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HomeMy WebLinkAbout3421-1CITY OF FONTANA STREET IMPROVEMENT NOTES STREET IMPROVEMENT PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA TRACT 16325-1 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 CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT \ f XISTINO CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK \\ \ RIOq 19ASIN TTRAOT 1637-5- 1 e THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER \ FOR RFS(x UTION_ INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR _ TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY UMITS. -- CALL (909) 350-7610.M Q 5. THE CONTRACTOR SHAD_ CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND ' / 43 42 41F40 Z I f 11.-9 W - -.-- - - - - ------ SHOULD CONSTRUCTION CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. tik.��,a HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER ,�',, o n No. 31681 z 26. ALL EXPOSED CONCRETE SURFACES SHAD_ CONFORM IN GRADE, COLOR AND FINISH ac * Exp. 12/31/04 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, .1J C1V1 �r 9lF CALVE/ 5,0 75 DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER.- 45 46 47 48 49 50 51 5� -5.3- 54 55 - 56 -- 57 58 6 59 28. NO CONCRETE SHALL BE PLACED UN11L THE FORMS AND REINFORCING STEEL HAVE 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 44 \ 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH BEEN PLACED, INSPECTED AND APPROVED. O SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 29, ALL UNDERGROUND UTILITIES SHAD_ BE INSTALLED, TESTED AND APPROVED PRIOR TO EA HAWNTRE T 2 OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' WIDE MAX) DEVELOPMENT DEPARTMENT ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK 30. APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR CENTERLINE THE POTENTIAL EXISTS FOR GROUND MOVEMENT. - MIDDLE OF VERTICAL CURVE 9. NO MATERIAL OR EQUIPMENT SHAD_ BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT 31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND 2 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION 4 INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR _ TO THE START OF ANY WORK IN PUBUC RIGHT-OF-WAY WITHIN THE CITY UMITS. -- CALL (909) 350-7610.M Q 5. THE CONTRACTOR SHAD_ CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND ' / 43 42 41F40 Z I f 11.-9 W BENCH MARK: 0 O REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE YOU DIG YOU DIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAWING 39 38 krA SHEE T 2 3 8 7 6 5 4 3 2 1 2 10 11 12 13 14 15 16 1 1 1 WREN STREET HEET 3 cn 154 36 34 } 28 27 N D19 35 �1 71 33 29 26 O 63 20 � 32 30 25 21 62 31 151 SO, OAL24 MSON m �Ny 23 22 :P `\O 60 � Z cn SO. CAL �m F-'DISOJV- s \ \ \ INTERSTATE 15 INDEX MAP 1 "=150' 17 WATER WEST VALLEY WATER DISTRICT 855 W. BASELINE RIALTO, CA 92377 ATTENTION. LON TSAI TELEPHONE. (909) 875-1804 SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 ATTENTION. CARLOS NAVARRO TELEPHONE. (909) 350-6632 UTILITY PURVEYORS TRACT 1632-7 SHEET INDEX 1 TITLE SHEET 2 HAWK STREET 3 PEREGRINE WAY & WREN STREET 4 STORK COURT & STARLING STREET 5 DETAIL SHEET GAS SOUTHERN CALIFORNIA GAS COMPANY ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 97 7951 REDWOOD AVE SAN DIMAS, CA 91773 FONTANA, CA 92336 ATTENTION: DAN RENDLER ATTENTION. HAL STEWART TELEPHONE. (909) 335-7760 TELEPHONE (909) 357-6231 TELEPHONE PACIFIC BELL CABLE ADELPH14 3939 E. CONORADO ST., 2nd FLOOR 1260 DUPONT ST. ANAHEIM, CA 92807 ONTARIO, CA 91761 ATTENTION: LARRY SIGAWGO ATTENTION: LEW1S MCDONALD TELEPHONE. (714) 666-5500 TELEPHONE (909) 390-4738 R/W R/W 64' 40' 6' 5' 20' 20' 5' 6' 1 ' TC= �-0.01(6"CF) TC=�-0.01(67CF) 1 2• �9� 2.0% � 2.0% 1 � 7 i1 TYPICAL STREET SECTION PEREGRINE WAY, WREN ST., STARLING ST." AND PORTION OF HAWK STREET TSTA 4+60,34 -TO 11+73.71) N.T.S. T1=5.5 SEAL-EN61NE£R OF THE REQUIRED IMPROVEMENTS NOT PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA MANUAL OF TRAFFIC CONTROLS, SHOULD CONSTRUCTION CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. tik.��,a HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER ,�',, o n No. 31681 z 26. ALL EXPOSED CONCRETE SURFACES SHAD_ CONFORM IN GRADE, COLOR AND FINISH ac * Exp. 12/31/04 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, .1J C1V1 �r 9lF CALVE/ 5,0 75 DEUNEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. TO MATCH EXISTING CONCRETE. CONSTRUCT STREET LIGHT 5800 LUMEN PER STD. PLAN NO. 1016 (SCE 17) 10 27• THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE O 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK LOCATION OF THE SEWER LATERAL SF FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 4 OF INDUSTRIAL SAFETY. 28. NO CONCRETE SHALL BE PLACED UN11L THE FORMS AND REINFORCING STEEL HAVE CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. PLAN NO. 104 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH BEEN PLACED, INSPECTED AND APPROVED. O SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS 29, ALL UNDERGROUND UTILITIES SHAD_ BE INSTALLED, TESTED AND APPROVED PRIOR TO EA PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE PAVING OF STREETS. 2 OF CAUFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' WIDE MAX) 5,905 30. APPROVED SOIL SIERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR CENTERLINE THE POTENTIAL EXISTS FOR GROUND MOVEMENT. TO PLACEMENT. MIDDLE OF VERTICAL CURVE 9. NO MATERIAL OR EQUIPMENT SHAD_ BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT 31, PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND 2 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION CONSTRUCT INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE A, 10. THE LOCATIONS OF UTIUTIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, OF ROUGH GRADING. HOWEVER, IT SHAD_ BE THE RESPONSIBIUTY OF THE CONTRACTOR TO DETERMINE, IN THE 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL FIELD, THE TRUE LOCA110N AND ELEVA710N OF ANY EXISTING UTILITIES, AND TO EXERCISE STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED CASE B, 1 PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. SEE DETAIL ON SHEET 2 AND APWA STD. DETAIL ON SHEET 5. UNDERGROUND SERVICE ALERT AT 1-800-227-2600 :5a Q 13 TWO WORKING DAYS BEFORE EXCAVATION. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO EA 14 FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 2 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES 15 ADJUST MANHOLES AND VALVES TO GRADE INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, 16 LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY SF STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTIUTY COMPANIES SHALL BE GIVEN TRAFFIC ENGINEER. 2 TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIUTIES. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS MODIFIED LUMINARE HEIGHT = 15 FT. AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 12. THE CONTRACTOR SHAD_ NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. ENGINEER'S NOTICE TO CONTRACTORS 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 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES CONTROL STAKING DURING CONSTRUCTION. NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE BENCH MARKS WITHOUT PRIOR NOTIFICA11ON TO THE CITY ENGINEER. RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN HEREON, AND IS 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED UTILITY MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE THIS CONSTRUCTION SHAD_ BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABUSHED (U.S.A.) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO DIGGING. NO FOR LATER REPLACEMENT OF THE MONUMENT. CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL IDENTIFICATION NUMBER ISSUED BY U.S.A. TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE 19. THE CONTRACTOR SHAD- PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE INCLUDING ADEQUATE WATERING, AT ALL TIMES. THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED EXCEED 25 MILES PER HOUR. QUANTITIES. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO DETERMINATION AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, REQUIRED BY THESE BE DEPOSITED ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. PRIVATE ENGINEER NOTE 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, AT THE TIME OF CONSTRUCTION AND SHALL `CONFORM TO THE CITY OF FONTANA STANDARD IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, DETAILS. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BASIS OF BEARINGS: LEGAL DESCRIPTION: OWNER/DEVELOPER SOILS ENGINEER THE NORTH LINE OF THE SOUTHEAST 1/4 BEING A SUBDIVISION OF A PORTION OF SECTION 23 T.1N R.6W S.B.M. SHOWN OF THE EAST 1/2 OF THE CENTEX HOMES ALBUS-KEEFE & ASSOC. AS N89.59'18"W PER AMENDING TRACT SOUTHEAST 1/4 OF SECTION 23, 2280 Wardlow Circle, Ste 150 1403 North Batavia Street MAP NO., 13750 M.B. 250/48-66 TOWNSHIP 1 NORTH, RANGE 6 Corona, CA 92880-2896 Orange, CA 92867 WEST OF THE SAN BERNARDINO ph: (909) 279-4000 Ph: (714) 744-9760 BASE AND MERIDIAN, IN SAID Fax: (909) 273-2100 Fax: (714) 744-9750 COUNTY. BENCH MARK: 0 O REV. REVISION DESCRIPTION DATE ENGR. I CITY DATE 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 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH DIAL TWO WORKING ON THE NORTHWEST CORNER OF A 10 FOOT WIDE BEFORE DAYS BEFORE YOU DIG YOU DIG CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAWING 39 38 krA SHEE T 2 3 8 7 6 5 4 3 2 1 2 10 11 12 13 14 15 16 1 1 1 WREN STREET HEET 3 cn 154 36 34 } 28 27 N D19 35 �1 71 33 29 26 O 63 20 � 32 30 25 21 62 31 151 SO, OAL24 MSON m �Ny 23 22 :P `\O 60 � Z cn SO. CAL �m F-'DISOJV- s \ \ \ INTERSTATE 15 INDEX MAP 1 "=150' 17 WATER WEST VALLEY WATER DISTRICT 855 W. BASELINE RIALTO, CA 92377 ATTENTION. LON TSAI TELEPHONE. (909) 875-1804 SEWER CITY OF FONTANA 8353 SIERRA AVE. FONTANA, CA 92335 ATTENTION. CARLOS NAVARRO TELEPHONE. (909) 350-6632 UTILITY PURVEYORS TRACT 1632-7 SHEET INDEX 1 TITLE SHEET 2 HAWK STREET 3 PEREGRINE WAY & WREN STREET 4 STORK COURT & STARLING STREET 5 DETAIL SHEET GAS SOUTHERN CALIFORNIA GAS COMPANY ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 97 7951 REDWOOD AVE SAN DIMAS, CA 91773 FONTANA, CA 92336 ATTENTION: DAN RENDLER ATTENTION. HAL STEWART TELEPHONE. (909) 335-7760 TELEPHONE (909) 357-6231 TELEPHONE PACIFIC BELL CABLE ADELPH14 3939 E. CONORADO ST., 2nd FLOOR 1260 DUPONT ST. ANAHEIM, CA 92807 ONTARIO, CA 91761 ATTENTION: LARRY SIGAWGO ATTENTION: LEW1S MCDONALD TELEPHONE. (714) 666-5500 TELEPHONE (909) 390-4738 R/W R/W 64' 40' 6' 5' 20' 20' 5' 6' 1 ' TC= �-0.01(6"CF) TC=�-0.01(67CF) 1 2• �9� 2.0% � 2.0% 1 � 7 i1 TYPICAL STREET SECTION PEREGRINE WAY, WREN ST., STARLING ST." AND PORTION OF HAWK STREET TSTA 4+60,34 -TO 11+73.71) N.T.S. T1=5.5 SEAL-EN61NE£R OF THE REQUIRED IMPROVEMENTS NOT QgESS/p�,� r�THUR'Y SHOULD CONSTRUCTION CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN tik.��,a HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER ,�',, o n No. 31681 z MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO ac * Exp. 12/31/04 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. .1J C1V1 �r 9lF CALVE/ ROADAN CANYON AVENUE �h SITE LOCATION AVENUE ��P�F. LYTLE CREEK ROAD BEECH 't DUNCAN CANYON AVENUE �� ROAD I VICINITY MAP CONSTRUCTION NOTES QUANTITIES Ol CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% 98,073 SF STREET NAME SIGN (SEE GENERAL NOTES 31 AND 32) BEGIN CURVE TRACT BOUNDARY O CONSTRUCT 6" CURB AND GUTTER PER STD. PLAN NO. 1003 5,0 75 LF 0 CONSTRUCT STREET LIGHT 5800 LUMEN PER STD. PLAN NO. 1016 (SCE 17) 10 EA O CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 30,596 SF O CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 4 EA O CONSTRUCT 8' WIDE MODIFIED CROSS GUTTER PER STD. PLAN NO. 104 1,579 SF O INSTALL 12" LIMIT LINE PER CALTRANS STD. NO. A24E 4 EA 8O INSTALL STREET NAME SIGN PER STD. PLAN NO. 139 2 EA O CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (16' WIDE MAX) 5,905 SF CENTERLINE PER STD. PLAN NO. 103 RIGHT MIDDLE OF VERTICAL CURVE 10 INSTALL PAVEMENT MARKING WORD "STOP" PER CALTRANS STD. NO. A24D 2 EA 11 CONSTRUCT INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE A, 2 EA SEE DETAIL ON SHEET 5 o 12 CONSTRUCT MODIFIED INLET LOCAL DEPRESSION PER APWA STD PLAN NO 313-1, CASE B, 1 EA SEE DETAIL ON SHEET 2 AND APWA STD. DETAIL ON SHEET 5. :5a Q 13 REMOVE EXISTING BARRICADE 4 EA 14 JOIN EXISTING PAVEMENT PER DETAIL SHEET 2 2 EA 15 ADJUST MANHOLES AND VALVES TO GRADE 29 EA 16 CONSTRUCT 25' RESIDENTIAL DRIVEWAY APPROACH PER STD. PLAN NO. 103 280 SF 17 CONSTRUCT STREET LIGHT 5800 LUMEN PER STD. PLAN NO. 1016 (SCE 17) 2 EA MODIFIED LUMINARE HEIGHT = 15 FT. LEGEND FL TC FS GB MOC CIL MOVC BVC R/W 60' 36' 0.5' 6' 5.5' 18' 18' TC= q+0.03(6 "CF) TC= �+0.03(6 "CF) ��" 2• �9y 2.0% Q'07. ;0 STREET LIGHT EVC END VERTICAL CURVE STOP SIGN XGUT CROSS GUTTER STREET NAME SIGN BC BEGIN CURVE TRACT BOUNDARY EC END CURVE N BCR BEGIN CURB RETURN CROSS GUTTER FLOW ECR END CURB RETURN DIRECTION OF STREET FLOW TAN GR. TANGENT GRADE LINE FLOW LI PVI POINT OF VERTICAL INTERCEPT TOP CURB o E -- PI PONT OF INTERCEPT FINISH SURFACE OC ON CURVE GRADE BREAK VC VERTICAL CURVE MIDDLE OF CURVE LT LEFT CENTERLINE RT RIGHT MIDDLE OF VERTICAL CURVE NTS NOT TO SCALE BEGIN VERTICAL CURVE TYPICAL STREET SECTION STORK COURT AND PORTION OF • -- • -V- TI=5.5 R/W 5.5' 6' _T 0.5' 3 LO N � - Q 0 N 2 �`fl) F T `^ 0 o E -- c=017 Heedl & Fbrenm, Inc. [::I[? A Civil Engineering •Planning •Surveying -Public Works 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-484-9090 DRAWN BY: LLJ PREPARED UNDER THE SUPERVISION OF: DESIGNED BY- (� HFI ONC, _" I 4-140 Cc 64 CHECKED BY HAROLD A L N. 31681 DATE RDC RECORD DRAWING LO N - Q 0 . .) F T `^ 0 o E -- ,a LO N N o� CITY OF FONTANA, CALIFORNIA COYOTE CANYON TRACT 16325-1 ncD N LO o STREET IMPROV MENT PLANS SCAM: AS SHOWN TITLE'SHEET :5a Q DATE: MAR 2004 z 6 AP BY: DRAWING NO.: v, o - c 0 3421 __ 5 0 TTY ENGINEER R.C.E. 51 2 DATE: