Loading...
HomeMy WebLinkAbout5085-1FF II, LLC 8300 UTICA AVENUE, SUITE 300 RANCHO CUCAMONGA. CA 91730 PROJECT NAIVE AND ADDRESS TRACT NO. 18906 FONTANA, CA 92336 ASSESSORS PARCEL W. 0243-141-29 LEGAL DESCRIPTION BEING A SUBDIVISION OF THE EAST ONE-HALF OF THE SOUTH ONE-HALF OF LOT 417, ACCORDING TO MAP SHOWING SUBDIVISION OF LANDS BELONGING TO THE SEMI -TROPIC LAND AND WATER COMPANY' IN THE CITY OF FONTANA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA, AS PER PLAT ON FILE IN BOOK 11, PAGE 12 OF MAPS, IN THE OFFICE THE RECORDER OF SAID COUNTY. BASIS OF BEARINGS: BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF MAPLE AVENUE BEING NORTH 0'11'23" WEST PER TRACT NO. 8081, RECORDED IN BOOK 130 OF MAPS, PAGES 59 THRU 60, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCT- ION 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 CITY OF FONTANA, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONINECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. a Y ■ • / III IMT-/rP'\ 0I I • L WI A ■ WWI THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LEGEND TC TOP OF CURB FL FLOWLINE FS FINISH SURFACE BC BEGIN CURVE EC END CURVE 210 FRWY. DUMOND DRIVE FAIRVIEW DR j CAS Qil// %/� W DRIVE > 16231 VALLEY BOULEVARD W FONTANA, CA 92335 CONST. B" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET 1 (909) 428-8407 - OFFICE FONTANA WATER COMPANY O3 ATTN: MS. BRENDA FOWLER 24 I O 14 Cf] I ATTR MR. RANDY SEABERT REMOVE EXISTING CURB AND GUTTER 1 a ELECTRICITY ANAHEIM, CA 92807 W � c) O 0, ,Jj, i;� % j NO. tW9, 0 Q TIME WARNER III ATTR MR. LEWIS McDONALD 1500 AUTO CENTER DRIVE W -i EA 3 ,,: (909) 821-2206 - MOBILE g SD/ J 17 U SITE-` BARBEE ST FOOTHILL BLVD / I-10 FRWY.^ VICINITY MAP N.T.S. S . D .ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE. SUITE 212 - SAN BERNARDINO. CALIF. 92408 PHONE (909) 884-7090 SURESH@SDENGINEERING.NET s aA,.. 4 t4_ I f(1 � SURESH DODDIAH R.C.E. 36361 DATE I• I 1 I � l i�_ i J � _J i i 1 _ i i 1 • TRACT N0. 1 CITY OF FONTANA, ------------------- CAS ' SOUTHERN CALIFORNIA GAS COMPANY FAIRVIEW DRIVE I 16231 VALLEY BOULEVARD WATER FONTANA, CA 92335 CONST. B" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET 1 (909) 428-8407 - OFFICE FONTANA WATER COMPANY O3 ATTN: MS. BRENDA FOWLER 24 I O 14 16LLj I ATTR MR. RANDY SEABERT REMOVE EXISTING CURB AND GUTTER 1 a ELECTRICITY ANAHEIM, CA 92807 GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 � c) O7 0, CABLE TV TRACT NO. tW9, 0 cy- 0• TIME WARNER 23 ATTR MR. LEWIS McDONALD 1500 AUTO CENTER DRIVE INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN ONTARIO, CA 91761 EA (909) 975-3341- OFFICE ADJUST VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 (909) 821-2206 - MOBILE EA SD/ 16 17 T' Orr� F44�7 neTP 'I (I i 5 6 II N � 4 7 C:) C� I �I 3 8 (I LI Lei Z, I 2 9 Di I 0.5' 1 5' 6.5' I 1 EXIST. SIDEWALK - EXIST. CURB & GUTTERS PROP. 7 15 � 13 IW 12 N I 18 19 3^0 I.RACT NO, 48,97 I MB. 73 147 INDEX MAP SCALE i"=80' ri R/W i 30' _I 0.5' 5' 6.5" I 1.5' 4' 6.5' I i PROP. SIDEWALK PROP. 8" CURB W/ J 24" PERVIOUS GUTTER TYPICAL SECTION WILLIAMS' ROAD T1=5.5 N.T.S. I 18' I 18' PROP. 8" CURB W/ PROP. 8" CURB W 24" PERVIOUS GUTTER 24" PERVIOUS GUTTER _29 127- PROP. AC PAVIN TYPICAL SECTION DUMOND DRIVE TI=5.5 N.T.S. 34' 22' 22' /QRSO pFESS & /^\ O yJ 9y cz w NO. 36361 m oc EXP. 6-30-14 A WIYOUDIG TWO WORKING DAYS BEFORE ,pT CIVIL �� YOU DIG 4Q TOLL FREE 1-800-227-2600 Tf OF CAL1� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0.5' PROP. SIDEWALK R/W 6.5' 5' 0.5' z% PROP. SIDEWALK 8906 CALIFORNIA 1 I I 2 I I I 3 I 4 V 16 I _-1 APN 0243-141-25 CL APN 0243-141-26 I I APN 024S --A+-28 I -1 37 , i I 12' FUTURE BY OTHERS REMOVE EXIST. 8" CURB & GUTTER FUTURE SIDEWALK FUTURE CURB & GUTTER EXIST. AC PAVING TYPICAL SECTION MAPLE AVENUE T1=6.5 N.T.S. REV. REVISION DESCRIPTION DATE I ENIGR. I CITY I DATE ■ IR I11-- Li W J= N 2% GEOTECH FILTER FABRIC --" ( MIRAFI 14ON OR EQUIVALENT ) ON SIDES AND BOTTOM OF TRENCH UTILITY NOTIFICATIONS SEVER CAS SEPTIC TANKS SOUTHERN CALIFORNIA GAS COMPANY AND SEEPAGE PITS ATTR MR. STEVE RALES CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF FONTANA STD. NO. 400. 16231 VALLEY BOULEVARD WATER FONTANA, CA 92335 CONST. B" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET 1 (909) 428-8407 - OFFICE FONTANA WATER COMPANY O3 ATTN: MS. BRENDA FOWLER TELEPHONE 15966 ARROW ROUTE O FONTANA, CA 92235 AT&T (909) 822-2201 ATTR MR. RANDY SEABERT REMOVE EXISTING CURB AND GUTTER 3939 E. CORONADO STREET,2nd FLOOR ELECTRICITY ANAHEIM, CA 92807 GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 (951) 359-2511 - OFFICE SOUTHERN CALIFORNIA EDISON COMPANY O7 ATTN: MS. JESSICA WITTE CABLE TV 2885 W. FOOTHILL BOULEVARD ® RIALTO, CA 92376 (909) 421-6432 - OFFICE TIME WARNER (951) 537-7449 - MOBILE ATTR MR. LEWIS McDONALD 1500 AUTO CENTER DRIVE INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN ONTARIO, CA 91761 EA (909) 975-3341- OFFICE ADJUST VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 (909) 821-2206 - MOBILE - 8" CURB AND 24' GUTTER USING PERVIOUS CONCRETE FOR GUTTER C/L SECTION AS SHOWN 16'-0" =--j -6' PERVIOUS CONCRETE 4" AC PAVEMENT r- `- 4" AGGREGATE BASE 36" OF 3/4" WASHED, CRUSHED AGGREGATE OR EQUIVALENT X67 CLEAN STONE Mtoo to' R1l1:rJllll2:m CONSTRUCTION NOTES AND QUANTITIES ITEM DESCRIPTION COUANTITY UNIT Oi CONSTRUCT 4" A.C. PAVEMENT OVER 4" AGGREGATE BASE PER CITY OF FONTANA STD. NO. 400. 17,475 SF O2 CONST. B" CURB WITH 24" PERVIOUS GUTTER PER DETAIL "B" ON SHEET 1 1,251 LF O3 CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 5,005 SF O SAWCUT AND REMOVE EXISTING A.C. PAVEMENT 3,310 SF O5 REMOVE EXISTING CURB AND GUTTER 151 LF © GRIND AND OVERLAY 0.1' MIN. A.C. PER DETAIL "A" ON SHEET 1 490 LF O7 CONST. DRIVEWAY APPROACH PER CITY OF FONTANA STD. NO. 1002. W=16'- 3,740 SF ® NOT USED = 1289.76 O INSTALL STREET LIGHT 5,800 LUMEN PER STREET LIGHT PLAN 1 EA 10 ADJUST VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 1 EA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. y GENERAL NOTES " 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT " PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOI 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 DOCUMENT THAT CANNOT 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 MALL 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. B. 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 DANS 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 A SEPARATE PERMIT FOR THAT PURPOSE. 10. THE LOCATION 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 THE 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 GE 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 MARCS, 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-ENGINIEER 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 LANES 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 PROERTY 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. 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 ON THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES.ENTERING OR LEAVING " IMPROVEMENTS. 1. 1 ' 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. 2B. 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 rPRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT. TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOIL 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'RECO D, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 5' 1' (MIN) ,. GRIND 0.10' MIN. EXISTING PAVEMENT AND -(MI N) SAWCUT AND REMOVE ' OVERLAY 0.10' MIN. EXISTING PAVEMENT ' I t EXISTING PAVEMENT NEW PAVEMENT DETAIL "A" JOIN A.C.; NOT TO SCALE - OR # 13-010 CITY OF FONTANA' CALIFORNIA BENCH MARK: CITY BM #512 " " STREET_ IMPROVEMENT PLANS BEING THE TOP OF A FIRE HYDRANT DRAWN BY:TRACT EB N0. 18906 = SCALE AS SHOWN AT THE NORTHWEST CORNER OF WILLIAMS ROAD, DUMOND DRIVE DESIGNED BY: GATE: MAPLE AVENUE AND McCAULEY STREET. EB AND PSE- AVENUE 4/24/2014 ELEV. = 1289.76 CHECKED BY: 0 0_8 DRAWING 7/2 SD/ C 5085 Orr� F44�7 neTP "