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HomeMy WebLinkAbout3416-1CITY OF FONTANA GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK," THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. BASIS OF BEARINGS: THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 23 T.1 N R.6W S.B.M. SHOWN AS N89059'1 8-W PER AMENDING TRACT MAP NO. 13750, M.B. 250/48-66 LEGAL DESCRIPTION: OWNE CITY OF FONTANA STREET IMPROVEMENT PLANS FOR DUNCAN CANYON ROAD & ROADRUNNER ROAD CITY OF FONTANA GENERAL NOTES (CONT'D) 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL / BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." RECORO JAAWItA& © Q�pFESS/0 HUR eF R/DEVELOPER SEE NEW SOILS REPORT C -13 c" ' BEING A PORTION OF SECTION 23, CENTEX HOMES Albus-Keefe & Assoc. AND 24, TOWNSHIP 1 NORTH, 2280 Wardlow Circle, Ste 150 1403 North Batavia Street RANGE 6 WEST, SAN BERNARDINO Corona, CA 92880-2896 Orange, CA 92867 BASELINE AND MERIDIAN. Ph: (909) 279-4000 Ph: (714) 744-9760 Fax: (909) 273-2100 Fax: (714) 744-9750 BENCH MARK: I I REV. 1, REVISION DESCRIPTION DESCRIBED BY METROPOLITAN WATER DISTRICT SO. CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992'. NAVD 88 -1508.56 (FEET) TOLL FREE -q%i_-�_1=800-227-2600 A PUBLIC SERVICE BY UNDERGRIAMI) SERVICE ALERT Exp.io CIi\ JA ® RECORO DRAWING &-4-6g H.G. ADDED LDAICMVL7_1DIU NDTE N& Z5, SHEPR 849 IZ17.05 H.G. ADD CONSTRUCTION NOTE 1 nRIVFWAY STA AR+5n nn 9/8/05 U.C.- �qL ff4-._w_ r- n w IL I%it�Ik 1 r%e% A M RICH BASIN' v M7777F 10 000or /,,,Or--.- Z DOSIMO DUN= CYNCYN � RUBE PARK SITE SHT 7 / / J CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA PACIFIC BELL COMPANY VERIZON SOUTHERN CALIFORNIA EDISON COMPANY 8353 SIERRA AVE 3939 E CORONADO ST 1400 E PHILLIPS BLVD 7951 REDWOOD AVE FONTANA, CA 92335 ANAHEIM, CA 92807 ONTARIO, CA 91766 FONTANA, CA 92335 ATTN: LIM CHITWOOD (714) 666-5500 (800) 422-4133 ATTN: JAIME AMESZCULA (909) 350-6731 ATTN: LARRY SIGNAIGO ATTN: STEVE HOOK (909) 357-6581 2 of 9 (909) 820-5598 UNDERGROUND SOUTHERN CALIFORNIA GAS. ADELPHIA (CABLE TV) WEST VALLEY WATER (909) 820-5137 TRANSMISSIONS COMPANY 1260 DUPONT STREET DISTRICT (213) 637-1233 PIPELINES P.O. BOX 3003, SC8031 ONTARIO, CA 91761 855 WEST BASELINE (909) 357-6589 DISTRIBUTION REDLANDS, CA. 92373-0306 (909) 390-4738 RIALTO, CA 92377 (800) 422-4133 ATTN: RICKEY REYES ATTN: LEWIS MCDONALD - (909) 875-1804 20+00 TO 30+00 (909) 335-7508 of ATTN: LON TSAI STREET IMPROVEMENT PLAN (909) 335 7527 (FAX) DUNCAN CANYON ROAD 30+00 TO 40+00 EMERGENCIES: (800) 427-2200 of 9 STREET IMPROVEMENT TO. SEAL -ENGINEER STREET CONSTRUCTION NOTES do QUANTITIES nEY DESCRIPomr 1 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 951E 308,577 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1) 2 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 9,073 3 CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 45-5IG SF _t 4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP 12 EA PER STD. PLAN NO. 1006 CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. DETAIL .104 5,800 SF 6 CONSTRUCT 6"-8" CURB TRANSITION 204 LF O7 INSTALL 16000 LUMEN HPSV 150 STREET LIGHT PER STD. PLAN NO. 1016-DUNCAN CYN RD. 31 EA INSTALL 9500 LUMEN HPSV 100 STREET LIGHT PER STD. PLAN NO. 1016 -ROADRUNNER RD. 7 EA 19 8 INSTALL BARRICADES PER CITY STD. NO 118 10 EA REMOVE EXISTING AC PAVEMENT (LIMITS PER PLAN) 157,768 SF 110 ADJUST WATER VALVE CAN TO GRADE PER CITY STD. 130 36 EA ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 109 20 EA 12 REMOVE EXISTING CURB- 23 LF 13 RELOCATE EXISTING POWER POLE "BY OTHERS" 18 EA 14 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 109 3 EA 15 CONSTRUCT 4.5" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% 42,972 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1) 16 CONSTRUCT 4" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% 3,396 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1, PER ON-SITE PLANS) 17 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE PER PLAN 5 EA 18 RELOCATE EXISTING PEDESTAL "BY OTHERS" 1 EA 19 RELOCATE EXISTING GATES AND FENCING AS DIRECTED BY MWD - 20 CONSTRUCT AC DRIVE AS DIRECTED BY MWD, 5" AC OVER COMPACTED NATIVE - LIMITS PER PLAN 1,352 SF 21 EXISTING GTE VAULT TO BE RELOCATED 'BY OTHERS' - 22 REMOVE AND DISPOSE EXISTING TRAFFIC REFLECTORS - 23 REMOVE EXISTING ROCK SLOPE PROTECTION AS REQUIRE TO CONSTRUCT ROADBED - ©4 RELOCATE EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLANS - 25 INSTALL 16000 LUMEN HPSV 150 STREET LIGHT PER STD. PLAN NO. 1016-DUNCAN CYN RD. 10 EA 15 FT. LUMINAIRE HEIGHT 26 ADJUST EXISITNG MANHOLE FRAME AND COVER PER CITY STD. 109 1 *EA 27 CONSTRUCT 16' COMMERCIAL DRIVEWAY PER STD. PLAN 1005A 1 EA 1f028 ONSTR CT 20' COMMERCIAL DRIVEWAY PER STD. PLAN 1005A 1 EA 1 CONSTRUCT MULTI-Pt]RfrbSE TI /A1L FE2 LANDSCAPE PLANS 95G LF 2 / ROADTE CANYON CHERRY ,��,_---/SITE LOCATIO AVENUE �ROD CREEK EECH �� SUMMIT DUNCAN CANYON AVENUE ROAD I VICINITY ANAP M. I.9 QWpFESS/ia c�0 tHUR Y SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN Z HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER i No. 31681 z MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO * Exp. 12/31/04 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. F CIVIC 7l CA1.� / STREET CONSTRUCTION NOTES do QUANTITIES nEY DESCRIPomr 1 CONSTRUCT 6.5" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 951E 308,577 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1) 2 CONSTRUCT 8" CURB AND GUTTER PER STD. PLAN NO. 1003 9,073 3 CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 45-5IG SF _t 4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP 12 EA PER STD. PLAN NO. 1006 CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. DETAIL .104 5,800 SF 6 CONSTRUCT 6"-8" CURB TRANSITION 204 LF O7 INSTALL 16000 LUMEN HPSV 150 STREET LIGHT PER STD. PLAN NO. 1016-DUNCAN CYN RD. 31 EA INSTALL 9500 LUMEN HPSV 100 STREET LIGHT PER STD. PLAN NO. 1016 -ROADRUNNER RD. 7 EA 19 8 INSTALL BARRICADES PER CITY STD. NO 118 10 EA REMOVE EXISTING AC PAVEMENT (LIMITS PER PLAN) 157,768 SF 110 ADJUST WATER VALVE CAN TO GRADE PER CITY STD. 130 36 EA ADJUST SEWER MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 109 20 EA 12 REMOVE EXISTING CURB- 23 LF 13 RELOCATE EXISTING POWER POLE "BY OTHERS" 18 EA 14 ADJUST STORM DRAIN MANHOLE FRAME AND COVER TO GRADE PER CITY STD. 109 3 EA 15 CONSTRUCT 4.5" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% 42,972 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1) 16 CONSTRUCT 4" MIN AC PAVEMENT OVER 12" MIN NATIVE MATERIAL COMPACTED TO 95% 3,396 SF (SEE GENERAL NOTES 31 & 32 ON SHEET 1, PER ON-SITE PLANS) 17 CONSTRUCT LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE PER PLAN 5 EA 18 RELOCATE EXISTING PEDESTAL "BY OTHERS" 1 EA 19 RELOCATE EXISTING GATES AND FENCING AS DIRECTED BY MWD - 20 CONSTRUCT AC DRIVE AS DIRECTED BY MWD, 5" AC OVER COMPACTED NATIVE - LIMITS PER PLAN 1,352 SF 21 EXISTING GTE VAULT TO BE RELOCATED 'BY OTHERS' - 22 REMOVE AND DISPOSE EXISTING TRAFFIC REFLECTORS - 23 REMOVE EXISTING ROCK SLOPE PROTECTION AS REQUIRE TO CONSTRUCT ROADBED - ©4 RELOCATE EXISTING TRAFFIC SIGN PER SIGNING AND STRIPING PLANS - 25 INSTALL 16000 LUMEN HPSV 150 STREET LIGHT PER STD. PLAN NO. 1016-DUNCAN CYN RD. 10 EA 15 FT. LUMINAIRE HEIGHT 26 ADJUST EXISITNG MANHOLE FRAME AND COVER PER CITY STD. 109 1 *EA 27 CONSTRUCT 16' COMMERCIAL DRIVEWAY PER STD. PLAN 1005A 1 EA 1f028 ONSTR CT 20' COMMERCIAL DRIVEWAY PER STD. PLAN 1005A 1 EA 1 CONSTRUCT MULTI-Pt]RfrbSE TI /A1L FE2 LANDSCAPE PLANS 95G LF 2 / ROADTE CANYON CHERRY ,��,_---/SITE LOCATIO AVENUE �ROD CREEK EECH �� SUMMIT DUNCAN CANYON AVENUE ROAD I VICINITY ANAP M. I.9 �c & Fbrenm, Inc. � Civil Engineering -Planning •Surveying -Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: LLJ DESIGNED BY: PREPARED UNDER THE SUPERVISION OF: HFl 9 ) 14'0 5 CHECKED BY: HAROLD A L N, 31681 DATE pj^ RDC r M 00 "to INDEX OF SHEETS LEGEND 3 SHEET BEGIN CURVE PCC POINT OF COMPOUND CURVE DESCRIPTION BVC BEGIN VERTICAL CURVE PRC 1 of 9 TITLE SHEET R/W RIGHT OF WAY M CB CATCH BASIN SL 2 of 9 SECTIONS & DETAILS STA STATION Z 0 CPO EC END CURVE TC 3 of 9 STREET IMPROVEMENT PLAN FOR DUNCAN CANYON ROAD 10+00 TO 20+00 4 of 9 STREET IMPROVEMENT PLAN FOR DUNCAN CANYON ROAD 20+00 TO 30+00 5 of 9 STREET IMPROVEMENT PLAN FOR DUNCAN CANYON ROAD 30+00 TO 40+00 6 of 9 STREET IMPROVEMENT PLAN FOR DUNCAN CANYON ROAD 40+00 TO 50+00 7 of 9 STREET IMPROVEMENT PLAN FOR DUNCAN CANYON ROAD 50+00 TO EXIST. DUNCAN CYN. RD. 8 of 9 STREET IMPROVEMENT PLAN FOR ROADRUNNER ROAD 10+00 TO 19+00 9 of 9 STREET IMPROVEMENT PLAN FOR ROADRUNNER ROAD 19+00 TO 23+00 �c & Fbrenm, Inc. � Civil Engineering -Planning •Surveying -Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: LLJ DESIGNED BY: PREPARED UNDER THE SUPERVISION OF: HFl 9 ) 14'0 5 CHECKED BY: HAROLD A L N, 31681 DATE pj^ RDC r M 00 "to N LEGEND 3 i BC BEGIN CURVE PCC POINT OF COMPOUND CURVE COYOTE CANYON BVC BEGIN VERTICAL CURVE PRC POINT OF REVERSE CURVE BCR BEGIN CURVE RADIUS R/W RIGHT OF WAY M CB CATCH BASIN SL STREET LIGHT APRIL 2004 CL CENTERLINE STA STATION Z 0 CPO EC END CURVE TC TOP OF CURB L(� CEJ ECR END CURVE RADIUS W WIDTH ECY EASTERLY W'LY WESTERLY EP EDGE OF PAVEMENT V VERTICAL DEPTH EVC END VERTICAL CURVE (450.00 INDICATES EXISTING ELEVATION FL FLOW LINE 450.00 INDICATES PROPOSED ELEVATION o FS FINISHED SURFACE W WATER UNE i GB GRADE BREAK S SEWER UNE o 0 HP HIGH POINT SD STORM DRAIN LINE INT INTERSECTION LT LEFT o E LP LOW POINT RT RIGHT i MVC MIDDLE OF VERTICAL CURVE MR MEDIAN RIGHT o CA CENTER LINE ML MEDIAN LEFT E 0. �c & Fbrenm, Inc. � Civil Engineering -Planning •Surveying -Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: LLJ DESIGNED BY: PREPARED UNDER THE SUPERVISION OF: HFl 9 ) 14'0 5 CHECKED BY: HAROLD A L N, 31681 DATE pj^ RDC M 00 "to N M O CITY OF FONTANA, CALIFORNIA LO COYOTE CANYON M N DUNCAN CYN RD. & ROADRUNNER RD. SC'''E' AS SHOWN STREET IMPROVEMENT PLANS DATE: TITLE SHEET APRIL 2004 0 0 IPPR BY: DRAWING N0: 1 Z 0 CPO • O L(� CEJ 3416 g o J CITY ENGINE R.C.E. 51152 DATE: