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HomeMy WebLinkAbout1942 i a MILLIKEN AVE UE WIDENING PLANS GENEI?AL NOTE$ 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE EAST SIDE , NORTH OE 4TH STREET STANDARD SPECIFICATIONS FOR PUBLIC WORKS COT�TION - CURRENT EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OFULT. R/W AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND 75,00' SPECIFICATIONS. STA 106 + 12 * 89 TO STA 11O + 07 . 36 EXIST. R2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, 60.0' CF 15.0' ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT �- WORK IS TO BE DONE SHALL BE THE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO RANCHO CUCAMONGA , CA t9.0' t9.0' 51.0' THE CITY OF RANCHO CUCAMONGA. 4' 1' 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. I 1 29' 2:1 MAX PRIOR TO -- --- I 29°--+.- '' 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENTR �- CURVILINEAR SIDEWALK ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. �- ---- -- �p�p 29: LOPE TO 1' BEYOND BACK OF WALK 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, 0.11 MIN.FOR 8 I EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. DIVIDED ARTERIAL 1 4 13 ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. > FOOTHILL BLVD 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED AFTER COLD PLANE, ROUTE k CRACK SEAL PRIOR TO PAVING. ARROW HWY IMPROVE ENTS VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY EX. + 1" (MIN) 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES 0.17' ARHM OVERLAY SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS t8 0.30' AC SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 4 TYPICAL. SECTIO, - MILLIKEN AVE • ' - 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR STA 106+12.$9 TO STA 110-h07.09 _ 0.50' CAB DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. Q 4tH STREET NO Scale PAVING REPLACEMENT DETAIL 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL NO SCALE TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ip 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL � T SECTIONS. VICINITY NIA CONSTRUCTION T QUANTITY ESTIMATE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF ROCKY MATERIAL THE SUB--GRADE SHALL BE �N. (D-CONSTRUCT ___'AC OVER __ "AB PAVEMENT PER C.R.C. STD. PLAN 100-A 4,650 SF PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE (MIN. SECTION - EXISTING + 1"; SOILS ENGINEER TO VERIFY R VALUE AND PAVEMENT SECTION ) FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL2�---CONSTRUCT 4' WI XZ CK PCC CURVILINEAR SIDEWALK PER CITY OF R.C. STD 103 & 114 1,400 SF SEE PLAN FOR SPOT GRADES 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE (D-CONSTRUCT TYPE-C COMMERCIAL DRIVEWAY PER CITY OF R.0 1,190 SF 101 ("W" AS SHOWN) UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT 4�- STD STD 10CUT AND REMOVE PORTION OF EXISTING A.C. PAVEMENT PER TYPICAL 420 !F WIDTH PRIOR TO PAVING. STREET SECTION DETAIL SHOWN HEREON. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR5�-=SAWCUT & REMOVE EXISTING SIDEWALK 1,400 SF SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED &--PROTECT IN PLACE EXISTING IMPROVEMENT BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN -REMOVE & REPLACE EXISTING ST. LT. PULL BOX AND CONDUIT PER 1 EA THE OTHER ITEMS OF WORK. CITY OF R.C. STANDARDS 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. @8 ----COLD PLANE EXISTING PAVEMENT 0.17' MINIMUM FOR SMOOTH JOIN. 15,100 SF CONSTRUCT 0.17' A.R.H.M. OVERLAY PER GREEN BOOK SPECIFICATIONS (LATEST EDITION). 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND PLACE TACK ON ALL EXISTING PAVEMENT TO RECEIVE OVERLAY PER GREEN BOOK SPECIFICATIONS. OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED FILL IN EXISTING INVERTS BEFORE FINAL OVERLAY COARSE. TO THE CITY ENGINEER FOR APPROVAL REMOVE HEAVY ALLIGATOR CRACKING AND REPLACE NTH NEW AC PAVEMENT, FIELD LOCATE WITH THE CITY INSPECTOR 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT9D--CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF R.C. STD 107-B 1 EA CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF 111E INSPECTOR. 10 RELOCATE EXISTING FIRE HYDRANT PER CCWD STD PLAN 3 1 EA 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION &=-INSTALL NO. 5 PULLBOX & 3"0 GALVANIZED STEEL CONDUIT W/ 3 EA / 380 LF PULL ROPE AS SHOWN PER CITY STANDARDS PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING; 12 REMOVE ALL EXISTING STREET TREES IN RIGHT OF WAY A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 13 CONSTRUCT 8" CURB & GUTTER PER CITY OF R.C. STD 104 426 LF MR. BOB STALLINGS t4 ADJUST TO GRADE SCE VAULT / PROVIDE TRAFFIC RATED FRAME 1 EA FOR BASE LINE ROAD CONSTRUCTION & COVER AS REQUIRED BY UTILITY CO. B. VERIZON 1-800-483-3000 @-;z-INSTALL 16,000 LUMEN HPSV STREET LIGHT. 2 EA C. SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2000 COMMERCIAL t6 INSTALL R10 SIGN PER UNIFORM SIGN CHART 2 EA 216 NORTH EUCLID AVENUE, ONTARIO, CA 91762 17 INSTALL R1 AND R41 SIGN PER UNIFORM SIGN CHART 2 EA D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 t8 INSTALL RIGHT TURN ARROW PER CALTRANS STD A24A, TYPE IV (R) 2 EA 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91730 19 INSTALL RIGHT LANE DROP ARROW PER CALTRANS STD A24A, TYPE VI 1 EA E. METROPOLITAN WATER DISTRICT - - (909) 593-7474 2a INSTALL PRECAST 36"X36" CATCH BASIN WITH SOLID COVER PER JENSON PRODUCTS 2 EA 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 2t INSTALL W75 SIGN PER UNIFORM SIGN CHART 1 EA F. PACIFIC TELEPHONE COMPANY 1-800-248-2800 22 INSTALL TYPE L MARKER PER UINFORM SIGN CHART. 4 EA G. ADELPHIA 1-800-626-6299 23 INSTALL 4"X14" RET. CI PIPE PER ALAHAMBRA FOUNDRY A--470 62 LF (PORTION OF RED HILL) 24 INSTALL 4" SOLID WHITE STRIPING 270 LF H. CHARTER COMMUNICATION (909) 987-6275 CQNSTRUCTIQ N 25 INSTALL W57 & N-1 SIGN PER CITY OF R.C. STD 130 1 EA 6680 VIEW PARK COURT RIVERSIDE CA 92503 �._QT�S FOR STREET TREES. 28 RELOCATE ACCESS TO TELEPHONE VAULT, OUT OF CURB 2 EA ' 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. I. SOUTHERN CALIFORNIA EDISON COMPANY 1-800-655-4555 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL AND GUTTER. PROVIDE TRAFFIC RATED FRAMES AND COVERS. 7951 REDWOOD AVENUE, FONTANA, CA 92336 (909) 357-6221 BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT 27 STREET TREES SHALL BE INSTALLED PER INE LEGEND AND NOTES ON SHEET 1 10 EA DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE 28 INSTALL SIGN PER UNIFORM SIGN CHART 5 EA CITY INSPECTOR. ,-INSTALL 12" PVC PIPE 10 LF 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE 4. ST30 REPAINT, AS REQUIRED, 8" WHITE STRIPING PER R.C. STD. 133 TO MATCH EXISTING 836 LF BASIS OF O EARINGS SENGTREET TREES RING DIVISION. OTO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. THE BEARINGsHwN HEREON ARE BASED ON THE CENTERLINE ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY, CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. OF MIWKEN AVENUE BEING NORTH Oarab'20' WEST As SHOWN ON PARCEL MAP NO. 9896, RECORDED IN DOOK 109. PAGES 41 THROUGH 43 Of QARCEt MAPS, IN THIS OFFICE OF THE COUNTY STREET TREE LEGEND CITY RECORDER OF SAID COUNTY DESCRIP11ON OF REVISION DATE APPROVED STREET NAME BOTANICAL NAME COMMON NAME SIZE MISPACE W SPACING SYMBOL QUANTITY TOPOGRAPII-IIC INFORMATION UQUIDAMBAR STYRACIFLUA "PALO ALTO" AMERICAN SWEETGUM 15 GAL 8' 25' O.C. 3 CITY OF RANCHO CUCAMONGA TOPOGRAPHY AND BOUNDARY DATED 10/23/02 HEREIN PROVIDED BY MILLIKEN ST. II EADSON & ASSOCIATES, INC. 5220 D STREET, CHINO, CA. 91710 BRACHYCHITON POPULNEUS BOTTLE TREE 15 GAL W 25' O.C. 6 TITLE SHEET MILLIKEN AVENUE STREET IMPROVMENTS SHEET INDEX N� EAST SIDE MILLIKEN AVENUE, NORTH OF 4TH STREET UNAUTHORIZED CHANGES & USES ENGINEERS-NOTE TO CONTRACTOR: STA 106+12.89 TO STA. 110+07.36 THE PREPARING THESE PLANS WILL NOT BE REsa?oNSISLE FOR, OR TH STF AND LOCATION ANY UN gR UTI. PIPES. TITLE SHEET 1 DRC 2003-00213 UNDER GROUND SERVICE ALERT LIABLE FOR, UNAUTHORIZED CHANGES To OR USES Of THESE PLANS. ALL SK TURES O TN£ OBT BY A CHANGES TO THE PLANS MUST BE W WRITINO AND MUST BE APPROVED BY ^Y�� E RECORD TO THE DES7 OUR KNOWLEDGE, TN AR� APPROVED BY I , DATE THE PREPAREIi OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT EXISTWO UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE c MOTOR STREET IMPROVEMENT PLAN 2 `�c RO 00 CONSTRUCTION PRAAGRE SHALL ASCERTAIN THE TRUE VERTICAL. AND HORIZONTAL LOCATION Or S��� f, CITY ENGINEER � � RCE 24 53 CALL TOLL FREE IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUC S. THOS: UNDERGROUND UTILITIES r0 Be USED AND SHALL BE RESPONSIBLE - °` CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOTSPONDESIGN PREPARED UDDER THE THE SUPERVISION OF RECOMMENDED -�M QCOMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES, * STRIPING PLAN 3 1"oW"227'�2WV M CONSTRUCTION THAI of IS PROJECT, T SHALL SAFETY of ALL PERSONS At�fO �UCT'S O AREA WHICH D He FEELS UN TO AONIIN HE S AL D VTIFY No. C058971 9MP®PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE r0 APPL.YAT LEAST TWO WORKING CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND FROM THIS Pte, Exp•08-30-07 DRAWN MO SHEET 3 DAYS, BEFORE YOU DIG. CONSTRUCTION CONTRACTOR FURTHER AGREES r0 DEFEND, INDEMNIFY AND o1 OF 3 HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL gVIL Q, K I,�(MZWJ ONA►.Cp9?.$8nOR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON IBIS �' CA��� 733066 ti PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF DESIGN I�d� CHECKED R.C.E. 58971 DRAWING NO. S PROFESSIONAL ROW2004-00104 DATE FILE NO. 1942 3 3 0 0 BENCH MAW NO. 1W04 AGENCY: CITY OF RANCHO CUCAMONGA 3.04 I DESCRIPTION: 1' ROUND HEAD BOLT STAMPED 'S.B. CO. XITi G IINHqD AE T E1 FkCd 95 EAjT .> �. N LIVE BM 01091' 1 - U LOCATION: IN CONCRETE CURB AT THE NORTHEAST H - CORNER OF 4TH AND AVENUE, 0.5 FT SWESTT OF DROPLIKEN INLET. cc m 06L ELEVATION=1035.917 r(iT(:URW 1 2 u• u 4 It 0 w �, coa 1 3s v LEGEND `- + S N T P F U 13 -? ' S F .L. .6 °) v CF CURB FAGS TC TOP OF CURB IQ + + o � R T 8" 8 60 0' T ^N `O FS FINISHED SURFACE �� .. Fr FLOW LINE ri .4 TOGil DE TOP OF GRATE 0 590 NP HRGH PO/NTS L 03rc°. SD STORM DRAIN cfl BW BACK OF WALK FG FINISHED GROUND 4 �• T INV INVERT ELEVATION Z - -- CENTFRLINE E S N G T L R 7 0' EAT C. -� o -�--- PROPERTY LINE 111 DRAIN INLET CONSTRUCTION NOTE • _ ��. DIRECTION OF FLOW z -gg-�• PROPOSED CON TOUR EXISNG CONTOUR `- -56.10 PROPOSED ELEVATION PROFILE (56.10) EXISNG ELEVA TION HORiz 1-=20" rsPB TRAFFIC SIGNAL PULL BOX 0 VERT 1"=4' 4 W SLPS STREET LIGHT PULL BOX _ - __ R RIDGE UNE 106+00 106+50 107+00 107+50 • 108+00 108+50 109+00 109+50 1010+00 R/W RIGHT OF WAY zmr- , Qotw�� NO NATURAL GRADE PLA y� 0 EXISTING TREE y A' c 0 20' 30' 40' (D PROPOSED TREE - M!! LIKEN AVENUE TC TOP OF CURB STA 100#00=CL INTERSECTION OF °0 -SOIN FEE1e TYPE G MARKER 4TH& MILLIKEN oo .w N 00*062(f W -H - ��J-SJ� -� �'�� 106+00 - 1a � > 107+00 \ J J / 108+00 - 109+00 >-$. --- J t� +� 110+00 >- 111+00 TC9+1Bn UO + ++ O O � O F- x H dO h 0 wW vV) a � �5 :- a TAI 1 sa a I-• E-- to w cn v a cn cn 4 i to 0 cn Co �n 0 SEED L vi w-, -� 11 0 Co N v 14 n 1 „ 10 1 14 1 tri U HEREON 1t 2 W t W W 2"\N - ;-- 1 uo El C --7 �� , 'a\ f ,� Eal. ST. cTEX. fN V TELE ; -i- + �•-� N '20' uc E - LIG TELE - - - - -- - --- -- -- - _o - --- -- -_ -- --- - : - ___-- ------ -----�--- ----- ------- - -- ----- - ----------- ;--- ----- --------- ----- --- - ---_ ---_ - - - - _ - -- - 17 ES 48, (T%" N OOi73 16' ( $ (T�) N r` 6 ,2 tK� 47 v„_ 12 27 i `-" ( INV 48.31 IIPV-47 48 �. S7 g o 20 _- 4 N p © 1r 50 51 INV 47 3 20 23 4'x 4" CI PIPE I i CURVE TABLE UNE TABLE I CURVE LENGTH RADIUS ANGLE LINE LENGTH BEARING C1 16.49 10.50 90'00'00" L1 29.81 N2528'14"E - - C2 16.49 10.50 90`00'00' L2 4.50 N89'54'40"E C3 16.49 10.50 go-oolool L3 4.50 N89'54'40"E EX. ULT. '�S '�,zU� Q� �- C4 33.04 21.00 90'09,118' L4 261.68 N00'05'20"W R/W R/W 1 CONSTRUCT __...'AC OVER -_"AB PAVEMENT PER C.R.C. STD. PLAN 100-A 00 6 AT DR VEWAY CONSTRUCT � C5 - - - L5 4.50 N89654'40"E 75.0 1ST. 6� 0' 695 MAX (MIN. SECTION = EXISTING"+ 1"; SOILS ENGINEER TO VERIFY R VALUE AND PAVEMENT SECTION ) C6 76.87 600.00 7'20'25' L6 6.87 N8954'40'E CF 2 -�-:pSTRUCT 4 WT X 4 THICK PCC CURVILINEAR SIDEWALK PER CITY OF R.C. STD 103 & 114 C7 88.55 600.00 8`27'20" L7 17.94 N00'05'20"W 9 51 15 SEE PLAN FOR GRADES 3� CON$TRUCT TYPE-C COMMERCIAL DRIVEWAY PER CITY OF R.0 FL�H'�IA`E C8 42.91 600.00 4'05'51' L8 56.13 N00'00'00"E 0.5' 4' ✓ STD 101 ("W" AS SHOWN) 112.8' O--SAWCUT AND REMOVE PORTION OF EXISTING A.G. PAVEMENT PER TYPICAL •5 .� STREET SECTION DETAIL SHOWN HEREON. 6 �3 --�--•SAWCUT & REMOVE EXISTING SIDEWALK (OR IMPROVEMENT) Of TAIL > V PROTECT IN PLACE EXISTING IMPROVEMENT No Scair r &-REMOVE & REPLACE EXISTING ST. LT. PULL BOX AND CONDUIT PER TOPOGRAPHIC INFORMATION. CITY OF R.G. STANDARDS TOPOGRAPHY AND BOUNDARY PER EAD50N & ASSOCIATES, INC. (D--COLD PLANE EXISTING PAVEMENT 0.17' MINIMUM FOR SMOOTH JOIN. SURVEY DATED 10-23-02 CONSTRUCT 0.17' A.R.H.M. OVERLAY PER GREEN BOOK SPECIFICATIONS (LATEST EDITION). DESCRIPTION OF REVISION DATE APPROVED ENGINEERS NOTE TO CONTRACTOR:_ TYP/CAL NORTH D{�YY. SECT/ON PLACE TACK ON ALL EXISTING PAVEMENT TO RECEIVE OVERLAY PER GREEN BOOK SPECIFICATIONS. Atm o ST CN�RE3�' v ON 4U � �1WND 61�As'g t � REMOVEFILL IN EHEAVY ALLISTING GATOR CRACKITS OF-FORE NG RL OVERLAY COARSE. AND REPLACE WITH NEW AC PAVEMENT, CITY O F` RANCHO C U C A M O N G A OF AVAILABLE RECORDS. TO THE BEST �R OWLEDGE, THERE ARE NO FIELD LOCATE WITH THE CITY INSPECTOR EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR z1 22 NOT USED THIS SHEET SHALL. ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION OF 9 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF R.C. STD 107-B 23 INSTALL 4'X14' RET. CI PIPE PER ALAHAMBRA FOUNDRY A-470 PLAN do PROFILE THOSE UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE EX. ULT. @-_- CONSTRUCT ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES. SHOWN OR NOT R/W R/W 10 RELOCATE EXISTING FIRE HYDRANT PER CCWD STD PLAN 3 24 25 NOT USED THIS SHEET M I L LI K E N AVENUE STREET I M P R OVM EN TS SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY DISCREPANCIES. CONFLICTS OR AREAS WHICH HE FEELS UNWORKABLE, HE SHALL NOTIFY 11 INSTALL NO. 5 PULLBOX & 3"0 GALVANIZED STEEL CONDUIT W/ OUT OF CURB EAST SIDE MILLIKEN AVENUE NORTH OF 4TH STREET THE GRADING ENGINEER IMMEDIATELY PRIOR TO CONTINUING OR DEVIATING 75.0.' PULL ROPE AS SHOWN PER CITY STANDARDS 26 RELOCATE ACCESS TO TELEPHONE VAULT, , FROM THIS PLAN' 1t2�•----REMOVE ALL EXISTING STREET TREES IN RIGHT OF WAY AND GUTTER PROVIDE TRAFFIC RATED FRAMES AND COVERS I C "� y 27 STREET TREES SHALL BE INSTALLED PER THE LEGEND AND NOTES ON SHEET 1. STA 106+12.$9 TO STA. 110+07.36 UNDER GROUND SERVICE ALERT 9 51 15 •5, / t3 CONSTRUCT 8 CURD &. CUTTER PER CITY OF R.G. STD t04 28 ADJUST TO GRADE SCE VAULT / PROVIDE TRAFFIC RATED FRAME DRC 2003-0021ST 0.5 4 e� t4 ADJUST TO GRADE SCE VAULT / PROVIDE TRAFFIC RATED FRAME & COVER AS REQUIRED BY U11UTY CO. 29 INSTALL 12 PVC PIPE ICER �_ � ! APPROVED BY �` ✓�il� DATE •cam F CITY ENGINEER RCE CALL TOLL FREE I 15 INSTALL 16,000 LUMEN HPSV STREET LIGHT. �`� t6 TO 19 - NOT USED THIS SHEET DESIGN PREPARED UNDER THLj SUPERVISION of RECOMMENDED 1-800-227-2600 No. C058971 CEH 9-26-03 d AT LEAST TWO WORKING ( NOTE: AY SHALL SLOPE 2% FROM (&--INSTALL PRECAST 38'X36" CATCH BASIN WITH SOLID COVER PER JENSON PRODUCTS �P,Og_�_o7 * RAS SHEET No DAYS, BEFORE YOU DIG. TOP I CURB TO ONE FOOT BEHIND CEH 109 K MAPLE ST. 40OOFrON� A 92 D 2 3 � THE SIDEWALK. AT DRIVE APPROACHES, CIVIL �� TYPICAL SOUTH 9W.. SE-MON �PROALK IS AT THE BACK OF THE 2 6 �� CAt.%*o CHECKED 5 571 DRAWING NO. r No .cal. 3�t `( R.C.E. 8971 1942 ROW2004-00104 DATE FILE N0. 3 r w