE JULY /984 CALTRANS TRAFFIC MANUAL, THE SPECIFICATIONS AND THE CITY OF O RANCHO CUCAMONGA STENCIL AND STRIPING DIMENSIONS. 2 2. SEE STRIP/NG AND SIGNING LEGEND, THIS SHEET. 4+ 3. ALL £X/ST/NG STRIPING AND PAVEMENT MARK/NGS NOT IN CONFORMANCE 2 h W/TH THESE PLANS SHALL BE REMOVED BY WET OR VACUUM SANDBLAST/NG. AVENUE 4 SIGNING SHALL CONFORM TO CHAPTER 4 OF THE CALTRANS TRAFFIC AV MANUAL; CALTRANS STD. PLANS S4/-3, S42-/5, S43-A, S44-7, A20-A, A20-8, HIGHLAND Q THE SPECIFICATIONS AND CITY OF RANCHO CUCAMONGA STD. PLANS CENTERLINE ASTRI P/ NG 2 Q S. SIGNS TO BE REMOVED SHALL BE DELIVERED TO THE O y 2 2 3 5 ,3 to 5 W W CITY OF RANCHO CUCAMONGA. p >p0Z ri V O 6. STOP SIGN RELOCATION SHALL BE BY DIRECTION OF THE ENG/NEER. O 4 o O W W 4 6 1 f 7. PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS .► .. SCALES/"-40 h O V 2 O+ Nc h h `i 2 N v % -4 Q Q B. NEW SIGN POSTS SHALL BE 4 X 4 REDWOOD PAINTED BROWN. W W O * W 9. ALL PA/NT/NG SHALL BE DONE W/TH TWO PA/NT APPLICATIONS. THE IAJ O Q.p p + W i N N > Q V O SECOND COAT SHALL BE APPLIED 7 DAYS AFTER THE /NIT/AL COAT. + a h J Q m 2 (4„ W) / I 77 s„w 6” w /2f6B.50 2 ' W 4"rsJ 2 " t 2 4"Yl4"Ys _ 3 9 (4 rsl rs 2. _ _ i3 _ ,14 _ 4"Y/4" rs - — - - -— 0+00 4„Y — 4„ Y/4” YS --- 4„ W N 40' W N °rn N 4" W J 4-1(4" W) � � W STRIPING a SIGNING LEGEND o Q � IR EX/ST/NG NEW DESCR/PT/ON Z I z H v (4"r/ 4"YS) 4" r/4"rs 4" YELLOW(SK/P) PER CAL TRANS TRAFFIC > o y 4" YELL0W(SOLID) MANUAL DETAIL /9 Q = 12"W (12"W) /2"W a V s o > o, N W o 4i 1. o /2 WH/TE 4i > 3 1. o ` QZ b 4i > f b VQ 3 3 h 3 4 ♦ b DC7` 4 (8"W) 8•, W 8" WH/TE p C 5 "� 4 W Q3 a I 5 " PER Cl TY STD. m i 5 � ; � (4"r1 4 r 4 YELL 0 W(SOL/D) NO. 407 4 (4"W) 4 a W 4" WH/TE(SOL ID) SIGNING AND STRIPING CONSTRUCTION NO TES (4" YS) 4 0 YS _ 4v YEL LOW(SK/P) / EX/ST/NG STRIPING OR PVMT. LEGEND TO REMAIN /N PLACE (� �J R 2 PAINT NEW LINE AS INDICATED ON PLANS r" 1 6' TURN ARROWS 3 EX/ST/NG S/GN/NG TO REMA/N /N PLACE _ Q A 8' "AHEAD" LEGEND 44 REMOVE EX/ST/NG SIGNING 5 /NSTALL NEW SIGNING Q 8' "ONLY" LEGEND 66 INSTALL NEW SIGN FACE ON EX/ST/NG POST © © 8' "STOP" LEGEND 300' TAPER CENTERLINE STRIPING SIGN ON 2 WOOD POSTS O g 2 CAMBRIDGE AVE. SIGN ON LIGHT OR SIGNAL .POLE TT IT SIGN ON METAL CHANNEL POST HIGHLAND AVENUE 25 ' 2 T SIGN ON WOOD POST 5 W-//, R26, 'K ' , W8/, R/, TYPE L SIGN AND MARKER CODE 00 TRA NUMBFICS MANUAL PER LTRANS O � 3 O f (6� w) a 20f9B.44 2 2 s 20 (4"rs)a 4'Y � (4"rs) 0 - — --- -- - _ _- _ - — J -- --4., W N 4 W 4"W (4 W) QQ Q 2 2 vW z Q W CITY DESCRIPTION OF REVISION DATE APPROVED p z h CITY OF RANCHO CUCAMONGA W b o W p, ,, 3 O SIGN/NG a STRIP/NG PLAN 3 by2 bR 3 N2 * Oy 0 2 6 W HIGHL AND AVENUE APPROVED BY: DATE: CITY ENGINEER RC.E NO. Z3 89 DESIGN ANS PREPARED BY: RECOM NDED m.D ' DRAWN SHEET p C.R. P. CONSULTING 8 VIL ENGINEERS 8 CHECKED A 014826 DRAWING NO. N.W. r1058 DATE ZZ I FILE NO