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HomeMy WebLinkAbout2.9-135REVIEWED BY: ASSISTANT PUBLIC WORKS DIRtCTOR, CITY OF BAKERSFIELD DATE' THEODORE D. WRIGHT C 33710 APPROVED BY: rz qui PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 APPROVED BY: STEVE C. COLLUP, RCE 46561 DATE ENGINEER - MANAGER ARVIN- EDISON WATER STORAGE DISTRICT GENERAL..NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF --WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A..- 1-- 800 --227- -2600) SHALL BE CONTACTED! _AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. - 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE 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 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. 48 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, PORTER & ASSOCIATES SHALL BE GIVEN AT LEAST 48 HOURS NOTICE. PORTER & ASSOCIATES MAY BE NOTIFIED AT (661) 327 -0362. ARVIL4-EDISQN WATER STORAGE DISTRICT NOTES: 10 THE LICENSEE (BRIGHT HOUSE NETWORKS) SHALL POST AND MAINTAIN SIGNAGE ON BOTH SIDES OF THE CROSSING. THE SIGNS ARE TO INCLUDE 24 -HOUR EMERGENCY CONTACT TELEPHONE NUMBERS. 2. CONTRACTOR SHALL NOTIFY ARVIN- EDISON WATER STORAGE DISTRICT 48 -HOURS IN ADVANCE OF COMMENCING ANY CONSTRUCTION ACTIVITIES WITHIN AEWSD RIGHT OF WAY. 3. CONTRACTOR, SHALL MAINTAIN ACCESS AROUND THE CONSTRUCTION SITE AT ALL TIMES FOR AEWSD PERSONNEL TO ACCESS EXISTING MAINTENANCE ROADS. THE AEWSD INTAKE CANAL SHALL REMAIN IN OPERATION AT ALL TIMES. 4. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING FOR SECURITY AS NECESSARY AND ENSURE THAT ALL GATES ARE CLOSED AND LOCKED WHEN THE PROJECT SITE IS UNATTENDED. 5. NO MATERIALS OF ANY KIND WILL BE ALLOWED TO ENTER THE AEWSD INTAKE CANAL. VICINITY MAP. NO SCALE CONSTRUCTION NOTE: F-11 INSTALL 4" STEEL EMT CONDUIT (GALVANIZED) WITH STRAPS Q 4' O.C. MAX. ON BRIDGE DECK 02 INSTALL 1730 BOX FLUSH WITH SURFACE OUTSIDE CANAL RIGHT -OF -WAY M INSTALL 4" HDPE CONDUIT OFF OF BRIDGE DECK, BACKFILL WITH 2 SACK CEMENT SLURRY WITHIN CANAL R/W F4-] INSTALL BRIGHT HOUSE MARKER POST WITH 24 -HOUR EMERGENCY CONTACT TELEPHONE NUMBER 5 WRAP UNDER GROUND STEEL EMT CONDUIT WITH 20 MIS PVC PIPE WRAP TAPE NO]EES.* 1. CONDUIT SHALL BE MINIMUM 12" CLEAR ABOVE CANAL LINER. 2. WEDGE ANCHORS SHALL BE STAINLESS STEEL. 3. STRAPS SHALL BE GALVANIZED OR STAINLESS STEEL AND MINIMUM 1" WIDE. 4. CONTRACTOR SHALL SUBMIT SPECIFICATIONS TO CITY ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. 5. ALL FINISH GRADES SHALL BE BROUGHT BACK TO PRE - EXISTING CONDITIONS. EX. MOW CURB EX. � STREET MONUMENT EX. CHAIN LINK KROLL. WAY BRIDGE ELEVATION N.T.S. -�_ 37 +00 S 87'09'45" E -��. KROLL WA Y SEE DE &_ BELOW UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ►�i #i`e o #i #� DIAL TOLL FREE 1- 800 - 227-2600 AT LEAST TWO DAYS .BEFORE YOU DIG IVI TH KROLL WAY BRIDGE SECTION N.T.S. STRAP @ 4' 0. C. 3/8" WEDGE ANCHOR 2 3/4„ OVERALL LENGTH, TYP (INSTALL PER MANUFACTURER'S RECOMMENDATIONS) .. NOtE: . coNcv,�-r9 �pc;� �ecK �S PRES-rx�ssEn. p(o r�vlatior�s �11�6 �k �N FDY� �� �oV W071`rn.FRZTRS 7W�t l E( CONNECTION DETAIL N.T.S. PARCEL 1 PM NO. 6721 a HC>lZTH SCALE,, 1 10' m" 0 5 1Q 20 �- /3S w 0 cv w a. U. L w m 0 ZZ Q- 0 ~ co Z w w G� 0 c > U- a < LL o ©o co t4. 3 � Z z � U) U) � � O � ~ U z w w O z U W D Z O = J vU0 ryo Y m z 0 cn w DATE 10/08/2014 PA JOB No. 2808 SHEET OF 1 SHEETS Wu- u- LL C]�,UQ warn Wo4lr �ca� Z��z waW� LLJ u)� o mw -0 =ZF a ....... 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L w m 0 ZZ Q- 0 ~ co Z w w G� 0 c > U- a < LL o ©o co t4. 3 � Z z � U) U) � � O � ~ U z w w O z U W D Z O = J vU0 ryo Y m z 0 cn w DATE 10/08/2014 PA JOB No. 2808 SHEET OF 1 SHEETS