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HomeMy WebLinkAbout3283-1STREET IMPROVEMENTS 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 PUBLIC 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 A 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. 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 a. 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. FF E S S OWNER ��'° q� Re VISION 0 N�� THOMAS S. LOVE %flMOIS ETCO COMMUNITIES W 21 De CA alt p TE I�0 � No. C :0993 0 Exp. 09-3o-prl cri 540 WESTMINSTER MALL WESTMINSTER, CA 92683 s�qT CIVIL N,� TEL: (714)379-3279 OF CALF mops - Love ]SATE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR SHI ITEM AND FINISH TO MATCH EXISTING CONCRETE. TRACT NO. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB 16184 AT THE LOCATION OF THE SEWER LATERAL. O 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING LF 20 STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 2 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED ADJUST EXISTING GATE VALVE TO GRADE PER CITY STANDARD 130 3 PRIOR TO PAVING OF STREETS. O4 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT SF U5 PAVEMENT PRIOR TO PLACEMENT. 39,200 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO CONSTRUCT CONCRETE CURB & GUTTER, 6" CF PER CITY STD. NO. 1003 9.700 REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. SF 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL 270 SF FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 102, W=16' 6535 GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR SAN BERNARDINO, CA 92407 CONSTRUCT MODIFIED 8 WIDE CONCRETE CROSS -GUTTER PER CITY STD. NO. 104 APPROVAL UPON COMPLETION OF ROUGH GRADING. (909) 880-0220 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE 1,025 SF RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON CONSTRUCT CURB RETURN ACCESS! --RAMP PER CITY STD. NO. 1006 4 COMPLETION OF PAVING. _ CONSTRUCT SIDEWALK DRAIN PER QTY STD. NO..124-A. 3 o' m 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 2 EA SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO INSTALL STREET LIGHT PER STREET LIGHTING ,PLAN` DWG. NO. 3283 LT 29 THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 15 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SF SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE FIBER-OPTIC TELECOMMUNICATIONS SATISFACTION OF THE CITY ENGINEER LAS VEGAS, NEVADA TO LOS ANGELES, CA 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE TULSA, OK 74121 CITY ENGINEER. 8 588-3397 CONSTRUCTION SITE BENCHMARK: ELEV. 1534.50 SET CHIS SQUARE ON CATCH BASIN AT THE N.W. CURB RETURN BRIDLEPATH DR. & CHERRY AVE. 50 FT. N.E. CABRIDLEPATH DR. 36 FT. N.W. CACHERRY AVE. BENCHMARK: ELEV. 1313.04 FWE 43 - RAILROAD SPIKE IN E.P. BY PP#1536663E S'LY. SIDE OF BASELINE 220' E'LY. OF CHERRY AVE. BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED UPON THE WESTERLY LINE OF THE NORTHWEST QUARTER OF SECTION 14, T.1N. R.6W. S.B.M. BEING NORTH 00'1621" WEST AS SHOWN ON AMENDED TRACT MAP No. 13750 RECORDED IN BOOK 250 PAGES 48 THROUGH 66 OF MAPS, RECORDS OF SAN BE:RNARDINO COUNTY. LEGAL DESCRIPTION: LOTS 15-63 OF TRACT NO. 13750, IN THE CITY OF FONTANA, COUNTY OF SAN BERNADINO, CALIFORNIA, PER AMENDED MAP RECORDED IN BOOK 250, PAGES 48-66 OF MAPS, RE -CORDS OF SAN BERNADINO COUNTY. CONSTRUCTION NOTES & QUANTITIES: LOT "B" TRACT BOUNDARY , LO "F" - LOT "D" -OT "F" 6 ET 6 i \ ! ! 1p / LOT "C"I" C" t i \ 44 T "H" LOT "F" HEET 5 k t 40, t HEFT \ z ` ,����y s ✓`; , Q v ,35 i� LOT "F" 33 j e a a i a NP LOT LO ' � � SHEET 3 INDEX MAP , SCALE= 1'=300' z� LOT " " k \ SHEET 8' SHEET 2 �� v LOT "F" ���°' _ s -,� O 25 _ a a� 13 z 11p L12 a 14 STAGE _ 15 rr21 0 a 19 18 17 t6 SHEET 7 + LOT G I _-- IQZ 3 Exp• g130/0-1 o p REV. REVISION DESCRIPTION D c Il�olo�t Arco CCEl hc. o Civil Engineering . Land Surveying • Land Planning DIAL [Di Lf -0 k��TWO WORKING .. 8175 EAST KAISER BOULEVARD BEF❑RE���• DAYS BEFORE Itt co ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 =. : *':' ' I cls ".4cls 01 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I V E.R 10 n PROJECT LOCATION 1.1VDrEm'"A UAN&Puwm - MET VD. DESCRPTION 1 TITLE SHEET 2 FOXBOROUGH DRIVE STA 34+00 - STA 43.1 3 FOXBOROUGH DRIVE STA 43+00 - STA 514 4 FOXBOROUGH DRIVE STA 51+60 - STA 604 5 FOXBOROUGH DRIVE STA 60+00 - STA 69-1 6 FOXBOROUGH DRIVE STA 69+00 - STA 75-I 7 STAGELINE LANE STA 10+00 - STA 15+00 8 CREEKSIDE LANE STA 10+00 STA 15+00 UNDERGROUND UTILITIES & STRUCTURE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE 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." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS VICINITY MAP N.T.S. Mi THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE QUANTITY ITEM DESCRIPTION TRACT NO. CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 16184 UNIT O SAWCUT AND REMOVE EXISTING CURB AND GUTTER 40 LF 20 ADJUST EXISTING MANHOLE TO GRADE PER CITY STANDARD 109 2 EA O3 ADJUST EXISTING GATE VALVE TO GRADE PER CITY STANDARD 130 3 EA O4 CONSTRUCT 1-1/2" THICK AC CAP 4400 SF U5 CONSTRUCT 4" AC OVER 12 "COMPACTED NATIVE MATERIAL (957.) 39,200 SF © CONSTRUCT CONCRETE CURB & GUTTER, 6" CF PER CITY STD. NO. 1003 9.700 LF CONSTRUCT CONCRETE SIDEWALK, 5' WIDE PER CITY STD. NO. 1015 36,625 SF 8 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. NO. 102A 270 SF 9 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY STD. NO. 102, W=16' 6535 SF SAN BERNARDINO, CA 92407 CONSTRUCT MODIFIED 8 WIDE CONCRETE CROSS -GUTTER PER CITY STD. NO. 104 FONTANA, CA 92335 FONTANA, CA 92335 (909) 880-0220 10 SEE DETAIL ON SHEET 2 1,025 SF 11 CONSTRUCT CURB RETURN ACCESS! --RAMP PER CITY STD. NO. 1006 4 EA 12 CONSTRUCT SIDEWALK DRAIN PER QTY STD. NO..124-A. 3 EA 13 CONSTRUCT CURB RETURN ACCE=SS RAMP PER CITY STD. NO. 1007 2 EA 14 INSTALL STREET LIGHT PER STREET LIGHTING ,PLAN` DWG. NO. 3283 LT 29 EA 15 CONSTRUCT 4-1/2" AC OVER 12 "COMPACTE=D -NATIVE MATERIAL (957.) 209,100 SF WATER 1260 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS _-- IQZ 3 Exp• g130/0-1 o p REV. REVISION DESCRIPTION D c Il�olo�t Arco CCEl hc. o Civil Engineering . Land Surveying • Land Planning DIAL [Di Lf -0 k��TWO WORKING .. 8175 EAST KAISER BOULEVARD BEF❑RE���• DAYS BEFORE Itt co ANAHEIM HILLS, CA 92808 (714) 685-6860 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 =. : *':' ' I cls ".4cls 01 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I V E.R 10 n PROJECT LOCATION 1.1VDrEm'"A UAN&Puwm - MET VD. DESCRPTION 1 TITLE SHEET 2 FOXBOROUGH DRIVE STA 34+00 - STA 43.1 3 FOXBOROUGH DRIVE STA 43+00 - STA 514 4 FOXBOROUGH DRIVE STA 51+60 - STA 604 5 FOXBOROUGH DRIVE STA 60+00 - STA 69-1 6 FOXBOROUGH DRIVE STA 69+00 - STA 75-I 7 STAGELINE LANE STA 10+00 - STA 15+00 8 CREEKSIDE LANE STA 10+00 STA 15+00 UNDERGROUND UTILITIES & STRUCTURE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE 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." PRIVATE ENGINEER'S NOTICE TO CONTRACTORS VICINITY MAP N.T.S. Mi 50' ; 70' 52' 25' : 7' 18' 18' 7' I 1 5' 26' 26' 15-1 5' PUE,I•`„ 5.5' IN 5.5' 5�.-_I PUE 1 5'' 6' 29' ' 31' 4' ' -'1PUE- • (• " PUEI-- LEVEL L E I ~IPU I I 6' 20' 20' 6' I I r27 0.032I 1 20' 9'i I 5.5'5.5' _Cz, CREEKSIDE LANE STAG UNE LANE NOT TO SCALE TI=5.5 DATE ENCR. CITY DATE 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 4 STANDARDS IN EFFECT. I d 15 6 FO OF CREEK&DE LME STA. 43+93.00 TO STA. 75+50.03 NOT TO SCALE TI=6.5 L E Prepared Under The Supervision Of : �gOFESS/p�, �%. wit <<� DRAWN BY- No. YNo. 43179 R.C.E. 43179 EXP 3-31-04 TMC * Exp. 03-31-04 * DESIGNED BY: �9r c/vIV ��`� SS F OF C p��F Date 3h3I0 3 CHECKED BYi aWWW • �•�•o wt �• • « , .1-4 W11 z I STA. 37+49.24 TO STA. 43+93.00 NOT TO SCALE TI=6.5 IiIIINK • • . . , •� STREET [:T?ROVE=T MANS man rmmtlm i"ITLE SHEM, I =13186 R.C.E. 51152 t SCALE: AS SHOWN DATE- 03/01 ATE03 01 02 DRAWING NO.: 9 3283 8 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 OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. TRACT BOUNDARY UTILITY PURVEYORS: ELECTRICITY SEWER MARKS CABLEVISION SOUTHERN CALIFORNIA EDISON CO. CITY OF FONTANA FIBER -OPTICS/ TRUNK LINK THROUGH PROJECT DISTRIBUTION PLANNING 8353 SIERRA AVENUE 4240 HALLMARK PARKWAY 7951 REDWOOD AVENUE P.O. BOX 518 SAN BERNARDINO, CA 92407 LQT FONTANA, CA 92335 FONTANA, CA 92335 (909) 880-0220 (909) 357-6221 (909) 350-7610 CONTACT. JOE DEARMAN ,;, CONTACT: JOHN RUSSELL OWNER DEVELOPER VERIZON CALIFORNIA INC. { ` � ��` GAS ETCO COMMUNITIES 13911 PARK AVENUE IN � SOUTHERN CALIFORNIA GAS CO. 540 WESTMINSTER MALL SUITE 200 DISTRIBUTION PLANNING WESTMINSTER, CA 92683 VICTORVILLE, CA 92392-2407 >� 16231 VALLEY BOULEVARD (714) 379-3279 (760) 245-0846 FONTANA, CA 92335 CONTACT. IVAN ROBIDOUX .� (909) 428-8411 CONTACT. GREG GASPER ADELPHIA COMMUNICATIONS WILTEL. INC. WATER 1260 DUPONT STREET FIBER-OPTIC TELECOMMUNICATIONS FONTANA WATER COMPANY ONTARIO, CA 91761 LAS VEGAS, NEVADA TO LOS ANGELES, CA 8440 NUEVO AVENUE (909) 390-4738 8440 NA O AVENUE UPLAND, CA 91786 P.O. BOX 21348, MD 26-3 CONTACT. LENS MCDONALD TULSA, OK 74121 ( 909) 822-2201 8 588-3397 M919) 947-9441 (LOCAL CONTACT) LOCAL CONTACT. JERRY KENNEDY 50' ; 70' 52' 25' : 7' 18' 18' 7' I 1 5' 26' 26' 15-1 5' PUE,I•`„ 5.5' IN 5.5' 5�.-_I PUE 1 5'' 6' 29' ' 31' 4' ' -'1PUE- • (• " PUEI-- LEVEL L E I ~IPU I I 6' 20' 20' 6' I I r27 0.032I 1 20' 9'i I 5.5'5.5' _Cz, CREEKSIDE LANE STAG UNE LANE NOT TO SCALE TI=5.5 DATE ENCR. CITY DATE 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 4 STANDARDS IN EFFECT. I d 15 6 FO OF CREEK&DE LME STA. 43+93.00 TO STA. 75+50.03 NOT TO SCALE TI=6.5 L E Prepared Under The Supervision Of : �gOFESS/p�, �%. wit <<� DRAWN BY- No. YNo. 43179 R.C.E. 43179 EXP 3-31-04 TMC * Exp. 03-31-04 * DESIGNED BY: �9r c/vIV ��`� SS F OF C p��F Date 3h3I0 3 CHECKED BYi aWWW • �•�•o wt �• • « , .1-4 W11 z I STA. 37+49.24 TO STA. 43+93.00 NOT TO SCALE TI=6.5 IiIIINK • • . . , •� STREET [:T?ROVE=T MANS man rmmtlm i"ITLE SHEM, I =13186 R.C.E. 51152 t SCALE: AS SHOWN DATE- 03/01 ATE03 01 02 DRAWING NO.: 9 3283 8