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HomeMy WebLinkAbout0150.02 Building PlansSITE PLAN N 890 1 X1'33" E 1354.79' Existing pavement, sidewalks curbs driveways, electrical transformer, ditches, drainage pipes and structures, fences, lowns, trees, bushes, mailboxes, signs, power poles etc., to remain shall be protected from damage by the contractor. Any damage during construction shall be restored, reconstructed or replaced by the contractor at his expense. All damages shall be restored or replaced to a new condition or as required or dictated by Federal, State, County, City or Local agencies. All dimensions of pavements are to edge of finish pavement or face of curb unless otherwise noted. All dimensions are parallel and perpendicular to the base lines, property lines and or building lines unless other— wise noted. It is the contractor's responsibility to notify all the utility companies and departments 72 hours before construction is to start to verify any utilities that may be present on site. All verifications, locations, size and depths shall be made by the appropriate utility companies or depart— ments. When excavating around or over existing utilities, the contractor must notify the utility company so a re— presentative of the utility can be present during the excavation to instruct and observe during the excavation. Inv E 875.55 Inv NW 875-65 GENERAL NOTES The utilities indicated on these plans and on the survey may not be a complete inventory of all the existing util— ities present on and aro.lnd this site. The locations and size of these utilities are approximate. This information was gathered or supplied from others and used by the architect and or engineer and may not be actual. The architect and or engineer may not be held liable for any incorrect or misleading utility information indicated, implied or not indicated on these plans. The contractor shall verify all dimensions and elevations in the field before the start of construction. The con— tractor shall be responsible for all field dimensions and elevations during the entire construction schedule. If any discrepancies are found on the engineering plans or landscape plans from actual field conditions the con— tractor shall contact the A/E immediately. If any dis— crepancies are found on the survey plan or from actual field conditions the contractor- shall contact the A/E immediately for instructions. All contractors but not limited to the excavating con— tractor or contractors must take particular care when excavating in and around existing utility lines and equip— ment. Actual field locations of all the existing utilities are the contractors responsibilty and must be located either by the representive of the utility company or by a private underground utility locating company . prior to the start of excavating. Verify minimum cover requirements by the utility contractor or contractors or agencies whomever utility companies or agencies whomever has jurisdication so not to couse damage. Inv E 874.96 Inv W 875.01 Inv N 874.99 All proposed spot elevations are the final top of pave— ment, top of curb or final grade elevation. To determine the subgrade elevation required below a proposed finished elevation, see the appropriate detail. Heavy construction and equipment traffic may create pumping and general deterioration of the shallower soils if excess surface and subsurface water is present. Proper precautionary steps must be token during the entire construction schedule to alleviate such damage. All construction methods and materials must conform to current standards and specifications of the Federal, State, County, City or Local requirements, whichever has juris— diction. All excavated areas not covered by other improvements shall be seeded or sodded after final grading unless otherwise noted. Provide positive drainage in all areas without ponding water. Corrections shall be mode if necessary. Trenches for all utilities shall be backfilled completely with approved engineered granular material suitable to the A/E. See the appropriate details and the specifi— cations for the approved materials. PLAN NOTES Ot SAWCUT A JD REMOVE E;KIST-ING CONCRETE CURB AS NOTED ANDREMOVE OFFSITE (DSAWCUT A 41) REMOVE EXISTING PERIMETER DRAINAGE BED CURBING AS NOTED AND REMOVE C�=FSITE O3 REMOVE E :ISTING DRA1`,AGE STRUCTURE AND DISPOSE OF OFFSITE. SALVAGE EXISTING) LUJMhNUM GRATE AND TURN OVER TO OWNER O4 SAWCUT E :ISTING CONCRETE SLAB OR SIDEWALK IN AREAS OF NEW CONSTRUCTION AND REMO /E OFFSITE �5 CUT AND REMOVE EXISTLNG GRAIN LINES NOT SHOWN TO REMAIN. REPAIR AND PROTECT PORTIONS TO BE MAINTAINED © INSTALL NEW 6" PERFORATED DRAIN LINES AS SHOWN. MAINTAIN 1% SLOPE MIN. IN NEW DRAIN LINE- IN DIRECTI N AS SHOWN. CONNECT TO EXISTING STRUCTURES OR DRAIN LINE 3 AS NOTED_ CONNECTIONS AT STRUCTURES SHOULD BE GROUTED AROUND PI -"E SOLID. SEE DETAIL #3&4, SHT. G4.1 0 REMOVE E;;iSTING CURS INLET AND FRAME CASTINGS. INSTALL NEENAH R-3405 INLET FRAN'E AND GRATE AT THE SAME RIM ELEV.. REBUILD OR REPLACE EXISTING STRUCTUR:= ;';S REQUIRED TO ACCEPT NEW FRAME AND GRATE AND TO MEET EXISTING GRADES. R =PAIR ASPHALT PAVING AS REQUIRED. ® INSTALL 12' RCP DRAIN P:PE AND RELOCATE AND INSTALL EXISTING INLET REPLACE h,,I_ET IF EXISTING IS DAMAGED AND UNACCEPTABLE TO ARCHITECT. O INSTALL CC `�'PACTED STONE AGGREGATE BASE IN STAGING AREA AGGREGATE TO TAPER FRCA THICK ALONG WEST EDGE TO 12" THICK WHERE IT ABUTS EXISTING ASPHALT. S _1= DETAIL #10, SHT. G4.1 10 INSTALL 6'f 'r�I � TEMPC;P_-;RY%HAiN LINK FET.: "iG i�LONIG PERIMEI ER OF `STAGING AREA AS NOTED.:>L.E SPEC SECTION 1500 TEMP. FACILITIES FOR MORE INFORMATION. 11 INSTALL 16' NIDE TEMPORARY CHAIN LINK GATE (8' GATE LEAFS) IN STAGING AREA PERIMETER FENCING AS NOTED. SEE DETAIL #21, SHT. G4.1 12 FINE GRADE AND SOD DISTURBED LAWN AREAS AROUND BUILDING PERIMETER 13 FINE GRADE SEED AND HYDROMULCH DISTURBED LAWN AREAS SURROUNDING CONSTRUCT ION STAGIN 3 AREA. INSTALL EROSION CONTROL BLANKET ON SLOPES OF 5:1 OR GREATER PER !AANUFACTURERS RECOMMENDATIONS 14 SAWCUT AND REMOVE EDCISTING ASPHALT PAVING 15 REPAIR EXISTING LANDSCAPING AND DRAINAGE SYSTEMS DISTURBED DURING CONSTRUCT ON ACTIVITIES 16 INSTALL EROSION CONTROL SILT FENCE IN AREAS TO MINIMIZE MOVEMENT OF SOIL INTO DF AINAGE WAYS OR OFFSITE. SEE DETAIL #5, SHT. G4.1 17 INSTALL GRAVEL INLET FILTER TO MINIMIZE SOIL RUNOFF INTO DRAINAGE SYSTEM SEE DETAIL 13, SHT. G4.= 18 INSTALL STR;W BALE INLET PROTECTION. SEE DETAIL #1, SHT. G4.1 19 INSTALL FOU JDATION DF'.AIN SEE DETAIL #4, SHT. G4.1 20 REMOVE ANC KELOCATE EXISTING GATE TO NEW LOCATION AS NOTED. 21 RELOCATED GATE. REPfiJNT IN COLOR AS SELECTED BY ARCHITECT 22 RELOCATE E,"ISTING INL,IET AND STRUCTURE. 23 INSTALL PAW HENT SUB -DRAIN AT DRAINAGE STRUCTURES AS NOTED SEE DETAIL #), SHT. G4.11 24 INSTALL CONt',RETE STOOP. SEE STRUCTURAL 25 INSTALL ASP[ ALT PAVING AND REINFORCED ASPHALT EDGE. SEE DETAILS # 7&8, SHT. G4.1 26 REMOVE EXISTING STRUCTURE AND OR PIPING 27 CONSTRUCT( ONCRETE RAMP FOR PEDESTRIAN & VEHICULAR ACCESS. SEE DETAIL # 17, SHT. G4-1 28 CONSTRUCT 6" STANDING CURB. SEE DETAIL 4 13, SHT. G4.1 29 RELOCATE EX STING LIG.-iT FIXTURE. SEE ELECTRICAL SITE PLAN ® CONSTRUCT N ONOLITHIC CURB AND SIDEWALK, SEE DETAIL # 12, SHT. G4.1 3t CONSTRUCT 4 THICK CONCRETE SIDEWALK, SEE DETAIL # 15, SHT. G4.1 It is the responsibility of t[ e contractor to inspect each day and remove all mud, cart, grovel and loose materials tracked, dumped, spilled or wind L)iown from this site onto other sites, right of v. oys, public or private streets or roads, driveways, yards )r side�wolks. The contractor must clean or pick up doil;- if ne(--essary_ The contractor shall reduct the airborne dt.ist dur-ng the entire con— struction schedule. Water -nay be used as a reducer. The contractor shall be r< sponsiible to provide at his expense all automobile ar d pedestrian traffic control devices required by Federol, Sta! e, County, City or Local agencies. It shall be the the respor. ;ibility of the contractor to verify with each utility company and or agent to who is responsible to remove, relocate and or modify such utiiiities existing or proposed. It further shall ')e the responsibility of the contractor to bear the co,;t for removal, relocation or termination of utilities if the responsibility is not covered by the utility company.. It is the responsibility of the contractor or contractors to obtain all Federal, State, County_, City, and Local permits for any and all work required including IDEM and erosion control unless otherwise noted. The contractor or contractors or --e responsible to pay for all required permits by am or c:A agencies mentioned above unless otherwise noted by the contract or specifi— cations. IBJ O I W H o a } uJ 3 O 0 Z Z Z a LL } m O O O Q } 0- 0 V H 0 N a Z C � U 25E ✓a 0 0 N o' w m w 0 Z Iii H O TOWNE MEADOW 201112.00 W Q 0 Z 0 Z O 10) W ir T7 T'� 0 r H 0 N a Z C � U 25E ✓a 0 0 N o' w m w 0 Z Iii H O TOWNE MEADOW 201112.00 W Q 0 Z 0 Z O 10) W ir T7 T'� 0