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HomeMy WebLinkAbout1834 7• W Q CITY PROJECT LOCATION mOFRANCHO CUCAMONGA - W etric N > Q C) ,s a z > a o z a X a a = a HIGHLAND AVEI CONSTRUCTION PLANS FOR w m Q o a ` a RANC 0 CUCAMONG LEMON of AVE _ 6 FONTANAH HLAND AVENUE STORM DRAIN ~ J 0E) PROJECT LOCATION IG , o FROM SIt � oNTAR 10 HIGHLAND AVE POW ROUTE 210 8 6 ALTA LOMA CHANNEL 19TH AVE 15 TO BE SUPPLEMENTED BY CALTRANS STANDARD PLANS DATED JULY, 1999 VICINITY MAP AND CITY OF RANCHO CUCAMONGA STANDARD PLANS DATED MAY, 1992 LOCATION MAP NTS NTS X GENERAL NOTES GENERAL NOTES SHEET INDEX I . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 10. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND= TELEPHONE OR POWER I TITLE SHEET RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR POLES, WATER METERS, VALVES, FIRE HYDRANTS, ect. SHOWN OR NOT SHOWN 2 CONSTRUCTION NOTES PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, INCLUDING ITS ANNUAL ON THESE PLANS WITHIN THE RIGHT-OF -WAY LIMITS OR IN ADJACENT AREAS 3 TYPICAL SECTIONS SUPPLEMENTS AND AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND PROTECTED IN PLACE AS REQUIRED, AND SHALL BE CONSIDERED AS INCLUDED 4 - 10 STREET PLAN AND PROFILE SPECIFICATIONS. IN THE OTHER ITEMS OF WORK. II STREET CONSTRUCTION DETAILS 2. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM II . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A 12- 18 STORM DRAIN PLAN AND PROFILE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 19 STORM DRAIN PROFILES DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL WHICH PROTRUDE ABOVE THE SUB-GRADE. ALL VOIDS OR DEPRESSIONS SHALL 20- 21 STORM DRAIN DETAILS BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 22 UTILITY POTHOLE DATA 3. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER FOR THE 23-24 DRAINAGE QUANTITIES CONVENIENCE OF PROJECT BIDDING. THE CONTRACTOR SHALL MAKE HIS OWN 12. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 25- 26 TRAFFIC HANDLING PLAN VERIFICATION OF SUCH CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY THE ROADWAY HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND 27- 31 CONSTRUCTION AREA SIGNS X--- LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED ROADWAY IMPORVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF 32 CONSTRUCTION AREA SIGNS QUANTITIES IN THE OTHER ITEMS OF WORK. THE CITY ENGINEER. 33- 34 PAVEMENT DELINEATION PLAN 4. STATIONING AND TOPOGRAPHIC MAPPING ARE IN METRIC UNITS. PIPELINE 35- 36 SUMMARY OF QUANTITIES DIMENSIONS ARE SHOWN IN DUAL UNITS WITH METRIC UNITS SHOWN FIRST AND 37- 40 SIGNAL AND LIGHTING ENGLISH DIMENSIONS SHOWN IN PARENTHESIS. 5. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. 6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ABBREVIATIONS WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. CATV - CABLE TELEVISION 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE OHL - OVERHEAD LINE HIMSELF WITH THE SITE AND SHALL BE SOLEY RESPONSIBLE FOR ANY DAMAGE TP - TELEPHONE POLE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS UTILITY OWNERS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CCWD - CUCAMONGA CREEK WATER DISTRICT CHTR - CHARTER CABLE 8. WORK SITE SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, VZN - VERIZON X THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE SCE - SOUTHERN CALIFORNIA EDISION INSPECTOR. SCG - SOUTHERN CALIFORNIA GAS CRC - CITY OF RANCHO CUCAMONGA 9. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO CONTRACTOR ' S RESPONSIBILITY FOR SAFETY EXCAVATION. PROVIDE FOR YOUR CONVENIENCE ARE THE FOLLOWING= IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME A. VERIZON COMMUNICATIONS ( 800) 422-4132 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF FOR UNDERGROUND SERVICE CONSTRUCTION OF THIS PROJECT: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY : THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL No. DESCRIPTION of REVISION DATE CITY B. THE GAS COMPANY (909 ) 394 -4356 WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE APPROVED 5566 ARROW HIGHWAY OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. CITY OF RANCHO CUCAMONGA �OfESS �O MONTCLAIR, CA 91763 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR CoQ LIABILITY C. CUCAMONGA COUNTY WATER DISTRICT (909) 987- 2591 L I AB I L I TY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. HIGHLAND AVENUE STORM DRAIN �Q �y h M.A. KRAMAN Z 10440 ASHFORD STREET TITLE SHEET o No. 44030rn RANCHO CUCAMONGA, CA 91729 , Exp, 6-30-05 D. SOUTHERN CALIFORNIA ED I S I ON (909 ) 947 - 8261 BENCHMARKS HIGHLAND AVENUE � CIVIL JADEITE AVENUE TO ALTA LOMA CHANNEL 4 O�P CALI 1 35 1 EAST FRANCIS BM#7- F - 88 ELEV 468. 966 m ( 1538. 60 ft ) APPROVED BY ONTARIO, CA 91762 CITY ENGINEER G � ���(i� DATE S �- CALTRANS BRASS DISK STAMPED 07- F- 880 IN TOP OF EASTERLY CURB ARCH I BALD AT THE R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT E. CHARTER COMMUNICATIONS (909 ) 343-5 1 02DESIGN PLANS PREPARED BYi RECOMMENDED NORTHEASTERLY CORNER OF HIGHLAND AVENUE AND ARCHIBALD AVENUE, 610 mm ( 2 ft ) 7337 CENTRAL AVENUE WESTERLY OF STREET L I GHT #2362330E, 1 . 524 m ( 5 ft ) NORTH OF CATCH BASIN. BYu , MOFFAIT &EVIC R S N o Call:TOLL FREE R I VERS I DE, CA 92504 DRAWN 415 N. Vineyard Ave, suite 200 SHEET o 1-800 Ontario. > Cailfornta 91764 422-4133 MSN Tel . (909) 937-0125 1 OF 40 N w! ALL DIMENSIONS MENS I ONS ARE I N CHECKED Fax. (909) 937-0199 DRAWING N0. 1 cI TWO VOWMDAYS WFOW METERS UNLESS OTHERWISE SHOWN. VLK R.C.E. NO. 4403 /8`3J-/ M FILE N0. O FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I CONSTRUCTION NOTES CONSTRUCTION NOTES A REMOVE CONCRETE CURB AND GUTTER 40 TYPE III BARRICADE B REMOVE CONCRETE SIDEWALK 41 TEMPORARY TRAFFIC STRIPE (PAINT) X C REMOVE PCC CROSS GUTTER AND SPANDREL 42 TEMPORARY PAVEMENT MARKING (PAINT ) D REMOVE PIPE (PORTION ) 43 CHANNELIZER (SURFACE MOUNTED) E REMOVE INLET 44 TEMPORARY RAILING (TYPE K ) F REMOVE TIMBER BULKHEAD 45 TEMPORARY CRASH CUSHION MODULE G ABANDON CULVERT 46 REMOVE THERMOPLASTIC TRAFFIC STRIPE J REMOVE CONCRETE DRIVE APPROACH 47 REMOVE PAVEMENT MARKER K REMOVE MANHOLE 50)� THERMOPLASTIC PAVEMENT MARKING L REMOVE TREE 51 IOOmm THERMOPLASTIC TRAFFIC STRIPE M REMOVE CONCRETE LOCAL DEPRESSION 52 200mm THERMOPLASTIC TRAFFIC STRIPE RU STREET ELECTROLIER TO BE RESET BY UTILITY COMPANY (N ) 53 300mm THERMOPLASTIC TRAFFIC STRIPE X PROTECT IN PLACE (N) 54 PAVEMENT MARKER (RETROREFLECTIVE ) 2 CONST AC PAVEMENT PER HIGHLAND AVE TYPICAL SECTION 3 CONST AC PAVEMENT PER JADEITE AVE TYPICAL SECTION 4 CONST AC PAVEMENT PER ARCHIBALD AVE TYPICAL SECTION 5 CONST PCC CURB AND GUTTER, TYPE CRC - 8 PER DETAIL ON SHEET II 6 CONST PCC CURB AND GUTTER, TYPE SBC-8 PER DETAIL ON SHEET II 7 CONST 102 mm ( 4 ' ) PCC SIDEWALK PER CITY STD PLAN 103 8 CONST PCC CROSS GUTTER AND SPANDREL , TYPE SBC PER DETAIL ON SHEET II 10 CONST ACCESS RAMP PER CITY STD PLAN 102 (N) it CONST CURB RAMP, CASE C PER CALTRANS STD PLAN A88A (N) X--- 12 CONST LOCAL DEPRESSION PER CITY STD PLAN 307 ( SEE DRAINAGE PLANS FOR CASE ) 13 PLACE AC DIKE, TYPE DI - 8 PER DETAIL ON SHEET II 14 RESET ROADSIDE SIGN (METAL POST) 2 I INSTALL 450 mm ( 1 8 " ) RCP 22 INSTALL 600 mm ( 24 ' ) RCP 23 INSTALL 750 mm ( 30' ) RCP 24 INSTALL 1 500 mm (60" ) RCP 25 CONST CURB OPENING CATCH BASIN PER CITY STD PLAN 300 26 CONST OL INLET PER CALTRANS STD PLAN D72, WITH PROTECTION BAR 27 CONST MANHOLE No. 2 PER CITY STD PLAN 319 LEGEND X 28 CONST MANHOLE No. 4 PER CITY STD PLAN 321 (N) NOT A SEPARATE PAY ITEM (29 CONST JUNCTION STRUCTURE No. 2 PER CITY STD PLAN 331 30 CONST JUNCTION STRUCTURE No. 4 PER CITY STD PLAN 333 31 CONST CONCRETE COLLAR PER CITY STD PLAN 329 (N) 32 CONST CONCRETE BULKHEAD PER DETAIL ON SHEET 21 (N) No. DESCRIPTION OF REVISION DATE CITY APPROVED 33 CONST MANHOLE SHAFT SAFETY LEDGE PER DETAIL ON SHEET 20 CITY OF RANCHO CUCAMONGA ROFESS ��oe "q<� 34 CONST CATCH BASIN CONNECTION PER CITY STD PLAN 308 HIGHLAND AVENUE STORM DRAIN y M.A. KRAMArn N Z CONSTRUCTION NOTES i No. 44030 Exp. 6-30-05 HIGHLAND AVENUE ,y4 CIVIL \� JADEITE STREET TO ALTA LOMA CHANNEL OF CALI� APPROVED BY CITY ENGINEER DATE L LC X UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 DESIGN PLANS PREPARED BYi RECOMMENDED MSN MOFFATT & NICHOL E N G I N E E R S N o Call: TOLL FREE DRAWN 415 N. Vineyard Ave, Suite 200 SHEET 1-800 Ontario, MSN Tel . (909)a937-0125 91764 2 OF 40 t` w 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-01 99 DRAWING N0. N N TW WORKMDAYSMETERS UNLESS OTHERWISE SHOWN. VLK FILEENNO. 4403 1O. 03LT �o FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS " ARM" L I NE SOUTH " HIE " LINE NORTH WEST " AR " L I NE EAST R/W 10. 973 ( 36 ' ) 1 9. 144 (30 ' ) R/W R/W 15. 240 ! $ 15. 240 R/W ( 50 ' ) i i ( 50 ' ) 6. 706 ( 22 ' ) ! 6. 706 ( 22 ' ) 1 . 98JI 1 . 219 3. 1 12 10. 973 (36 ' ) 1 ! 10. 973 (36 ' ) i ( 6. 5 ' ) ( 4 ' ) ( 10. 21 ' ) & VAR ! & VAR I I 0. 457- 6. 248 t 20. 5 ' ) ! 6. 096 ( 20 ' ) 0. 61 0 I . 2 I 9. 754 ( 32 ' ) i 9. 754 ( 32 ' ) ( 1 . 5 ' > i ( 2 ' > ( 4 ' ) & VAR i i & VAR JOIN it i PVMT �2� I Z==�---------T-I __ VAR ------�_=T VAR i PG VAR _- --------------------- A 5 T102 02 mm (4 ) AC (TYPE A) mm (4") CL2 AB B 7 HIGHLAND AVENUE A 12 140 mm c5. 5" ) AC (TYPE A ) A 12 EASTBOUND 1381 mm ( 15 ' ) CL2 AB " HIE ' 62+40. 000 TO 64 + 53. 881 SOUTHBOUND ARCHIBALD AVENUE NORTHBOUND ' ARM" I I +00. 1 30 TO ' AR" 24 +04. 7 1 8 ' ARM" 1 1 +00. 1 30 TO " AR " 24 +05. 3 1 4 SOUTH ' HIE " LINE NORTH X R/W R/W " ARM" LINE 10. 973 ( 36 ' ) 1 9. 1 44 ( 30 ' ) 3. 048 12. 6049, 12. 295p ! 12. 602p 12. 338p No 6. 706 ( 22 ' ) ! 6. 706 ( 22 ' ) 1 . 981 1 . 219 ( I 0 ' ) & VAR i & VAR i ( 6. 5 ' ) ( 4 ' ) (TYP ) 5. 486 ( 18 ' ! 3. 658 ( 12 ' ) i & VAR ! & VA 0. 457 6. 248 ( 20. 5 ) 6. 096 (20 ' ) 0. 610 ( 1 . 5 ' ) i ( 2 ' ) i i JOIN ! JOIN PG _--_ 2% PVMT ! PVMT VAR V "N AR VAR ~- VAR Z==- ---------T-I s--- -� I -------------------------------------------- 102 mm (4') AC (TYPE A) 102 mm (4') CL2 AB A 5 A 1 2 1 40 mm ( 5. 5" ) AC (TYPE A ) A 5 381 mm ( 15 " ) CL2 AB ARCHIBALD AVENUE B 7 HIGHLAND AVENUE SOUTHBOUND NORTHBOUND WESTBOUND EASTBOUND " ARM" 1 0+ 76. 800 TO 1 1 +00. 1 30 " ARM" I 0+82. 269 TO 1 1 +00. 1 30 X__- ' HIE ' 62+ 18. 932 TO 62+40. 000 ' HIE ' 62+ 1 8. 932 TO 62+40. 000 WEST ' JA" LINE EAST R/W 9. 1 44 ( 30 ' ) 9. 1 44 ( 30 ' ) R/W SOUTH HIW" LINE NORTH i R/W /W 10. 058 ( 33 ' ) 1 10. 058 ( 33 ' ) 1 . 2 19 1 . 98J 5. 486 ( 18 ' ) ! 5. 486 ( 18 ' . 981, 1 . 219 ( 4 ' ) (6. 5 ' ) i (6. 5 ' ) ( 41 ) 1 . 219 - 1 1 . 98 6. 706 ( 22 ' ) ! 6. 706 (22 ' ) -1 . 9811 1 . 219 0. 45 1 . 21 4. 267 ! 4. 267 1 . 219I -o- 457 ( 4 ' ) ( 6. 5 ' ) i ( 6. 5 ' ) ( 4 ' ) ( 1 . 5 ' ) ( 4 ' ) ( 14 ' ) ( 14 ' ) ( 4 ' ) ( 1 . 5 ' ) 0. 457 6. 248 (20. 5 ' ) ! 6. 096 (20 ' ) 0. 610 0. 152_0_7 ( 1 . 5 ' > CROWN ( 2 ' ) 0. 1 52 i PG (0. 5 ' ) 3. 353 IF (0. 5 ' ) VAR VAR I PG 2% PG ! t 2% B 7 B 7 VAR A 12 CROWN VAR _----- 76 mm ( 3 " ) AC (TYPE A ) B 7 A 12 102 mm (4 ' ) CL2 AB B 7 102 mm (4") AC (TYPE A) A 5 X A 6 102 mm (4") CL2 AB JADEITE AVENUE ' JA " 10+08. 077 TO 10+ 36. 400 HIGHLAND AVENUE WESTBOUND EASTBOUND SOUTH ' HIE ' LINE NORTH ' HIW' 58+90. 807 TO 59+85. 014 " HIW' 58+90. 807 TO 59+ 85. 014 R/W R/W 10. 973 ( 36 ' ) 1 9. 1 44 ( 30 ' ) I " HIW" LINE SR/WH 6. 706 ( 22 ' ) ! No. DESCRIPTION OF REVISION DATE CITY I 10. 058 (33 ' ) i APPROVED 0. 610 6. 096 ( 20 ' ) ! 6. 096 ( 20 ' ) CITY OF RANCHO CUCAMONGA �O Q RpF E S S /0* 6. 706 ( 22 ' ) 1 . 98 L, 1 . 21 9 ( 2 ' i 13 HIGHLAND AVENUE STORM DRAIN ( 6. 5 ) ( 4 1 ) i J O I N h M.A. KRAMAN I 6. 096 ( 20 ' } 0. 61 0 1 PVMT 2% TYPICAL SECTIONS w W No. 44030 m 2/ �- Exp, 6-30-05 II __ _ _ _ �._ _________________ ( 0. 5 / ) �__ ----------- HIGHLAND AVENUE ,ry4� c I v I L V. i 2% 102 mm (4") AC (TYPE A) JADEITE STREET TO ALTA LOMA CHANNEL OF CALI �-- 102 mm (4") CL2 AB APPROVED BY CITY ENGINEER DATES nd�- UNDERGROUND SERVICE ALERT R.C.E. NO. 24953 B 7 HIGHLAND AVENUE DESIGN PLANS PREPARED BY, RECOMMENDED hi Call: TOLL FREE HIGHLAND AVENUE EASTBOUND MSN N MO"ATT &ENICHOL oN o A 5 ' HIE " 64 +53. 881 TO 65 +66. 000 DRAWN 415 N. Vineyard Ave, 1764 20o SHEET 1 1-800 ' HIW" 58 + 22. 8 1 9 TO 58+90. 807 MSN Ontario, Cal 7-01 5 91764 ti W Tel . (909) 937-0125 3 OF 40 422-4133 ALL DIMENSIONS ARE IN CHECKED Fax. (909) 937-0199 DRAWING No. N w METERS UNLESS OTHERWISE SHOWN. VL K R.C.E. No. 4403 �$3 FILE NO. M ,waYS � y, o FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS N In w 0 p I� 00 n 00 0 M N cD Z 0 (900 wm CONSTRUCTION NOTES _ - 0.674% -0.57 % 468 A REMOVE ' CONCRETE CURB AND GUTTER _ _ . ._.. ..,_ _ _. _ _. . _. w_. _._ ._ T OF CURB . 468 { NOR Tf OP , ' X B REMOVE CONCRETE SIDEWALK 467 467 M N R T Ft. V APPROACH __ . __ _ _ _ _ _ �- . _ . _ , - - -------- J , 6 . ._._ .__ _ RE OVE C0 C E E D I E . - ._,_._ .� ,. Y .. � . _ . . .__ ..r . �_ . .. . ._ 0 roao > O RU STREET ELECTROL I ER TO BE RELOCATED- BY UTILITY COMPANY (N) NocL � � _ � _ � 0 . � — rn `° O - o o ------------ - - n___._ I PROTECT t4 PLACE (N} • Q0 ao O as � �r Ln t0 ao °� CV _ . _ co co _ _ 2 CONST AC PAVEMENT 'PER HIGHLAND AVE TYPICAL SECTION -0. X29% + tr - 468 - 0. 5201. 0. 270•%. 0.360% 468 5 CONST SCC CURS AN0 GUTTER, TYPE CRC- 8 PER DETAIL ON SHEAT II CROWN LINE -._ - 467 6 CONST PCC- CURB AND GUTTER, TYPE SBC-8 PER DETAIL ON SHEET I I _ -_ , _ _ ._. , _ _ '; _ 467 o � - _ _ 7 CONST 'I 02 mm (4 ) PCC SIDEWALK PER CITY STD PLAN. 103 � oo > - _ ..-. __-- 00 . cL -w w 12 CONST LOCAL DEPRESSION PER CITY STD PLAN 307 : -- o �* o _ w � z — — Z cn -(SEE DRAINAGE PLANS FOR CASE ) _ _ -. . � _ v } _ _. _ _.. .. -. .v, ._- __.._ .. . . .._.__,._-.__.. . __-- _ : _ 4o O °° ao otj —J v Ln co { -0. 468/ : -0. 410% � ; _ . •. _ _ _ _ _ _ : 0. 560% 0% 0.58 468 _ _ __ _. ._ _ . . _ U 468 6 ;� - STATION LINE _ rn Q — as to 00 : 467 � N . NZ LD N M I� ao + a- d> N O _ to 00 0 00 _ N — V lf) n0 ~ N c4 -_.. O .._--_ _ _ . . 170 - - Q - 00 • -0. 808% -0-. 810 -0. 880'!. -0. 61 O% `r �o 00 _ .. o - 0. 850% �r - -0 61 b/. -0. 540%-0: 5.50%- `� -Oi 670% -0. 430% -0.340% 468 _ 468 SOUTH TOP OF CURB _ . : 467 . 4 - - 66 466 - 58 + 20 58+40 58+60 58 + 80 59+00 59+ 20 X--- PROFILE LEGEND HOR I Z Ill 200 VERT I : 50 XXX. XXX PROPOSED ELEV 3 (XXX. , _ -,._,_ca ....._ .., ..,.__... ..._ . .. ....-. ..w_v.._ .. .__.-_.; � XXX) EXIST E L E V --58� '90'. 807 ` 59+04 . 689 59+23. 518 102 mm CONCRETE, PER NOTE 7 JOIN SW A 6 01 152 mm CONCRETE, PER NOTE 5 6 B 7 c\jI 203 mm CONCRETE , PER NOTE 12 DRI E = 12 DRIVE APPROACH O LIMITS OF AC PAVEMENT SECTION R/W� O PER NOTE RU O 2 + ABBREVIATIONS ,F 1 ....... ..... .... ._.-....- .+ .. .._ : ._. i.y' _. __. Ca _ tr C & G CURB AND GUTTER CROWN L INP_ `r u' -- ------ —=� N. �n � X • M HIGHLAND AVENUE o . N > � Q � w -- 3. 353 E 1 ) — " H IW" LINE r N 89. 32 ' 02" - = i , cn 58+80 ? 59+00 . 59+20 co58 + 20 58+ 40 58+60 . uj f(1 �\ ./1 /\ pw/� u\ Apr ` \I ` ✓ ; ✓ Z V/ 00 _ - • M • N • N t0 J - CITY T IF / = No. DESCRIPTION OF REVISION DATE APPROVED 7 7a CITY OF RANCHO CUCAMONGA O QVkpFESS /0� ( O ^ o J — ., J J J 12 c� J HIGHLAND AVENUE STORM DRAIN 00 �' STREET H M.A. KRAMAN c N A 5 B 7 p ... W No, 44030rn o - tO = PLAN AND PROFILE Exp, 6-30-05 HIGHLAND AVENUE � C I V I L ' S8+22. 8 i 9 STA 58+20. 000 TO STA 59+25. 000 OP CALF BEG REMOVE SW APPROVED BY BEG REMOVE CONC C & G CITY ENGINEER DATE _ bd— X UNDERGROUND SERVICE ALERT BEG SW BEG C & G PLAN DESIGN PLANS PREPAREIS BY. RECOMMENDED 53 SCALE 1 1 2 0 0 MSN , MOFFATT &IVICHOL Call:TOLL FREE E N G I N E E R S 0 o 1-800 DRAWN 4 1 5 N. V 1 neyard Ave. Su r to 200 SHEET I , MSN ToeI . (909)allfornIc 937-0125 91764 4 OF 40 422-4133 ALL DIMENSIONS ARE IN Fax. (909) 937-0199 w CHECKED DRAWING N0. N � ,� METERS UNLESS OTHERWISE SHOWN. M V L KR.C.E. NO. 4403 /g 3C� 0 FILE NO. FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I SEE SHT 9 _ _ Ln . rn Co LO _ _ ._. CONSTRUCTiON 'NOTES 469 M M . • • ,. 4 I , . _ _ 0o Co :_ 1 . • N . ►� ­111 ,�° A REMOVE Cr�NCRETE CURB ANO GUTTER �r + w 59 - � - 4.50 4'3 0 . 468 --0. 679/. -o. 41 Ol -0. 10 % 90% 2.841/. + 4 5 , I 68 _ _ _ _ - x � ._ . � _ __ _. . . ;� .� _ . - . _. _ _.. . - _ _ - �. - -_ ,N . .. _ . - __ . - �. _. _. _____ .�.. .- _.. ._ . _ _- _ . _�. _. .__-. _ ._ . _.. _a. __. . . _. RE � - CONCRET I.QEWALK .- _... .. .w N ro B MOV. � E . _ V" NORTH TOP OF CURB, �, °' N • m . _ _" rn _ C REMOVE PCC CROSS ; GUTTER PROJCTE[� rn .00 . 4671. . _ 'co - co U 4D a _ AND SPANDREL 4 7 SSE MKT 0 v_ 4- 6 1. �° c' p �* _ - - L REMOVE TREE . O �r m - - . _. _ _ . O _ : - . ao ,r - . _ . . _ _ _ _ - _ _ _ _ _ -- . - O M O 0) : p _ �r o N / LOCAL DEPRESSION . REMOVE CONCRETE _----____ _- --_ ___ Q _ _ - - - . - _ - - - _ - _. _ _ ._ - _ _ - - .. _._ _-.. _ - _ - CA _. _ _ - _ .: - - - 00 LI) . 00 _ N t` I ; R 'STREET ELECT_ROLIER' _. _ • U _ _ • ,. _ 4C 7. 943 : ♦ U U �467. 80C U , _ COM (N - o. a3o� ) 468 TO BER T Y TI IY .-_.._ P 468 a) -0.360/ 0. iso • ESE B U � Y -COMPANY' _ O. 61 _. . _ }. _ _ _ I . 6 a . � T k _ 4 _ .. , �_ •�f�dTECT - -1 N �PtACE � �N� _.. . �--- - � ---___. _ _- . �� 0!. 0. 5 74� +Q. t 8Of. . � . � _ F - _ _ _ t ' R WN 1N _ . 3 C 0 L E , - - w : :. _.,. . -_ . _. . -.,. .. . _- . . _ ,. - . - CONST AC PAVEMENT _PER LiJ , 2 w - - HIGHLAND AVE TYPICAL SECTION 467 t 40 m VC = r 467 (A _ b U . _ , . > o , _ t O (:D , CONST AC- PAVEMENT P R E . . - ;. - - . - - - O m r _. . -: . . _ : W Q W w Ql M O - O . JA EIT AV TYPI "IT C d E E SAL SE ' TION LQ N - ... _ , " . . - , ON CONST _.AC __PAV, ­ , ­ ­ . ­ ­ ­ I I I . . ­ ­ , -: ­­ . ­ A ­ 1. � (p . . I . - & I EMENT__PER J r` _ U ao + . o __ to ARCH I BALD AVE TYPICAL SECTION .: - - _ Coo 00 + . _ co U ►�- c� ti U U o Co .0 N a " HIE STATION L}INE + CONST PCC CURB AJC) GUTTER _ _ v co co Q _ Cop �r a. � U _ _ (�,� 5 468 _ U -0.580% O.' 830% v - �r / 4 _. .-.- --- _ __ - c� T P 6 8 0 v v _ 72(� __ Y E CRC PER . 540! 4. 56b/. � _... _ -:__. � . to DETAIL ON SHEET II + i , 840 wU -- a " H I W" STATION LINE - f } . 2Z0% ,_ v f 80% 3 + , 239% - p� k.o = w 6 ONST PCC CURB AND G-UTTER•, 467 VPI 59+ SO p Ncb W - C 1-1 _ _ _ -_ _ 467 _ _ _ _ 467. 560 p _8 PER w _.. . Y ETAIL ON SHEET p -F -.. - . 4 � . U : c0 M `n 00 �r Zw 7 CONST 102 mm (4' flCC S I DEWALiC U o SEE w M ao w rh v a� Ln _ � - PER C 1 TY TD P A�1 1 N rn rn SHT 10 Q3 l- _ - -. ,-• _ _- .. ____- -_ . -__ ._.-.__ _ -.. _- � ___ -_ -_._ . _ . . . _- . _ S L cs. °' 00 oo � r` � M o � U ; ti � rn as - -,- �� -� -r v _ ${T./, _ ,. .� ,._ .. . _.. - . - v w +2;341/. t • . _ U � �, . rn �, .� + 1 . 970% 8 CONST PCC CROSS GUTTER - _ . . . r` _. . _ _ M . _ 6 J 11 cs� U w �" �`- co U �` r`` ,� � ' w \/. A _ AND SPANDREL , TYPE SBC - '-- . _ _ 4 68 0. 40% 0. 500% v V- m Uv � cr + , r` : v g,0 PER DETAIL ON SHEET 1 I 4 68 _ _ _ o _o. Y _ , . __ _ _ _ __ _ _ _ . 360% 67b/. f . 35 _ _v_ _ 1w o .. v _, _ �r - \� �--- _ flf. 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EXIST 4 w J -, A 5 HIGHLAND AVENUE ,�� c I v I L �' No. R T L C ACCESS RAMP . {: � 10 $ 7 STA 59+25. 000 TO STA 62+45. 000 � � cA�� e , 40. 5 " AND . S I DEWALK x�Fry m A 5 , 706 LT APPROVED BY (�) 9 14. 3 18 ( 2999. 73 ) 3 22 26. 960 53. 904 12. 295 Lt ' r Q a B 7 . HIE " 62+26. 7 14 ECR Y N IN R ATE E. No. 24953 :; _- Y __ F CIT ENGINEER EER 1. x UNDERGROUND SERVICE ALERT e i N + 2O 10. 668 (35 ) 89 1 2 1 5 10. 521 1 6. 609 " ARM" I 0 88. 078 ECR _ _ 01%, } 12 338 RT DESIGN PLANS PREPARED sYRECOMMENDED • I ' ) 9 5° 19 ' 0 2. 5 " I I . 7 0 7 17 . 7 4 7 5M g 8 6 H LINE 8 MSN 0 MOFFATT & NICHOL oq ARM " 10 + , ARM" 10+ 89. 1 27 BCR , E N G N E E R S Ca11. TOLL FREE 3O 0. 668 (35 (fO,) SEE S 5 . 000 DRAWN 415 N. Vineyard Ave, s�rte 20o SHEET o 0 1-800 ( 1 8 ' ) HE E T I Q ontar r o. Ca I f forn r a 91 T64 ' j 422-4133 (�) 10. 668 (35 ) 87006 ' 54010. 144 16. 220 . 65 .048 N cr ' LAN MSN Te I . (909) 93T-01 25 5 OF 40 ~ SCALE 1i 200 12 ' ) (10,) ALL DIMENSIONS ARE I N CHECKED Fax. (909) 93T-0199 DRAWING NO. I TWO WORCM DAYS . YW METERS UNLESS OTHERWISE SHOWN. VL K R.C.E.ILE . 4403 X83[f o J FOR REDUCED PLANS 0 20 40 60 80 ORIGINAL SCALE IN MILLIMETERS I I I I I I I I I aII�II _ , _ " _ 11 .11 ... 1. 11 . 1 1I1 1 _. _ - 1111 _ _ _ 1 . - I : , II II . , _..-_.- _ ... _ ; __1111 .. - _ _ , -._ , _ _ . _ _ _. _. ... _ ._- ..- _y.. . . 1 . 111__ . __ ... , . -._ 11-_ -.- _,- �----.. 1: _ _. . .... , . 11"11 .,._-, _- _ , -- - _. .--- - _.. i11-;____. ... _ ..... . ...... . . --- - 1111 ._ -,.__. i - _ _ _ _ __ .. _... .. - _ _ .. ._ _. .... _. _ _ .. - _..._ _. . - - , - : i- _ CONSTRUCTION NOTES . _ . 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NtOVE C O ET CUR f�D GUTT R` ` _ E 1 .. - - j_ ..- - - _.- ..�. .:.. . _e_ -- . ,i _ <._-. 1111-. - . 1111. _ -. .. -„_,a_. . : - - _ : - < . . ._, .- -1111 .. __ 1111_ . . .. . ._ . . - i. - 1.111 _ _ _ -.i _ _ _ _ _ 1111 _ PRT CT I N P A N) 0 EC L CE _.._�__ _< _M.__..__< . : _�.r.. .._-v__ ._._ .__._,_ ___ , ._�. . _. ._._ �_.- _-_ _._._ _..___.. :_ _.__"_ ____,_ _:____ . _ __", _ �__-. __. ,__-_".._ . ____1111 _.�___ . , ..___ _-._,_ ____ _ .----_ _ _ - . _. ,._._" ___ .. _ __ . _. _- -.... " �. ,___ - . . - _ _ X : - I I , I .,_ 11 . - _ _._._ ,. --.._-.--__ .. _1111 _._ • . _ 2 CONST .'AC PAVEMENT: PER H 10HL-AND AVE TYP I CAS SE_`CT l ON -_ . - - __ - . . , - - _ 4 ­­__�__.. __ __. _ ._11_:11_ _ _ _' _..__ . y____, _ ....._..__, .J-_. ._-__ , __-_ _ _____.. _ . ___� ,"__ _.;,__- _ _� __.,_ .__ 11.11 .__ _ _ _ _ _. _ _ __.�_ i_ _.._ �_ _ _ 111.1._ u,_.w __x __ ___k - __. �..__- ._. -- _-_, _ u_: _. -u_ __ . : j ,. . _ . -_._ �_ .o- - . ._ 1.111. _-._f _ M4 ,.__ ._ _,"._ , 5,_ CONST l�££ £ IRB AN3 ' fiTT�I�, T'�P� CfC�� _SER .DET<A F L< Ofd S�+EET . .1 . ti ; ._:__ _�_�__"� .�_.,,_ ,. "<->, _ 1^ . r - _ i 11 . Yl.. . -.. _._.i... 1111 _ _ _ <1 _, , ".__- _ - _!.. .. _- -.", - - _ _ . _ _ - _ _ - - _ - - , .__ - -_ _ __. - - ,__. , ..._- _ 1111 -'. ._ __. 1111,. ♦ <:. _ ; _-. 1111 -,-._ _- '. '.. - : . , _ 'S- ' - : - _ - - - _ j _ , - , I ..-._ ..._ .... i _._ . _ •_ - _� 1111- a ". • .. _..,- . _ i __,. __ -_ _ _ -- _ 1111- .e. 111__1. 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U �' . 270% 1 . 390/ _ ._ . - _ SOUTH TOP OF CIJRP . . ♦ __ _- _ ._ . _ m _ 47 I . 860'/. . 690/. - - - - -- _-_--: __ ,__: __ z ' -- 1.111-_ __:_ -__ . ., ___. . - 1.1-11 _- , � . __ ..-.__ ._. _ ,_.._ ._. __ _ _ _ . . .. :_ ...__. i . _. _. .. - , _ i _. __ - 1 1 _ 1 1 _ . ... .-,. _. - ._ .. _ _ , _ __ . ._ _ _ - . . _ , . . . • .,_ - t. 4. , ♦- _ f. , - < - i._ :_. i 1111 ... __ ..__ 1111 _. . _ .. -. ,.-. _.. _t_ _. _ _.. _ .._. ._. _ .. _ - __- ..__ s- - - _. _ _ - _... 1111 _ _-._. - .,". _ _ ,. . - - " I i . , g 4 »_x. _- ____ __ , 1 . _ __ ._1111 - <. _�-_ 1111_� . : __. _. , ; , .. - , _ ._ . .. _ . . _ "" 1111._ ._ . ..._ 1111 -.. .� _ - � - - - - - -" - - - - - - - - - __ "_ - - - - - - - < 1 . 1 . _, _ .-. .. .. _ _1111 _ -. .; I- • .. _.___..._..___3 _._.•__ -._ ._..<_ _ 1_1_ 11 _.._ •-__.._. ... .. 1_11_1 , -:"....-_ ._._.<.___.,. _._-_-I.__,--_,.__-" __ __ --_ .,".._"..___ - _ „"-_,r- _,. .---._- ,-,_ v_.,,___,._._"1 _111.. -_ .-- .-._- __ n_.,,.. a.__. .___.- .__. -_"_____.._....___,. 1. _1111._..._ __ _-_ -,.----_ _. ._ .-." _-,._ - •---__ .... _...-..___".._,--- --__ ...._„-___ ___ _ __ _ _ . - - _ _.__ ,! _ _ L j_ _ _ { -!- - a. .. -y_.. ... 1 1__1 . -♦_ ___ .. _."_ .._ _.-_-.. ...__>___________ __._.. ._ .. 1_111 _ .. _1111. ,.. .-- _ _ _. _ __ _ _ _ .. - .. _ _ .. _ _ _ " _ _ _ _ ___.. .. _ _ _-_.. _ _ _ _ __ _. _ _ _ _ _ .� t i : _.. _ 1111 ., _.... __ .' .. _ .', _.... _ .,. - __ - - " _ - i , , i - - _ - 62 +60 62+ 80 63+00 63 + 20 63+40 63 +60 X--- PROFILE LEGEND HORIZ 1 : 200 XXX. XXX PROPOSED ELEV VERT 1 : 50 (XXX. XXX) EXIST ELEV I 11 } f< j t ....�-.�<_._._...,-,, _._,.� _ _, 152 mm CONCRETE, PER NOTE 5 ", j I5..--._......_+r...,..-___..____._111_""1_.____, ,."..._-F - -4 •�..' _1.11.1... ( :__,-1...-..,,,"..,. --,...,..._."__-111...1_„_-,.>.<__....- ; . 1- .. _ _,w„•.___, „_ , LIMITS OF AC PAVEMENT SECTION .j . 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M.A. KRAMAN Z WO N co N STREET rn SW A 5 �, 44030 O v O PLAN AND PROFILE Exp. 6-30-05 4• HIGHLAND AVENUE CIVIL �� STA 62+45. 000 TO STA 63+70. 000 �OF CALF APPROVED BY _ CITY ENGINEER DATE ��- R.C.E. NO. 24953 X UNDERGROUND SERVICE ALERT - DESIGN PLANS PREPARED BYE RECOMMENDED ___ PLAN MSN MOFFATT &NICHOL ___ _- DRAWN 4 1 5 N. V 1 neyord IAve, E E R S N o o Call: TOLL FREE p SCALE 1 s 200 Sul+e 200 SHEET I V) 1-800 MSN Tel . (909)x937-0125 91764 6 OF 40 w 422-4133 ALL DIMENSIONS ARE I N CHECKED Fox. (909) 937-0199 DRAWING N0. N cr METERS UNLESS OTHERWISE SHOWN. n TW oars WORE You OM V L K R.C.E. NO. 4403 n3y _ I O FILE N0. 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