Source: http://docplayer.net/1784224-W-illow-branch-library-site-improvements.html
Timestamp: 2016-12-05 12:56:49
Document Index: 467595168

Matched Legal Cases: ['ART 1', 'ART 1', 'art 1', 'ART 1', 'ART 1', 'ART 1', 'ART 1', 'ART 1', 'ART 1', 'ART 1', 'ART 1']

⭐W ILLOW BRANCH LIBRARY SITE IMPROVEMENTS
W ILLOW BRANCH LIBRARY SITE IMPROVEMENTS
Download "W ILLOW BRANCH LIBRARY SITE IMPROVEMENTS"
1 2 3 4 CITY OF JACKSONVILLE NOTES GENERAL All construction shall be performed in accordance with the approved plans and comply with all standard city policies and practices. City approval is contingent upon any required state or federal permit approvals such as those from the Department of Environmental Protection or the St. Johns River Water Management District (SJRWMD). UTILITY WORK Plan approval through Development Services does not include utilities. Proposed water, sewer or electric construction must be approved separately through the respective utility company. In most cases, this will be: JEA JEA Tower - 4th Floor 21 W. Church Street Jacksonville, FL WORK WITHIN THE RIGHT-OF-WAY CITY: Except for new subdivision infrastructure construction, all work performed within a City of Jacksonville right-of-way or easement requires a Right-of-way Permit. The contractor performing the proposed work must have a current Right-of-way Bond on file with Development Services. Right-of-way Permit applications are processed at: Development Services Customer Service Counter Edward Ball Building, 2nd Floor 214 N. Hogan St. Jacksonville, FL (904) STATE: All work performed within a state right-of-way requires a permit from the Florida Department of Transportation (FDOT). It is the developers responsibility to obtain required FDOT permits or maintenance-of-traffic WILLOW BRANCH LIBRARY SITE IMPROVEMENTS JACKSONVILLE, FLORIDA PRELIMINARY SUBMITTAL MAY, 2013 PLAN APPROVAL Date Development Services Division (Chief) Date Review Group (Reviewer) Plan approval is valid for five years after the initial approval date. Revisions made after the initial approval date do not extend this five-year time frame. PLAN APPROVAL IS SUBJECT TO THE FOLLOWING NOTES AND NDITIONS: CITY OF JACKSONVILLE W ILLOW BRANCH LIBRARY SITE IMPROVEMENTS SEAL JACKSONVILLE, FLORIDA approvals for work within FDOT right-of-ways. The FDOT regional office can be contacted at (904) Any changes to the approved plans needed for FDOT approval must be submitted to Development Services as revisions. Adjacent State Roads: N RAILROAD: Railroad companies may require special approvals or permits to work within their right-of-ways. It is the developers responsibility to obtain permission from any railroad right-of-way owner before performing any work within their right-of-way. STORMWATER Annual reports in compliance with the SJRWMD stormwater permits are required from the maintenance entity of all stormwater management facilities. Send copies of the reports to: Engineering and Construction Management Edward Ball Building, 10th Floor 214 N. Hogan St. Jacksonville, FL The owner of any project one (1) acre or larger is required to provide a Notice of Intent (NOI) in accordance with criteria set forth in the citys NPDES permit within 48 hours of beginning construction. Send NOI and NOI fee to: Florida Department of Environmental Protection NPDES Stormwater Notices Center, Mail Station # Blair Stone Road Tallahassee, Florida (866) The contractor shall contact the City Environmental Quality Division before beginning construction: Environmental Quality Division 407 North Laura Street, Third Floor Jacksonville, FL, (904) FIRE MARSHALL Plan review and approval does not relieve the contractor of complying with all applicable State Fire Codes. Underground mains and hydrants shall be installed, completed, and in service prior to construction work. PROJECT LOCATION Underground contractor shall submit to the Fire Marshall for approval complete specs for all underground pipe and 2875 Park St. fittings relating to fire protection PRIOR to installation and inspection. Contractor shall include manufacturers name and pipe ID along with contractors state license number. LANDSCAPE A Site Work Permit is required for this project. Tree Fund payment is due: inches at $ = $ Article 25 funds are due: inches at $ = $ INDEX TO PLANS GENERAL PROJECT INFORMATION TRAFFIC ENGINEERING TRAFFIC SIGNS Metro Name $55.00 ea. Standard $55.00 ea. Stop/Yield $55.00 ea. Design $55.00 Installation $55.00 /hr. TOTAL Streetlights Required NOTE: Traffic sign costs change from time to time. If the costs change after plan approval but prior to payment for installation, the developer must pay the for the signs at the current costs. The above total assumes the subdivision will be platted as one phase. If the development is platted as separate phases, design and installation will be calculated separately for each phase. No lane closures allowed from 7 a.m. till 9 a.m. and from 4 p.m. till 6 p.m. CIVIL VER SHEET LEGEND AND GENERAL NOTES DEMOLITION PLAN DRAINAGE PLAN C-1 C-2 C-3 C-4 GENERAL City Development Number Concurrency Application Number Property Appraiser Number (RE #) Zoning Designation PBF-1 PUD Ordinance Number FIRM Community Panel 12031C-0333-H Flood Zones (Show in Plans) AO Base Flood Elev. (Show in Plans) Vertical Datum Used for Project NGVD 1988 JEA Availability Number SUBDIVISION PSD Number City or Private Inspection Public or Private Roads Subdivision (911) Disk Provided? NON-SUBDIVISION North American Industry Classification System (NAICS) Impervious Area (Sq. Ft.) Bowen Civil Engineering, Inc Gate Parkway W., Suite 204 Jacksonvile Florida (904) Florida Professional Engineers Architects, Inc. License No # AAC SHEET NO. C-15 MAIL EC L MW US L GENERAL NOTES: GENERAL NOTES (NT.) PERMIT REQUIREMENTS: GENERAL LEGEND AND ABBREVIATIONS: 1. EXISTING BOUNDARY NDITIONS, TREE SURVEY AND TOPOGRAPHIC INFORMATION ARE BASED ON SURVEYS PREPARED BY CITY OF JACKSONVILLE DEPARTMENT OF PUBLIC WORKS, DATED APRIL 3, BOWEN CIVIL ENGINEERING, INC. AND ITS ASSOCIATES WILL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF SURVEY OR FOR DESIGN ERRORS OR OMISSIONS RESULTING FROM SURVEY INACCURACIES. 3. PROTECT ALL SURVEY AND PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE NTRACTOR SHALL NTRACT WITH THE SURVEYOR OF RERD FOR REINSTALLATION OF THE MONUMENT. 4. THE GENERAL NTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE NSTRUCTION PHASES OF THIS PROJECT. PROTECT ALL STREETS, FENCES, TREES, UTILITIES ABOVE AND UNDERGROUND, AND STRUCTURES THAT ARE TO REMAIN. REPAIR NTRACTOR-CAUSED DAMAGE AT NO ADDITIONAL ST TO THE OWNER. 5. PERFORM ALL WORK IN A SAFE MANNER. FOLLOW ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. THE NTRACTOR IS WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, OTHER EMPLOYEES, INTRUDERS, AND ANY DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE URSE OF THIS PROJECT. INCLUDE ALL STS ASSOCIATED WITH MPLYING WITH O.S.H.A. REGULATIONS AND THE FLORIDA TRENCH SAFETY ACT IN THE NTRACTOR S BID. 6. NFORM TO THE LATEST EDITIONS OF THE CITY OF JACKSONVILLE LAND DEVELOPMENT PROCEDURES AND STANDARDS AND SPECIFICATIONS FOR ALL MATERIALS AND NSTRUCTION, UNLESS OTHERWISE NOTED. ALL ELEVATIONS SHOWN ARE IN FEET AND ARE BASED ON THE U.S.G.S. NORTH AMERICAN VERTICAL DATUM (NAVD) OF VISIT THE JOB SITE AND REVIEW AVAILABLE GEOTECHNICAL INFORMATION PRIOR TO PREPARING THE BID, FOR THE PURPOSE OF BEMING FAMILIAR WITH THE NATURE AND THE EXTENT OF THE WORK AND SITE NDITIONS, EITHER SURFACE OR SUB-SURFACE (INCLUDING GROUNDWATER NDITIONS), WHICH MAY AFFECT THE WORK TO BE PERFORMED AND THE EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE THE NTRACTOR OF MPLETE PERFORMANCE UNDER THE NTRACT. THE PRICES ESTABLISHED FOR THE WORK TO BE MPLETED WILL REFLECT ALL STS PERTAINING TO THE WORK. ANY CLAIMS FOR EXTRAS BASED ON SUBSTRATA OR GROUND WATER TABLE NDITIONS WILL NOT BE ALLOWED. 8. EXISTING AND UNDERGROUND UTILITIES HAVE BEEN SHOWN FROM THE BEST INFORMATION AVAILABLE. FIELD VERIFY LOCATIONS OF EXISTING UTILITIES AND OTHER IMPROVEMENTS PRIOR TO MMENCING NSTRUCTION. IF A DISCREPANCY IS NOTED, NOTIFY THE OWNER AND ENGINEER AND RESOLVE THE DISCREPANCY PRIOR TO MMENCING NSTRUCTION. EXERCISE EXTREME CAUTION WHILE WORKING NEAR EXISTING UTILITIES. PAY FOR AND REPAIR ALL DAMAGES MADE TO EXISTING UTILITIES OR IMPROVEMENTS. VERIFY ALL GRADES, INVERTS AND TYPE OF MATERIAL OF EXISTING UTILITIES TO BE NNECTED TO. (SUNSHINE ) 9. FURNISH SHOP DRAWINGS TO ENGINEER INDICATING MATERIALS AND MANNER OF INSTALLATION FOR ALL MPONENTS OF THE PROJECT PRIOR TO THE PURCHASE OF MATERIALS AND NSTRUCTION. 10. VERIFY AND PROTECT ALL EXISTING TREES AND NATURAL VEGETATION THAT ARE TO REMAIN UNDISTURBED. CLEAR & GRUB AREAS INDICATED FOR NSTRUCTION AND REMOVE ALL ROOTS AND MISCELLANEOUS VEGETATION EXCEPT SPECIFIC TREES THAT SHALL BE PROTECTED FROM DAMAGE DURING NSTRUCTION WITH THE USE OF TREE BARRIERS. DO NOT OPERATE OR STORE HEAVY EQUIPMENT, NOR HANDLE, NOR STORE MATERIALS WITHIN THE DRIP LINES OF PROTECTED TREES OR OUTSIDE THE LIMITS OF GRADING. A LICENSED TREE SURGEON WILL BE REQUIRED SHOULD MINOR TRIMMING OF PROTECTED TREES BE NECESSARY. 11. MPLY WITH ALL LOCAL DES, OBTAIN ALL PERMITS, AND PAY ALL FEES PRIOR TO BEGINNING WORK. REVIEW AND ADHERE TO ALL PERMIT NDITIONS AND REQUIREMENTS STIPULATED WITHIN PERMITS AND APPROVALS ISSUED BY ALL REGULATORY AGENCIES FOR THIS PROJECT. 23. ALL PIPE LENGTHS ARE APPROXIMATE AND MEASURED TO THE CENTER OF STRUCTURE. ACTUAL LENGTHS MAY VARY. 24. USE DIMENSIONS TO THE MAXIMUM EXTENT POSSIBLE. SCALE DRAWINGS FOR REFERENCE ONLY. 25. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING NSTRUCTION SHALL BE REPLACED IN ACRDANCE WITH JACKSONVILLE STANDARD SPECIFICATIONS. 26. ALL PAVEMENT REPAIR SHALL BE IN ACRDANCE WITH THE CITY OF JACKSONVILLE/FDOT STANDARD DETAILS AND SPECIFICATIONS LATEST EDITION. 27. UNLESS OTHERWISE NOTED, REMOVE AND REPLACE EXISTING PAVEMENT AS PER C.O.J. CASE X (10) PAVEMENT REPLACEMENT DETAIL. DEMOLITION NOTES: 1. ALL DEMOLISHED MATERIALS WILL BEME THE PROPERTY OF THE NTRACTOR UNLESS OTHERWISE DESIGNATED. DISPOSE OF DEMOLISHED MATERIALS OFF THE OWNER S PROPERTY IN A LEGAL MANNER. LIMEROCK MAY BE STOCKPILED FOR REUSE UPON ENGINEER S APPROVAL. 2. REMOVE ALL EXISTING PAVEMENT, BASE URSES, SIDEWALKS, CURBS, S, FOUNDATIONS, ETC. SCHEDULED FOR REMOVAL TO FULL DEPTH. 3. USE WATER SPRINKLING AND OTHER SUITABLE METHODS AS NECESSARY TO NTROL DUST AND DIRT CAUSED BY THE DEMOLITION WORK. SURVEY NOTES: 1. THIS IS A SPECIFIC PURPOSE SURVEY TO SHOW TOPOGRAPHICAL LOCATIONS AS SPECIFIED BY CLIENTS REQUEST. 2. UNDERGROUND UTILITIES, IF PRESENT, WERE NOT LOCATED WITH THIS SURVEY. 3. TO NVERT THE SURVEY ELEVATIONS FROM ITS 1988 NAVD DATUM TO THE 1929 NGVD DATUM, ADD FEET. 1. THE NTRACTOR SHALL MPLY WITH ALL REQUIRED RIGHT-OF-WAY & OTHER PERMITS & APPROVALS (JEA-FDOT-FDEP). 2. THE NTRACTOR SHALL NOT OPEN CUT STREETS IN THE PROJECT AREA UNLESS HE IS SPECIFICALLY PERMITTED TO DO SO. 3. THE NTRACTOR IS RESPONSIBLE FOR OBTAINING A MSUMPTIVE USE PERMIT (C.U.P.) THROUGH THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT SHOULD DEWATERING ACTIVITIES BE REQUIRED. 4. C.O.J. IS TO BE NOTIFIED IN ADVANCE OF NSTRUCTION PER IT S RESPECTIVE PERMIT NDITIONS. 5. ALL WORK SHALL BE IN ACRDANCE WITH BID DOCUMENTS, AND CITY OF JACKSONVILLE STANDARD SPECIFICATIONS AND DETAILS AND ALL APPLICABLE STATE AND LOCAL REGULATIONS. 6. THE NTRACTOR SHALL NOTIFY APPLICABLE UTILITY NTACT PERSONNEL NOT LESS THAN ONE WEEK PRIOR TO NSTRUCTION OF FACILITIES IN THEIR RESPECTIVE AREAS. 7. TREE PROTECTION SHALL BE IN ACRDANCE WITH JACKSONVILLE ORDINANCE DE 656 AND/OR AS DETAILED ON SPECIFIC PLAN SHEETS. NO TRIMMING OF OVERHANGING TREE LIMBS WILL BE ALLOWED. USE SMALLER EQUIPMENT IF NECESSARY. 8. THE NTRACTOR SHALL LOCATE THE DRAINAGE INLET STRUCTURES IN THE PROJECT AREA AND ERECT SEDIMENTATION NTROL DEVICES AS NECESSARY PER THE CITY OF JACKSONVILLE STORMWATER POLLUTION PREVENTION PLAN. 9. NTRACTOR TO ORDINATE WORK WITH OTHER UTILITIES DURING NSTRUCTION. CL PL UD 8" S FM 8" WM BENCHMARK APPROX. LOCATION OF STANDARD PENETRATION TEST (SPT) BORING APPROX. LOCATION OF AUGER BORING CENTERLINE PROPERTY LINE PROPOSED SPOT ELEVATION TOPOGRAPHIC NTOUR SILT BARRIER FENCE CHAIN LINK FENCE SIGN TRAFFIC DIRECTION DEMOLITION PIPE SLOPE STORM DRAINAGE LINE UNDERDRAIN INLET CURB INLET MITERED END SECTION STORM DRAINAGE MANHOLE STORMWATER DIRECTIONAL FLOW SANITARY LINE SANITARY FORCE MAIN SANITARY SEWER MANHOLE CLEANOUT WATER MAIN FIRE HYDRANT GATE VALVE STD. CURB & GUTTER CURB & SPILL GUTTER POWER POLE ELECTRIC NTROL BOX GUY ANCHOR IRON PIPE LAMP POLE MAIL BOX METAL FLAG POLE METAL POST MONITORING WELL WATER METER WATER VALVE WOOD LAMP POST WOOD POWER POLE DIRECTIONAL DRILL ASPH C1 C.L. CB BLDG CDI CHW CMP J NC. CPP DHW DIP E ECB ELEV. EOP EXIST. F.F. F/H GV INV. EL. IP IR L/P L1 LF M/B M. F/P MES MH-1 MP N N.I.C. N.T.S. NWL O.C. PVC R/W RCP REQ D. S S. M/H S/W SL. STR.#1 TBN TOB TOS TYP. UGFO ASPHALT GEOMETRIC CURVE NUMBER CHAIN LINK FENCE BLOCK RNER DROP INLET HEAD WALL RRUGATED METAL PIPE CLEANOUT CITY OF JACKSONVILLE POWER POLE DESIGN HIGH WATER DUCTILE IRON PIPE EAST ELECTRIC NTROL BOX ELEVATION EDGE OF PAVEMENT EXISTING FINISHED FLOOR ELEVATION FIRE HYDRANT GATE VALVE INVERT IRON PIPE IRON ROD LAMP POLE GEOMETRIC LINEAR NUMBER LINEAR FEET MAIL BOX METAL FLAG POLE MITERED END SECTION SANITARY MANHOLE NUMBER METAL POST NORTH NOT IN NTRACT NOT TO SCALE NORMAL HIGH WATER ON CENTER POLYVINYL CHLORIDE PIPE RIGHT-OF-WAY REINFORCED PIPE REQUIRED SOUTH SANITARY MAN HOLE SIDEWALK STREET LIGHT STORM STRUCTURE NUMBER TEMPORARY BENCHMARK TOP OF BANK TOP OF SLOPE TYPICAL UNDERGROUND FIBER OPTIC 12. DISPOSE OF EXCESS MATERIAL IN A LEGAL MANNER OFF THE OWNER S PROPERTY AT NO ADDITIONAL ST UNLESS OTHERWISE NOTED. UGT W UNDERGROUND TELEPHONE WEST 13. IT IS THE NTRACTOR S RESPONSIBILITY TO PROCESS THE "AS-BUILT" DRAWINGS FOR APPROVAL BY THE CITY. "AS-BUILT" DRAWINGS TO THE CITY AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR. THEREFORE, IT SHALL BE THE NTRACTOR S RESPONSIBILITY TO NTRACT WITH A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA FOR THE PREPARATION, FIELD LOCATIONS, CERTIFICATION AND SUBMITTAL OF "AS- BUILT" DRAWINGS IN ACRDANCE WITH CURRENT CITY STANDARDS AND SPECIFICATIONS AND SJRWMD REGULATIONS. W/M W/V WD. L/P WPP WATER METER WATER VALVE WOOD LAMP POST WOOD POWER POLE 14. SUBMIT PIES OF ALL DENSITY TESTING REPORTS TO THE CITY ENGINEER FOR RERD. 15. DIMENSIONS ARE TO THE EDGE OF PAVEMENT, EDGE OF, OR TO FACE OF, UNLESS OTHERWISE NOTED. 16. SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED. MAINTAIN NEWLY GRADED AREAS AND REPAIR AREAS WHERE SETTLING AND EROSION HAVE OCCURRED. DO NOT DISTURB PROTECTED TREES OR WETLANDS AREAS UNLESS OTHERWISE DIRECTED. 17. REPORT DISVERY OF SUBSURFACE NDITIONS DURING NSTRUCTION WHICH DEVIATE FROM THE DATA OBTAINED WITHIN THE GEOTECHNICAL EXPLORATION REPORT TO THE ENGINEER FOR EVALUATION. 18. NEW SPOT ELEVATIONS AND NEW NTOURS REPRESENT FINISHED GRADE, TOP OF SOD MAT AND TOP OF PAVEMENT. 19. VERIFY EXISTING ELEVATIONS AND BENCHMARKS PRIOR TO BEGINNING WORK. NOTIFY THE ARCHITECT/ENGINEER IN THE EVENT OF ANY DISCREPANCIES AND/OR ERRORS OR IF PROBLEMS ARE ENUNTERED DURING NSTRUCTION. 20. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. 21. INSTALL ALL UNDERGROUND UTILITIES PRIOR TO PREPARATION OF SUBGRADE FOR PAVEMENT. 22. REMOVE ANY UNSUITABLE MATERIAL ENUNTERED AND EXCESS SUITABLE FILL MATERIALS FROM THE SITE. THE NTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE MATERIAL AND REPLACEMENT WITH STRUCTURAL FILL. DATE DESCRIPTION REVISIONS DATE DESCRIPTION Bowen Civil Engineering, Inc Gate Parkway, Suite 204 Jacksonville, Florida (904) Florida Professional Engineers License No ENGINEER OF RERD REY BOWDEN, P.E. P.E. LICENSE NO CITY OF JACKSONVILLE DEPARTMENT OF PUBLIC WORKS ENGINEERING AND NSTRUCTION MANAGEMENT DIVISION SITE IMPROVEMENTS WILLOW BRANCH LIBRARY LEGEND AND GENERAL NOTES SHEET NO. C-2 dlabranche 5/13/ :08:16 PM Y:\Projects\ _WillowBranch_Library\Drawings\C-2 GNNTRD01.dgn6 SOUTHERN BELL (18.8) (20.0) (21.9) N BOX ON NC. BENCHMARK X TELEPHONE JUNCTION SET X-CUT ON N. W. RNER ELEVATION USC&G (18.5) Feet (18.3) (20.3) (21.9) (22.14) (20.05) (21.3) (20.38) (19.9) (20.87) (21.71) (21.5) (21.75) 36" OAK (21.3) (22.10) (21.6) (22.37) 18" PALM (21.8) (22.5) (22.0) 6" OAK TOP = (24.24) (23.5) 20" PALM (22.6) 24" PINE 20" SWEETGUM 28" HICKORY (22.07) 24" PINE 6" OAK 8" OAK (23.91) 36" S. M/H (23.4) 30" PALM (24.1) (22.83) (24.1) (24.39) (23.1) (24.32) (24.59) (21.2) (22.24) (21.93) (21.20) (21.80) (21.74) (22.6) (20.94) (21.5) (20.96) (22.1) (24.42) (21.21) (23.1) (22.4) (24.49) (24.48) (23.97) (23.92) (24.73) (24.05) (21.43) (24.72) (24.64) 9"x9" GRATE (24.07) (24.06) (24.20) (24.69) (24.76) (24.66) (22.1) (24.2) (24.75) (21.56) (24.12) (24.27) (24.64) (24.24) (24.59) (24.51) (24.40) (24.41) (24.39) (24.40) (22.5) (24.37) (24.56) (23.4) (24.53) (24.54) (24.44) (21.73) (24.54) (24.33) (24.56) (24.54) (24.04) (24.33) (24.43) (24.40) (23.18) (22.8) (24.54) (23.2) (24.81) (24.48) (24.70) (24.14) (24.40) (20.59) (22.04) (23.04) (20.63) (24.56) (24.49) (24.38) (24.44) (24.49) (24.53) (23.95) (24.48) (23.7) (24.35) (24.29) (22.94) (22.6) (23.2) (24.38) (24.51) (24.06) (22.85) (24.35) (24.04) (23.7) (24.08) (22.27) (24.26) (24.46) (24.57) (23.5) (22.88) (23.1) (24.24) (24.34) (24.32) (22.5) (24.51) (23.7) (24.13) (22.40) (24.53) (24.19) (23.4) (24.07) (24.26) (24.2) (24.03) (24.12) (24.53) (22.68) (23.97) (24.15) (24.15) (23.9) (24.17) (24.25) (24.07) (24.21) (24.13) (24.12) (24.07) (24.20) (24.16) (23.84) (22.83) (23.66) (24.10) (23.7) (24.1) (23.91) (23.96) (23.10) (22.66) (23.23) (23.13) (23.48) (22.81) (22.68) 36" S. M/H BOTTOM = (18.09) E. INV = (18.19) W. INV = (21.09) W. INV = (18.19) (23.88) TRANSFORMER S (23.60) METAL GRATE (24.03) (24.36) (24.36) (24.73) (24.48) (24.45) (24.16) (24.26) (23.7) A/C (24.66) (22.89) (24.49) A/C (24.17) 20" PINE (22.98) SIDEWALK DEMOLITION AREA 12" PALM GAS LINE (23.03) (23.9) (23.90) (23.05) 12" PALM SIGN AREA BENCH MARK X-CUT SET NGVD-29 SIDEWALK DEMOLITION AREA SIDEWALK DEMOLITION GRATE (20.47) (24.77) (24.79) A/C (24.48) (24.58) (24.68) (24.16) 24" PINE STEPS GAS LINE (24.76) (24.73) (24.71) (20.60) 9"x9" GRATE (24.08) STUC PONY WALL BENCH MARK X-CUT SET NGVD-29 (22.88) (24.58) (24.46) (23.9) (24.30) GRATE (20.47) (24.07) (23.46) (23.58) (23.8) 17" PALM (23.98) 17" HOLLY TWIN. (22.90) (22.84) (22.78) (22.76) 28" CEDAR TWIN (22.67) CH ERRY STREET PARK STREET DEMOLITION AREA DATE DESCRIPTION REVISIONS DATE DESCRIPTION Bowen Civil Engineering, Inc. CITY OF JACKSONVILLE 8075 Gate Parkway, Suite 204 Jacksonville, Florida (904) Florida Professional Engineers License No ENGINEER OF RERD REY BOWDEN, P.E. P.E. LICENSE NO DEPARTMENT OF PUBLIC WORKS ENGINEERING AND NSTRUCTION MANAGEMENT DIVISION SITE IMPROVEMENTS WILLOW BRANCH LIBRARY DEMOLITION PLAN SHEET NO. C-3 dlabranche 5/13/2013 1:14:57 PM Y:\Projects\ _WillowBranch_Library\Drawings\C-3 PLANRD01.dgn7 NOTES: 6" 6" 3000 PSI FOUR #4 E.W.O.C. 1. INSTALL ALL CLEANOUTS PER CITY STANDARD DETAIL D-704. SOUTHERN BELL SEE DETAIL BELOW, FOR POND UNDERDRAINS HDPE OR PVC 3" 3" PROPOSED ELEVATION REPLACE EXIST. NC. SIDEWALK N X TELEPHONE JUNCTION BOX ON NC. BENCHMARK INSTALL MES PER CITY STD. DETAILS D-431 AND D-432, INV. EL (18.5) (18.8) (20.0) (21.9) NOTE: TYPICAL FOR ALL HDPE AND PVC BLEEDER AND DRAINAGE PIPES, INLETS AND OUTLETS NOT BELOW THE WATER LINE AND NOT WITHIN WETLAND AREAS. MATCH EXIST. ELEVATIONS REPLACE SIDEWALK Feet SET X-CUT ON N. W. RNER ELEVATION USC&G (18.3) (20.3) (21.9) (22.14) TYPICAL LLAR DETAIL NOT TO SCALE DATE (20.05) (21.3) (20.38) INSTALL 35 LF OF 8" PVC PIPE NNECT TO UNDERDRAIN W/TEES INSTALL 9 LF OF 8" PVC PIPE (19.9) (20.87) INSTALL PVC LLAR, INV. 8" PVC EL (SEE DETAIL THIS SHEET) DESCRIPTION (21.71) (21.5) (21.75) 36" OAK (21.3) INV (22.10) (21.3) (21.6) (18.3) REVISIONS DATE (22.37) 18" PALM (21.8) (22.5) (22.0) 6" OAK DESCRIPTION TOP = (24.24) BOTTOM = (18.09) E. INV = (18.19) W. INV = (21.09) W. INV = (18.19) (23.5) 20" PALM (22.6) 24" PINE 20" SWEETGUM 28" HICKORY (22.07) 24" PINE 6" OAK 8" OAK (23.91) 36" S. M/H (23.4) 30" PALM (24.1) (22.83) (24.1) (24.39) (23.1) (24.32) (23.60) Bowen Civil Engineering, Inc. CITY OF JACKSONVILLE 8075 Gate Parkway, Suite 204 Jacksonville, Florida (904) Florida Professional Engineers License No ENGINEER OF RERD REY BOWDEN, P.E. P.E. LICENSE NO (24.59) (21.2) (22.24) (21.93) (21.20) (21.80) (21.74) (22.6) (20.94) (21.5) (20.96) (22.1) (24.42) (21.21) (23.1) (22.4) (24.49) (24.48) (23.97) (23.92) (24.73) (24.05) (24.72) (24.64) 9"x9" GRATE (24.07) (24.06) (24.20) (24.69) (24.76) (24.66) (24.2) (24.75) (24.12) (24.27) (24.64) (24.24) (24.59) (24.51) (24.40) (24.41) (24.39) (24.40) (22.5) (24.37) (24.56) (23.4) (24.53) (24.54) (24.44) (24.54) (24.33) (24.56) (24.54) (24.04) (24.33) (24.43) (24.40) (23.18) (22.8) (24.54) (23.2) (24.81) (24.48) (24.70) (24.14) (24.40) (20.59) (22.04) (23.04) (20.63) (24.56) (24.49) (24.38) (24.44) (24.49) (24.53) (23.95) (24.48) (23.7) (24.35) (24.29) (22.94) (22.6) (23.2) (24.38) (24.51) (24.06) (22.85) (24.35) (24.04) (23.7) (24.08) (22.27) (24.26) (24.46) (24.57) (23.5) (22.88) (23.1) (24.24) (24.34) (24.32) (22.5) (24.51) (23.7) (24.13) (22.40) (24.53) (24.19) (23.4) (24.07) (24.26) (24.2) (24.03) (24.12) (24.53) (22.68) (23.97) (24.15) (24.15) (23.9) (24.17) (24.25) (24.07) (24.21) (24.13) (21.75) (24.12) (24.07) (24.20) (24.16) (23.84) (22.83) (23.66) (24.10) (23.7) (24.1) (23.91) (23.96) (23.10) (22.66) (23.23) (23.13) (23.48) (22.81) (22.68) INSTALL 125 LF OF 15" RCP PIPE INSTALL 3 SETS OF 70 LF OF 6" S=0.2% (TYP.) PER CITY STD. DETAIL D-701 (19.9) (21.2) INV. EL INV. EL (18.5) (21.5) INV. EL (20.3) (18.8) (20.0) (22.10) 36" S. M/H MATCH EXIST. ELEVATIONS W/CLEANOUT, INV INSTALL 12 LF OF 12" HDPE PIPE INV "x12" GRATE NE. INV W. INV (23.88) GRATE EL TRANSFORMER INSTALL TYPE C INLET, PER CITY STD. DETAIL D-207 GRATE EL NE. INV E. INV W. INV S W/CLEANOUT, INSTALL CATCH BASIN, INSTALL 42 LF OF 12" HDPE PIPE METAL GRATE (24.03) (24.36) (24.36) (24.73) (24.48) (24.45) (24.16) (24.26) (23.7) A/C (24.66) (22.89) MATCH EXIST. ELEVATIONS (24.49) A/C (24.17) 20" PINE MATCH EXIST. ELEVATIONS (22.98) INSTALL 16 LF OF 10" HDPE PIPE INSTALL 10" HDPE TEE W/CLEANOUT, INV INSTALL 16 LF OF 10" HDPE PIPE NNECT W/DOWNSPOUT ADAPTER, INV. 10" HDPE 22.0 REPLACE NC. S/W 12" PALM GAS LINE INSTALL 14 LF OF 10" HDPE PIPE INSTALL CATCH BASIN, 12"x12" GRATE, GRATE EL W/10" HDPE PIPE, 10" HDPE INV INSTALL 6 LF OF 10" HDPE PIPE INSTALL 10" HDPE INV NNECT W/DOWNSPOUT ADAPTER, AT NNECTIONS TO MAIN PIPE, INSTALL 10" HDPE TEE, INV. EL INV. 10" HDPE 22.0 (23.03) (23.9) INSTALL 74 LF OF 12" HDPE PIPE (23.90) ADAPTER, INV. 10" HDPE 22.0 (23.05) INV " PALM SIGN DEPARTMENT OF PUBLIC WORKS ENGINEERING AND NSTRUCTION MANAGEMENT DIVISION INSTALL CATCH BASIN, 12"x12" GRATE, GRATE EL W/10" HDPE PIPE, 10" HDPE INV INSTALL 5 LF OF 10" HDPE PIPE INSTALL 10" HDPE BENCH MARK X-CUT SET NGVD-29 INSTALL 7 LF OF 10" HDPE PIPE NNECT W/DOWNSPOUT MATCH EXIST. ELEVATIONS GRATE (20.47) (24.77) REPLACE NC. S/W (24.79) A/C (24.48) (24.58) (24.68) (24.16) 24" PINE PARK STREET STEPS GAS LINE (24.76) (24.73) (24.71) (20.60) 9"x9" GRATE (24.08) STUC PONY WALL BENCH MARK X-CUT SET NGVD-29 (22.88) (24.58) (24.46) (23.9) (24.30) GRATE (20.47) (24.07) (23.46) (23.58) (23.8) 17" PALM (23.98) INSTALL 7 LF OF 10" HDPE W/CLEANOUT, INV MATCH EXIST. ELEVATIONS 17" HOLLY TWIN. (22.90) (22.84) (22.78) (22.76) 28" CEDAR TWIN (22.67) INSTALL 12 LF OF 10" HDPE PIPE INSTALL 10" HDPE TEE W/CLEANOUT, INV INSTALL 25 LF OF 10" HDPE PIPE INSTALL 10" HDPE TEE W/CLEANOUT, INV INSTALL 22 LF OF 10" HDPE PIPE INSTALL 10" HDPE TEE W/CLEANOUT, INV SITE IMPROVEMENTS WILLOW BRANCH LIBRARY DRAINAGE PLAN CH ERRY STREET SHEET NO. C-4 dlabranche 5/13/2013 3:47:13 PM Y:\Projects\ _WillowBranch_Library\Drawings\C-4 PLANRD02.dgn8 9 10 11 12 13 14 15 Similar documents
TOPOGRAPHICAL SURVEY REPORT - PART OF L.R No. 7413/11 Done on February 2015 at International Union for Conservation of Nature (IUCN) Eastern African Regional Office 01 CHAPTER ONE Checklist Page 2 of 8 More information SECTION 02100 SITE PREPARATION
SECTION 02100 SITE PREPARATION PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and General Provisions of Contract, including General Conditions and Supplementary Conditions and Division 1 through Division More information The checklist utilized by the Authority will be similar to that which is shown below. Project Name: Location: Consulting Engineering Firm:
Page 1 of 6 Section 1. PURPOSE This policy is an Engineering checklist of the Local Review Program for sanitary sewer improvement projects by the Bedford Regional Water Authority ( Authority ). Section More information Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control
Town of Elkton & Cecil Soil Conservation District Checklist for Joint Agency Review Stormwater Management / Erosion and Sediment Control Project Name: Tax Map Parcel: Acreage: Plat: ADC Map & Grid Engineering More information DESCRIPTION OF WORK:
DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works More information SECTION 02530 STORM DRAINAGE STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02530-1 of 5 SECTION 02530 STORM DRAINAGE STRUCTURES 02530.01 GENERAL A. Description Storm drainage structure construction shall include, but not necessarily be limited to, furnishing and installing or More information CHAPTER 17: STORM SEWER STANDARDS. 17.00 Introduction. 17.01 Administration. 17.02 Standards 17.1
CHAPTER 17: STORM SEWER STANDARDS 17.00 Introduction 17.01 Administration 17.02 Standards 17.1 17.00 INTRODUCTION The purpose of this chapter is to provide guidance for the design and construction of storm More information OFFICE OF THE CITY ENGINEER 50 S.
To: OFFICE OF THE CITY ENGINEER 50 S. Broadway Lebanon, OH 45036 Phone: 513-228-3130 Fax: 513-932-2493 dowens@lebanonohio.gov City of Lebanon Development Community Date: March 17, 2003 REVISED April 2, More information Los Angeles County Department Of Public Works. Land Development Division. Bond Calculation Sheets
Los Angeles County Department Of Public Works Land Development Division Bond Calculation Sheets Effective July 1, 2015 COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS LAND DEVELOPMENT DIVISION ROADS COST More information SECTION 08000 STORM DRAINAGE TABLE OF CONTENTS
SECTION 08000 STORM DRAINAGE 08010 DESIGN A. Location B. Sizing TABLE OF CONTENTS 08020 MATERIALS A. Pipe Materials B. Structure Materials C. Installation D. Inlets and Outlets 08030 INSPECTIONS AND TESTING More information SECTION 02221 SELECTIVE DEMOLITION
SECTION 02221 PART 1 -GENERAL 1.01 DESCRIPTION This section includes all material, labor, machinery and supervision required to demolish and remove the following items where applicable and as noted on More information Engineering Department
Engineering Department Site Plan Review Application 1025 31st St SE PO Box 5006 Minot, ND 58702 engineers@minotnd.org (701) 857-4100 Contact Information Developer/Property Owner Address City State Zip More information FY11 Sanitary Sewer Main Rehab and Point Repair Bid Tabulation
644-10-569 Page 1 of 9 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING More information CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT
Page 1 CITY OF VAUGHAN SCHEDULE O LOT GRADING DESIGN FOR RESIDENTIAL DEVELOPMENT CIVIC CENTRE 2141 MAJOR MACKENZIE DRIVE MAPLE ONTARIO L6A 1T1 905-832-2281 Page 2 SECTION 1 - GENERAL OBJECTIVES To provide More information PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE
REGION OF PEEL PUBLIC WORKS DESIGN, SPECIFICATIONS & PROCEDURES MANUAL LINEAR INFRASTRUCTURE Storm Sewer Design Criteria REVISED July 2009 PUBLIC WORKS STORM SEWER DESIGN CRITERIA TABLE OF CONTENTS 1.0 More information VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL
VILLAGE OF LOMBARD CONTRACT DOCUMENT NUMBER ST-09-06 BID PROPOSAL I/We hereby agree to furnish to the Village of Lombard all necessary materials, equipment, and labor, to complete the North Industrial More information ENGINEERING DESIGN GUIDELINES. for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS
ENGINEERING DESIGN GUIDELINES for SUBDIVISIONS OR COMMERCIAL DEVELOPMENTS City of Birmingham Department of Planning, Engineering and Permits Engineering Division Office of the City Engineer 2008 TABLE More information FY08 SEWER POINT REPAIRS BID TABULATION
6-07-831 Page 1 of 12 1 FOR CLEANING AND TELEVISING EXISTING SEWERS, AS SPECIFIED, ANY REQUIRED CLEANING, ANY LOCATION, ANY LENGTH OF SEWER, COMPLETE IN PLACE, FOR VARIOUS PIPE DIAMETERS. A. EXISTING " More information Land Disturbance, Erosion Control and Stormwater Management Checklist. Walworth County Land Conservation Department
Land Disturbance, Erosion Control and Stormwater Management Checklist Walworth County Land Conservation Department The following checklist is designed to assist the applicant in complying with the Walworth More information TREE # 3 CRITICAL ROOT ZONE = 4,536 SF AREA IMPACTED = 50 SF % IMPACTED = 1 % 87.2 80.5 35' BL VALVE IN BOX POP-UP EMITTER 74.7 CLEAN OUT BACKWATER
NOTES: 1. THE INSTALLATION OF EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES SHALL OCCUR PRIOR TO OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES. 2. EROSION AND SEDIMENTATION CONTROL MEASURES More information SECTION 02400 - STORM DRAIN SYSTEM
SECTION 02400 - STORM DRAIN SYSTEM CONTENTS: Part 1 - General... 1 1.01 Work Included... 1 1.02 Related Requirements... 1 1.03 Reference Standards... 1 1.04 Quality Assurance... 1 1.05 Measurement And More information Close-Out Documents... 9
Water and Sanitary Sewer Service Connection Requirements Service Connection Requirements... 1 Application for Services... 2 Water Meter Application... 2 Wet Tap/Tie-in Connection Requirements... 3 Meter More information SECTION 33 41 13 PUBLIC STORM UTILITY DRAINAGE PIPING
SECTION 33 41 13 PUBLIC STORM PART 1 - GENERAL 1.01 SECTION INCLUDES A. Storm drainage piping, fittings, and accessories at proposed station areas and locations other than under and immediately adjacent More information SANITARY SEWER SPECIFICATIONS
SANITARY SEWER SPECIFICATIONS OCTOBER 2003 HARVEST-MONROVIA WATER, SEWER, AND FIRE PROTECTION AUTHORITY SECTION 1.00 1.10 Purpose The purpose of this document is to assemble the sewer specifications, policies, More information A. Structures Quantity Item Price Cost @ $3,500 EA
PRINCE WILLIAM COUNTY Department of Development Services Land Development Division UNIT PRICE LIST (Performance Bonds, Landscaping Escrows, and Siltation & Erosion Control Escrows) Revised: November 17, More information Bond Release Process for New Subdivision Developments in Fairfax County
Bond Release Process for New Subdivision Developments in Fairfax County An Overview for Homeowners Associations A Fairfax County, Va., publication April 2009 For more information or to request this document More information SECTION 31 20 00 EARTH MOVING
SECTION 31 20 00 PART 1 - GENERAL 1.01 DESCRIPTION A. This Section describes the requirements for excavating, filling, and grading for earthwork at Parking Structure, new exit stair and as required to More information CHAPTER 1181 Improvements
139 CHAPTER 1181 Improvements 1181.01 Performance bond; 1181.07 Street name signs. construction plans; 1181.08 Street lighting. improvements. 1181.09 Improvements bond. 1181.02 Monuments. 1181.10 Maintenance More information CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST
CITY OF ANN ARBOR PUBLIC SERVICES PLAN REVIEW CHECKLIST NOTE: The following list shall only be used as a guide and shall not be used in lieu of the specifications found in the CITY OF ANN ARBOR PUBLIC More information Preliminary Design Report Clay County, Florida Carpet n Drapes Culvert Repair and Rehabilitation July 21, 2006
Clay County, Florida Carpet n Drapes Culvert Repair and Rehabilitation July 21, 2006 1.0 Background and Repair and Rehabilitation Recommendation Clay County has contracted Camp Dresser & McKee Inc. (CDM) More information SITE IMPROVEMENT PLANS CHECKLIST
REVIEW SERVICES TEAM SITE IMPROVEMENT PLANS CHECKLIST (Also for SITE DEVELOPMENT PERMIT applications) GENERAL REQUIREMENTS This checklist applies to commercial building site work involving engineering, More information The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08
The Bond Release Process for New Subdivision Developments: An Overview for Homeowners Associations DRAFT 6-4-08. Revised 9-25-08 Fairfax County requires developers to post a performance bond if they are More information Goal READING AND INTERPRETING SITE PLANS. Learn to identify key aspects of a sound and viable site plan. Learn what elements compose a site plan
READING AND INTERPRETING SITE PLANS Goal Learn to identify key aspects of a sound and viable site plan Presented by: Glenn D. Cooley, PE E&M Engineers and Surveyors, PC PO Box 159 Springville, NY 14141-0159 More information SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES. 1. Trench excavation, backfill, and compaction; Section 02250.
02150-1 of 6 SECTION 02150 REMOVAL OR ABANDONMENT OF EXISTING 02150.01 GENERAL A. Description Removal or abandonment of existing utilities and underground structures shall include, but not necessarily More information SECTION 7- STORM SEWER
SECTION 7- STORM SEWER 7.1. STORM SEWERS.... 7-1 7.2. SUMP DRAINS... 7-3 7.3. CATCH BASINS... 7-3 7.4. MANHOLES... 7-4 7.5. STORM SEWER CALCULATIONS... 7-4 7.6. CULVERTS AND BRIDGES... 7-5 7.7. OPEN CHANNELS... More information Table 4.9 Storm Drain Inlet Protetion Applicable for
BMP C220: Storm Drain Inlet Protection Purpose To prevent coarse sediment from entering drainage systems prior to permanent stabilization of the disturbed area. Conditions of Use Type of Inlet Protection More information DEPARTMENT OF DEVELOPMENT SERVICES PLANNING FEES AND COSTS Revised 10/26/2012
ZONING DEPARTMENT OF DEVELOPMENT SERVICES PLANNING FEES AND COSTS Revised 10/26/2012 [ ] PD Sketch Plan with phasing plan $2,000 plus $20/acre over 5 acres Retainer - $1,500 [ ] PD Preliminary Site Plan More information City of Hilshire Village Pine Creek Ln Reconstruction
City of Hilshire Village Pine Creek Ln Reconstruction OVERVIEW The City will be soliciting bids for the Pine Creek Reconstruction Project with construction scheduled to begin in January 2015. This project More information PLANNED UNIT DEVELOPMENT & SIDEWALK WAIVER REQUEST STAFF REPORT Date: November 7, 2013
PLANNED UNIT DEVELOPMENT & SIDEWALK WAIVER REQUEST STAFF REPORT Date: November 7, 2013 NAME LOCATION Audubon Properties, LLC. 4700 & 4960 Dauphin Island Parkway West side of Dauphin Island Parkway, 580 More information SUBDRAINS AND FOOTING DRAIN COLLECTORS. A. Construct subdrains, subdrain cleanouts and outlets, and footing drain collectors.
SUBDRAINS AND FOOTING DRAIN COLLECTORS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Subdrains B. Subdrain Cleanouts and Outlets C. Footing Drain Collectors D. Storm Sewer Service and Connections 1.02 DESCRIPTION More information DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL
DIVISION 2 - SEWERAGE AND DRAINAGE SECTION 02720 - STORM DRAIN SYSTEMS PART 1 - GENERAL 1.01 DESCRIPTION A. Furnish and install all storm drains, including manholes, inlets, service lines and other appurtenant More information City of La Quinta Public Works Department - Storm Drain Plan Review Checklist
Tract or Parcel Project Name PCN Checked By Date City of La Quinta Public Works Department - Storm Drain Plan Review Checklist SUBMITTAL REQUIREMENTS Approved Tentative Tract Map Conditions of Approval More information PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates More information CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN TEMPLATE The following template may be used as a general guide for development of a Stormwater Pollution Prevention Plan (SWPPP) for construction activities. More information UNIT PRICE LIST January 2009
UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only More information City of Valdosta Land Development Regulations. Table of Contents
TITLE 1 ADMINISTRATION Chapter 102 General Provisions 102-1 Title 102-2 Purpose 102-3 Authority 102-4 Jurisdiction 102-5 Application of Ordinance 102-6 Relationship to Existing Ordinances 102-7 Powers More information CONSTRUCTION PERMIT REQUIREMENTS
CONSTRUCTION PERMIT REQUIREMENTS Any work to be done in the City right-of-way (ROW), in a utility easement, and certain work on private property, requires an Engineering Inspection Permit from the Department More information SECTION 6A STORM DRAIN DESIGN Mar. 2002 S E C T I O N 6A STORM DRAIN - DESIGN
S E C T I O N 6A STORM DRAIN - DESIGN 6A.l Scope 6A.2 Storm Water Quantity 6A.3 Storm Drain Hydraulics 6A.4 Depths 6A.5 Locations 6A.6 Curved Storm Drains 6A.7 Manholes 6A.8 Catch basins 6A.9 Storm Drain More information TABLE OF CONTENTS. Manhole, Frame, and Cover Installation (includes Drop Manhole) Additional Manhole Depth
TABLE OF CONTENTS NO. MP-1 MP-2 MP-3 MP-4 MP-4.01 MP-4.02 MP-4.03 MP-5 MP-5.01 MP-5.02 MP-5.03 MP-5.04 MP-5.05 MP-5.06 MP-5.07 MP-5.08 MP-5.11 MP-5.12 MP-5.13 MP-5.14 MP-5.15 MP-5.16 MP-5.18 MP-5.19 MP-5.20 More information Index. protection. excavated drop inlet protection (Temporary) 6.50.1 6.51.1. Block and gravel inlet Protection (Temporary) 6.52.1
6 Index inlet protection excavated drop inlet protection (Temporary) 6.50.1 HARDWARE CLOTH AND GRAVEL INLET PROTECTION Block and gravel inlet Protection (Temporary) sod drop inlet protection ROCK DOUGHNUT More information SECTION 5: SANITARY SEWER SYSTEM DESIGN
SECTION 5: SANITARY SEWER SYSTEM DESIGN 5.01 GENERAL Sanitary sewer improvements shall be designed to serve the ultimate level of City development as defined in the General Plan and the Wastewater Facilities More information Engineering Specifications February, 2004 Schedule H to Bylaw 7452, Subdivision Bylaw Page 18
Schedule H to Bylaw 7452, Subdivision Bylaw Page 18 3.4 Sanitary Sewers 3.4.1 Materials 3.4.1.1 The class and type of pipe and fittings, together with required class of bedding and trench widths, shall More information City of Shelbyville Site Inspection Checklist
City of Shelbyville Site Inspection Checklist General Information Project Name: KYR10 Permit Number: Date: Project Location: Contractor: Conractor Representative: Inspector's Name: Title: Signature : Weather More information UNIVERSITY OF WASHINGTON Facilities Services Design Guide. Civil. Topographical Survey. Design Evaluation. Construction Submittals
This section applies to design standards and procedures involved in the field location and plotting of all natural objects and surface improvements. This section also includes the requirements for submittal More information New Road 11.0m Asphalt 23m ROW
New Road 11.0m Asphalt 23m ROW Granular A - 150 mm sq. m. $5.35 $69.53 Granular B - 300 mm sq. m. $7.35 $95.54 Concrete Curb and Gutter m. $44.67 $89.34 HL3 Asphalt - 40 mm sq. m. $7.66 $84.23 HL 4 or More information CD i -STREETS- Detail #
-STREETS- Detail # 3000 Vertical Curb, Gutter and Sidewalk 3010 Low-Profile Curb, Gutter and Sidewalk 3020 Rolled Curb, Gutter and Sidewalk 3030 Separated Sidewalk, Curb & Gutter 3040 Sidewalk Staged Construction More information Section 2100-Trenching and Tunneling
SECTION 5200 - STORM SEWER PART 1 - GENERAL 1.01 SCOPE: This Section covers installation of storm sewer mains and culverts. Topics include permits and fees, trench widths, pipe laying, bedding, initial More information Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL
155 E. Front Street (rear) Lititz, PA 17543 Phone (717) 625-1930 Fax (717) 625-1931 Bethel Township Municipal Authority (BTMA) RESIDENTIAL SEWER CONNECTION MANUAL CONSTRUCTION SPECIFICATIONS AND DETAILS More information CLACKAMAS COUNTY ZONING AND DEVELOPMENT ORDINANCE
1008 STORM DRAINAGE (3/24/05) 1008.01 PURPOSE To minimize the amount of stormwater runoff resulting from development utilizing nonstructural controls where possible, maintain and improve water quality, More information Basic Elements of Reading Plans
Center for Land Use Education and Research at the University of Connecticut Basic Elements of Reading Plans University of Connecticut. The University of Connecticut supports all state and federal laws More information SEWER LINE EXTENSION DESIGN CHECKLIST
SEWER LINE EXTENSION DESIGN CHECKLIST SWLE# Utilities Staff Date DISCLAIMER - This checklist is provided to Consulting Engineers for the express purpose of assisting them in compiling design plans for More information DEVELOPER S GUIDE FOR SUBDIVISON & INFRASTRUCTURE DESIGN REVIEW PROCESS
DEVELOPER S GUIDE FOR SUBDIVISON & INFRASTRUCTURE DESIGN REVIEW PROCESS This guide is provided to assist engineers, architects, developers and developer s representatives with the City and related elements More information STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION
STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Design Criteria Drainage Area The drainage area for storm drain inlets shall not exceed one acre. The crest elevations of these practices shall More information SOLD. Lot 1. 1 Mile: Population: 10,200 Median HH Income: $33,100. 3 Mile: Population: 80,200 Median HH Income: $34,900
Walmart Outparcels For Sale College Station, TX Store # 1150 1815 Brothers Blvd FM 2818 W SOLD Texas Ave S/ Hwy 6 Longmire Dr Brothers Blvd Lot 1 For more information about this site, contact: Lot 1: ±2.41 More information LS 2540 SEWER LATERALS AND INSPECTION TEES
LS 2540 SEWER LATERALS AND INSPECTION TEES A. Summary B. Submittals C. Site Information D. Sewer Pipe and Fittings E. Lateral Locations F. Lateral Installation G. Inspection Tee Installation H. Removal More information ORDINANCE NO. 2013 -
ORDINANCE NO. 2013 - AN ORDINANCE OF BREVARD COUNTY, FLORIDA AMENDING CHAPTER 62, LAND DEVELOPMENT REGULATIONS SECTION 62-2891, LOT DRAINAGE, AND CHAPTER 22 BUILDINGS AND BUILDING REGULATIONS, SECTION More information CHAPTER 5. Storm Sewer
CHAPTER 5 Storm Sewer A. Introduction All proposed developments shall have a properly designed and constructed storm water conveyance system. This chapter deals only with the conveyance system. Storm water More information 1.0 INDEX TO SHEETS URGENT STORM DAMAGE REPAIR AVON PARK AIR FORCE RANGE LOCATION MAP LEGEND LOCATION MAP
5 INDEX TO SHEETS. NOTES AND TYPICAL SECTIONS. H. R. SMITH RD.CULVERT.3 0/5 END BARRIER ACCESS ROAD REPAIR. KISSIMMEE RD. AT MORGAN HOLE CR. ROAD REPAIR.5 RANGE INFRASTRUCTURE REPAIR N 0 000' 3 0,000' More information SITE-SPECIFIC BEST MANAGEMENT PRACTICES (SSBMP) PLAN/STORM WATER POLLUTION PREVENTION PLAN (SWPPP) REVIEW CHECKLIST
This checklist may be used by applicants for encroachment permits, and contractors in development of Site Specific Best Management Practice (SSBMP) Plans or Storm Water Pollution Prevention Plans (SWPPP) More information City of Balch Springs, Texas. Request for Proposal (RFP 2016-2-15) Pipe Bursting Sewer Line Replacement
City of Balch Springs, Texas Request for Proposal (RFP 2016-2-15) Pipe Bursting Sewer Line Replacement Balch Springs is a city in Dallas County, Texas, United States. It is a suburb of Dallas and part More information STORMWATER MANAGEMENT CHECKLIST
STORMWATER MANAGEMENT CHECKLIST *This checklist must be completed and part of the Land Disturbing Permit submittal for review if the acreage disturbed is one (1) acre or more: I. SUPPORTING DATA Narrative More information Plan Preparation Guide. Chapter 9
Plan Preparation Guide Chapter 9 Drainage Structures R.C. Box Culverts Ditches - Gutters - Curbs Section Description Page 1 Plans for Hydrology 9-1 2 Catch Basin Types and Uses 9-2 3 Drop Inlet Types and More information A. Describe the existing drainage patterns on-site as shown on Map I, including any potential flooding and erosion problems.
19. STORMWATER MANAGEMENT A. Describe the existing drainage patterns on-site as shown on Map I, including any potential flooding and erosion problems. The majority of the approximately ±500 acre Property More information Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer More information City of Greensboro North Carolina
City of Greensboro North Carolina Engineering and Inspections Department Construction Drawings Approval Process MAY 2016 Do You Need This Manual? May 2016 To: Engineers, Surveyors, Architects, Developers More information Developer s/consultants Field Services Guidelines
Developer s/consultants Field Services Guidelines 2007 Engineering and Works Department DEVELOPER S/CONSULTANT S FIELD SERVICES GUIDELINES Fourth Electronic Edition February 2007 STATEMENT OF COMPLETION More information ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS. for (PVC) SANITARY SEWER MAIN CONSTRUCTION
ARTICLE VI (ALTERNATE) STANDARD SPECIFICATIONS for (PVC) SANITARY SEWER MAIN CONSTRUCTION VI(A).1 General VI(A).2 Materials and Equipment VI(A).3 Installation of Sanitary Sewer Mains VI(A).4 Laying of More information CITY OF FARMERSVILLE, TEXAS
CITY OF FARMERSVILLE, TEXAS MANUAL FOR THE DESIGN OF WATER AND SANITARY SEWER LINES Subdivision Ordinance #2007-08 Exhibit B February 13, 2007 TABLE OF CONTENTS Description Page No. General... 1 Water More information San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS
San Antonio Water System Standard Specifications for Construction ITEM NO. 854 SANITARY SEWER LATERALS 854.1 DESCRIPTION: This item shall govern sanitary sewer laterals installed in accordance with these More information BUILDING PERMIT APPLICATION APPLICABLE TO CITY LIMITS AND ETJ CHAPTER 18, General
BUILDING PERMIT APPLICATION APPLICABLE TO CITY LIMITS AND ETJ CHAPTER 18, General Property Address: Property Owner: Lot: Block: Subdivision: Lot Size: Scope of Work: Note: Please attach copies of all general More information Demo Existing Curb Demo Existing Asphalt Roadway Demo Asphalt Saw Cutting Protection Fence - 4 Snow Fence with T posts
SECTION 00300 BID FORM S For additions and deletions to the Contract, the following unit prices shall be applicable for the specific items listed. Unit Prices shall be complete, in place including required More information SECTION 33 31 00.11 GRAVITY SANITARY SEWERS
SECTION 33 31 00.11 GRAVITY SANITARY SEWERS PART 1: GENERAL 1.01 SCOPE A. Gravity sanitary sewers and appurtenances. 1.02 SUBMITTALS A. Conform to requirements of Section 01 33 00 Submittals. B. Submit More information Stormwater/Wetland Pond Construction Inspection Checklist
: Construction Inspection ChecklistsTools Stormwater/Wetland Pond Construction Inspection Checklist Project: Location: Site Status: Date: Time: Inspector: SATISFACTORY/ UNSATISFACTORY COMMENTS Pre-Construction/Materials More information DESIGN AND CONSTRUCTION GUIDELINES AND STANDARDS DIVISION 33 UTILITIES 33 00 00 SITE UTILITIES
SECTION INCLUDES Domestic Water Fire Water Service Water Well Sanitary Sewer Storm Drains Foundation Drainage RELATED SECTIONS 03 30 00 Concrete 21 00 00 Fire Suppression - Sprinklers 22 00 00 Plumbing More information CITY OF SAN ANTONIO. Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03
CITY OF SAN ANTONIO Issued By: Transportation and Capital Improvements Date Issued: February 10, 2016 ID NO.: 23-01472-05-03 (010) FORMAL INVITATION FOR BIDS (IFB) to CONTRACT 2016-2017 TASK ORDER CONTRACT More information Residential Building Permits Information
City of Bonham Building Department 514 Chestnut St. Bonham, Texas 75418 OFFICE: (903) 583-7555 FAX: (903)583-5761 Residential Building Permits Information Application for Permits: To apply for a permit, More information Electronic Signature and Fee Payment Confirmation
Jeff Levine, AICP, Director Planning & Urban Development Department Electronic Signature and Fee Payment Confirmation Notice: Your electronic signature is considered a legal signature per state law. By More information Annual Standards and Specifications. Erosion and Sediment Control
Annual Standards and Specifications for Erosion and Sediment Control January 2012 Version: September 15, 2009 INTRODUCTION Virginia Commonwealth University (VCU), Annual Standards and Specifications for More information MDWASD 8/1999 SECTION 02315 TRENCHING AND BACKFILLING FOR PIPING SYSTEMS
PART 1 - GENERAL 1.01 WORK INCLUDED SECTION 02315 TRENCHING AND BACKFILLING FOR PIPING SYSTEMS A. The work included under this Section consists of excavating, backfilling and compaction as required for More information MTA UNIVERSAL STATION PEDESTRIAN BRIDGE Los Angeles, CA. Project Manual and Specification 100% PE SUBMITTAL TABLE OF CONTENTS
Los Angeles, CA Project Manual and Specification DIVISION 1 GENERAL CONDITIONS 01 01 10 STATEMENT OF WORK 01 11 00 SUMMARY OF THE WORK 01 14 05 METRO (OWNER) - DIRECTED STOPPAGES 01 20 00 PRICE AND PAYMENT More information SECTION 6 SANITARY SEWER MAIN 6.01 SCOPE
6.01 SCOPE The work covered by this section of the specifications consists of the furnishing of all plant, labor, materials, equipment and supervision and performing all operations involved in the construction More information State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary More information Guidelines for Fiber Optic Cable Permits
Guidelines for Fiber Optic Cable Permits NOVA District (Fairfax/Arlington) Permits www.virginiadot.org/business/fairfax-permits-main.asp Email: NOVAFairfaxPermits@VDOT.Virginia.gov 14685 Avion Parkway More information City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014
City of Virginia Beach Public Utilities HRPDC Regional Construction Standards, 5 TH Edition Amendments May 19, 2014 Section Subsection Name Date Modification Division 1 All subsections General Provisions More information CITY OF COLTON PUBLIC WORKS/ENGINEERING DEPARTMENT STORM DRAIN PLAN REVIEW CHECKLIST (PROVIDE SEPARATE ON-SITE & OFF-SITE STORM DRAIN PLAN SETS)
CITY OF COLTON PUBLIC WORKS/ENGINEERING DEPARTMENT STORM DRAIN PLAN REVIEW LIST (PROVIDE SEPARATE ON-SITE & OFF-SITE STORM DRAIN PLAN SETS) PROJECT NAME: TRACT, PARCEL MAP OR PROJECT ID NO. PLAN ED BY: More information Site Plan Approval Process & Application Packet
Site Plan Approval Process & Application Packet Application packet includes the following: Site Plan application form (must be complete) Design Standards checklist Site Plan Drawing Checklist Application More information Chapter 2 PLAN AND PLAT REVIEW PROCESS
www.cityofknoxville.org/engineering/ Chapter 2 PLAN AND PLAT REVIEW PROCESS 2.1 Overall Sequence for Large Projects The overall sequence of major development and redevelopment projects will generally follow More information City of Mandeville. Guidelines for Construction and Development
City of Mandeville Guidelines for Construction and Development 1 Application for Permitting Requirements The following items must accompany any application for a permit for the construction of single family More information CITY OF HILSHIRE VILLAGE NEW HOUSE AND HOUSE ADDITION PLAN SUBMITTAL CHECK LIST ADDRESS: DATE:
CITY OF HILSHIRE VILLAGE NEW HOUSE AND HOUSE ADDITION PLAN SUBMITTAL CHECK LIST "THE FOLLOWING CHECKLIST IS ONLY A SUMMARY THAT IS PROVIDED FOR THE APPLICANT'S BENEFIT; HOWEVER, FULFILLING THE REQUIREMENTS More information 2016 © DocPlayer.net Privacy Policy | Terms of Service | Feedback