Loading...
HomeMy WebLinkAbout1000-114.-6-2 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION Ten 250 VETERANS MEMORIAL HIGHWAY hauppaugE, NEW YORK 11788 www. dot.state.ny, us SUBIMAL CHAKRABORTI, REGIONAL DIRECTOR THOMAS J. MADISON, JR. ACTING COMMISSIONER October 13, 2005 Mr. Wiliiam J. Lahti, P.E. Lahti Engineering and Environmental Consulting, P.C. 207 Hallock Road, Suite 212 Stony Brook, NY 11790 Your September 30, 2005 Submission Mattituck High School Site Plans Dated 5/10/05, Last Revision 9/28/05 Route 25, Mattituck SCTM# 1000-114-6-2 Our Case No. 05-179P Dear Mr. Lahti: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): Waived for Public School District Bond Amount: $20,000.00 Insurance Fee: $150.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, ~gina! Signed By shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer 1II Traffic Engineering and Safety CC: Mr. Peter Harris, Superintendent of Highways, Town of Southold -./Ms. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW Tel. (631) 751-6433 Fax: (631) 751-6434 Lahti Engineering and EnvironmentalCor6ulting, P.C. 207 HALLOCK ROAD, SUITE 212 STONY BROOK, NY 11790 July 18, 2005 Via overnight mail Attn: Victor Town of Southold Planning Department 53095 Main Road, P.O. Box 1179 Southold, NY 11971 Re: Mattituck High School ~ Main Road & Pike Street, Mattituck Dear Victor: In accordance with your request, enclosed please find a full set of plans illustrating the proposed site improvements at the above referenced site. As you are aware, my office previously sent a partial set of plans to the Town Highway Department as we intend on upgrading the existing curbcut on Pike Street. Upon completion of your review, please advise my office of your comments or approval to proceed with the proposed improvement at the Pike Street curbcut. Thank you. Very truly yours, William J. Lah~ P.E. doc: 04054t02 town planning.doc STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE~ N.Y. 11788'S5 ! 8 SUBIIMAL CHAKRABORTI~ P.E. REG~[ONAL DIRECTOR June 24, 2005 Mr. William J. Lahti, P.E. Lahti Engineering and Environmental Consulting, P.C. 207 Hallock Road, Suite 212 Stony Brook, NY 11790 ' Your May 11, 2005 Submission Mattituck High School Site Plans Dated 5/10/05 Route 25, Mattituck SCTM# 1000-114-6-2 Our Case No. 05-179P Dear Mr. Lahti: JUt, t 2 S 2005 This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. Submitted site plans shall contain all of the information noted on the attached checklist. Please make sure all of the items noted are included on re-submitted plans. Full curb shall be installed along the entire site frontage. The curb on the east side of the entrance shall transition to zero reveal on a 1:12 slope as per our standards sheets. Please include all details for this installation referenced to NYSDOT item numbers. 3. The driveway radius shall be increased to thirty-four (34) feet. Please review the attached driveway diagram to provide the correct dimensions. The driveway high point shall be located at the State highway right-of-way line or provisions shall be made to capture and contain all site drainage on site. Please revise the plans accordingly. We will require the entire width of the Route 25 shoulder be re-constructed for a minimum of the driveway width plus twenty-five (25) feet on each side of the driveway. The limits for shoulder re-constxuction shall be shown on the plans and it shall include full depth asphalt construction. Tack coat shall be included between every asphalt lift and at the joints between new and existing asphalt pavement edges. Please include the Mr. WilliamJ. Lahti June 24, 2005 Page 2 appropriate detail and NYSDOT specification item number. The asphalt item numbers and depths shall conform to current superpave specification item numbers as follows: Top Course - 1-1/2", Item 402.098301M & Item 402.098311M Binder Course - 2-1/2", Item 402.198901M & Item 402.198911M Base Course - 6", Item 402.378901M & Item 402.378911M 6. Sidewalk pedestrian ramps shall include a detectable warning field. Please provide all details referenced to NYSDOT item numbers. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the Route 25 site frontage at the completion of construction. 8. The plan must include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." The work zone proposed is for a lane shift, however, the signs show right lane closed. Please reference the enclosed lane shift plan for guidance in providing the correct MPT plan. 10. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP)applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety CC: ~r. Peter Harris, Superintendent of Highways, Town of Southold s. Valerie Scopaz, Planning Director, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 230 VETERANS ~,/IEIVIORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 May 18, 2005 Mr. William J. Lahti, P.E. Lahti Engineering and Environmental Consulting, P.C. 207 Hallock Road, Suite 212 Stony Brook, NY 11790 Your May 11, 2005 Submission. Mattituck High School Site Plans Dated 5/10/05 Route 25, Mattituck SCTM# 1000-114-6-2 Our Case No. 05-179P Dear Mr. Lahti: This is to acknowledge receipt of your submission on the above permit application. We are in the process of reviewing your submission. When our review is complete we will notify you by letter to provide you with further direction in the Highway Work Permit application process. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I495, whichever is farther south, north to Long Island Sound. In all future correspondence, please refer to the subject case number. The plans must also include the County tax map number. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Thank you for your cooperation concerning this matter. SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety CC: Mr. Peter Harris, Superintendent of Highways, Town of Southold ams. Valerie Scopaz, Planning Director, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW CRAIG SIRaCUSA, PE. REGIONAL DIRECTOR STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY Hauppauge, N.Y. 1 1788 JOSEPh H. BoarDMAN COMMISSIONER January 6, 1999 Mr. Bob Retnauer William T. Schmitt Associates P.O. Box 85 Saint James, New York 11780 Your November 30. 1998 Submission Proposed Curb Cuts Mattituck/Cutchogue Hiah School Our Case No. 98-323 Dear ~v~. Retnauer: This is in regard to the site plans for the referenced project which was submitted to us for review. Prior to issuing a New York State Highway Work Permit, the following items must be addressed: Installation of 5'-0" wide concrete sidewalk full frontage of property. Maintain 5'-0" grass area between sidewalk and edge of shoulder. 2. Widen existing asphalt shoulder to 10'-0" wide full frontage of property. Install intersection type entrance at the east and west entrance to the school. See enclosed detail which also shows the installation of a RI-IC "Stop" sign, crosswalk and stop bar. This detail will be used at both access points. 4. Install drop curb and handicap ramps on either side of both driveways. The easterly curb cut presently serves as a common driveway for the residential home which abuts the driveway on the east side, will this access be continued and if so, show how this will be accomplished. Provide Maintenance and Protection of Traffic detail that will be used on Route 25 during the construction of the proposed work. Mr. Bob Retnauer January 6, 1999 Page 2 Questions concerning this matter should be directed to Mr. Vito Lena at 952-6020. Please send all correspondence to his attention at the above address. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By THOMAS F. OELERICFi THOMAS F. OELERICH, P.E. Regional Traffic Engineer cc: Ms. Valerie Scopaz, Town of Southol~ TFO:VFL:JS CRAIG SIRACU$^, PE. REG)ONAL DIRECTOR December 8, 1998 Mr. Bob Retnauer, RLA William T. Schmitt Associates P.O. Box 85 Saint James, New York 11780 Dear Mr. Retnauer: STATE OF NEW York dEPARTMENT OF TRANSPORTATION VETEraNs MeMorial Highway hauppauge, N.Y. 11788 Your November 30. 1998 Submission Mattituck-Cutchoeue UFSD/Cutchoeue High School Route 25. Cutchogue Our Case No. 98-323 This is to acknowledge receipt of your submission on the above permit application. In all future correspondence, please refer to the subject case number. The plans must indicate the appropriate county tax map number. The subject material will be reviewed by Mr. Vito Lena. He can be contacted at (516) 952-6020 if you have any questions regarding this matter. Please send all correspondence to his attention. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Regional Traffic Engineer CC: Ms. Valerie Scopaz, Town of Southold ~ Mr. Raymond Jacobs, Town of Southold TFO:JH:JS Southold Town Planning Board Lu li.am t. schmit associates environmental consultants p.o. box 85 st. james, n.y. 516- 862-7676 fax: 516 - 862-7366 11780 civil engineers planners landscape architects November 30, 1998 Mr. Vito Lena, Regional Permit Engineer New York State Dept. of Transportation 250 Veterans Memorial Highway Hauppauge, NY 11788 RE: Mattituck-Cutchogue UFSD / Cutchogue High School Curb Cut Permits on Main Road (N.Y.S. Route 25) Dear Mr. Lena: At the request of Mr. John Youngman, Residency Permit Engineer, enclosed please find three (3) prints of a Site Grading Plan for proposed sitework at the Cutchogue East School on Main Road (N.Y.S. Route 25) in Cutchogue. Currently, there are three existing curb cut access points onto Main Road, the westernmost used for construction access for a building addition currently under construction, and the middle and easternmost used for bus and car access to the existing school. The proposed Site Plan eliminates the middle access point and retains the western and easternmost drives. The School District is striving to get students into the new facility by January 1, 2000 and appreciates your help in securing an access permit as quickly as possible. Sincerely, Bob Retnauer, R.L.A. Encl. - Plans (3 copies) cc: Mr. V. DiFede/Wiedersum Assoc. (1 plan copy) File (mcs-DOTsubmit 1 ) ~SER FICHE FORM Planning Board Site Plans and Amended Site Plans SPFile Type: IncOmplete Proiect Type: Site Plans Status: Incomplete Application - In Active SCTM #: 1000 - 114.-6-2 Project Name: Mattituck-Cutcho,que UFSD Address: NYS Rt. 25, Mattituck Hamlet: Mattituck Applicant Name: Mattituck Hi,qh School Owner Name: Mattituck-Cutcho,que UFSD Zone 1: Approval Date: A/'O-~ ~~ OPTIONAL ADDITIONAL INFORMATION End SP Date: Zone 2: Location: SC Filin.q Date: C and R's: Home Assoc: R and M A.qreement: A date indicates that we have received the related information Zone 3: SCAN Date: SCANNED JUL ~8 2009 Records Management o 2.782 ^CRCS Q O c~S87,56,20, I-"1 ~ 93.15' MAIN ROAD NYS RT ~b SURVEY OF DESCRIBED PROPERTY SITUATE MA-I-FITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: MAARATOOKA NORTH LLC. NOre' THE CONTRACTOR MUST P£RFORM A DE7'AILEDI INVESTIGATION OF l'HE SITE[S). THE iNVESTIGATION IS 1'0 BE SUFFICIENT ENOUGH TO DISCLOSE THE CONDfflON$ OF TIqE SIre[S) AND ALL IMPROVEMENTS tHEREON AT WHICH WORK IS TO BE PERFORMED BY THE CONTRACTOR, AND r/YE I~ONDITION$ UNDER WHICH rile WORK IS TO BE PERFORMED INCLUDING, BUT NOT LIMITED TO (A,) THE LOCATION, CON~DIrlON, LAYOUT AND NATURE OF THE PROJECT Sire AND SURROUNDING AREAS,. (B) THE COST AND AVAILABILITY OF I. ABOR, MAreRIALS AND EOUIPMENT NECESSARY ro PERFORM THE WORK,. lC,) THE AREAS OF THE WORK WHICH WILl. C~USE A DISRUPRON 113 THE NECESEARY AND PROPER OPERATION OF THE FACILITIES BY THE OWNER; AND ID) OI'HER t~,,ERrlNENT LIMITATIONS ON THE PERFORMANCE OF ~ WORK.. THERE WILL BE NO ADDmONAL C057S ALLOWED BY THE CONTRACTOR FOR IreMS THAT COULD NAV~ BEEN DISCOVERED NAD A DETAII.~D SITE INVESTIGA170N BE£N PERFORME:..D RRIOR rO SUBMIITING THEIR BID. ( .1.100 i AREA Z SURVEY LEGEND .... WATER MANHOLE ~ PIKE STt~EET ?20.09 (C~Le) L "o · e 11 AREA 4 UNKNOWN MANHOLE UNKNOWN VALVE ELECTRIC MANHOLE ELECTRIC MANHOLE ELECTRIC BOX TELEPHONE MANHOLE SUBWAY MANHOLE TP~FFIC BOX TRAFFIC BOX ~ON POLE) FIRE CALL BOX TRAFFIC LIGHT PEDESTRIAN CONTROL DEV[CE-- ALUMrNUM LIGHT POLE CAST IRON LIGHT POLE WOOD UTILg¥ POLE TRAFFIC SIGN CONCRETE CURB' STEEL FACED CUB BLUESTONE CURB DROP CURB METAL FENCE WOODEN FENCE ~,\ POST & RAIL TREE WITH DIAMETER EXISTING CRN3E AREA 5 OVERALL EXISTING SITE PLAN SCALE ......................... 1" = 60'-0" SITE PLAN /$ t~ASED ON A SURVEY PREPARED 8Y ttARR~Y ~ ImAHRER, L.F.. DAreD APRIL 2004. ELEVATIONS ARE IN SUFFOLK COUNTY DATUM'AS PER THE SURVEY. 0 W 0 rY .< aR/SR HIGH DENOLITION NOTES 1. THE CONTRACTOR SHALL INSTALL A 6'-0" HIGH TEMPORARY CHAIN LINK FENCE, WITH GATES TO SECURE THE WORK AREA, ACCESS GATES SHALL BE PROVIDED WiTH A PADLOCK & CHAIN AND SHALL BE LOCKED AT ALL TIMES. AT PROJECT COMPLETION THE ENTIRE TEMPORARY FENCE AND ALL TEMPORARY CONCRETE FOOTINGS SHALL BE REMOVED FROM THE EXISTING SITE. ALL EXISTING SITE FINISHES DISTURBED BY THE INSTALLATION Of THE TEMPORARY FENCE SHALL BE RETURNED TO MATCH THEIR ORIGINAL CONDITION AS A MINIMUM OR AS DONDFTIONS ARE MODIFIED/ UPDATED BY DIRECTION OF THIS PROJECT. ACCESS TO THE REAR OF THE SCHOOL MUST BE KEPT AVAILABLE AT ALL TIMES. 2. THE CONTRACTOR SHALL INSTALL GEO-FABRIC ACROSS TEMP FENCING, FOR THE FULL HEIGHT OF THE TEMP FENCING, AS NECESSARY TO RESTRICT ALL MISCELLANEOUS DEBRIS TO THE AREA OF DEMOLITION/CONSTRUCTION. ALL FABRIC SHALL BE MAINTAINED THROUGHOUT THE PROJECT FOR FULL FUNCTIONALITY. 3. THE CONTRACTOR SHALL INSTALL HAY BALES TO PREVENT ANY & ALL STORMWATER RUNOFF INTO NEIGHBORING AREAS AND ~DJOINING PROPERTIES. ALL HAY BALES SHALL BE STAKED INTO EXISTING EARTH, REFER TO STORMWATER POLLUTION PREVENTION PLAN FOR FULL DETAILS OF STORMWATER IMPACT MITIGATION MEASURES. 4. PRIOR TO BEGINNING ANY ~tORK THE GENERAL CONTRACTOR SHALL VERIFY , LOCATE AND MARK THE LOCATION OF ALL EXISTING UNDERGROUND UTilitieS, MARKERS SHALL REMAIN CLEAR & VISIBLE THROUOHDIJT THE DEMOLITION & CONSTRUCTION PHASE AS REGD, 5. PRIOR TO BEGINNING ANY WORK THE GENERAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE ENTIRE SCOPE OF WORK REQUIRED. REFER TO ALL PLANS & SPECIFICATION DOCUMENTS, 6. PROVIDE TEMPORARAY EXIT ENCLOSURe AS REQUIRED THROUGHOUT ENTIRE SCOPE OF WORK TO ENSURE EMERGENCY EGRESS FOR ALL BUILDING OCCUPANTS. 7. ALL EXISTING TREES & SHRUBBERY WHICH ARE TO REMAIN SHALL BE PROTECTED THROUGHOUT ALL PHASES OF DEMOLITION/ CONSTRUC~ON. CONTRACTOR SHALL PROVIDE TEMP SNOW FENCING TO PROTECT ALLTREES & SHRUBS WHICH ARE LOCATED IN OR ADJACENT TO THE WORK AREA. B, G.C. SHALL TAKE EXTREME CAUTION IN PREPARATION & EXECUTION OF ALL PHASES OF WORK SO AS NOT TO DISTURB ANY & ALL ADJACENCIES INCLUSIVE OF BUT NOT LIMITED TO NEIGHBORING PROPERTIES, EXISTING FENCES, pOWER POLES. ETC.. ALL DAMAGES SHALL BE REPAIRED &/OR REPLACED AT THE GENERAL CONTRACTOR'S SOLE EXPENSE UNDER THE DIRECTION/ SUPERVISION OF THE ARCHITECT. ALL SUCH ITEMS OF REPAIR/ REPLACEMENT SHALL BE COMPLETED TO l}lE FULL EXTENT & SATISFACTION OF THE ARCHITECT, 9, UPON COMPLETION Of CONSIRUCTION. ALL STORMWATER LEACHING POOLS, CATCH BASINS, AND DRAINS SHALL BE INSPECTED TO ENSURE CONSTRUCTION DEBRIS, BACKFILL, ETC. DID NOT ENTER DURING CONSTRUCTION. ALL SUCH DEBRIS, BACKFILL, ETC, SHALL BE REMOVED. ALL EXISTING STORM DRAINS ON MAIN ROAD AND PIKE STREET, ALONG THE PROJECT FRONTAGE, SHALL BE CLEANED. 10, ALL Ell USED TO ABANDON EXISTING UNDERGROUND STRUCTURES, REGBADE, ETC. SHALL BE GRANULAR MATERIAL, FREE OF DELEIEBIOUS MATERIAL, AND SHALL BE COMPACTED IN MAXIMUM 12" LIFTS TO A MINIMUM PROCTOR DENSITY OF 95~. 11. ALL DEMOLITION AND CONSIRUCTION DEBRIS SHALL BE CARTED OFF SITE AND LEGALLY DISPOSED OF AT THE OC'S SOLE COST. GENERAL NOTES 1. LOCATION OF EXISTING UNDEGROUND IMPROVEMENTS NOT GUARANTEED AS THEY ARE GENERALLY NOT ACCESSIBLE AT GRADE AND AS-BUILT PLANS WERE NOT AVAILABLE, INFORMATION SHOWN HEREON FROM HISTORICAL PROPOSED BUILDING PLANS AND LIMITED FIELD INVESTIGATION. IF OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ARCHITECT FOR EVALUATION AND RESOLUTION, 2. EXISTING SITE PLAN INFORMATION FROM SURVEY PREPARED BY BARRY M. FANRER, L.S., FREEPORT, NY TEL# (516)623-2069 ORIGINALLY DATED APRIL 10. 2004, LAST REVISED JANUARY 25. 2005, 3. REFER TO SOIL BORING RE]=ORT BY SOIL MECHANICS DRILLING CORP. LAST REVISED 2/8/05 FOR SOIL CHARACTERISTICS. 4. AREAS DISTURBED BY CONSTRUCTION THAT ARE NOT TO BE PAVED ARE TO BE COVERED WITH MIN 6" THICK LAYER OF SCREENED TOPSOIL AND HYDROSEEDED (GRASS), EXCEPT FOR PROPOSED SOD AREA (REFER TO DRAWING C2). TOPSOIL TO BE RAKED SMOOTH AND GRAb)ED TO MEET ADJACENT GRADES AND TOP OF CONCRETE. 5, PROPOSED ORADES SHOWN HEREON ARE BASED ON EXISTING GRADES AS SHOWN ON SURVEY BY BARRY M. FAHRER, L.S,. 6. FACILITY MAINTENANCE DEPARTMENT MUST PERIODICALLY INSPECT AND CLEANOUT CATCH BASIN AND PIPE SYSTEM TO MINIMIZE POSSIBLE FLOODING OF SCHOOL DUE TO CLOGGED STORMWATER MANAGEMENT SYSTEM 7. ALL PVC PIPING FOR STORMWATER SYSTEM TO BE MINIMUM SDR 35 MANUFACTURED IN ACCORDANCE WITH ASTM D-2SBS. PIPE SHALL HAVE A MINIMUM BURIAL DEPTH OF 2 FT, BUILDING STORMWATER LEADERS SHALL BE PITCHED MINIMUM 1/8" PER FOOT TOWARDS POOL. B. ALL PIPING TO BE BEDDED AND BACKFILLED USING MINIMUM TYPE 3 CONDITIONS AS SPECIFIED IN ASTM D-2321. COMPACTION TO BE MINIMUM 95~ MODIFIED PROCTOR DENSITY. 9. ALL NEW PIPING IS TO BE LEAK TESTED BY THE CONTRACTOR PR[OR TO BACKFILLING. IN ACCORDANCE WITH ASTN RECOMMENDED PRACTICS ~ND LOCAL STANDARDS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT UNDERGROUND PIPING, STRUCTURES, ETC. ABE NOT DAMAGED BY CONSTRUCTION ACTIVitiES INCLUDING, BUT NOT LIMITED TO, BACKFILLING AND COMPACTION. REPAIRS SHALL BE AT THE CONTRACTOR'S SOLE COST. 11. CONCRETE SIDEWALK AREh<~ ARE TO BE PITCHED A MIN, OF 1~ TO PROVIDE DRAINAGE, 12. ALL LEACHING POOLS, CATCH BASINS, AND ASSOCIATED PARTS SHALL BE PRECAST, REINFORCED CONCRETE SUITABLE FOR H20 LOADS. ALL JOINTS IN CATCH BASINS SHALL BE LIQUID TIGHT. ALL LBACNINO POOLS SHALL BE WRAPPED ON THE EXTERIOR WITH FILTER FABRIC TO MINIMIZE BACKFILL ENTERING POOL. 13. ALL CAST IRON FRAMES, ORATES AND COVERS SHALL BE SUITABLE FOR H20 LOADS. OPEN GRATES SHALL HAVE OPENINGS THAT ARE SAFE FOR BICYCLE TRAFFIC. 14. ALL FILL AND BACKFILL SHALL BE GRANULAR MATERIAL FREE OF ORGANIC AND OTHER DELETRIOUS MATERIALS. ALL FILL AND BACKFILL SHALL BE COMPACTED TO A MINIMUM 95% MODIFIED PROCTOR DENSITY (UNLESS OTHERWISE NOTED) IN MAXIMUM LiftS INCLUDING ALl EXCAVATIONS RESULTING FROM REMOVED POOLS, 15. ALL LEACHING POOLS ARE OESIGNED IN ANTICIPATION OF FINDING WELL DRAINING SOIL AT THE LOCATION OF THE POOL. if POOR DRAINING SOIL IS EIlCOUNTERED, CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT FOR EVALUATION AND POSSIBLE RE-DESIGN OF LEACHING POOL SYSTEM. 16. ALL ~MPROVEMENTS SHALJ- ~]E CONSTRUCTED AND ~NSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND LOCAL REOULATORY REQUIREMENTS. 17. A MINIMUM CLEARANCE OF TEN FEET SHALL BE MAINTAINED BETWEEN PROPOSED STORMWATER LEACHING POOLS UNLESS OTHERWISE NOTED. A MINIMUM CLEARANCE OF TWENTY FEet SHALL BE MAINTAINED BETWEEN THE PROPOSED STORMWATER POOLS AND THE EXISTING UNDERGROUND FUEL OIL TANK/ SEPTIC SYSTEM TANKS AND POOLS. 18. ALL POURED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS AND AIR ENTRAINMENT (MAX S~). lb. ALL TREES AND SITE IMPROVEMENTS DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE THROUGHOUT THE PROJECT BY THE G.C. USING SNOW FENCING OR OTHER APPROPRIATE MEANS. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS SOLE COST TO THE SATISFACTION OF THE PROJECT ARCHITECT. 20. REFER TO ELECTRICAL PLP&IS FOR PROPOSED SITE LIGHTING AND ELECTRIC SERVICE REQUIREMENTS. 21. G.C. SHALL BE RESPONSIBLE FOR PREPARING ACCURATE AS-BUILT PLANS FOR ALL IMPROVEMENTS INSTALLED AS PART OF THIS PROJECT. PLANS MUST INCLUDE INVERT ELEVATIONS, SIZES, AND MATERIAL OF CONSTRUCTION FOB PIPING. ALl ELEVATIONS TO BE BASED ON U.S.G.S DAIUM. PLANS TO BE SUBMITTED TO OWNER AND PROJECT ARCHITECT. 22. ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, 23. ALL TRASFlC CONTROL DEVICES, SIGNS, PAVEMENT MARKINGS, ETC. SHALL CONFORM TO THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROl_ DEVICES. 24. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, 25. THE AREA BEING DISTURBED BY THE PROPOSED CONSTRUCTION EXCEEDS. AS SUCH, A PHASE II STORMWATER CONSTRUCTION PERMIT IS REQUIRED FROM THE NEW YORK State DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS CONTAINED IN THE STORMWATER POLLUTION PREVENTION PLAN AS APPROVED BY THE NYSDEC, AND N~SDEC STANDARD PRACTICES. 28. ALL EXISTING MANHOLE CO~/ERS, VALVE, COVERS, ETC. ARe TO BE RESET TO APPROPRIATE ELEVATION AS NECESSITATED BY NEW PAVING AND GRADING. 27. ALL BUILDING STORMWATEP LEADERS SHALL HAVE A CLEANOUT AT GRADE WHERE CONNECTING TO NEW UNDRGROUND STORMWATER DRAINAGE PIPING. 2B. THE FACILITY OWNER SHALL APPLY FOR THE NYSDOT PERMIT REQUIRED FOR THE CURBCUT WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE REQUIRED BOND, SURETY. ETC. NECESSARY TO SECURE THE PERMIT. 29. PROPOSED LANDSCAPE AREAS SHALL BE COVERED WITH DARK BROWN MULCH. PLANTINGS TO BE AS DIRECTED BY DISTRICT ARCHITECT. All LANDSCAPED AREAS SHALL HAVE AUTOMATIC IRRIGATION. 30. EXISTING SEPTIC SYSTEM AND STORMWATER LEACHING POOL INFORMATION WAS OBTAINED FROM A SITE PLAN BY CARL B. STOVE & ASSOCIATES LAST DATED 1/28/70 AND AN AS-BUILT PLAN BY GEELAN MECHANICAL CORP. LAST DATED 4/21/71. LOCATION Of COVERS AT GRADE FROM SURVEY BY BARRY M. FAHRER LAST DATED JANUARY 25, 2005. 31. SIDEWALKS AT SINGLE W[DIH DOORS SHALL PROVIDE MINIMUM 18" CLEAR SURFACE AT LATCH SIDE Of DOOR PER ANSI 117, HOLD THIS POINT WHEN SETTING WIDTH OF SIDEWALK. 32. ALL GRACING OF PAVING AND CURBINO SHALL BE UNIFORM AND CONTINUOUS FROM HIGH POINT TO LOW POINT. NO "DISHFNG" AROUND POOL INLETS WILl_ BE ACCEPTED. 33. DUCTILE IRON PIPE FOR STORMWATER MANAGEMENT SYSTEM TO BE PRESSURE CLASS 350. PIPE TO CONFORM WITH ASTM A74 LATEST EDITION. .34. ALL PIPING MUST BE PROPERLY THRUST RESTRAINED USING EITHER COMPACTED FILL WITHIN TRENCH, CONCRETE THRUST BLOCKS, AND/OR MECHANICAL RESTRAINT. SPECIAL AITENTION MUST BE PAID TO RUNS OF PIPE BETWEEN CATCH BASINS THAT CAN MOVE LONGITUDINALLY AS THEY LACK THE NATURAL RESTRAINT PROVIDED BY CHANGES IN PIPE DIRECTION WITHIN THE TRENCH. 35. PROPOSED WATER SERVICE FOR HYDRANT/ IRRIGATION SYSTEM SHALL HAVE MINIMUM BURIAL DEPTH OF 4'-6". MAINTAIN CLEARANCE OF 10 FEET laETWEEN WATER SERVICE AND STORMWATER/SANITARY PIPING AND STRUCTURES. ;36. SANITARY SYSTEM AND WATER SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. MAINTAIN MINIMUM CLEARANCE OF 8' BEnBNEEN SANITARY LEACHING POOLS AND SEPTIC TANK, 5' BETWEEN SEPTIC TANK AND BUILDtNG, AND 10' BETWEEN WATER SERVICE AND SANiTARY/STORM SYSTEM COMPONENTS. OWNER SHALL MAKE SECURE SCDHS SEPTIC PERMIT. NOTE' THE CONTRACTOR MUST PERFORM A DLri"AILED INI/E~TIC. ATION OF THE SIT,(S). Die INFE'ET/GAEON IS 7'0 BE SUr"'P'TCIENT ~NOUGN 7'0 DISCLOSE THE CONDITIONS OF T/YE SITE(S) AND AL/. IMPROVEMENTS THEREON AT WNICN WORK IS 70 BE PERFORMED BY THE CONTRACTOR, AND THE CONDDTONS UNDER ~FNICH THE WORK IS TO BE PERFORMED INCLUDINg, RUT NOT L/M/TED TO IA.) THE LOC.,4r/O~ CONDINON, LAYOUT AND N,47URE OF THE PROJECT SITE AND SURROUNDING AREAS; (B) THE COST AND AVAILABILITY OF LABOR. ~44TERlALS AND EOUIPMENY NECESSARY TO PERFORM THE WORK; (C) THE AREAS OF THE WORK WNICN WILL CAUSE A DISRUP170N YO THE NECESSARY AND PROPER OPERA~70N OF THE FACILDTES BY THE OWNER; AND (D) OTHER PERNNENT LIMITANONS ON THE PERFORMANCE OF ITS WORK. THERE WILL BE NO ADDINONAL COSTS ALLOWED BY THE CONTRACTOR FOR /TENS THAT COULD HAVE BEEN DISCOVERED HAD A DETAILED SITE INVES17CADON BEEN PERFORMED PRIOR TO SUBMITTING THEIR BID. CONTRACTOR SHALL INSTALL NEW SOD FOR ALL TURF AREAS WITHIN LIMflS OF CONSTRUCNON P"~NCE- REFER ~ D~IN~ ~ BP-4 FOR ~NCE LO. EON "" I -- --- AREA AREA 1 KEY PLAN N,T.S, ~ ALLOWANCES (OVER AND ABOVE BASE I e ~ L ~20,000 FOR UNFORESEEN SUB-SURFACE CONDIEONS/ I ~- OBSTRUCTIONS (' . 2, ~2,$00 FOR IRRIC~ANON SPRINKLERS AND P~NGS IN ~URT  YARD AND N~ P~N~ING BEDS · '~. I II L_ L -- -- ~ -- -- ~ s~r PIKE ETEEET 7EO. Og (c~c) AREA 6 AREA 4 AREA 5 CONS~RUCEON OF DR)WELLS AND PAVING IN THIS AREA SHALL BE DONE DURING SUMMER 200G UN[.ESS OTHERWISE DIRECTED BY D/STRICT ARCHITECT OVERALL PROPOSED SITE PLAN SCALE ........................ 1" = 60'-0" SITE PlAN IS BASED ON A SURVEY PREPARED BY BARRY M. FAHRER. L.£ ORIGINALLY DATED APRIL 10, 200~, LAST RE~SED ~ANUARY 25, 2005. ELEVA17ONS ARE IN SUFFOLK COUNIY l~4~7./M AS PER THE SURVEE J JR/SR HIGH C2 STORM POOL LEGEND · ~ % & n6.% %6.0 %6. % ' · .'0 ~' ~ EXI~ING ~ORM ~SIN NOT ~SIBLE A~ GRADE . ,~ ~ .~ O~ (LOCATION ~ED ON ~CHI~ P~NS) ~ .~ '~ r CP EXI~ING ~ORM POOL NOT ~SIBLE ~T G~DE ~ · ~ o~ ~ (LO~ON ~ED ON ~CH~ P~NS) · ~ e~ ~ ~ ~ .~ ~, '~ SD EXI~INO ~ORM POOL W~H OPEN O~TE COVER AT O~E · ~ ~ ~ · ~ .~ ~ '~ ~ Sp EXI~ING ~ORM POOL W~H SOLID CO~R AT O~DE ~ .~ '~ I · m uL EXI~ING BLDG. ~ORM L~ER CONNECTED TO UNDERGROUND PIPE ~_ · A ~c_ ~ O~ '~ '~ ~ ~xm~NO .LO~. ~O.V L~[. D~SCHA.OmN~ TO LOWE. B~ .OOF ~ 6 0 ~/m- O~ '~ %U' · * 0 ' ~6.5 $6'~ S~ . ¢{'¢ ., '~ , .~ '~ I · ~ ~ ~ ~ ~I~NO GUIDE ~L ~ONG ~ ~ / ~I~NO SPRINK~R COBOL V~ ~D PUMP ~M ~ ~ · ~ '/_~ ' / NO~ SIDE OF P~KINO ~ ~ ~ % / BE R~D, COBOL V~ ~D ~1~ S~ BE ~ ~ ~ .~ · .~ ~ ~ BE R~ ~ .~ ' R~D ~ W~ SIDE OF PRO~SED B~ ~omoN. ~ ~ · '~ ~A.'~ / ~ ~. ,GUARD ~A / .~as. ~, ~ 'P~ J' -~ ~ 69 n5'~ m'l 26.49 ~ ~ zo.~- , ~ .X ~D (2) ~ORMWA~R ~ ~ BE R~D. ~ · ~ ' % 5 "SIB~ AT ~ ~ ~!~ ~O ~S~ ~ , , SPHALT [ ~ ~ ¢' /~ / EXIST. STORMWATER L~E~R~¢~oB~F NEW CON~'EO=D TO INTE"IOR STORMWATER PIPING · ~ ~.~ I ~a'~ /, 'P' ~ ~'7/ /~ ,~c..o~,o~.~..... -- -- ~' A O % '~ I I I t ~ ~OR S~L "ND ~ SUCH P~ ~D R~ ~. ' n ~ .J~ I EXISTING EXTERIOR ROOF '~ . ~· I I m Ii, ~ ~L c . ~ ~_ m L~DER DISOH~I~O TO ROOF rl m · a ~ J - I ) L-, I II 0~? ' ~ k ~6,h~ / -~ mOWTOR~m~(APPROX m ' ' I ' · ~ ~ ~ ~~.u I x t~I ~ ~ ~ o, u -- ~ / _ c & ~ . .I III ~ ~ ~ -~v ~ ~ ~ L~ER DISCH~OIN6 TO rOOF · ~ ~3 %5.~ / / ~I m ~ % > e · ' 5 - ~ ~~ S5.~' ~ . '~ ~ x %6 .% x x x P6,89 CONC %6.1 %~ ~ x x -X. ??o .3 %6 .% X XOx X %5 ! X X X X X X X X .59 %6.01 %5'~5 %5.91 ~5.1SPHALT WALK %, ~ 85,34 GATE x %5 3' X × X %6.3s %5.96 %5.~5 %~.,~5 $5.s% 9,5.'¢ i~ ~ E N N [ S couRTS ~[1 %5.16 RL E < > %5. m r- S5 .ss -~ s5.95 35.0' uzk 31.7' 26.2 .5% %5.5~' %5.55 %5.90 c ~.5o 185,56 I ~;~EXIST CONC SID WALK la5,54 aS,8% ~=: ~ ~URB ' ~KING ~ e $5'5° $sp5 ss. s5'55 AREA 1- DEMOLITION SITE PLAN ~SCALE ........................ 1" = 10'-0" ~ F.F. EL. 26,85 '~ .~j 39.8' .... ROOF OVER 32.7' UL · %6.1 ' 26,09 %6.0'''/ · D.C. ~ 0 0 EXISTING t'LATCH FOR [.%.~iCCESS TO HOUSE TRAP k I '1 2%.5 '~L Ltl %5.~ 25,~3 · ( · f %/// '-- %5,56 %5.6~ %6.1 ~ ~ . ) -i E ° '° . ~_ .. ~ ~ _ ~ ~] I ~ ~5.~ [B4,91 ASPHALT~.~ ~ ' ~ / [ / ~ I u I REM~ ~I~NG ~P~T. · . ~ ~ .~ ~ ~.9 95 .~I / a~ ~ i$~'~ 25,13 ~ ~ ~I~NG ~OF ~ER ~NNE~I~ TO UND~UND PIPE. ~ ~ t ~ I X REM~ UNDERG~UND PiPE ~O ~E TO ~RMINUS, IF I I - · · ~ ~NUS ~S ~ UaD~eROUaD ~L, REa~ ~0~ ~ ~R .~ ' .~ ~ .$ ~ ~.~ o, ,u,~,,~) $~ 'P'~ P N ,~ I I I I · ~ '- ~ ~.5 ~ ~.60 - o I g~.~-' ~ ', I . . _ I; I %~. 27,57~M {O~/,/d TAd '~OPl o~ ~ ~,~.o~.,.~o~o..~.~ ~5 . i I 150.5 ,,,, ~0 ,~~ ~ ~ '~ ONE S~ FRAME ~,~E~To,~e~,~. ~ . . -- ~o 24,59 -~ ~ --' ;9~. ~ - -/- -- -- --/ P6,05 --~.I.'~ -- 'o1~ / ,' ' ," x / ,~,~,. ,,,, ,o~ ~0 ,~,o, o~ ~ ~o, .6 6 .2 -'~ - Ce.~- -- ¢ ' / ' "*w 1 ' ~ ~f / 7S'k / kT~ N 26.7 THRES~LD EL. ~0 L D E L. 26~.~d~"~J~"~ ~ ~w ,- 5,73 26.5 'UL ! A[ ~=PROX. LOCk, ON OF 10.000 ~ U/O FUEL OIL TANK z. ASSOCIATED EQUIPMENT TO BE -I NECESSARY PRECAUTIONS TO ENSURE BLDG, f~"O . AT D~,OR TO RE R.OVED "~'UNSUITABLEREMOVE EXIE'nNG A~PHALT pAVEMENT .BA~E MA"~RIAL 'fO ALLOW I CO"Sll~UCqlON OF NEW p~RKINO A.Rr~A STORM POOL LEGEND EXIST MPSTER$ TO REMAIN ~ ~'D EXISTINO STORM BASIN NOT VISIBLE AT GRADE t~.l~T t'~5 (LOCATION BASED ON ARCHIVE PLANS) · Sr RELOCAT£D . ,{~ ~,,o EXISTINO STORM POOL NOT VISIBLE AT GRADE 56.1' SZ) EXISTING STORM POOL WITH OPEN GRATE COVER AT GRADE: AL~::) t~..~. ?:)~' SP EXISTING STORM POOL WffH SOLID COVER AT GRADE L//. EXISTING BLDG. STORM LEADER CONNECTED TO UNDEROROUND PIPE ,.2.~ .~ q ~ /~, EX~STINC BLDa. STOBU LEADER DISOHA~OINO TO LOWER BLDO ROOF & I 1@7.3' , ' u,- u,.I ¢~.33 I AREA g- DEMOLITION SITE PLAN <> . ?.5 '~'?' ?.5 ~'~ EXIST. SEPT.. ~ ?.5 ~-$. SYSTEM "c" "rr ?.6 .?.(5 ?.5 ./5 ?.5 .?.0 r-n . ?.5 '~ S. . ?.5 ?-% ' z r- ?.5.05 · II a5,96 ?.5.9'/ · cn j,,,, I %5 ~.o: × -~ %5.'',s'~ %5 '~ '~ ?.5.5° %5 ~-5 ~ %50'~ PAVEMENT La -~ ?.5.5 %5.'~ 0 ?.5.55 ,.%5. ~g f ~"v' %5.$6~, ~ I .%'/ %5 :/6 %5.s'~ ~ × .%'~ S.~.95 %5.00.00 × m ?.6.05 %5.57. S,5.°S r- %5 S.5 ~ ,,.n [,,, 'Z6'0~' ?.5.55 %5'0~' x r ?.5.16 ?.~,..g5 %~..S./ .z.~."¢-' 05 x z%&'g ?.~.95, %~.%$ %5 '~ A x x _x x x ~ u u u u u u u u u u ~u u u u ~ ~ ~,Z~ 9 ~]q ~ sS~9 G U A R D }5.~ R A I L S5'0~ s5.55 s5 .$~ $~ .~$ ~ e~ ~e a5,64 ~ 0 N C -- ~5,4~S I D E ~k L K -- a5,01-- ~4,68 e~ez ~'s ~,v_ - ~ P A V E M E N T ~ B4,B7 EDGE PAVEMENTaaA: ~ , ~ . ~ X)Zj;,,~',,;'~ ~ . &~ 5. I STORM POOL LE6END ~ ~ (LO~TION ~ED ON ARCHIVE P~S) .R~AY CP EXI~ING ~ORM POOL NOT ~SIBLE AT G~DE (~o~.o. ~ o. ~c..v~ EXI~ING BLDG. ~ORM L~DER DISC~RGING TO LOWER BLiDG ROOF AREA__ __3-DEMOLITION SITE .... PLAN ~~=~aa$~,~ ~ , -_. ?,~./-.~,-~_~ ~ --_ ?.~. , , .... % ~ - -- - ,~ 9 ?-~ ~ ~ ~ STORM POOL LEGEND m ' ~1~ ........... SFORMER ~t~ CONCR~ S~ AT~ ~ I :D EXISTING ~ORM ~SIN NOT VISIBLE AT G~DE ~/// ~ 7' ~[~' ~ ~ ~ ~R'TO BE R~D X ~ ~ I (LOCATION ~SED ON ARCHIVE P~NS) · ~ m e~ ~ ~ ~0. E~l~ P~S. ~ ~ ~' I CP EXI~ING ~OR~ POOL NOT ~SIBLE AT G~E .. $6 .~ L A W N '~ ~ ~ / ~ . X I ~ $ . ~ Ex~sT~,~ ~o,~ ,OOL W~T, O,E, ~TE CO~. *T .~E ' ~ ~ ~PN . / ~ 74.o X ~ *. ' 26,62 J5 ' s .I / , _ , , ~ -- ~ CONC WALK 2 ~ ~, m ~ 30 ~ / ' ~ ~ [ ~ ~. ~ ~.~ I I I ~ ~., ~ ~ / / ~R~D (NOT ~mB~AT a~g- ~ON E I I '/ '/ II ~/ ' '~ I ~ - ~ I I m 9~'1 I ' r / ~ / I ~.~.~2'u~ouzc~Y~UP~ ~ ' 1 '1 I ~ / ~ ~ ~ UL ~/// ' ' .... I ~,, I / -- ~ i~ ~ ' ~ MIN 95% PR~R DENS~. ) ~ I UL 24.5 26,52 :b, ~ ~ / I ~ ' F 1t d / I: I sx 5¢ · grl I .I/ I k ~ I · ~ ' , - / : ~ ~ I ~ o~ -- THRESHOLD EL. / / '~, · J /~l .S 26,76 THRESHOLD EL. 30,35 Cn o 29,78 24.5' ,.2.6 .~ AREAWAY TO BE REPLACED ,36.9' 38.0' 72.5' 9,76 o 24.5' AREAWAY UL UL AREAWAY 21 29,66 29,65 To .E.,~.27'79 27,79 27,66 To .~M,,,. 2 7,8 ~ 'SIDEWN. K & UNSUITABLE ALLOW CON=mUCTION OF DRNEWAY. g.6.0 · 5 ,~66 IST, MANHOLE COVERS SET IN CONCRETE SLABS FOR ?~6.5 CONTRACTOR SHALL INSTALL STONE BLEND ,~/.I~TI~.I~ HATCHED AREA TO PROVIDE ~F~iV~J~RARY ~RKING AREA D~ING THE DURATION OF CONSTRUCTIO~ARCHiTECT DIRECTED BY THE DISTRICT ~'1 ~Sf.~S TO REMAIN C/,OC C/',~ ~ %-~IST'STEPSTOREMAIN-/ / ~7166 ~ I / / ~"P /I CONSTRUCTIO~A~ DIRECTED BY THE DISTRICT I - ' 27,66 k 07,58 t a7,G kc 7¢ _ / k % o I' / . / ~ ARCHITECT ¢ ~SU ~ ~ ~'~ ' _ [ ~ UNDERGROUND FUEL OIL TANK TO REMNN I I ~uu~/~.,.u ~u . ~ . ' ~ ~ X ~ ~ ¢_ ~ . ~ / / ¢ % -- ~L LEGEND % / ¢ %3 % ~79 (LO~TION ~ED ON ~CHNE ~, Cc ' n ~ CP EXIISTING STORM POOL NOT VISIBLE AT ~ ~ ED EXIISTING ~ORM POOL WITH OPEN GRATE COVER AT -- SOLID COVER AT G~DE / ~ ~ EXII~ING BLDG. ~ORM L~ER DISCH~GING AT G~DE ~ U~ EXIISTING BLDG. ~ORM L~ER CONNECTED TO UNDERGROUND PIPE AREA 5- DEMOLITION SITE PLAN SCALE ........................ 1" = 10'-0" k.. j DRNN~E ZONE 4 ZONE 7 ZONE 2~BNE ~ONE ~ONE ZONE ZONE ZONE ZONE 20NE ZONE ZONE Z~NE ZONE ZONE ~BNE ZOnE ZONE ZONE ~ONE ZONE ZONE ZONE 22 CALCULATIONS (BASCD ON 3' RAINFALL PER NYS pLUMBING CODE): BLDG ROOF): 95~4 SF x 0.25 FT - 2461 CF / (65.85 CF/FT 10' DiA. RINGS) - 36.0 VF GLDG ROOF): 5400 SF X 0.25 FT - 1~OO CF / (68.38 CF/FT 10' DiA. RINGS) - 25.4 VF BLOG ROOF): 11532 SF X 0.25 FT - 2883 CF / (65.38 CF/FT 10' DIA. RINGS) - 42.2 VE COURIYARD): 3949 SF X 0.25 FT - 957.B CF / (65.38 CF/FT 10' D~ RINGS) - 14.4 VF BLDG ROOF): 17052 ST X 0.25 FT - 4263 CF / (68.38 CF/FT 10' DIA~ RINGS) - 62.3 VF BLDG ROOF): 5540 SF X D.25 FT - 555 CF / (68.58 CF/FT 10' DL~ RINGS) - 12.9 VF PAVED): 1872 SF X 0.25 FT - 458 CF / (68.38 CF/FT 10' DIA. RINGS) - 6.B V~ PAVED): 7415 SF X 0.25 FT - 1554 CF / (68.3~ CF/FT 10' DL~ RINGS) - 27.1 VF' S SLOG ROOF): 3896 SF X 0.25 FT - 974 CF / (68.56 CF/FT 10' DR. RINGS) - 14.2 VE 9 PAVED): 11595 SF X 0.25 FT - 2595 CF / (68.3~ CF/FT 10' DIA. RINGS) - 42.4 VF 10 6LDG ROOF): 7055 SF X 0.25 FT - 1764 CF / (88.38 CF/FT 10' DR. RINGS) - 25.5 VF 10 =AVE:D)= 4212 SF X 0.25 FT - 1883 CF / (65.88 CF/FT 10' DIA. RINGS) - 15.4 VF 11 E~LOG ROOF): 3547 SF X 0.25 FT - 887 CF / (~B.3B CF/FT 10' DR. RINGS) - lS.0 VF 11 RAVED): 5143 SF X 0.25 FT - 1536 CF / (68.38 CF/FT 10' DIA. RINGS) -- 22.S VF 12 BLDG ROOF): 2405 SF X 0.25 FT - 601 CF / (68.58 CF/FT 10' DR. RINGS) - 8.B VF 12 PAVED): 5967 SF X 0.25 FT - 1492 CF / (68.38 CF/Fr 10' DR. RINGS) - 2%8 VE 15 PAVED): 6274 SF X 0.25 FT - 1569 CF / (68.38 CF/Fl' 10' DR. RINGS) - 22.9 VY 14 (BLOG ROOF~: 3210 SF X 0.25 FT - SC5 CF / (88.58 CF/FT 10' DR. RINGS) - 11.7 VF 14 (PAVED): 2987 SF X 0.25 FT - 742 CF / (68.38 CF/FT 10' D~ R~NGS) - 10.8 VF 15 (BLOC ROOF): 3210 SF X 0.25 FT - ~05 CF / (68.55 CF/Iq' 10' DR. RINGS) - 11.7 VF 15 (PAVED): 3146 SF X 0.25 FT - 787 CF / (68.38 CF/FT 10' DIA. RINGS) - 11.5 VF 16 (PAVED): 6250 SF X 0.25 FT - 1556 CF / (65.38 CF/FT 15' DR. RINGS) - 22.8 VE 17 (PAVED): 3080 SF X 0.25 FT - 770 CF / (68.3~ CF/FT 10' DR. RINGS) - 11.3 VF 15 (PAVED): 1048 SF X 0.25 FT - 262 CF / (68.68 CF/FT 10' DIA. RINGS) m 3.5 VF 19 (BLOG ROOF): 4815 SF X 0.25 FT - 1204 CF / (88.38 CF/FT 10' DIA. RINGS) - 17.6 VI~ 19 (PAVED): 3795 SF X 0.25 FT - 949 CF / (68.38 CF/FT 10' DIA. RINGS) - 13.G VF 20 (SLOG ROOF)= 4815 SF X 0.25 FT - 1204 CF / (88.38 CF/FT 10' DR. RINGS) - 17.6 VF 20 (PAVED): 3368 SF X 0.25 FT - 842 CF / (88.3~ CF/FT 10' DR. RINGS) - 12.3 VF 21 (PAVED): 4565 SF X 0.25 FT - 1142 CF / (55.3~ CF/FT 10' DIA. RINGS) - 15.7 VI= 22 (BLDG ROOF): 2273 SF X 0.25 FT - 889 CF / (88.88 CF/FT 10' DR. RINCS) - 5.S VF (PAVED): 2900 SF X 0.25 FT - 725 CF / (68.68 CF/FT 10' DR. RINGS) - 10.6 W' (PAVED): 3075 5F X 0.25 FT - 759 CF / (68.38 CF/FT 10' DIA. RINGS) - 11,2 VF (BLOG ROOF): 2273 SF X 0.25 Fi' - 562 CF / (68.38 CF/FT 10' DR. RINGS) - 5,3 VF (PAVED): 2870 SF X 0.25 FT - 718 CF / (88.38 CF/FT 10' DIA. RINGS) - 10.5 VF (PAVED): 3042 SF X 0.25 FT - 761 CF / (88.38 CF/FT 10' DR. RINGS) - 11.1 VF (PAVED): 2597 SF X 0.25 FT a, 649 CF / (88.38 CF/FT 10' DR. RINGS) - 9.5 VF (PAVED): 3020 SF X 0.25 F-r - 755 CF / (88.38 CF/FT 10' OR. RINGS) - 11.0 VF DRAINAGE POOL SCHEDULE- G.W. @ EL 4,3+/- GRADE TOP OF BOTTOM OF EFFECTIVE POOL DIA.(PT) ELEV RING9 ELEV POOL ELEV DEPTH CASTING lA 10 26.55 25.56 11.56 12 ;OLID COVER 18 10 , 28.55 25.56 11.36 12 SOLID COVER 1C 10 --- 23.36 11.56 12 NONE 2A 10 26.53 23.36 11.36 12 SOLID COVER 28 10 26.55 23.36 11.36 12 SOLID COVER 2C 10 --- 25.36 11.36 12 NONE SA 6 26.45 24.12 20.12 4 SOLID COVER SB 10 --- 22.43 10.45 12 NONE SC 10 25.60 22.45 10.45 12 50L(D COVER 55 lQ --- 22.45 10.43 12 NONE 4A 10 25.85 25.12 15.12 5 OPEN GRATE 48 10 25.45 23.12 15.12 B OPEN GRATE 4C 10 25.85 23.12 15.12 8 OPEN GRATE 45 4 25.65 25.32 19.52 4 OPEN GRATE 45 4 25.65 23.32 19.32 4 OPEN GRATE 5A 10 25.30 21.83 7.35 14 SOLID COVER 58 10 25.20 21.83 7.33 14 SOLID COVER 5C 10 24.90 21.55 7.55 14 SOLID COVER 55 10 24.50 21.35 7.55 14 OPEN GRATE 65 10 --- 21.55 7.55 14 NONE 6A 10 24.47 21.15 14.15 7 OPEN GRATE 68 10 24.64 21.13 14.15 7 OPEN GRATE 6C 10 24.30 21.15 14.18 7 OPEN GRATE 7A 10 25.78 21.45 7.45 14 OPEN ORATE 78 10 24.15 21.45 7.45 14 SOLID COVER 8A 10 25.27 22.10 7.10 15 SOLID COVER gA 10 23.97 20.50 9.80 11 OPEN GRATE 98 10 24.46 20.80 9.80 11 SOLID COVER 9C 10 24.54 20.80 9.80 11 SOLID COVER 9D 10 24.21 20.50 g.BO 11 SOLID COVER IOA 10 25.06 22.01 6.01 14 OPEN GRATE 108 10 25.70 22.01 6.01 14 SOLID COVER 10C 10 25.62 22.51 6.01 14 SOLID COVER 11A 10 25.13 21.96 9.96 12 OPEN GRATE 118 10 25.75 21.96 9.96 12 SOLID COVER 11C 10 25.60 21.96 9.gB 12 SOLID COVER 115 4 25.53 25.20 lg.20 4 OPEN GRATE 12A 10 25.40 22.28 7.25 15 OPEN GRATE 128 10 25.71 22.25 7.25 15 SOLID COVER 12C 4 25.56 25.23 19.23 4 OPEN GRATE lEA 10 25.66 22.49 10.49 12 OPEN GRATE 1BB 10 26.01 22.49 10.49 12 SOLID COVER 13C 4 25.78 23.45 19.45 4 OPEN GRATE 14A 10 26.01 22.84 10.64 12 OPEN GRATE 148 10 26.25 22.84 10.84 12 SOLID DOVER 15A 10 26.24 28.07 11.07 12 OPEN GRATE 158 10 26.54 23.07 11.07 12 SOLID COVER 16A 10 26.20 23.03 11.03 12 OPEN GRATE 168 10 26.55 23.03 11.03 12 SOLID COVER 16C 4 25.93 23.60 19.60 4 OPEN GRATE 17A 10 25.97 22.80 10.80 12 OPEN GRATE 18A 10 25.75 22.58 16.58 6 OPEN GRATE 19A 10 26.59 25.42 12.42 11 OPEN GRATE lgB 10 26.59 23.42 12.42 11 OPEN GRATE 19C 10 26.59 23.42 12.42 1 1 OPEN GRATE 195 4 26.59 24.26 20.26 4 OPEN GRATE 20A 10 26.59 23.42 8.42 15 OPEN GRATE 2DB 10 26.59 23.42 B.42 15 OPEN GRATE 20C 4 26.59 24.26 20.26 4 OPEN GRATE 21A 10 22.87 19.70 10.7{3 9 OPEN GRATE 218 10 23.49 19.70 10.70 6 OPEN GRATE 22A 10 25.13 21.96 11.96 10 OPEN GRATE 228 10 25.61 21.96 11.96 10 SOLID COVER 23A 10 25.05 21.88 9.88 12 OPEN GRATE 24A 10 25.56 22.39 12.35 10 OPEN GRATE 248 10 25.92 22.39 12.39 10 SOLID COVER 25A 10 25.55 22.16 10.16 12 OPEN GRATE 26A 10 25.65 22.48 12.45 10 OPEN GRATE 27A 10 25.65 22.36 11.36 11 OPEN GRATE TOP OF STORMWATER POOL INTERCONNECT PiPE TO BE iNSTALLED 4' BELOW TOP OF TOP LEACHING RING ON THE INLET POOL AND HELD AT CONSTANT ELEVATION WITHIN THE GROUPING OF POOLS. POOLS 7A 8¢ 78 SHALL HAVE PLAT S!.~ INSTEAD OF LOW PROFilE DOME. POOL NUMBERS CORRESOND TO DRAINAGE ZONE DESIGNATIONS. LEGEND 000.00 EXISTING GRADE ~ PROPOSED GRADE TC TOP OP CURB BC B01TOM OF CURB FF FINISHED FLOOR TG TOP OF GRATE [~ PROPOSED POOL DESIGNATION ~-~ RIDGE LINE · PITCH CD OP SD SP AL UL RL EXISTING STORM LEGEND EXISI1NG STORM BASIN NOT VISISLE AT GRADE (LOCATION BASED ON ARCHIVE pLaNS) EXISTING STORM POOL NOT VlSlBLE AT GRADE (LOCATION BASED ON ARCHIVE: pLaNS) EXIET1NG STORM POOL wrrH OPEN GRATE COVER AT GRADE EXIS31NG STORM POOL ~ SOLID COVER AT GRADE EXISTING BLDG. STORM LEADER DISCHARGING AT GRADE EXISTING BLOG. STORM LEADER CONNECTED TO UNDERGROUND PiPE EXISTING BLOG, STORM LEADER DISCHARGING TO LOWER BLOG ROOF APPROXIMA~ LOCATION OF RELOCAI-r.O IRRIGAllON WELL, PUMP SYS1EM AND SPRINKLER CONTROL ALL WORK RELATED TO RELOCATION OF SPRINKLER BYSTT-M COMPONENTS, WELL AND ASSOCIATED APPURTENANCES WiLL BE HANDLED BY SPRINKLER CONTI~ACTOR THAT ALREADY SERVES THE SCHOOL DIStrICT AND WILL NOT SE pART OF THE GC'S CONTRACT. 49'R ALTERNATE 1~19- G.C SHALL INSTALL 6' DIA. WATER MAIN FROM EXISTING RPZ AT SOUTHEAST CORNER OF SCHOOL PROPERTY TO NEW FIRE HYDRANT LOCATION. ALTERNATE SHALL INCLUDE TAP INTO EXISTING SERVICE, INSTALLATION OF FIRE HYDRANT, RESTROATION, AND ALL ASSOCIATED WORK, PROPOSED 8' DR. MAIN El(TENSION BY THE SCWIA. DIETRICT SHALL CONTRACT DIRECT WITH SCWA. NOT PART OF G.C. BiD. PROP. 14 FT. WTDE ASPHALT E~IERGENCY ACCESS ROADWAY ~ STEEL EDGING AT BOTH EDGES OF PAVEMENT TO RETNN ASPHALT -~'PROPOSED (2) 4" DR. X BFT HIGH ~lr.~. CONCRE31~ RI l£n PIPE BOLLARD SET 6' OFF ACCESS ROADWAY ~ EYEBOL~, YELLOW SAPEIY CHAIN AND LOCKS STI~UNG ACROSS OPENING TO CONBROL ACCESS ONTO ROADWAY PROP. 80 LF GUIDE RAJL SET 2' OFF EDgE OF pAVE)IIENT. GUIDE RNL SHALL BE GALV. CORRUGATED S1T;E,L TtPE MOUNTEO ON WS X 9 gALV. S~EL POSTS DRNEN 5 FT DEEP AT 6'-3' ON CENTER, TOP OF RNL TO BE 27' ASOVE GRADE. ENDS OF RAIL TO NAVE WRAP-AROUND SEC'nON. PROVIDE 14 FT WIDE OPENING BE3WEEN RNL SECTION. PROP. AT ACCESS ROAD PROPOSED 6" REINFORCED CONCRE'II[ CURS PROPOSED WHN[ NATOHED STRIPING TO DEUNEATE END OF PARKING SPACES AND NSLES EXISTING GUIDE RAIL TO x NEW 10' D~ PRECAST CONCRE'~ LEACHING POOL WITH SOLID CASTING AT GRADE FOR ROOF DRNNADE CIYP FOR S). POOL TO BE 15 FT CLEAR FROM BUILDING WALl- PROPOSED 8" DR. SDR35 PVC PIPE TO INI~CONNECT LEACHING FOOLS SET PIPE 4 FT OOWN FROM TOP RING. -- / \ \ / ' ' ' PROP PROPOSED · ':, WAI?.R MAIN TO NEW FiRE HYDRANT PROPGSS CONCREFE CURB TC 28.60 I TB~C 26.10 26.10 CONTRACTOR SHALL GRADE AWAY FROM ROADWAY AND GRADUALLY BLEND TO EXISTING FIELD GRADE S' PUL 2461 CF r ,F.F. 26:80 PROP LANDSCAPE AREA PBOPOSED GYM/LOCKER ROOM -- F.'F., 26.80' "' ,UL ADDITI, ON '5" PROP 4' DIA. SAJ~rTARY W~5~.PIpE E ONto) AREA 8" PUL I 1800 .WASTE'PI~E II~N EL AT BLSG 2:~.15 STORE~/ATER LEADER (APPROX 2273 SF ROOF AREA- 589 CF) ,4' DR.' PRECAST CONCRg~'TE ,MAI~IHOIE FOR'-- S~fTARY WASTE PiPE REDIRECRON. ,MANNOLE TO HAVE SOLID P..~S'nNG AT GRADE yL PROPOSED REINFORCED OONCRETE S[.AB.wm.I OHILLER UNITS WffHIN S FT FENCED ENCLOSURE WITH LOCKARlE G~'TE. REFER TO MECHARICAL PLANS FOR DSTNLS, 26.50 CHILLER CHILLER CHILLEN 1.' ,? 2. EXIST. STORMWATER LEADER SHALL BE EXIST. STORMWATER LEAkDER SHALL BE '"'~ CONNECTED TO STORMWATER PIPING OF NEW CONNECTED TO INTERIOFR STORNWATER PIPING = ' ' ',' BLDG ADDITION. REFER TO PLUMBING PLANS. OF NEW BLDG ADDFFION.. REFER TO PLUMBING t? '.e ·'- 29.7' . . ,600 SE RODE AN ,- ,00 CF) . X "'"" :'''' " ,. -,"'".:;.. 26' EXISTING EXTERIOR ROOF ..... LEADER DiSCHARGiNG TO ROOF ~T BELOW TO REMAIN (APPROX RL 2500 SF ROOF AREA- 525 CF) F.F. 2B.73 -~- (11) PROPOSED s' x EL ~ 24.00' 75' PARKING STALLS F- >' TC 26.65 L 25.7D] BC 25.1B /L 4 4/ ,sc TIo.so. 26.25 := . P^VE.EN .Row. ,,ST . 33.0' ~X~., .~// ' ' WALK 'Il 39.8' NEW PRECAST CONCRETE STORUWAI~R LEACHING POOL WITH SOUD COVER CASTING AT 26.34 25.84 UNES TO CEU~EATE (2) ',,, I 26.07 X (3S) PROPOSED 9' X lB' gO' PARKING STALLS (LMD OUT pERPENDICULAR TO WEST SIDE OF BUILDING ACDIIlON) ROOF OVER D.C. × ® OMIT OF pROPOSED 5' REINFORCED CONCRETE CURB E TC 25.50 CONC STEP PROPOSED 5' DR. MAIN EBCIENSION BY THE ~CWA. DiSlRICT SHNJ. CONTRACT DIRECT WITH SC'WA. NOT pART OF G,C. BID. ALTERNATE ~19- O.C SHALL INSTALL 6" DIA. WATER MAIN FROM EXISTING RPZ AT SOUTHEAST CORNER OF SCHOOL PROPERTY TO NEW FIRE HYDRANT LOCATION. ALTERNATE SHALL INCLUDE TAP INTO EXISTING SERVICE, INSTALLATION OF FIRE HYDRANT, RESTROATION, AND ALL ASSOCIATED WORK. X X ASPHALT x EXIST CONC SIDEWALK CONC CURB EXISTING HATCH ACCESS TO HOUSE TRAP x UL 7 LiJ r'" OUTFALL 005 % / --o I EXIST. SEPTIC r- I SYSTEM "C" X X ARE__A _1_- PROPOSE__ D _SI_T:__PLAN SCALE ........................ 1" = 10'-0" OVERALL srTE SANITARY FLOW (GWMZ N/ 29.318 ACRES)- 17~590 OPD ALLOWED 75S STUOENTS AND 111 STAFF: 570 PERSONS X 5 GPD/PERSON - 4350 GPD REQUIRED SEFTlC TANK - 4550 GALS X 2 DAYS FLOW = 8700 GALS REQUIRED LEACHING AREA - 4~50 GALS / (1.5 GAL/SF) - 290D SF EXIST. SEFqBC ~T~ILM 'A': UNKNOWN SIZE ALTERNATE //5 CONTRACTOR HALL REMOVE I PROPOSED 6" REINFORCED CONCRETE CURSING I DR. NNAGE CALCULATIONS (B~S,ED ON 5' RAINFALL PER NYS PLUMBING CODE):  (!.ND OUT PERPENDICULAR TO FAST PROPERTY ,, MNE) ZONE 1 (6LDO ROOF'): 98,~. SF X 0.25 FT - 2461 CF / (56.58 CF/F'r 10' DIA. RINGS) - 56.0 VF  ZONE 2 (BLDO ROOF): 640~ SF X 0.25 FT .- 1600 CF / (5B.BS CF/FT 10' DIA. RINGS) - 23.4 VF' T~ I - 2583 CF / (..3S CFm 10' D~< ,,NOS) - 42.2 W 26.50 ZONE ,3 (BLDO ROOF'): 11532 SF X 0.25 Fi' EXISTING GRASS 28.00 ZD,E 4 (COU AND): 394, SF × 0.2S, - .7.3 CF / (5s.35 CF/ ,0' DM, ,..OS). ,4.4 ,,F UNSUITABLE SUB--BASE AND MISC. DEBRIS, AND / ,, ZD,E 5 (6'"O ,ODF), 17052 SF K 0.25 - 4253 CF / (GS.3R CF/.' ,0' Db ,..OS) - 62.S W \ ZONE 6 (BLDD ROOF): 354~ SF X 0.25 FT - 855 CF / (65.35 CF/FT 10' DIA. RINGS) - 12.9 VF EM'C' SE CTANK-5000 8 INSTALLNEW FULLDEPTH ASPHALT PAVEMENT ZoNEZONE EXiST. SEF~IC SYST . , ' 26'00 ". /~' / ~ ..... L ..o Poo - 3000 SF AREA R OOLS WITHIN 24 2 .. CURBING AND STORMWATE P ' ._. , .. Ir NO CREDIT IS TAKEN FOR S~'~TEM A, THE PROPOSED SEFTIC TANK MUST BE A ....... ~ .r--. ~, T~ T~q ). / / ~/' / / / - "'"~ ~'~.~ ~; .X ZONE EXIST1NG OVE / / / ~. ~ ~/ / ~ ZONE ZONE / ~ EE~ ZONE NO NEW STUDENTS ARE BEING A~DED. SYSTEM 'B' SHALL BE REPLACED ~S IT WAS PART B-32 ZONE OF 1954 8LDG CON53RUCTION. BY. HiM ONLY SERVES (3) WATER CLOSETS AND (5} [ / / / / ~ / / I ZONE ZONE LEACHING POOL SIZE- 1250 GPD / C1.5 OPD/SF-DAY) ,534 5F . ~ \ mi'~r;".'~m / ia' el j ~..../ / ~ / / / / ZONE ,o ,EwANE 6E,,O ACDED. BU,LD,NG ACDmo, ,S OP LOCKER I-I' I:. :1 ScoHS mow roms ~95~ ~D~m PORO~ON ,N amd ~.moN ~m m ZON~ X ' · { SE~C ) N~ 1~' D~ X 12' RING DE~ PR[~ EXIST. STORMWATER INL~ TO REMNN . ~ I~ EL 21.52 / / P~L / C~ FROM BU~m~NO W~L 4 ' O ~ ~ t 24.66 PRO.BED CURSING (~D t . I ~ - PROPOS~ 2 DIA GALV STEEL W~ . ' ' , , ' , ' , ' . ' ' , ; ' , SLICE` IF SE~CE IS L~ ~ 10 ~ ~M PROPOSED ~ ~ / / UNE- 8" mOM PROPE~ LINE) < ~'. ..,' CR[MIC~ STORAGE 'T~K BEN.TH 11' ~ 21 X' 8 (PAVED): 1872 SF X 0.25 FT - 468 CF / (65.35 CF/FT 10' .Db RINGS) - 9.S VF 7 (PAVED): 7415 SF X 0.25 FT -, 15.54 CF / (66.38 CF/Fr 10 D~ RINGS) -, 27.1 W 9 (BLDG ROOF)= 359~ SF X 0.25 FT - 974 CF / (66.59 CF/FT .10 DIA. RINGS) - 14.2 VF S (PAMED): 11S95 SF X 0.25 FT - 2695 CF / (66.5S CF/FT 10 DIA., RINGS) - 42.4 VF 10 (BLDG ROOF): 7055 SF X 0.25 FT - 1764 CF / (68.55 CF/.,Fr 10 DIA. RINGS) - 25.8 VF' 10 (PAVED): 4212 ST X 0.25 FT - 1053 CF / (65.55 CF/FT 10 D~ RINGS) .. 15.4 VF 11 (BLDG ROOF): 35~.7 SF X 0.25 FT - 867 CF / (SS.38 CF/FT 10 DI~ RINGS) - 13.D VF 11 (PAVED): 5143 SF X 0,25 FT - 1536 CF / (88.55 CF/FT 10' D.I~.. RINGS) - 22.5 VF 12 (BLDG ROOF): 24~5 SF X 0.25 FT - 801 CF / (65.3~ CF/~ 10 DIA. RINGS) - 5.B VF 12 (PAVED): 5957 SF X D.2S FT - 14.92 CF / (88.55 CF/FT 10, DbA. RINGS) - 21.8 VF 13 {PAVED): 6274 SF X 0.25 FT =, 1589 CF / (~.5S CF/FT 10 D[~/ RINOS) - 22.g VF' 14 (BLDG ROOF): 3210 SF X 0.25 Fi' - 803 CF / (68.38 CF/.,FT 10 DIA. RINGS) - 11.7 VF 14 {PAVED): 2967 SF X 0.25 FT - 742 CF / {68.55 CF/FT 10 DI~., RINGS) - 10.8 VF 15 (BLDG ROOF): 3210 SF X 0.25 FT .- 805 CF / (68.55 CF/..FT 10 DIA. RINGS) - 11.7 VF 15 (PAVED}: 3146 SF X 0.2S FT . 787 CF / (68.56 CF/FT 10 .DIA. RINGS) - 11.5 VF 16 (PAVED}: 6230 SF X 0.20 FT - 1558 CF / (88.38 CF/FT 1,0 DbA. RINGS) - 22.8 VF 17 {PAVED): 3080 SF X 0.25 FT - 77D CF / (68.35 CF/FT 10, DI/~ RINOS) - 11.5 VF 16 (PAVED): 1048 SF X 0.25 FT = 262 CF / (68.35 CF/Fi' 10 04 ,RINGS) = 3.5 VF lg (BLDO ROOF'): 4815 SF X 0.25 FT - 1204. CF / (68.38 CF./.ET 10 DbA. RINGS) - 17.6 VF' lg (PAVED): 5795 SF X 0.25 FT - 949 CF / (88.3S CF/FT 10 DIA. ,RINGS) - 13.9 VF' 20 (BLDG ROOF): 4815 SF X 0.25 FT - 1204. CF / (65.38 CF./,FT 1D DiA. RINGS) = 17.6 VF 20 (PAVED): 3388 ST X 0.25 FT = E42 CF / (65.35 CF/FT 10 .DIA. RINGS) - 12.5 Vi:' 21 (PAVED): 4566 SF X 0.25 FT - 1142 CF / (88.36 CF/FT 10 S.I~, RINGS) - 16.7 VF' 22 {BLDG ROOF): 2273 SF X 0.25 FT - 569 CF / {68.38 CF/.,FT 10 DIA. RINGS) - 5.3 VF 22 (PAVED): 2900 ST X 0.25 FT - 720 CF / (55.55 CF/FT 1D. DIA. RINGS) - 10.6 VF 2S (PAVED}= 3075 SF X 0.25 FT - 769 CF / (88.5S CF/F'I' 10 DIQ RINGS) - 11.2 VF' 24 (BLOO ROOF): 227~ SF X 0.25 FT - 5E9 CF / (08.~ CF/..FT 10 DK RINGS) - 8.3 VF 24 (PAVED): 2570 SF X 0.25 FT - 718 CF / (8S.3S CF/FT 1D, DI~ RINGS) - 10.5 VF 25 (PAVED): 5D42 ST X 0.2S FT - 761 CF / (65.5S CF/FT 10, Db RINGS) - 11.1 VF 26 {PAVED): 2597 ST X 0.25 FT - 649 CF / {58.3S CF/FT 10, DIA. RINGS) - g.5 VF 27 (PAVED): 3020 SF X 0.2S FT - 755 CF / (65.55 CF/FT 1D DbA. RINGS} - 11.0 VF DRAINAGE PCOL SCHEDULE- G.W. @ EL 4.3+/- 0RADE TOP (~ I BOI'FO~ OF EFFECTIVE POOL DIA.(F1 ELEV RINGS EV POOL ELEV DEPTH DASTING lA 10 26.53 23.32 11.36 12 SOLID COVER 18 10 26.53 23.36 11.36 12 SOLID COVER 1C I 0 --- 23....36 11.36 12 NONE 2A 10 26.5.3 23.56 11.36 12 SOLID COVER 28 10 ! 29.55 23.56 11.36 12 SOLID COVER 20 10 --- 23.,38 11.36 12 NONE 3A 6 26.45 ~ ~2~.12.- 20.12 4 SOLID COVER 38 10 --- '2'2.43 10.43 12 NONE 30 10 25,60 22.43 10.43 12 SOLID COVER 3D 10 --- 22.4:S 1 C.43 12 NONE 4A 10 25.82 23.12 15.12 B OPEN GRATE 48 10 25.45 23.12 15.12 8 OPEN ORATE 40 10 25.85 23.12 15.12 8 OPEN GRATE 4D 4. 25.65 23.32 19.32 4 OPEN GRATE 4E 4 25.65 23.32 19.'~2 4 OPEN GRATE 5A 10 25.50 21.53 7.3S 14 SOUD COVER 58 10 25.20 21.33 7.33 14 SOLID COVER 50 10 24.90 21.33 7.3S 14 SOLID COVER 5D 10 24,5D 21.33 7.35 14 OPEN GRATE 5E 10 --- 21.33 7.33 14 NONE 6A 10 24.47 21.15 14.15 7 OPEN GRATE 68 10 24.64 21.13 14.13 7 OPEN GRATE 60 10 24.50 21.13 14.13 7 OPEN GRATE 7A 10 23,78 21.45 7.45 14 OPEN GRATE 78 10 24,15 21.45 7.45 14 SOLID COVER 8A 10 25,27 22.10 7.10 15 SOLID COVER 9A 10 23,97 20.80 9.80 11 OPEN GRATE 98 10 24.46 20.80 9.60 11 SOLID COVER 90 10 24.34 20.80 9.80 11 SOLID COVER 9D 10 24.21 20.50 9.80 11 SOLID COVER IOA 10 25.06 22.01 8.01 14 OPEN GRATE 108 10 25,70 22.01 8.01 14 SOLID DOVER 100 10 25.62 22.01 6.01 14 20LID COVER 11A 10 25.13 21.96 9.96 12 OPEN GRATE 118 10 25.75 21.96 9.99 12 SOLID COVER 110 10 25.60 21.96 g.96 12 SOLID COVER 11D 4 25.53 23.20 19.20 4 OPEN GRATE lEA 10 25.49 22.23 7.23 15 OPEN GRATE 128 10 25.71 22.23 7.23 15 SOLID COVER 120 4 25.56 23.23 lg.23 4 OPEN GRATE 1DA 10 25.66 22.49 10.49 12 OPEN DRATE 158 10 26.01 22.49 10.49 12 SOl.iD COVER 130 4 25.78 23.45 lg.45 4 OPEN GRATE 14A 10 26.01 22.54 10.84 12 OPEN ORATE 1~.B 10 26.25 22.54, 10.54 12 SOLID COVER 15A 10 26.24 23.07 11.07 12 OPEN GRATE 158 10 26.54 25.07 11.07 12 SOLID COVER 16A 10 26.20 23.03 11.03 12 OPEN GRATE 168 10 26.55 23.03 11.03 12 SOLID COVER 160 4 25,93 23.60 19.60 4 OPEN GRATE 17A 10 25.97 22.80 10.5D 12 OPEN GRATE 15A 10 25.75 22.55 16.58 6 OPEN GRATE 19A 10 26.5S 25.42 12.42 11 OPEN GRATE 198 10 26.59 23.42 12.42 11 OPEN GRATE 190 10 26.59 23.42 12.42 11 OPEN GRATE 19D 4 26.59 24.26 20.26 4- OPEN GRATE 20A 10 26.59 23.42 5.42 15 OPEN GRATE 208 10 26.5S 23.42 8.42 15 OPEN GRATE 200 . 26.59 24.26 20.26 4 OPEN GRATE 21A 10 22.87 lg.70 10.70 9 OPEN GRATE 218 10 23.49 19.70 10.70 9 OPEN GRATE 2IA 10 25.13 21.96 11.96 10 OPEN GRATE 228 10 25.61 21.96 11.96 10 SOLID COVER 23A 10 25.05 21.88 9.25 12 OPEN GRATE 24A 10 25.56 22.39 12.39 10 OPEN GRATE 248 10 25.92 22.39 12.39 10 SOLID COVER 25A 10 25.33 22.16 10.16 12 OPEN GRATE 2EA 10 25.65 22,4S 12.4~ 10 OPEN GRATE 27A 10 25.53 22.56 11.36 11 OPEN GRATE PROPGSED · ' ', 8" REENFORCED 'COi~CRETE'SLAB, REFER TO ' XI~ ,,,. BE CONNECl~D TO NEW UNDERGROUND · , ',c. ,,~ "' '., .' :."' ." ..'. ,~..,: .' ,", DL~rAILS. ' ~ PROPOBED 8' SQ. REINFORCED CONCRETE .,' .,' STORMWATER LEADER AND ROUTED TO EXISTING ,'.,. , ,: ., ,. , .,. ,' ~ PAD FOR TRANSFORMER WITH 6' HIOH ,. STORMWATER LEACHINO POOL (APPROX 1150 SF ASPHALT RAMP AT '. . . ' ' · ,' ' BLACK VINYL COA~D CH~JNLINK FENCE . '~. ~ ROOF AREA-295 CF) OVERHEAD DOOR AS "'. "a~ '" ' '.'& .. ~ "' ANO LOCKABLE DOUBLE GATE. INSTALL (5) , '* NECE6SARY TO ACCESS " ""' * ' ' 6' HIGH AMERICAN ABROVlT.~'S OUT~IDE OF ~' ~'' ", BLDG. BLEND TO NEW , · , - . ';" ,2.' FENCE, ON 3 S)DED, AS SCREENING "" ': 60 6 , 2A.69 ," ""~" : "' ""' ~ .... " 24·49 J -- REINFORCED ' PROPOSED SLUE NATCHED STRIPING AND NOTES: CONCRETE STEPS IO'FT,FR~M PARKING STALL UNES TO DELINEATE {1} ,BLDG. ~' RISE/12' TREAD WITH .~ ACCESSIBLE 8PACE AND ACCESS NSLE. INSTALL TOP OF STORMWATER FOOL INTERCONNECT PIPE TO BE INSTAI I;O 4' BELOW RNUNG CENTEREO ON 5TNR5 PROPOSED GRASS AREA EXIST. UTILIT~ POLE T~..I~N ADA SIONAGE AT HEAD OF pARKING SPACE AND TOP OF TOP LEACHIND RING ON THE INLET POOL AND HELD AT CONSTANT I · . , /' %. ACCESS AISLE. EXISTING 2" DIA. WATER ELEVATION WITHIN THE OROUPING OF POOLS. 6" PROP. STEEL EDGING AT EDGE OF PAVEMEN'~ i~ \ NEW PRECA..~r CONCRETE SERVICE 'TO INDUSTRIAL ARTS ~ O~ '4" '\ OX / STORMWATER LEACHINO POOL lTD RETNN ASPHALT ~ ~ I BLDO TO REMAIN POOLS 7A ~ 75 SHALL HAVE FLAT SLAB INSteAD OF LOW PROFILE DOME. W~I OPEN GRATE CASTINO AT ORADE FOR STORMWA~R POOL NUMBERS CORR~POND TO DRNNACE ZONE DERIONATIONS. I ' DRAINAGE ('rfP. THROUGHOUT PROP. 40 LF GUIDE RNL SET 2' OFF EDGE OF PAVEMENT. X ~UtDE RAJL SHN. L BE G,N.V. CORRUGAIED STEEL '~fPE MOUNTED -- ~ N CENteR, TOP OF RAIL TO BE 2/" ABO~E GRADE, ENDS OF' ~ ~ (~} / 000.0: EXISTINO GRADE '~ ...' F~,IL TO NAVE WRAP-AROUND SECTION. ',~ ,7 .,. , ~..../ BC BOTTOM OF CURB =0 TO '1F,F, 25JS I. ' , 'r,.' :~ .'~, ~)~!~PDEED 9' X 1S' go' PARKINO STAUCS ~ / /I TO TOP OF GRATE PROPOSED , , , ., TO REMAIN ~ PROPOSED PROX LANDSCAPE 125.651 ~' ' ' ', , ' ', ~ LANDSC~E [~ PROPOSED POOL DESIGNATION ?S CF) AREA MA~, ORADE ALONG B!-D~ TO BE 25,7- ORADE ,., 'i ', . : ,. ~.' . .~ . · i, ',k", " R, ' '" AREA , ",, 4-2.8' ./ I '~' I~ROONN£CT LEACHING POOLS (TYP), ~ ~ ~ TC 22.11 ,,.., .,~ . -- EXIST. EXTERIOR STORIdWATER !..E~HINO POOL wm-I SOUD CO~ER CAST1NO AT ..... ,, ,, . .... .,,,, , ', · ....~ · ,.';' ~: . . . ..:... ,,, · ROUTED TO STORMWATER CP EXIb-DNO STORM POOL NOT VI$1BIF AT GRADE .~.' ;, - . '~ , ,,' . ," PROPOSED 1S' LONO "NICOLOK" O0 PROPOSED 6" REINFORCED CONCRETE SIDEWALK (LOCATION EASED ON ARCMN~ PLANS) .... ~, ' ' ·" ' ~" ' .... ' '" ~ 126.19t 125.5gl RETAINING WALL WITH RAILING LF. ACHIHG POOL (APFROX 72S % ,' 5' \ SF ROOF AREA I[~CH-162 CF' FROM NEW BUILDING ACDmoN TO NEW PARKING SD EXISTING STORM POOL WITH OPEN ORATE COVER AT GRADE :D%~'''~''''~ .:. ; * .,. , .-- ~ ~ X SP EXISTING STORM POOL WITH SOUD COVER AT GRADE ~,,... I .. , * '" . *' I ~^! ~ [~ST~NO 6roG. STORM L~eER msc~omo AT G~£ UL 7S CF) . '... ~ PROP ~ UL ,I ~ UL EXISTING BLDG. STORM !..~ER CONNECTED TO UNDERGROUND PIPE AREA RL ~XmNG S~. STO.M ~ER S~SC.~0~.0 TO LOWER 6U~ .OOF INSTN..L NEW CAST IRON WATER F.F. 2B.73 F.F. 26.73 180.7' m~.G ~R,o. ROOt '-~ I SE.R~CE TO CONNECT NEW 6" MNN TO 4" SPRINKLER SERVICE IN NEW BLDG ExI~rlNO EXTERIOR ROOF LEADER TO BE CONNECteD TO =,?., ~ ACDmON. BURIAL DEFTI-I TO BE -EXISTING Ex'r~RIOR ROOF LEADER TO BE CONNECI[D TO NEW UNDERGROUND ~.U' I 4'-5" BELOW GRA~E` LEADER TO SE CONNECTED TO NEW UNBERGROUND STORMWATER LEADER (APPROX EXIST. EB(TERIOR -- NEW 10' DIA PRECAST CONCRETE STORMWATER LEADER SHALL BE CONNECTED NEW 6' DIA. SOUO CONCRETE LEACHING POOL WITH OPE~I GRATE C*ASTING AT TO NEW UNDERGROUND AL r~ ~ / X m# REIN. CONCRETE SLABS FOR CDD.D,NATED \ I AL ~ . CONCRE'~ SLAB BE'~EEN CURSING AND I I ~ ~ ~ // LEACHING POOL WITH SOUD COVER CO I ; NEW PFREC~.~T CONCRETE STORMWATER mST. EX'toRPOR STORMWATER-- 0 ~ \ / C~N(=LEACH~mGATPOOLGSACE`WrmcooRm~TESOUD COVER '"--'J UL UL UL I__ ~ LEACHING POOL {APPROX 2350 UL X -- X r- I ~,7©~ SF ROOF ~EA ~H-556 CF) xv 0 < JR/SR HIGH C9 X ii x z SYSTEM 'C' 'Tl ' Nx PAVEMENT II V P AV E.ME NT EDGE PAVEMENT C 0 U SP.E IN .O~ OF SCHOOL ZONE 6 (PA~): 1872 SF X 0.25 ~- 468 CF / (~.38 CF/~ 10 D~ RINGS) - 6.B W ZONE 7 (PA~): 7415 SF X 0.25 ~- 1~ CF / (58.~ CF/~ 14 D~ RINeS) - 27.1 ~'~ ~ ~ E ~19- G.C S~L IN~L 6 D~. ~ ZONE 9 (PA~): 11593 SF X 0.25 ~ - 2898 CF / (68.~ CF~ 10 D~.RIN~) - 42.4 ~ ', SO~H~T CORNER OF SCHOOL PROPE~ ~/ -- ZONE ~0 (a~ ~CO~: 7056 S; X 0.25 ~ - ~7~ CF / (ea.=a cF/~ ~0 D~ mN~) - 25.8 ~ ~ TO N~ FIRE H~ LO~ON. ALTERNATE Ii ZONE 11 (PA~D): 81~ SF X 0.25 ~ - 1538 CF / (68.~ CF/~ 10 D~ RIN~) - 22.5 W ~ % RE~ROATION, ~D ALL ~SOClATED WORK. ZONE 14 (PA~)= 2967 SF X 0~5 ~- 742 CF / (~.~ CF/~ 10 D~,RIN~) - lO.a ~ ZONE 16 (PA~D): 82~ SF X 0.25 ~- 15~ CF / (68.~8 CF/~ 1~ D~ RIN~) - 22.8 ~ ZONE 17 (PA~D): 5080 SF X 0.25 ~- 770 CF / (~.~ CF/~ 10, D~ RINGS) - 11.~ ~ ZONE 18 (PA~D): 10~ SF X 0.25 ~- 282 CF / (88.~ CF/~ 10 D~ ~INeS) - 5.a~ [ . EXIST. SEPTIC ZONE 21 (PA~D): ~66 SF X 0.~ ~ - 1142 CF / (~.~ CF/~ 10 D~ RIN~) - 16.7 W ZONE 22 (B~ RO0~: 2273 SF X 0.25 ~ - 569 CF / (68.~ CF/~ 10 DK RINGS) - 8.3 ~ ZONE 22 (PA~D): 2900 SF X 0.25 ~ - 725 CF / (68.~ CF/~ 10 DK RIN~) = 10.6 ~ ZONE 24 (PA~D): 2870 SF X 0.25 ~- 718 CF / (~.~ CF/~ 10: D~ RINGS) - 10.5 ~J ZONE 25 (PA~D): ~2 SF X 0.25 ~ - 7~I CF / (68.~ CF/~ 10, D~ RINGS) - 11.1 ~ ~Ne ~. ~ ~ ~.[~ TO UNDEEO~UND PiPE ' DRAINAGE POOL SCHEDULE- G.W. 0 EL 4.3+/- GRADE TOP OF , 501'FOM OF EFFECTIVE POOL DIA.(FT) ELEV RINGS ELEV POOL ELEV DEPTH CASTING lA 10 26.5,3 25,56 11.,.36 12 SOLID COVER 18 10 26.55 25,36 11.36 12 SOLID COVER 1C 10 --- 25.36 11.36 12 NONE 2A 10 26.55 23.56 11.36 12 SOLID COVER 28 10 26.53 23.36 11.36 12 SOLID COVER 20 10 --- 2,3.36 11.36 12 NONE 3A 6 26.45 24.12 20.12 4 SOLID COVER 38 10 --- 22.45 10.43 12 NONE 30 10 25.60 22,45 10.43 12 SOLID COVER 36 10 --- 22.45 10.43 12 NONE 4A 10 25.85 23.12 15.12 6 OPEN GRATE 48 10 25,45 25.12 15.12 5 OPEN GRATE 4C 10 25.R5 23,12 15.12 6 ~OPEN GRATE 46 4 25.65 23.32 19.52 4 ,OPEN GRATE 46 4 25.65 23.32 19.32 4 OPEN GRATE 5A 10 25.30 21.55 7.55 14 SOLID COVER 58 10 25.20 21.33 7.55 14 SOLID COVER 50 10 24.90 21.5,.3 7.55 14 EOLID COVER 56 16 24.50 21,35 7.33 14 OPEN GRATE 55 10 --- 21.,33 7.33 14 NONE 6A 10 2 ~-.47 21.15 14.13 7 OPEN GRATE 68 10 24.64 21.15 14.15 7 OPEN GRATE 6C 10 24.50 21,15 14.15 7 OPEN GRATE 7A 10 25,78 21.45 7.45 14 OPEN GRATE 78 10 24.15 Z1,45 7.45 14 SOLID COVER 5A 10 25.27 22.10 7.10 15 SOLID COVER gA 10 25.97 20.80 9.80 11 OPEN GRATE 98 10 24.46 20.80 9.90 11 EOLID COVER 90 10 24.*~4 20,80 9.RO 11 SOLID COVER gD 10 24.21 20.80 9.80 11 EOLID COVER IOA 10 25.06 22.01 8.01 14 OPEN GRATE 108 10 25.70 22.01 9.01 14 SOLID COVER 100 10 25.62 22.01 8,01 14 SOUD COVER 11A 10 25.13 21.96 9.96 12 OPEN GRATE 118 10 25.75 21.96 9.96 12 SOLID COVER 110 10 25.60 21.96 9.96 12 SOLID COVER 116 4 25,53 23.20 19.20 4 OPEN GRATE 12A 10 25.40 22.2,3 7.25 15 OPEN GRATE 128 10 2,5.71 22.25 7.25 15 SOUD COVER 12C 4 25.56 23.25 19.25 4 OPEN GRATE 13A 10 25.66 22.49 10.49 12 OPEN GRATE 138 10 26.01 22.49 10.49 12 50LID COVER 15C 4 25.78 25.45 19.45 4 OPEN GRATE 14A 10 26.01 22.84 10.84 12 OPEN GRATE 146 10 26.25 22.54 10.84 12 EOLID COVER 15A 10 26.24 25.07 11.07 12 OPEN GRATE 158 10 26.54 23.07 11.07 12 SOLID COVER 16A 10 26.20 25.05 11.05 12 OPEN GRATE 168 10 26.55 25.05 11.05 12 SOLID COVER 160 4 25.93 25.60 19.60 4 OPEN GRATE 17A 10 25.97 22.50 10.50 12 OPEN GRATE 15A 10 25.75 22.58 16.59 6 OPEN GRATE 19A 10 26.59 23.42 12.42 11 OPEN GRATE 198 10 26.59 23.42 12.42 11 OPEN GRATE 190 10 26.59 23.42 12.42 11 OPEN GRATE 196 4 26.59 24.26 20.26 4 OPEN GRATE 20A 10 26.59 2'~.42 8.42 15 OPEN GRATE 208 10 26.59 25.42 8.42 15 OPEN GRATE 200 4 26.59 24.26 20.26 4 OPEN GRATE 21A 10 22.87 19.70 10.70 9 OPEN GRATE 218 10 23,'1.9 19.70 10.70 9 OPEN GRATE 22A 10 25.15 21.96 11.96 10 OPEN GRATE 228 10 25.61 21.96 11.96 10 SOLID COVER 23A 10 25.05 21.58 9.68 12 OPEN GRATE 24A 10 25,56 22.39 12.59 10 OPEN ORATE 248 10 25.92 22.39 12.39 10 SOLID COVER 25A 10 25.53 22,16 10.16 12 OPEN GRATE 26A 10 25.65 22.48 12.48 10 OPEN GRATE 27A 10 25.55 22.36 11.36 11 OPEN GRATE ~ ~ ~ ~ AND P,~lusEo E~m~Y. M£~T EXIS'rlNG CURSING TO NEW FIRE HYDRANT LOCATION. ALTERNA 23.oo SHALL INCLUDE TAP INTO EXISTING SERVIC 3O'R INSTALLATION OF FIRE HYDRANT, RESTROATION, AND ALL ASSOCIATED WORK. EXIST. TREE TO REMAIN NOTES: ~ TOR or STOR.WATE..00. , .CO.N£CT P,PE mO 85 4' .ELOW ' HIGH TOP OF TOP LEACHING RING ON THE INLET POOL AND HELD AT CONSTANT POOL NUMSERS CORRESOND TO DP. MNN~E ZONE DES~G~llONS. SCALE ........................ 1" = 10'-0" ~ A 003 PTIC LAWN x,( -, \ / CONC EXIOTING GREASE TRAP ,,) f?-} WALK LAWN 33.7' 18.6' II INSTALL NEW 8" COPPER WATER SERVICE TO CONNECT EXISTING 6' MAiN TO 2' FEED TO INDUEI~IAL ARTS BLDG AND 4' RRE SPRINKLER FOR BLDG ADDmON. BURIAL DEPTH TO BE MIN. PROPOSED 2" DIA. COPPER SUPPLY · RETURN PIPES TO BOILER ROOM. REFER TO PLUMBING DWGS. EXISTING S' DIA. WATER PROPOSED BLUE HATCHED $~I~IPING AND pARKING STALL UNE$ TO DELINEATE N~CEESlBLE SPACES AND ACCESS NSLE. INSTALL ADA SlONAGE AT HEAD OF EACH SPACE AND ACCESS ACCESSlBI!-' RAMP WITHIN SlOEWALK.-~ LO REFER TO DSTNL ~ · PROPOSED 5' THICK CONCRE'~: SIDEWALK FROM DOOR TO NEW PA~KING AREA AND EXISTING RECESSED STNEWELL EXIST. EXTERIOR STORMWATER LEADER BE CONNECTED TO NEW UNDERGROUND STORIdWATER LEADER AND ROUIED TO -IRL STORMWATER LEACHING POOL (APPROX 2375 BF ROOF AREA-SB4 CF)aA~.~' EXIST. EXTERIOR STORMWATER LEADER BE CONNECTED TO NEW UNDERGROUND STORMWA~=R LEADER AND ROUTED TO STORMWATER LEACHING POOL (ARPROX 1172 EF ROOF AREA-293 CF) PROPOSED 2' DIA. U/G COPPER SUPPLY & -- RETURN PIPES IN 4' FRP SEC. CONT. PIPE FROM TANK TO BOILER ROOM PROPOSED 15.000 CAL. U/O D/W FUEL OiL- TANK BENEATH 12' X 49' X S' REINFORCED CONCRETE SLAB. TANK TO SE LAID OUT pARALLEL TO & 26 FT FROM EAST BLDG WALL. REFER TO DETAILS. EXIST. EXTERIOR STORMWATER LEADER BE CONNECTED TO NEW UNDERGROUND STORMWATER LEADER AND ROUTED TO A R EAWAY INSTALL NEW 4" CAST IRON WATER SERVICE TO CONNECT NEW 6' MAIN TO 4' SPRINKLER SERV1CE IN NEW BLDG ADDITION. BUR[AL DEFITH TO SE MIN. 4'-6' BELOW GRADE. PROPOSED 5' X $' WIDE -- REINFORCED CONCRETE SIDEWALK FROM DOOR TO 74.0,PARKING N~EA LAWN e 26.50 26.00 25,60 I · ~--,-'/ // 0 \\ _[ ..... -,e,, 25.57 STORMWA1'r-R !..EN~HING POOL (ARPROX 8OO SF .; . -{. -. , '; 2 _2.4' PROPOSED 2DIA. GALV STEEL FUEL OIL --. : ~ RISER. -,r. AMfNATE MIN. 12' ABOVE GRADE :" ANo 3, FRo. BLDG OPE.,NGS. ,, > .. % ': p A V E M E N T pROPOSED L OE OTIO.Z..G.L L-- '-'";" '.' ALARM CONTROL PANEL/ .~INUNGIATOR FOR ,. , ' ' '""' ; C 0 N C ,,EL O,L TAN ,OU,TEO O, AT 6' ...., .. .,. , ~\ ~ / RAMP L AWN L / (68) PROPOSED 9' X 16' go' PARKING STALLS (LAID OUT PERPENDICULAR TO 4 EAST SIDE OF BUILDING) NEW PRECAST CONCRE'~ STORMWATER LEACHING POOL WITH SOUD COVER CASING AT GRADE. COORDINA~ LDCATION WITH U/O EI~imCAL 2" DIA. WATER SERVICE TO INDUSTRIAL ARTS BLDG TO REMNN NEW 2" COPPER WATER SERVICE TO CONNECT NEW 8' MAiN TO 2' FEED TO INOUEI~IAL ~ BLDG. BUR~i DF-RTI-I TO BE MIN. 4'-,6' BELOW GRAD~ PROPOSED WHRE PAVEMENT ARROW. INSTALL AT LOCAllOINS INDIFCATED ON PLAN. EXIST. DRAIN AT BOTfOM OF AREAWAY -AREAWAY AREAWAY UL AREAWAY ~HING L~HING POOL (~P~X ~ SIDE e~) ~ -- ' ..... 26.*0 27.25 26.75 EXIST. EXTERIOR STORMWATER LFADERS SHALL BE CONNECTED TO NEW UNDERGROUND PROPOSED 4' DUCTILE IRON STORMWATER LEADER WITHIN AREAWAY FROM BASE OF BLDG LEADER THROUGH CONCRE/E WALL APPROX, F~R 2 INV EL 1YP 36.9' EXIST. E.X'F-RIOR STOR~II~ATER LEADERS ON FRONT OF BLDG. SHALL BE CONNECTED TO NEW UNDERGROUND STORMWA~R LEADER AND RGult.u TO STORMWATER LEACHING POOL (N~PROX 1605 SF ROOF AREA EACH-402 CF) 'PtPICAL FOR 6 WALL (APPROX. INV EL AB') 38.0' 72.5' 24.5' o 'L AREAWAY STEPS TO REMAIN '4= 5'R "/,.,'. , '. ~,.. .., .... . . ..__ , 24.5' AREAWAY ' 27.40 I*' 2s.9o EXIST, STEPS TO REMAIN TC 27.45 IBC 26.95 27.45 26.95 26.65 ~ pROPOSED ;CESSIELE RAMP iN SIn ~WILK PROPOSED O~W~ / ~TC 27.45 BC 25.95 (REFER TO DETNL) ~ PROPOSED 6" REINFORCED CONCRET~ CURBING %M N<LEpCOVERS SET IN OONCR E POR · TANK TO REMAIN AREA PROPOSED SITE ~''~. SHALL INSTALL 6" DIA. ~ ............ SCALE ........................ EXISTING RPZ AT OF SCHOOL PROPERTY 26.95 , , PROPOSED PREP..~ST CONCIRETE STORMWATER LEACHING POOL wrfl'l CAS'~NG AT GRADE FOR INTERCONNECT LEACNING SET PIPE 4 IT DOWN FROM TOP RING. EXISTING 6" DIA. WATER SERVICE DRNHAGE CN. CU~ATIONS (BABED ON B" RNNFALL PER NY~ PLUMBING CODE): ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE BLDG ROOF): 9844 SF X 0.25 FI' - 2461 CF / (88.38 CF/FT 10' DIA. RINGS) - 38.0 VE 2 BLDG ROOF): 6400 SF X 0,25 IT - 1600 CF / (ES,~8 CF/Fr 10' DIA. RINGS) - 23.4 VF 3 BLDG ROOF): 11532 SF X 0.25 FT ,- 2888 CF / (68.36 CF/FT 10' D[~. RINGS) - 42.2 VF 4 COUR~t'ARD): 3949 SF X 0.25 ET - 987.3 CF / (68.58 CF/IT 10' D~. RINGS) - 14.4 VE 8 BLDG ROOF); 17052 SF X 0.25 FT - 4265 CF / (55.38 CF/Fr 10' Dl~. RINGS) - 62.3 6 BLDG ROOF): 3540 SF X 0.25 ET - 885 CF / (GS.~8 CF/Fr 10' D~ RINGS) - 12.9 YE 5 (PAVED): 1872 SF X 0.25 IT - 468 CF / (68.36 CF/FT 10' DIA. RINGS) - 6.6 VE 7 (PAVED): 7415 SF X 0.25 FT = 1854 CF / (66.36 CF/~ 10' 0~ RINGS) - 27.1 VF 8 (BLDG ROOF): 3896 SF X 0.25 FT - 974 CF / (68.~8 CF/FT 10' DIA. RINGS) ,, 14.2 9 (PAVED): 11593 SF X 0.25 IT - 2896 CF / (68.38 CF/FT 10' DI~ RINGS) ,- 42.4 VF 10 (BLDO ROOF): 7058 SF X 0.25 IT - 1784 CF / (66.38 CF/Fr 10' DiA. RINGS) - 25.8 VE 10 (PAVED): 4212 SF X 0.25 FT - 1053 CF / (65.3~ CF/IT 10' DIA. RINGS) - 15.4 YE 11 (BLOC ROOF): 3547 SF X 0.25 Fi' - 887 CF / (68.38 CF/Pr 10' DIA. RINGS) - 13.0 VF 11 (PA~/['D): 6143 SF X 0.25 FT - 1539 CF / (68.38 CF/IT 10' DiA. R~NGS) - 22~5 Vt= 12 (BLDG ROOF): 2405 SF X 0.25 IT - 801 CF / (66.38 CF/PT 10' DIA. RINGS) - 8.8 12 (PAVED): 5967 SF X 0.25 FT - 1492 CF / (68.38 CF/IT 10' DIA. RINGS) - 21.6 VE 15 (PAVED): 8274 SF X 0.25 FT - 1569 CF / (68.38 CF/IT 10' DiA. RINGS) - 22.9 VF 14 (BLDG ROOF); 3210 SF X 0.25 FT - 803 CF / (65.38 CF/FT 10' DIA. RINGS) = 11.7 VF 14 (PAVED): 2967 SF X 0.25 IT - 7/,2 CF / (68.38 CF/PT 10' DI/~ RINGS) = 10.6 YE 15 (SLOG ROOF): 3210 sr X 0.25 Fi' = 803 CF / Cee.sa CF/ET 10' DI~._ RING[~)~,- 11.7 ~F ZONE 18 (PAVED): 8230 SF X 0.25 IT - 1558 CF / (68.38 CF/F'r 10' DIA. RINGS) - 22.8 VF ZONE 17 (PAVED): 3080 SF X 0.25 FT - 770 CF / (ES.S8 CF/IT 10' DiA. RINGS) - 11.3 W' ZONE 16 (PAVED): 1048 SF X 0.25 IT - 262 CF / (68.38 CF/IT 10' DL~. RINGS) - 3.8 ~ ZONE 19 (BLOC ROOF): 4815 SF X 0.25 FT - 1204 CF / (68.38 CF/FT 10' DIA. RINGS) - 17.6 VF ZONE 19 (PA~[D): 3795 SF X 0.25 FT - 949 CF / (68.36 CF/IT 19' DIA. RINGS) - 13.9 VF ZONE 20 (BLDG ROOF): 4815 SF X 0.25 Fi' - 120/, CF / (80.38 CF/FT 19' Dt~. RINGS) - 17.8 VF ZONE 20 (PAVED): 3368 SF X 0.25 IT - 542 CF / (88.35 CF/IT 10' D!~ RINGS) - 12.3 VF ZONE 21 (PAVED): 4566 BF X 0.25 FT - 1142 CF / (68.58 CF/IT 10' D~ RINGS) - 16.7 YE ZONE 22 (BLDG ROOF): 2273 SF X 0.25 ~ - 569 CF / (68.38 CF/Fr 10' DiA. RINGS) - 9.3 VI= ZONE 22 (PAVED): 2900 SF X 0.25 IT - 725 CF / (88.35 CF/IT 10' DIA. RINGS) - 10.6 VF ZONE 23 (PAVED): 3075 SF X 0.25 FT - 769 CF / (118.35 CF/FT 10' DIA. RINGS) - 11.2 VF ZONE 24 (BLOC ROOF): 2273 SF X 0.25 FT - 569 CF / (65.38 CF/PT 10' DIA. RINGS) = 9.3 VF ZONE 24 (PAVED): 2870 SF X 0.25 FT - 716 CF / (86,36 CF/ET 10' DIA. RINGS) - 10.6 VF ZONE 25 (PAVED): 3042 SF X 0.25 FT - 761 CF / (68.38 CF/IT 10' DIA. RINGS) - 11.1 VF ZONE 26 (PAVED): 2597 SF X 0.25 FT - 8~9 CF / (68.38 CF/IT 10' DIA. RINGS) - 9.5 VP ZONE 27 (PAVED): 3020 SF X 0.25 IT - 755 CF / (68.35 CF/IT 19' OIA. RINGS) - 11.0 YE 27.17 26.67 PLAN DRAINAGE POOL SCHEDULE- G.W. G EL 4.3+/- GRADE TOP OF BOTTOM OF EFFECTIVE POOL DIA.(FT) ELEV RINGS ELEV POOL ELEV DEPTH CASTING lA 10 26.53 23.56 11.36 12 SOLID COVER 18 10 26.53 25.36 11.35 12 SOLID COVER 1C 10 --- 23.36 11.55 12 NONE 2A 10 26.53 23.36 11.36 12 SOLID COVER 28 I 0 16.55 23.36 11.36 12 SCUD COVER 2C 10 --- 23.36 11.36 12 NONE 3A 6 26.45 24.12 20.12 4 SCUD COVER SB 10 --- 22.43 10.43 12 NONE 5C 10 15.60 22.43 10.43 12 SOLID COVER 30 10 --- 22.A5 10.43 12 NONE 4A 10 25.85 23.12 15.12 R O=EN GRATE 48 10 25.45 25.12 15.12 R O=EN GRATE 4C 10 25.85 23.12 15.12 8 O=EN GRATE 40 4 25.85 23.32 19.32 4 O=EN GRATE 45 4 25.65 23.32 19.32 4 O=EN GRATE 5A 10 25.30 21.33 7.33 14 SOLID COVER 58 10 25.20 21.33 7.55 14 SOLID COVER 5C 10 24.90 21.33 7.35 14 SOLID COVER 50 10 24.50 21.33 7.53 14 D=EN GRATE 55 10 --- 21.33 7.33 14 NONE 6A 10 24.47 21.15 14.15 7 O=EN GRATE 68 10 24.64 21.13 14.13 7 O=EN GRATE 6C 10 24.30 21.13 14.13 7 O=EN GRATE 7A 10 23.78 21./,5 7.45 14 O=EN GRATE 78 10 24.15 21.45 7.45 14 SOLID COVER BA 10 25.27 22.10 7.10 15 SOLID COVER 9A 10 25.97 20.60 9.80 11 O=EN GRATE 98 10 24.45 20.60 9.80 11 SOLID COVER 9C 10 24.54 20.80 9.80 11 SOLID COVER gD 10 24.21 20.80 9.80 11 SOLID COVER IOA 10 25.06 22.01 8.01 14 O=EN GRATE 108 10 25.70 22.01 6.01 14 SOLID COVER 10C 10 25.62 22.01 6.01 14 SOLID COVER 11A 10 25.13 21.96 9.96 12 O=EN GRATE 116 10 25.75 21.96 9.96 12 SOLID COVER 11C 10 25.60 21.96 9.96 12 SOLID COVER 110 4 25.55 23.20 19.20 4 OPEN GRATE 12A 10 25.40 22.25 7.25 15 O=EN GRATE 128 10 25.71 22.25 7.25 15 SOLID COVER 12C 4 25.55 23.23 19.23 4 O=EN GRATE 13A 10 25.66 22.49 10.49 12 O=EN GRATE lOB 10 28.01 22.49 10.49 12 SOLID COVER 13C 4 25.78 23.45 19.45 4 O=EN GRATE 14A 10 26.01 22.84 10.84 12 O=EN GRATE 148 10 26.25 22.84 10.84 12 SOLID COVER 15A 10 ~6.24 23.07 11.07 12 O=EN GRATE 158 10 26.54 25.07 11.07 12 SCUD COVER 16A 10 26.20 23.03 11.03 12 C~EN GRATS 168 10 26.55 23.03 11.03 12 SOLID COVER 16C 4 25.95 23.60 lg. SO 4 O=EN GRATE 17A 10 25.97 22.60 10.80 12 O=EN GRATE 18A 10 25.75 22.58 16.58 6 OPEN GRATE 19A 10 26.59 23.42 12.42 11 O;EN GRATE lgB 10 26.59 23.42 12.42 11 C=EN GRATE Igc 10 26.59 23.42 12.42 11 OPEN GRATE lgD 4 26.59 24.26 20.26 4 OPEN GRATE 20A 10 26.59 25,42 5.42 15 OPEN GRATE 208 10 26.59 23.42 B.42 15 OPEN GRATE 20C A 26.59 24.26 20.26 4 OPEN GRATE 21A 10 22.87 lg.70 10.70 9 C=EN GRATE 218 10 23.49 19.70 10.70 9 OPEN GRATE 22A 10 25.15 21.96 11.96 10 OPEN GRATE 228 10 25.61 21.96 11.96 10 SOLID COVER 2SA 10 25.05 21.BB g.88 12 OPEN GRATE 24A 10 25.56 22.39 12.59 10 OPEN GRATE 248 10 25.92 22.39 12.sg 10 SOLID COVER~ 25A 10 25.33 22.16 10.15 12 CPEN GRATE 2SA 10 25.65 22.48 12.48 10 OPEN GRATE 27A 10 25.55 22.56 11.36 11 C~EN GRATE NOTES: TOP OF STORMWATER POOL INTERCONNECT PIPE TO BE IN~AII~ 4' BELOW TOP OF ~P ~CH[NG RING ON ~E IN~ POOL ~D HE~ AT ~N~ E~A~ON W~IN ~E GROUPING OF ~. PO0~ 7A · 7~ S~ ~ ~T S~ IN~ OF L~ P~R~ ~ME. 1" = 10'-0" ,,e RROPO~ED "STOP' SIGN ~RI-lC · "00 NOT ENTER SIGN' [~R3-15C 8' DIA. SIR38 FNC PIPE TO INTERCONNECT LEACHIING POOLS SET PIPE 4 IT DOWNI FROM TOP RING. POOL NUMBERS CORRESPOND TO DRNNAGE ZONE DESIGNATIONS. LEGEND 000.00 EXISTING ~ PROPOSED GRADE TC TOP OF CUEB SC BOTTOM OF CURB FF FINISHED FLOOR TG TOP OF GRATE [~ PROPOSED POOL DESIDNATIOf ~'~ RIDGE LINE · pITCH CD CP SD SP N. UL RL EXISTING STORM LEGEND EXISTING STORM BASIN NOT VISIBLE AT GRADE (LOCA~ON BASED ON ARCNNE PLANS) EXtST1NG STORM POOL NOT VISIBLE AT GRADE (LOCAllON BASED ON ANCHN~ PLANS) 55'R TC 27.45I BC 26.95 JR/SR HIGH PROPOSED 4" DUCTILE IRON STORMWATER LEADER WITHIN AREAWAY FROM BASE OF BLSG LEADER THROUGH CONCRETE WALL (APPROX. INV EL 48') 1YP FOR 2 ~ ~°~.~' 'UL AREAWAY UL EXIST. EXTERIOR ETORMWATER LEADERS ON FRONT OF BLDG. SE-[ALL BE CONNECTED TO N~W UNDERGROUND STORMWATER LEA~ER AND ROUTED TO STORMWATER LEACHING POOL (APpROX 1805 SF ROOF AREA EACH-402 CF) ~PJCAL FOR 6 -- PROPOSED 4' DIA DUCTILE IRON i STORMWAT[R LS~ER W~H~N I AREAWAY FROM BASE OF 8LDG LEADER THROUGH CONCRETE WALL (APPROX. INV EL 45') 1YP FOR 2 4" // 58.0' 36.9' 72.5' o 24.5' STEPS TO REMAIN '4" PROPOSED 5' REINFORCED SIDEWALK. 11~ANSmON AND MEEt IBC 26.951 ' ....... ' ~ k k ~S~PROPOS~ ACC~SIB~ ~P IN SID~~:C~SIB~ ~P IN Sl~ ~ ~ p~P~ED PRE~ ~NC AREAWAY '4' 4" TOj ~ BC 26.90 EXIST. STEPS / [~ \ I I St PROPOSED ~P" SIGN ~RI-lC & 'DO NOT ENIU~ SIGN' ~R5-15C PROPOSED PRECAST CONCRL-[E STORMWATER CATCH B/~IN WITH OPEN ORATE CASING AT GRADE FOR ~TORk~ATER DRNNADE THROUGHOUT PAV[D AREAS) ~ 27.451 ~O'R J · ~ · ~[;~'~ ~ T~ 27.45 I · ' ~ . ~ k'~ ~ I ac 2o.~5 I ~~ ~/ (REAR m D~NL) PROPO~ a' REINFORC~ ALTERNATE ft/lg- G.C SHALL INSTALL 6" DIA, ~ WATER MAIN FROM EXIST]ND RPZ AT INTERCONNECT LEACHING POOLS ; SOUTHEAST CORNER OF SCHOOL PROPER~Y TO NEW FIRE HYDRANT LOCATION. ALTERNATE SHALL INCLUDE TAP INTO EXISTING SERVICE, INSTALLATION OF FIRE HYDRANT, RESTROATION, AND ALL ASSOClA'IE:D WORK· PROPOSED 5' REINFORCED CONCRETE SIDEWALK (REFER TO DETNL) ALTERNATE f~19- G.C SHALL INSTALL 6" DIA. WATER MAIN FROM EXISTING RPZ AT EXISTING RPZ WITHIN EARTHEN B£RU SOUTHEAST CORNER OF SCHOOL PROPERTY TO NEW FIRE HYDRANT LOCATION. ALTERNATE SHALL INCLUDE TAP INTO EXISTING SERVICE, INSTALLATION OF FIRE HYDRANT, RESTROATION, AND ALL ASSOCIATED WORK· PROPOSED S' REINFORCED- CONCRETE CURBING TC 26.76 26.26 TC 26.76 ~--~1 25.26 EXIST. FLAGPOLE TO REMAIN PROPOSED B" REINFORCED CONCRETE SIDEWALK (REFER TO DETNL) EXIS~NG 6" DI~ WATER SER~CE ALREADY PROTECTED WITH RPZ PER SCWA RECORDS (ACCT~ 3000385251) 26.75 25.85 PROPOSED REINFORCED CONCRL-TE CURBING~ AT -- ROADWAY TO CREATE DERNED R~)IUSED CUIRBCUT- NYSDOT ffEM 108OS.2~01. TAR~ CURBING IOOWN TO ZERO R~ AT ROADWAY. TERMINATE AT P~EOJECTION OF EASTERLY PROPE~qT UNE TO AVOID CONIFUCT wm.I LOCATION OF EXISTING NEIGHBORINO DRIVEWR.Y. -- PROPOSED ACCESSIBLE RN~P ~ TACTILE MARKERS PER NYSDOT AT CUR~CUT ('~tP FOR 2) PROPOSED REINFORCED CONCRETE CURBING ALONG ROADWAY TO CREATE DEFINED RADIUSED CURBCLIT- NY~DOT ITEM 10609.2801. TAPER CURBING DOWN TO ZERO REVEAL AT ROADWAY END TO MEET EXIStiNG CONDmONS. ? DRNI~GE CALCULATIONS (BASED ON 3' RNNFALL PER NYS PLUMBING CODE): ZONE I (BLDO ROOF): 9844 SF X 0.25 FT - 2461 CF / (68.38 CF/fi' 10' DIA. IRIN~S) - 36.0 VF ZONE 2 (BLDG ROOF): 6400 SF X 0.25 FT . 1600 CF / (GS.3B 10' DR. I RINOS) 23.4 VP ZONE 3 (BL~G ROOF): 11532 SF X 0·25 FT - 2883 CF / (~.38 C~/Fr 1~' o~., RINGS) m 42.2 VF ZONE 4 (COUR1YARD): S948 SF X 0.25 FT m 857.3 CF / (~B.38 CF/FT 10 DIA. RINOS) m 14.4 ~F ZONE S (BLDG ROOF): 17052 SF X 0.25 FT - 4263 CF / (85.38 CF/Fr 10' DIA.. RINES) - 52,3 VF ZONE 6 (Bi.DO ROOF): 3540 SF X 0.28 FT - 885 CF / (88.38 CF/PT 10' Dt~ RSNES) - 12.9 VF ZONE 6 (PAVED): 1872 SF X 0.25 FT - 4~8 CF / (68.38 CF/PT 10' DR. RINGS)) - S.~, 4D' ZONE 7 (PAVED): 7415 SF X 0.25 FT = 1854 CF / (~8.38 CF/IT 10' DiA. RIN~) - 27.1 VF ZONE S (BLDO ROOF): 3896 SF x 0.25 IT - 974 CF / (68.3~ CF/Ff 10' DR. R~INGS) - 14.2 VF ZONE g (pAVED): 11593 SF X 0.25 FT - 2898 CF / (gs.~a CF/IT 10' DIA. RIN~S) m 42.4 VF ZONE 10 (BLDG ROOF): 7056 SF X 0.25 FT - 1784 CF / (~.38 CF/PT 10' OIA_ RINGS) - 25.8 VF ZONE 10 (PAVED): 4212 SF X 0.25 FT - 1053 CF / (68.~ CF/PT 10' DR. RIN~S) - 15.4 VF ZONE 11 (BLDG ROOF): 3547 SF X 0.25 Fi' - GS7 CF / (~8.38 CF/Pr I0' DIA. RINGS) m 13.0 VF ZONE 11 (PAVED): 8143 SF X 0.25 FT - 1536 CF / (68.3~ CF/FT 10' DR. RIN~S) ,. 22.S W ZONE 12 (BLDO ROOF): 2405 SF X 0.28 ~ -, ~01 CF / (ES.3~ CF/Fl 10' D~ RINGS) - B.8 ~ ZONE 12 (PAVED): 5967 SF X 0.25 FT - 1492 CF / (68.38 CF/Ff 10' DR. RIN~'S) m 21.S W ZONE 13 (PAVED): 8274 SF X 0.25 FT m 1589 CF / (68.38 DP/IT 10' DIA. RiN(GS) m 22.B ~' ZONE 14 (BLDG ROOF): S210 SF X 0~5 FT ' ~05 CF / (ER.38 CF/PT 10' DIA. RINGS) ' 11.7 VF ZONE t4 (PAVED): 2967 SF X 0~.5 FT - 742 CF / (68.38 CF/PT 10' DR. RING'S) - 10.8 VF ZONE 15 (BLCO ROOF): 3210 Si= x 0.25 FT m ~03 OF / (~.~ C~/~r 10' D~A. RINGS) - 11.7 VF ZONE 15 (PAVED): 3146 SF X 0.25 Fr = 787 CF / (~8.3~ CF/Pr 10' DI/~ RING, S) - 11.B VF ZONE 18 (PAVED): 8230 SF X 0.25 FT - 1558 CF / (68.3~ CF/PT 10' DR. RIN(OS) m 22.6 VF ZONE 17 (PAVED): 3080 SF X 0.25 FT - 770 CF / (68.38 DF/IT 10' DIA. RING,S) m 11.3 VF ZONE 15 (PAVED): 1048 SF X 0.25 FT - 262 CF / (~.3~ CF/IT 10' DIA. RING,S) - S.8 VF ZONE 19 (BLDG ROOF): 4~15 5F X 0.25 FT - 1204 CF / (GS,58 CF/IT 10' DIA~. RINDS) - 17.6 VF ZONE 19 (PAVED): 3705 SF X 0.25 FT - 949 CF / (~8.3~ CF/IT 10' DR. RING~) m 13.g VF ZONE 20 (BLSG ROOF): 4~18 SF x 0.28 FT m 1204 CF / (Ds. Sa CF/IT 10' D~A~ RINGS) - 17.6 VF ZONE 20 (PAVED): 35ES SF X 0.25 Ft' - 842 CF / (68.38 CF/IT 10' DR. RING,S) , 12.3 VF ZONE 21 (PAVED): 4566 SF X 0.25 Fi' - 1142 CF / (GS.38 CF/IT 10' D~A. R~N~GS) - 18.7 VF ZONE 22 (BLDO ROOF): 2273 SF X 0.25 IT m BGS CF / (68.3~ CF/Pr I0' DR. RINGS) -. B.3 Vt= ZONE 22 (PAVED): 2900 $F X 0.25 FT - 725 CF / (ER.38 CF/PT 10' DR. RING~) m 10.6 VF ZONE 23 (PAVED): 3075 SF X 0.25 Fi' - 7ES CF / (68.38 CF/IT 10' DR. RING'S) - 11,2 VF ZONE 24 (BLDG ROOF): 2275 SF X 0,25 FT - s6g CF / (68.38 CF/Fr 10' DR. RINGS) m 8.3 VF ZONE 24 (PAVED): 2870 SF X 0,25 FT ' 718 CF / (68.38 CF/FT 10' DR. RINGIS) - 10.5 VF ZONE 25 (PAVED): 3042 SF X 0.25 IT - 781 CF / (ES.38 CF/PT 10' DIA. RINGIS) m 11.1 VF ZONE 26 (PAVED): 2597 SF X 0.25 I~ = 649 CF / (68.38 CF/PT 1{)' DR. RING,S) - S.5 VF ZONE 27 (PAVED): 3020 SF X 0.25 IT - 755 CF / (~.38 CF/PT 1{3' DIA. RING$S) - 11.0 VF AREA _5_- PROPOSED _SI_T_E__PLAN SCALE ........................ 1" = 10'-0" DIA. SDR35 PVC PIPE TO INTERCONNECT LEACHING POOLS (TYP), SET PIPE 4 FT DOWN FROM TOP RING. PROPOSED PRECAST CONCRETE STORMWATER LEACHING POOL WITH CASTING AT GRADE FOR STORMWATER DRNNAGE ~PtP. ~IROUGHOUT PAVED aREAS) EXIST. UTILI~ POLE TO REMAIN DRAINAGE POOL SCHEDULE- G.W. ~ EL 4,3+/- GRADE TOP OF B01TOM OF EFFECTIVE POOL DIA.(PT) ELEV RINGS ELEV POOL ELEV DEPTH CASTING lA 10 26.53 23.36 11.56 12 SOLID COVER 15 10 26.53 23.36 11.56 12 SOLID COVER 10 10 --- 23.36 11.36 12 NONE 2A 10 26.53 23.36 11.36 12 SOLID COVER 28 10 26.53 23.36 11.36 12 i SOLID COVER 20 10 --- 23.36 11.36 12 NONE 5A 6 26.45 24.12 20.12 4 SOLID COVER 38 10 --- 22.43 10.43 12 NONE 30 10 25.60 22.43 10.43 12 SOLID COVER 30 10 --- 22.43 10.43 12 NONE 4A 10 25.85 23.12 15.12 6 OPEN GRATE 45 10 25.45 23.12 15.12 5 OPEN GRATE 4C 10 25.85 25.12 16.12 6 OPEN GRATE 40 4 25.65 23.32 19.32 4 OPEN GRATE 40 4 25.65 23.32 19.32 4 OPEN GRATE 5A 10 25.30 21·33 7.35 14 SOLID COVER 55 10 25,20 21.33 7.33 14 SOLID COVER 50 10 24.90 21.33 7.33 14 SOLID COVER 50 10 24.50 21.33 7.33 14 OPEN GRATE 5E 10 --- 21.33 7.33 14 NONE 6A 10 24.47 21.13 14.13 7 OPEN GRATE 58 10 24.64 21.13 14.13 7 OPEN ORATE 60 10 24.30 21.13 14.13 7 OPEN ORATE 7A 10 23.78 21.45 7.45 14 OPEN GRATE 78 'I0 24.15 21.45 7.45 14 SOLID COVER BA 10 25.27 22.10 7.10 15 SOLID COVER 9A 10 23.97 20.80 9.80 11 OPEN GRATE 98 10 24.46 20.60 9.B0 11 SOLID COVER 90 10 24.34 20.80 9.SO 11 SOLID COVER gD 10 24.21 20.50 9.S0 11 SOLID COVER IOA 10 25.06 22.01 8.01 14 OPEN GRATE 105 10 25.70 22.01 8.01 14 SOLID COVER 100 10 25.52 22.01 8.01 14 SOLID COVER 11A 10 25.13 21.96 9.96 12 OPEN GRATE 118 10 25.75 21.96 9.96 12 SOUD COVER 110 10 25.60 2%66 9.96 12 SOUD COVER 110 4 25.53 23.20 19.20 4 OPEN GRATE 12A 10 25.40 22.23 7.23 15 OPEN GRATE 128 10 25.71 22.23 7·23 15 SOLID COVER 120 4 25.56 23.23 19.23 4 OPEN GRATE 13A 10 25.66 22.49 10.49 12 OPEN GRATE 158 10 26.01 22.49 10.49 12 SOLID COVER 130 4 25.75 23.45 19.45 4 OPEN GRATE 14A 10 26.01 22.84 10.54 12 OPEN GRATE 148 10 25.25 22.54 10.84 12 SOLID COVER 15A 10 26.24 23.07 11.07 12 OPEN SPATE 158 10 26.54 25.07 11.07 12 SOLID COVER 16A 10 26.20 25.03 11.03 12 OPEN ORATE 168 10 26.55 25.03 11.03 12 SOLID COVER 160 4 25.93 25.60 lg.60 4 OPEN GRATE 17A 10 25.97 22.B0 10.S0 12 OPEN GRATE 18A 10 25.75 22.56 16.55 6 OPEN GRATE 16A 10 26.59 23.42 12.42 11 OPEN GRATE ' 198 10 26.59 25.42 12.42 11 OPEN GRATE 190 10 25.59 23.42 12.42 11 OPEN GRATE 190 4 26.59 24.26 20.26 4 OPEN GRATE 20A 10 26.59 25.42 8.42 15 OPEN GRATE 205 10 26.59 25.42 8.42 15 OPEN GRATE 200 4 26.59 24.26 20.26 4 OPEN GRATE 21A 10 22.57 15.70 10.70 9 OPEN GRATE 215 10 23.49 lg.70 10.70 9 OPEN GRATE 22A 10 25.13 21.56 11.96 10 OPEN GRATE 226 10 25.61 21.96 11.96 10 SOLID COVER 23A 10 25.05 21.86 g.S8 12 OPEN GRATE 24A 10 25.56 22.39 12.59 10 OPEN GRATE 248 10 25.92 22.39 12.59 10 SOLID COVER 25A 10 : 25.35 22.16 10.16 12 OPEN GRATE 26A 1D 25.65 22.48 12.48 10 OPEN GRATE 27A 10 25.53 22.55 11.36 11 OPEN GRATE TOP OF STORMWATER POOL INTERCONNECT PIPE TO BE INST~lqrn 4' BELOW TOP OF TOP LEACHING RING ON THE INLET POOL AND HELD AT CONSTANT ELEVATION ~I~IIN THE GROUPINO OF POOLS. POOLS 7A & 78 SHALL HAVE FLAT SLAB INSTEAD OF LOW PRORLE DOME. POOL NUMBERS CORRESOND TO DRNNAGE ZONE DESIGNATIONS. LEGEND 000.00 EXISTING GRADE ~ PROPOSED GRADE TC TOP OF CURB BC BDTTOM OF CURB FF FINISHED FLOOR TO TOP OF GRATE ~ PROPOSED POOL DESIGNATION III RIDDE LINE ~ PITCH EXISTING STORM LEGEND CD 0 W UL~- 3" MIN, BOND , ~ , ~ I PROPOSED 4' DUCAL · s'rORMWAT~R Lg*,DER ~/ X ~ ~ ~WAY ~OM ~E BOND UNDISTURBED ~ UNDI~URBED SOIL L~ER ~ROUOH CO BR~KER SOiL ~x,s,. ~,sT..oo~ -- 36.9' ULF ~0o BEND 11 ~22 ~°AND 45° BENDS ~ . ~x~st. SE~C ~*.~ ~ ~ -- 4~ 2 ~ ~ ~ , x .... .. " ~ ~ ~.'.~ "= t'.' ' "~ · ~' '" ".". "~ ~ ~ "AT,RIAL ~UNDI~URB~D SOIL " ' .'-. '.~ :' .~ ~.' .'."' ' ':~ ' · ' ~ TC 25.7~ ~' . , · ... NOT TOSCALE ~ ~ ~~. :,, -... :,~ ~. ~PICAL OROSS SEOTION GENERAL NOTES: ~ ~PICAL THRUST BLOCK ,, · '., ." . '~ ... ' .' . .... ~' '~ ~. ~. B~ING SURFACE AR~ SHOWN IN CH~T ARE . .'. ' ',~.. ' ,,,, ~'~.'t. '.'~. · ,, ~, ,, . ' MINIMUM, ~ ~.,. ,.,,.,., ,. ,, ...., .~~ / ~. . ·. . .. v ~. . ". ': .. '". '. ":'" .~/'~'" ~~ x ~ -/ , ~ · -- ,-- ,: =~.,~ / . --~ ~. ~ ~ ~ ~ ~ ~ : ~ ~ IT 4. ALL IFI~INGS TO BE WRAPPED WITH POLY~H%ENE ~ -- ~ , ~ ~w,~,~,.,~:u,.,~ ~. ~ /'" ~ -- ~--~ I ~ ~ AT PROPE~ UNE. // "~ / ,~0 MINIMUM DIMENSIONS FOR THRUST BLOCKS '. ~ [2~Aj x ~ ~ ./ ~, ~ UNDE.~.OU~ FI~ING 90° BEND 45~ BENDS · ~ES ~ 11 1/4~ BENDS ~ ~ v ~ .__.. I;~ ~:'::1 ".... I [ I22 1/2 BENDSI I I~ / · .. ~'fI * ~ I *~ /-'" I * I " I * I B I ~ - ~ :: := :--- :: ~; ......... : :-' ~-,: ~ ~--- - .... -- ~ ~ ~ * ~*~**~ ~---~:-5' I.~::_.i ~'-~t~: ~1~" ~'.9"~: ~ ~ .......... ~ ~ ~ ~ w~, ~., ~.o. ~x~,.~..z~ CONCRETE THRUST BLOCKS_ ~ ~ // ~ PROPOSED ~ REINFORCED ~NCR~ CURa~NeSO~H~ CORNER OF SCHOOL PROPE~ . ~~~lUS~ ~. ME~ ~l~lN~ CURB~Ne TO N~ FIRE HYD~NT LOCATION. ~TERNATE SCALE .............................. N.T.S. ' ~ I~ [~1 .~.o.w. s~ ~.c~uo[ ~ ~o [x~.~ s[~c[. ~ Il ....... ' IN~ON Of FIRE H~, ~ ~'R RE~ROATION, AND ~L ASSOC~TED WORK. ~ EXit. TREE TO REMNN . ~ ~ iU~1 ~R I 18' MIN 2. INST~TION OF FIRE H~R~ ~D ~PU~EN~CES 5H~ COMPLY ~TH MOST RECENT ['O~Ci'E~ ', 5. FIRE ~'S SH~ BE DRY ~REL ~E. "L LISTED. BRONZE "ODIED. With ~ ,NC" DRY [}k~ ~~j 12' MIN. E~NS'O" SPOOL WITH BR~AWAY f~Ge BOLTS. ,... ~ ~ ¢ ~ :~,~ '[~.NT SH~L BI SIZED .D IN~LED IN AOOO.D.CE W~H NFPA 24 ~TE~ BAND ~0~ PIPE. P~CE D~COR T~e ON TOP Of S~D ~R ~0~ PIPE. TAPE SH&L BE INDUCT~LY LOCAT~LE ~ ~ 0 0 00~00~~~0~ ~ .. :~0 O0 ' ~~,'a: :;~*:~ ~ 10.11 THE H~RANT 'D ]TS PIPING SH~L BE H~RO~TATICALLY pR~SSUR[-T~ED I, ACCORD~CE o o o WiTH N~A 24 ~TeST EDITION.  ~; ~ ~..~ . THE H~RANT SH~L BE FLUSHED AT 880 GPM. CONTRACTOR SHALL ENSURE THAT FLUSHING SIDE VIEW ~ ~ WIRE F~EIC. KEEP 2" CL~EANCE FROM BOSOM ~D TOP OF S~B RESPECTI~LY. ~ 14. ~/s~OBSTRUCTED SPACE DIRE~DI~I~ S~ CO~~ $CW~ NOT P~" o~o.~.,,,. FIRE HYDRANT INSTALLATION DETAIL ,,..~.~.RA~.~..o.~.~.o.~.,=.~.....~u~,.~=.=.~.=..,.~ ALTERNATE #19- \ G.C SHALL INSTALL 6" DIA. WATER MAIN FROM EXISTING RPZ AREA AT SOUTHEAST CORNER OF SCHOOL PROPERTY TO NEW FIRE HYDRANT LOCATION AT NORTHWEST CORNER OF GYMNASIUM ADDITION. ALTERNATE SHALL INCLUDE TAP INTO \ EXISTING SERVICE, INSTALLATION OF FIRE HYDRANT, RESTORATION, AND ALL ASSOCIATED \ ~ ~.~' WORK. SCWA MAIN EXTENSION WILL NOT BE REQUIRED IF ALTERNATE IS ACCEPTED BY SCHOOL DISTRICT. \ LEGEND OOO.O0 EXISTING GRADE ~ ~ PROPOSED GRADE TC TOP OF CURB BC BO'I'rOM OF CURS FF FINISHED FLOOR TG TOP OF GRATE ~ PROPOSED POOL DESIONATION RIDGE LINE · PITCH EXISTING STORM LEGEND PROPOSED 6" DIA. TAP INTO ~ ~ ~ CD E:XIST1NG STORM BASIN NOT VISIBLE AT BRA~E [XIST1NG MAIN TO BE HANDLED (LOCATION BASED ON ARCHNE PLANS) AREA 6- PROPOSED SITE PLAN ~_~.~.G.~.~..~E.O'SO~O,.OATO"~E SCALE ........................ 1" = 1 0'-0" RL EXISTING BLDG. STORM LEADER DISCRAROINO TO LOWER BI. DO ROOF I GRADE "{ ~'' MIN. TRAFFIC BEARING LOW PROFILE DOME (l'--B'' HIGH) OUTLET-- 4" Dia. SDR35 PIPE ~ PITCHED A MIN. l/B" PER Et ~ TOWARDS LEACHING POOLSX', INV. EL. 21.02 (OUTFALL 004) -~-, ~r~ GYM / 25.0 (OUTFALL 004) /~ ,-~ .12' MAX. FLOW LINE FLOW LINE PROP 3'-6" 3'-6" 3'-6" 3'-6" 10'-0" 10%0" 5000 GAL. SEPTIC TANK- 0UTFALL "CAMPBELL FOUNDRY CO." HEAVY DUTY MANHOLE FRAME & COVER MODEL ~1203A OR EQUIVALENT (H-2~ LOAD RATED) SCALE N.T.S. NOTE: ALL ELEVATIONS SET BASED ON GRADE ELEV AS SHOWN GRADE 2B.0 (OUTFALL 002) / B" MIN. TRAFFIC BEARING X ,", '2o" ~': 2' MIN. LOW PROFILE DOME (l'--B" HIGH) MAX. "CAMPBELL FOUNDRY CO." HEAVY DUTY MANHOLE FRAME ~ COVER MODEL~I203A OR EQUIVALENT (H-2D' LOAD RATED) __ INV. EL. 21.52 FROM BLDG (OUTFALL 004) (2) INLETS- 4" DIA. DUCTILE PIPES -- PITCHED A 1/4" PER ET FROM NEW BLOC ADDITION AND GYMNASIUM MANHOLE REINFORCED 10' DIA. CONCRETE SEPTIC TANK W/ TRAFFIC BEARING COVER 004 SCORING ~ 45" (4) EA, #3 BAR ARDUNn DPENING TOP 8, DDTTDN PLAN #5 BARS ~ 6' O,C, EA, ~/AY T & B DR EQUIV, W.~/.M, 24' (TYP) 1/2 " ITEM 18403.1733 1/2 " ITEM 18403.1333 TACK COAT FOR BOND PRIME COAT TO SEAL BASE AND BOND PARTICLES 6" BASE COURSE ITEM 403.11 (2 LIFTS) ,, CONCRETE CURB TO BE ITEM 5 THICK REINFORCED CONCRETE SIDEWALKI .m,~no .~mm, f';'~ ,/")" TOPSOIl/ SEED- REFER TO SITE PLAN I \ ......... -,, - ~ 6" ,fl 1/2 6" SUBGRADE COMPACTED TO MIN. 95~ MODIFIED PROCTOR DENSITY - ITEM17304.1011 ON SITE CURB/ PAVEMENT SCALE .................................. N.T.S. DETAIL NOTE: NYSDOT ITEM 10403.0903 TO BE PLACED FULL DEPTH OF NEW PAVEMENT WHERE IT ABUTS EXISTING PAVEMENT AND SEAL SEAM WITH ASPHALT COMPOUND SHRUB BED TOPSOIL SHRUBS (2)- 3/4 "REINFORCED RUBBER HODE DOUBLE STRAND WIRE (~NISTED) CEDAR STAKE' 3" MULCH OUTLET- 4" DIA. SDR35 PITCHED A MIN, 1/8" PER TOWARDS LEACHING POOLS INV. EL. 22.85 (OUTFALL PIPE--~ p~ 002} FLOW LINE PROP 2500 GAL. SEPTIC TANK INV. EL 23.35 FROM BLDG (OUTFALL 002) ~___INLET- 4" DIA. DUCTILE PIPe PITCHED A 1/4" PER FT FROM BLDG * CONSTRUCTED TO WATER MAIN STANDARDS AND PRESSURE TESTED Per SCDHS DUE TO WATER LINE CROSSING REINFORCED 10' DIA. CONCRETE SEPTIC TANK W/ TRAFFIC BEARING COVER OUTFALL 002 SCALE. N.T.S. NOTE: ALL ELEVATIONS SET BASED ON GRADE ELEV AS SHOWN GRASS FIELD HEAVY DUTY CAST IRON MANHOLE FRAME &: SOLID -- COVER (CAMPBELL FOUNDRY OR APPROVED EQUAL) PRECAST REINFORCED CONCRETE COLLAR APPROX GRADE 26.0 OUtfaLL 002 APPROX GRADE 25.0 OUTFALL 004 2' MAX. RISER HEIGHT VARIES RISER HEIGHT VARIES , 10' TYP. i - i , I / 1,_6, / 1 1/2 , BARS! ~ CDPDLYMER PDLYPRDPYLENE PLASTIC STEEL REINF, MANHOLE STEPS, Mia, IND, MODEL PSB-PP AREA DF CIRCUMFERENTIAL = O,OOB5 x I,D, MAX. SPACING = 6' t 1/B' CL, NOTE: CURB EXPANSION JOINTS TO BE MAX. 16' ON CENTER NOTE: ALL CAST IN PLACE CONCRETE TO BE MIN 3500 PSI STRENGTH AT 26 DAYS, PR~OS~DNFORCED CONCRETE CURB 6" REVEAL PROPOSED ASPHALT PAVEMENT 1/2" EXPANSION JOINT WITH PRE-MOLDED PROPO~D 5" THK, CONCRETE SIDEWALK AT BLDG. ,REIN W/ 6X6-10/10 W.W.M. 0N-SITE CONCRETE SIDEWALK DETAIL SCALE ....................................... N.T.S. FILLER LOOSEN BURLAP AROUND TRUNK TOPSOIL MIX 25~ PEAT MOSS DAOWOODS AND ~'~ERGREENS ONL~ MINOR TREES DOUBLE STRAND ~12 WIRE (TWISTED) (2)- 3/4 "REINFORCED RUBBER HO: B' LONG CEDAR STAKE PRECAST CONCRETE DOME 4" DIA. SDR35 INLET PIPE REINFORCED CONCRETE LEACHING POOL ~9 SEPTIC DO [::q [::q [;q [::~1 NOTE: REFER TO CURBING DETAIL FOr ORIENTATION AND RADIUS OF CURB FACE 2" TO 3" MIN. CALIPER NOTE: ALL CAST IN PLACE CONCRETE TO BE MIN 3500 PSi STRENGTH AT 28 DAYS. (VARIES) B" ABOVE GROUND DPENING AS REQUIRED MULCH .... V v EL. 22.75 (OUTFALL ~ BASE KDR-N-SEAL OR EQUAL, . 6" LAYER Of TOPSOIL : EL. 20.92 (OUTFALL ~!~c~l ~,r HEIGHT CONNECTOR VARIES ' ' ' ' .' ~ H~ DUW CAST ,~oN ~A~ · cov~ (cA.~m~ ~ ',~!]~: CONCRETE BENCH PDURE9 OR APPR. EQUAL). CAST, NG TO BE H20 LOAD RATED. LOOSEN BURgh ~ ~ ~ ~ ~ / IN FIELD BY OTHERS ~OUND TRUNK ~ REIN. CONCR~E COLOR ASPHALT PAVEMENT COMPACTED BANKRUN 18' RADIALLY REIN. CONC. SLAB SYSTEM TOPSOIL (25~ MANURE) P INV. EL, Of OUTLET ~_ PLACED PIPE TO BE -' W,W,M, 4 x 4 - W4 x W4 8 1/8' CL, ' MIN. 5 Fr BELOW GRADE .Jmzu° PRECAST REIN. CONCRETE MIN, ;* ~ u z CATCH BASIN >>-~ SECTION AA z~ lO'-o" D~A. ~'-o" M~N. --6" RE,N. CONC. SLAB MAdOR STREET * ALL PEN~RATIONS INTO BASIN AND JOINT I I NDTES~ BETWEEN BOTTOM SLAB & RING ARE TO 4'-0' DIA, , ~ TEST TO 4000 PSI 8 88 DAYS OF WATER CONCRETE TO BE SEALED TO MINIMIZE EXFILTRATION 2, REINFORCEMENT MEETS ASTM A-615, A-185 SPEC,'S PIPE CATCH 3, A #8 STEEL HOOP SHALL BE PLACED ARDUND ALL OPENINGS W/ A 1 1/8' CLEARANCE SEE KDR-N-SEAL SPEC, SHEETS PLANTING TREES DETAILS BASIN SCAle ...................... N.T.S. I ~1¢~A11 VENVI~A~IHN ~%AoNL~40~RpARVo~vLiDEO°~ SCALE N,T,S. ,:2 II~ON~F'BONItTIPF~E;~NOTJEFOOTRARR~OTLEU(TTION' .OU_.DWATER SANITARY MANHOLE LEACHING POOL B.L SEPTIC SCALE N.T.S. BUILDING WALL FINISHED FIRST FLOOR EJECTOR PUMP DISCHARGE IN BASEMENT GRADE EL. SEE DETAIL/GRADE PLAN SEPTIC TANK SEPTIC SYSTEM PROPOSED LEACHING POOL (WP FOR 2) PROFILE- 0UTFALL 002 SCALE N.T.S. BUILDING WALL F.F. EL. CLASS 25.73'~ F.F. EL. GYM 26.80~' ~ PiPE CONTROIS I GRADE EL. SEE DETAIL/GRADE PLAN SEPTIC TANK SEPTIC SYSTEM PROFILE PROPOSED LEACHING POOL (WP FOR 3) - 0UTFALL PAVEMENT/GRASS- SEE SITE PLAN HEAVY DUTY CAST IRON MANHOLE FRAME & LID- REFER TO SCHEDULE (CAMPBELL FOUNDRY OR APPR EQUAL} PRECAST REINFORCED CONCRETE COLLAR SCALE .N.T.S. GRADE PRECAST REINFORCED CONCRETE DOME 4" DIA. SDR35 INLET PIPE FROM ROOF~ LEADER REINFORCED CONCRETE LEACHING POOL COMPACTED BANKRUN OD STORM IDBB [] ~ B" DIA. SDR35 INTERCONNECT PIPE 10'-0" DIA. GROUNDWATER WATER LEACHING cO COMPACTED BANKRUN 3'-0" MIN. POOL 004 SCA:E N.T.S. WATER SEWER INV, EL, 23.5 .... WATER SER~CE EL. 21.1 NOTED: 1. WATER UNE JOINTS TO BE A MIN. Of 10 Fl'. FROM POINT OF CROSSING 2. SEWER LINE SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING, WATER SEWER CROSSING SCALE-- N.T.S. 1:12 SIDE FLARE 3'-0" MIN. 1:12 RAMP SIDE Flare ELEVATION LINE OF PAVEMENT SURFACE CONC. CURB PAVEMENT RAMP MAX SLOPE 1:12 '[CONCRETE SIDEWALK HANDICAP RAMP SCALE ................... N.T.S. NOTE: ACCESSIBILITY RAMP TO CONFORM WITH SPECIFICATIONS. ANSI A-117.1 /'~ 5" REIN. CONC. / WALKWAY ~TH /6x6 10.10 WWM NE --PATCH AND RePaIR ALL DAMAGED LAWN AREAS. BLEND. ~/2" x 3/4" EVERY 5'-0" U -OOlEO JOINT, OC FINISHED SURFACE CONTROL JOINT 1/2" EXPANSION JOINT WITH PRE-MOLDED FILLER RECESSED 1/2" FROM SURFACE EVERY 20'-0" EXPANSION JOINT WALKWAY DETAILS SCALE: N.T.S. At INSTALLATION OF NEW WALKWAY , ALL ADJACENT CURgiNG. ASPHALT AND GRASS AREAS ARE TO BE REPAIRED TO Their ORIGINAL CONDITION AT THE COMPLETION OF THE WORK. 0 < /SR FLEXIBLE CONN AT SUMP PENETRATION Q 2" DIA. FILL PIPE WITHIN SEC. CONTAINMENT PIPE FROM BLDG. 1" PVC CONDUIT AND WIRING TO ALARM PANEL SUMP DETAIL 4" DIA. EVACUATION RISER W/ FLAT TOP-~ CAM ACTION HANDLE CAP FOR VACUUM TRUCK CONNECTION AND PUMPOUT SUMP DETAIL N.T.S. , ;,. :. ,,, , ~,,,,,~ . ~ COMPACTED ....... SAND ", ' '..~' ~ FABRIC ~ GRAVEL . ·,' ~ CONT. PIPE ~_ ,_.~----~.. ALARM- -~/ D?'~" VENT PIPE FROM CONDUITS ~ 2'-6" ,~ , FILL PIPE BLDG PIPE TRENCH DETAIL N.T.S. 4" DIA. FILL RISER W/ FLAT CAM ACTION ,HANDLE CAP 4" SCHEDULE 40 OALV. STEEL PIPE. DEFLECTION TEST PIPE W/FLAT TOP CAM ACTION HANDLE CAP I" PVC CONDUIT AND WIRING TO ALARM PANEL SUMP DETAIL N.T.S. FLEXIBLE CONN/PIPE~ AT SUMP PENETRATION FUEL Oil SUPPLY IN SEC. CONT. PIPE ~ 0(~ ~'~- UNION, TYPICAL--~ SUMP DETAIL N.T.S. · ., "-' s. :'. ~..~,,~:~",t'.':7' .t., '~;~.~4' CONDUITS ' ,~ 2'-6" ;RADE COMPACTED SAND FABRIC GRAVEL CONT. PIPE PiPE ~ FOB PiPE ~ FOR PIPE PIPE TRENCH DETAIL N.T.S. '~) MANHOLE #2 __ 2" DIA. FRP VENT PIPE Q LEVEL/OVERFILL PROBE ~" SCHEDULE 40 GALV. STEEL PIPE. DEFLECTION TEST PIPE W/FLAT TOP CAM ACTION HANDLE CAP ATFACHED FRP RISER (TYP FOR 2) B" THICK CONCRETE PAD OVER TANK 3500 PSI IN 25 DAYS W/ #5 BARS 12" O.C. EACH WAY. SEE SITE PLAN FOR DIMENSIONS. SLOPE CONCRETE AWAY FROM PIPING SUMP 18" MIN. GRAVEL COLLAR FROM BLDG SEC. CONTAIN~ · MENT PIPE CORE DRILL ' I" ','.1 UNDERGROUND THRU WALL PIPING DETAIL N.T.S. 4" SCHEDULE 40 GALV. STEEL DEFLECTION TEST PIPE W/FLAT TOP CAP, CAM ACTION HANDLE AND LEVEL STICK COMPRESSIBLE FOAM BOARD MIN, 1/2" GAP BETWEEN BOARD AND SUMP MANHOLE ~1 Q 4" EVACUATION PIPE IN ~-~ 5 GAL. SPILL CONTAINER-- "x4B"x2" COMPRESSIBLE FOAM BOARD MIN. 1/2" GAP BETWEEN BOARD AND SUMP ® IASTE CHEMICAL STORAGE AND ACCESSORIES, ,3000 GAL. DIA. MANHOLE FRP A%~ACHED COLLAR RISER DIA. SCH GALV STEEL VENT FILL PIPE FILTER FABRIC L/OVERFILL PROBE, PLATE %x~-1" CONDUIT 4" DEFLECTI¢ TEST RISER -1" CONDUIT SCH. 40 STEEL RISER SUMP SENSOR 16'-9" LINE - ® ANNULAR SPACE SENSOR ACCESS WITHIN MANHOLE .TER FABRIC (WP.) TANK DETAIL NTS FILTER FABRIC ONLY REQUIRED IF NATIVE SOIL AROUND EXCAVATION IS POORLY GRADED SAND/GRAVEL OR ORGANIC 5,000 GAL. WASTE CHEMICAL STORAGE SCALE N.T.S. TAN K 18" MIN.PEA GRAVEL COLLAR STABLE SOIL -- 2" DIA. FRP VENT PIPE G LEVEL/OVERFILL PROBE FUEL OIL RETURN IN SEC. CONT· PIPE (~) MANHOLE A"F~ACHED FRP RISER (TYP FOR 2) B" THICK CONCRETE PAD OVER TANK,~.~ 3500 PSI IN 25 DAYS W/ #5 BARS 12" D.C. EACH WAY. SEE SITE PLAN FOR DIMENSIONS. SLOPE CONCRETE AWAY FROM PIPING SUMP 18" MIN. PEA GRAVEL COLLAR ' WALL · LINK-SEAL OUTSIDE BLDG ,, · FLEXIBLE ~.'""',~,-~R'RESSURE PLATE · PRIMAR~ PIPE~ ~ NU'~ & BOLT ......................... ~m mr'r.~,~ o[m~' SE~ ~C. CONTAIN-J ~~,,k,~ ................ / CORE DRILL~ ~ ;~1 UNDERGROUND THRU WALL PIPING DETAIL FRP ATTACHED F.O. COLLAR RISER FILTER FABRIC SUCTION LINE N.T.S. 4" SCHEDULE 40 DEFLECTION TEST CAP, CAM ACTION STICK GALV. STEEL PIPE W/FLAT TOP HANDLE AND LEVEL "x48"x2" COMPRESSIBLE FOAM BOARD MIN. 1/2" GAP BETWEEN BOARD AND SUMP 4" RISER PIPE FILL IN ~-~ 5 GAL. SPILL CONTAINER- COMPRESSIBLE FOAM MIN. 1/2" GAP BETWEEN -- FUEL OIL STORAGE TANK ACCESSORIES, 15000 GAL. DIA. MANHOLE ~- 1" CONDUIT TEST RISER Q2" DIA. SCH GALV STEEL VENT FOOT VALVE ON SUPPLY PIP~'-~ DEFLECTOR PLATE SENSOR 44'-6 LEVEL/OVERFILL PROBE 1/2" 1'-0" MIN. PEA GRAVEL BED DEFLECTOR PLATE% -- --/8" I" CONDUIT -- 5CH. 40 STEEL RISER UMP SENSOR ANNULAR SPACE SENSOR ACCESS WITHIN MANHOLE / / IN. / / .TER FABRIC (TYP.) TANK DETAIL NTS FILTER FABRIC ONLY REQUIRED IF NATIVE SOIL AROUND EXCAVATION IS POORLY GRADED SAND/GRAVEL OR ORGANIC 15,000 GAL. FUEL OIL TANK SCALE--- N.T.S. BOARD BOARD AND SUMP 18" MIN.PEA GRAVEL COLLAR STABLE SOIL UNDERGROUND TANK NOTES 1. INSTALL NEW 3,000 GAL. UNDERGROUND, DOUBLE WALLED FRP WASTE CHEMICAL STORAGE TANK CONTRACTOR SHALL OBTAIN UPDATED CHEMICAL USE LIST FROM SCHOOL DISTRICT AND PROVIDE SAME TO EACH EQUIPMENT VENDOR TO ENSURE COMPATIBILITY OF EQUIPMENT AND MATERIALS STORED. 2, EXCAVATE AND REMOVE EXISTIND SOIL AS REQUIRED. PROVIDE NEW SELECT FILL AND COMPACT AROUND NEW TANK, 3. PROVIDE AND INSTALL NECESSARY TEMPORARY SAFETY FENCE WHICH SHALL COMPLETELY SURROUND THE EXCAVATION SITE, IF REQUIRED FURNISH AND INSTALL ALL NECESSARY SHEET PILING TO CONDUCT A SAFE OPERATING EXCAVATION SITE. 4. THERE ARE NO ACTIVE POTABLE WATER SUPPLY WELLS WITHIN 150 FEET OF THE PROPOSED TANK. 5. DUE TO THE CHEMICAL NATURE OF THE TANK CONTENTS, ALL UNDERGROUND PIPING SHALL BE NON-METALLIC AND SUITABLE FOR USE WITH THE CONTENTS STORED. REFER TO PIPE SPECIFICATION. 6. THE NEW TANK MUST SE A MINIMUM OF 3'-6" BELOW GRADE. RESTORE ALL SURROUNDING AREA TO MATCH EXISTING· (INCLUDING ALL BACKFILL AND PAVING) 7. ALL UNDERGROUND PRODUCT PIPING ASSOCIATED WITH THE RELOCATED TANK SHALL BE NEW AND HAV~ SECONDARY CONTAINMENT. B, ALL PRODUCT PIPING SHALL SLOPE TO THE TANK, 9. CONTRACTOR SHALL HAVE ALL UTILITIES MARKED OUT PRIOR TO ANY EXCAVATION WORK. 10. THE NEW TANK AND ALL PIPING SHALL BE TESTED FOR TIGHTNESS USING A METHOD APPROVED BY THE S.C.D.H.S. 11. THE OVERFILL ALARM PANEL SHALL BE VISIBLE AND AUDIBLE AT THE TANK AND IN THE SCIENCE PREP AREA. 12. THE EVACUATION PORT ON THE TANK SHALL HAVE A PERMANENTLY PLACARD AFIXED THERETO STATING THAT THE TANK IS USED FOR WAB~ CHEMICAL STORAGE AND IS CONNECTED TO LABORATORY SINKS· 15. THE INSTALLATION AND PLACEMENT OF THE TANK AND PIPING SHALL CONFORM WITH NFPA ~50 AND SCDHS REQS. 14. THE CONTRACTOR SHALL NOTIFY TRE SUFFOLK COUNTY HEALTH DEPARTMENT 5 DAYS PRIOR TO THE BEGINNING OF THE TANK INBTALLATION. ® ® EQUIPMENT SPECIFICATIONS DOUBLE WALL 3.000 GAL. FIBERGLASS D/W UNDERGROUND WASTE OHEMICAL STORA.GE TANK WITH TWO (2) 22" DIAMETER MANWAYS AND INTEGRAL SECONDARY CONTNNMENT COLLARSi TWO (2) 42 DIA. UQUIDTIGHT PIPING SUMPS. TANK 16'-9" LONG x 6' DIAMETER MODEL DWT-II BY CONTAINMENT SOLUTIONS· TANK MUST HAVE FACTORY APPLIED INNER LINER OF VINYL ESTER FOR CHEMIOAL RESISTANT SERVICE CONDITIONS. ~ HEAVY DU1'f, WATERTIGHT TRIPLE ACCEBB TYPE, 36" DIAMETER FAIRFIELD MODEL 362 WT ~ HEAVY DUTY, 56" DIAMETER FAIRFIELD MODEL 362 WT ~ SUBMERGED PORTION- 2" CHEM THREAD AB MANUFACTURED BY SMITH FIBERGLASS PRODUCTS PORTION IN PIPING SUMP- 2' Pla STAINLESS STEEL (REQUIRED FOR STRUCTURAL STRENGTH WHEN MANING HOSE CONNECTIONS); INSTALL FILL SPILL BOX FAIRFIELD MODEL SCM-5 AT TOP OF RISER UNDER MANWAY COVER. ~ OMNTEC PDS (MUST ORDER CHEMICALLY INERT VERSION) DRY ANNULUS SPACE ALARM PROBE: OMNTEC PDWF (MUST ORDER CHEMICALLY INERT VERSION) ~ OMNTEC L2PD4 CONTROLLER/ ANNUNCIATOR WITH ADDITIONAL REMOTE ANNUNCIATOR FOR SCIENCE PREP AREA IN BUILDING AB REQUIRED BY THE SCDRS L-1 SERa_ES ~(MU'S~ ORDER CREMICALLY INERT VERSION) ~ 2' DIA. PRIMARY PIPE WITHIN 4" DIA. SECONDARY CONTNNMENT PiPE TO BE '; "CHEM THREAD" AS MANUFACTURED BY SMITH FIBERGLASS PRODUCTS. FLEXIBLE CONNECTOR TO BE INSTALLED AT PIPING SUMP AMD BLDG WALL ON THE PRIMARY AND SEC. CONTAINMENT PIPES. FLEX CONNECTORS TO BE R11B PETE TYPE HOSE AND FIITINGS AS MANU. BY TITEFLEX. FLEX CONNECTOR ON SEC. CONT. PIPE SHALL BE PROTECTED FROM SOIL CONTACT BY UBE OF TOTAL CONTAINMENT ISOLATION BOOTS, ~ SCH. 40 2" DIA. GALVANIZED STEEL PIPE AND FITtiNGS WITH OPW MODEL 113-0066 VENT CAR GALVANIZED STEEL PIPE BEING USED TO MITIGATE POTENTIAL PHYSICAL DAMAGE AS IT DOES NOT CONTACT CHEMICALS. ~ THUNDERLINE CORP,, SERIES LS-O "LINK SEAL" FOR OIL RESISTANT SERVICE WITH GLASS REINFORCED NYLON PEASTIC PRESSURE pLATE (NO POTENTIAL CHEMICAL CONTACT) LOCATE AT PiPiNG PENETRATIONS THROUGH BUILDING FOUNDATION WALL. 1. AIR TEST TANK AT ~ PSI FOR 60 MINUTES PRIOR TO INSTALLATION IN ACCORDANCE WITH THE MANUFACTURERS AND COUNTY HEALTH DEPARTMENTS SPEClFICATIONS. 2. AIR TEST PRIMARY PIPING AT 50 PSi FOR 30 MINUTES, AND CONTAINMENT LINES AT 5 PSi FOR 30 MINUTES· 5. AIR TEST COMPLETE SYSTEM AT 5 PSI FOR 60 MINUTES, INCLUDING PRODUCT, CONTAINMENT, AND VENT PIPING, 4. PERFORM PETRO-TITE TEST UPON COMPLETION OF ENTIRE SYSTEM INSTALLATION. 5. TANK REPAIRS, IF REQUIRED, SHALL BE BY TANK MANUFADTURER. GENERAL NOTES AND/W~R I~FPA [~c~1, SI~ATE, COUNTY, LOCAL CODE AND MANUFACTURER S WRIITEN REQUIRME~TS. ALL ORK EQU MENT AND MATERIALS SHALL BE IN COMPLETE CONFORMANCE WITH NFPA 30, 2, OBTAIN WRITrEN APPROVAL FROM ALL GOVERNING AUTHORITIES HAVING JURISDICTION FOR THE COMPLETED INSTALLATION. PROVIDE ALL PIPING AND ALL WIRING RE[OJUIRED FOR THE COMPLETE INSTALLATION. ,PIPING AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH EQUIPMENT MANUFACTURER S PUBLISHED iNSTALLATION INSTRUCTIONS AND ALL APPLICABLE CODES· ALL POWER CONTROL, AND ALARM WRNG SHALL BE RUN IN CONDUIT. AND SHALL ALSO BE IN COMPL['~E CONFORMANCE WITH THE NEC. PROVIDE POWER CIRDUITS. EXTEND AND CONNECT TO ALL EQUIPMENT AS REQUIRED. 4. PROVIDE ALL CONCRETE WORK AND REINFORCING STEEL REQUIRED IN ACC. W/ LATEST ACI, 5. ALL PENETRATIONS THROUGH SUMP SHALL BE MADE LIQUID TIGHT WiTH PETROLEUM RESISTANT FITrlNQS AND GASKETS. 6. PITCH CONCRETE SLAB AWAY FROM MANROLES. 7. SPACE BETWEEN WIRE OR PIPE AND CONDUIT SRALL BE SEALED AT SUMP EXIT TO pREVENT PABSAGE OF FUMES. PROVIDE A MINIMUM SLOPE OF 1/8" PER FOOT TOWARD THE SUMP FOR UNDERGROUND PIPING. 9. THE TANK INSTALLATION SHALL COMPLY W/ ARTICLE Xll OF THE SUFFOLK COUNTY HEALTH ORDINANCE AND ALL APPLICABLE NYSDEC, BUILDING DEPARTMENT AND FIRE PROTECTION CODES· 10. UNDERGROUND PIPING AND TANK MUST BE INSTALLED USING PROPERLY SIZED PEA GRAVEL OR CRUSHED STONE AS BEDDING AND BACKFILL AS REQUIRED BY THE APPLICABLE MANUFACTURER. UNDERGROUND TANK NOTES 1. INSTALL N~/V 15,000 GAL. UNDERGROUND, DOUBLE WALLED FRP FUEL OIL STORAGE TANK 2. EXCAVATE AND REMOVE EXISTING SOIL AS REQUIRED· PROVIDE NEW SELECT FILL AND COMPACT AROUND NEW TANK. 5, PROVIDE AND INSTALL NECESSARY TEMPORARY SAFETY FENCE WHICH SHALL COMPLETELY SURROUND THE EXCAVATION SITE, IF REQUIRED FURNISH AND INSTALL ALL NECESSARY SHEET PILING TO CONDUCT A SAFE OPERATING EXCAVATION SITE. 4. THERE ARE NO ACTIVE POTABLE WATER SUPPLY WELLS WITHIN 150 FEET OF THE PROPOSED TANK. 5, ALL UNDERGROUND METALLIC PIPING SMALL BE WRARPED WITH DIELECTRIC TARE. 6, THE NEW TANK MUST BE A MINIMUM OF 3'-6" BELOW GRADE. RESTORE ALL SURROUNDING ASEA TO MATCH EXISTING· (INCLUDING ALL BACKFILL AND PAVING) 7. ALL UNDERGROUND PRODUCT PIPING ASSOCIATED WITH THE RELOCATED TANK SHALL BE NEW AND HAVE SECONDARY CONTAINMENT. B, ALL PRODUCT PIPING SHALL SLOPE BACK TO THE TANK. S. CONTRACTOR SHALL HAVE ALL UTILITIES MARKED OUT PRIOR TO ANY EXCAVATION WORK· 10. THE NEW TANK AND ALL PIPING SHALL BE TESTED FOR TIGHTNESS USING A METHOD APPROVED BY THE S.C.D.H.S. 11. THE OVERFILL ALARM PANEL SHALL BE VISIBLE AND AUDIBLE FROM THE FILL PORT. 12. TRE FILL PORT SHALL BE COLOR CODED CONSISTENT WITH THE AMERICAN PETROLEUM INSTITUTE· 15. THE INSTALLATION AND pLACEMENT OF THE TANK AND PIPING SHALL CONFORM WITH NFPA ~50 AND/OR NFPA ~31. 14. THE CONTRACTOR SHALL NOTIFY THE SUFFOLK COUNTY HEALTH DEPARTMENT 5 DAYS PRIOR TO THE BEGINNING OF THE TANK INSTALLATION. EQUIPMENT SPECIFICATIONS DOUBLE WALL 15,000 GAL. FIBERGLASS D/W UNDERGROUND FUEL OIL STORAge TANK WITH TWO (2) 22" DIAMETER MANWAYS AND INTEGRAL SECONDARY CONTAINMENT COLLARS; TWO (2) 42" DIA. LIQUIDTIOHT PIPING SUMPS. TANK 4-4'-6 11/2" LONG x B' DIAMETER MODEL DWT-II BY CONTAINMENT SOLUTIONS (FLUID CONTAINMENT CORP.) ICANHDLE ~1~ HEAVY DUTY, WATERTIGHT TRIPLE ACCESS WPE, 56" DIAMETER FNRFIELD MODEL 562 WT ~ HEAVY DUTY, 36" DIAMETER FAIRFIELD MODEL 362 WT J~J~J._~.~L~; SUBMERGED DROP TUBE, SCHEDULE 40 GALVANIZED STEEL PIPE AND FLAT TOP CAP WITH CAM ACTION HANDLE IN FILL SPILL BOX FAIRFIELD MODEL SCM-5 ~ OMNTEC PBS. ~ l-1 SERIES · 2" DIA. COPPER WITHIN 4" DIA. FRP SECONDARY CONTAINMENT PIPE ~E INSTALLED AT PIPING SUMP AND BLDG WALL ON THE PRIMARY AND SEC. CONT.PIPES FLEX CONN. TO BE AS MANU. BY TITEFLEX WiTH ISOLATION BOOTS BY TOTAL CONTNNMENT. ~ SCH. 40 2" DIA. GALVANIZED STEEL PIPE AND FITrlNOS WITH OPW MODEL 113-0066 VENT CAP ~ THUNDERLINE CORP., SERIES LS-O 'LINK SEAL" FOR OIL RESISTANT SERVICE WITH GLASS REINFORCED NYLON PLASTIC PRESSURE PLATE. LOCATE AT PIPING PENETRATIONS THROUGH BUILDING FOUNDATION WALL. TESTING 1. AIR TEST TANK AT ~ PSi FOR 60 MINUTES PRIOR TO INSTALLATION IN ACCORDANCE WITH THE MANUFACTURER S AND COUNTY HEALTH DEPARTMENTS SPECIFICATIONS. 2. AIR TEST PRIMARY PIPING AT 50 PSi FOR 50 MINUTES, AND CONTAINMENT LINES AT 5 PSi FOR .30 MINUTES. 5. AIR TEST COMPLETE SYSTEM AT 5 PBI FOR 60 MINUTES, INCLUDING PRODUCT, CONTAINMENT, AND VENT PIPING. A. PERFORM pETRO-TITE TEST UPON COMPLETION OF ENTIRE SYSTEM INSTALLATION. 5. TANK REPAIRS, IF REQUIRED, SHALL BE BY TANK MANUFACTURER. GENERAL NOTES 1. ALL WORK, EQUIPMENT, AND MATERL~-B SHALL BE IN COMPLETE CONFORMANCE WITH NFPA AND/OR NFPA ~1~1, STATE, COUNTY, LOCAL CODE AND MANUFACTURER S WRITTEN REGUIRMENTS, 2. OBTAIN WRITTEN APPROVAL FROM ALL GOVERNING AUTHORITIES HAVING JURISDICTION FOR THE COMPLETED INSTALLATION. PROVIDE ALL PIPING AND ALL WIRING REEC[IUIRED FOR THE COMPLETE INSTALLATION. ,PIPING AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH EQUIPMENT MANUFACTURER S PUBLISHED INSTALLATION INSTRUCTIONS AND ALL APPLICABLE CODES. ALL POWER CONTROL AND ALARM WIRING SHALL SE RUN IN CONOUn', AND SHALL ALSO BE IN COMPLETE CONFORMANCE WITH TRE NEC. PROVIDE POWER CIRCUITS, EXTEND AND CONNECT TO ALL EQUIPMENT AS REQUIRED, 4. PROVIDE ALL CONCRETE WORK AND REINFORCING STEEL REQUIRED IN ADC. W/ LATEST ACI, 5. ALl PENETRATIONS THROUGH SUMP SHALL BE MADE UDUID TIGHT WITH PETROLEUM RESISTANT FII'rlNGS AND GASKETS. 6. PITCH CONCRETE BLAB AWAY FROM MANROLES. 7. SPACE BETWEEN WIRE OR PIPE AND CONDUIT SHALL BE SEALED AT SUMP EXIT TO PREVENT PASSAOE OF FUMES. B. PROVIDE A MINIMUM SLOPE OF l/B" PER FOOT TOWARD THE SUMP FOR UNDERGROUND PIPING. 9. THE TANK INSTALLATION SRALL COMPLY W/ ARTICLE XII OF THE SUFFOLK COUNTY HEALTH ORDINANCE AND ALL APPLICABLE BUILDING DEPARTMENT AND FIRE PROTECTION CODES. 10. UNDERGROUND PIPING AND TANK MUST BE INSTALLED USING PROPERLY SIZED PEA GRAVEL OR CRUSHED STONE AS BEDDIND AND BACKFILL AS REQUIRED BY THE APPLICABLE MANUFACTURER. F- O W F- O HIGH MAINTENANCE AND PROTP, CTION OF TRAleleIC SCALE N.T.S. 2, 3 4, 5, 7 8, GENERAL NOTES: ALL TRAFFIC CONTROL DEVICES AND TECHNIQUES MUST CONFORM WITH THE STANDARDS DF THE N.Y.S. D.B,T, MANUAL DF UNIFORM TRAFFIC CONTROL DEVICES NB CLOSURE OF TRAVEL LANEs SHALL BE PERMITTED BETWEEN THE HOURS DF 700 AM AND 9:00 AM AND BETWEEN THE HOURS DF 400 P,M, AND 6,00 PM, DAILY ND CLOSURE DF TRAVEL LANES PERMITTED ON WEEKENDS, NIGHTS, DR HOLIDAYS WHEN PLACING OR RETRIEVING TRAFFIC CONTROL DEVICES, CONTRACTOR IS TO UTILIZE THE TRAFFIC CONTROL SCHEME FOR SLOWLY MOVING WORK AREAS, WHEN LANE CLOSURE IS REQUIRED, THE CONTRACTOR SHALL UTILIZE THE TRAFFIC CONTROL SCHENE FOR SHORT DURATION WORK AREAS, BASIC MAINTENANCE AND PROTECTION CF TRAFFIC TD BE IN ACCORDANCE WITH NYSDDT ITEM 619.01 CONSTRUCTION SIGNS TO BE IN ACCORDANCE WITH NYSDBT ITEM 619,02, FLASHING ARROW BOARDS TO BE IN ACCORDANCE ~ITH NYSDDT ITEM 619,03, PLAN 4" THK. REIN· CONCRETE SIDEWALK - MATCH FIELD WIDTH ITEM 608.0101 ITEM 203,01 1 1/2 "ITEM 1B403.1733- '[YPE 6F WEAR 1 1/2 " ITEM 18403.1333- TYPE 3 BINDER COURSE- TACK COAT FOR BOND PRIME COAT TO SEAL BASE I AND BOND PARTICLES 6" BASE COURSE ITEM 405.11 (2 LIFfS) I CONCRETE CURB TO BE ITEM 10609.2801 (22 1/2" '- ~-1 1/2 FF. CONTINUOUS f~4 REBAR 6" SUBGRADE COMPACTED TO MIN, 95~[ STANDARD PROCTOR DENSITY - ITEM17,304.1011 NOTE: NYSDOT ITEM 104.03.0903 TO BE PLACED FULL DEPTH OF NEW PAVEMENT WHERE IT ABUTS EXISTING PAVEMENT AND SEAL SEAM WITH ASPHALT COMPOUND __ MEET EXISTING PAVEMENT N,Y,S, ROAD /AY IMPROVEMENTS SCALE ............................................................ N.T.S. * WHERE NO LANDSCAPE ISLAND PRESENT, INSTALL SIGNS AT HEAD Of PARKING SPACE IN 4" DIA, CONCRETE FILLED PIPE BOLLARD ::~ .~"'--"NO PARKING .~Ll~, ANYTIME'' SIGN "HANDICAPPED PARKING ONLY" SIGN WIDE BLUE PAINTED STRIPES, TYPICAL THROUGHOUT 4" WiDE BLUE PAIN'FED ;TRIPES ON 45' ANGLE, 24" O.C. TYPICAL PARKING HANDICAPPED STALL DETAIL N.T.S. 12" x 12" x 12'-- CONC. FTC. IHANDICAPPED PARKING PERMIT REQUIRED NO PARKING ANYTIME .,I I~,' I"1' "1 I'~' L/. !,.!..4 12" x 12" x 12" I I CONC. FTC. I I I I I I I I LJ SIGN DETAIL N.T.S, (1) PER NEW H,/C STALL SIGN DETAIL N.T.S. (1) PER NEW H/C STRIPED STALL NEW 36" HIGH x 1 1/2" dia. POWDER COATED STEEL MID-RAILS BEYOND TO -- EXTEND 12" BEYOND EDGE OF RISER. SEE PLANS & ELEVATIONS NEW 36" HIGH x 1 1/2" dia. POWDER COATED STEEL RAILING ENDS TO EXTEND 12" BEYOND STAIR 12" SEE SHEET 2/ FOR NOSING ~ TREAD DETAILS 5" MAX HANDRAIL IS TO BE CONSTRUCTED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH ANY OPENING C 5" REIN. CONC. W/ 6x6 10.10 12" O.C. AND BOTTOM -- 2'-4" x 1'-0" DEEP CONCRETE FOO'TING W/ #5 BARS AT 12" O.C. EACH WAY 6" CRUSHED 6" REIN. CONC. W/ 6x6 10.10 WWM COMPACTED FILL COMPACT IN 6" LIFTS CEMENT STUCCO FINISH ON ALL EXPOSED CONCRETE 6" REIN. CONC. SLAB W/ 6x6 10.10 WWM PITCH AWAY FROM BUILDING 1/2" PREMOLDED EXPANSION JOINT B" CONC. FDN. WALL BEYOND SECTION 'THRU CONC. STAIR N.T,S. SEE PLANS FOR EXACT SIZE AND NUMBER OF TREADS REQUIRED MATCHING RAIUING TO BE USED BY COURTYARD RETAINING WALL- SIZE AS REQUIRED NE~V 36" HIGH POWDER COAT RAILING X NEW CONCRETE STEPS , '"~k' , SUPERGRIT SAFETY TREAD BY ~.'. '. '., '. ',,~,', ',', ', '., ', WOO:STER PRODUCTS NC OR .',"~',".',' .'.','J.~',','.',','.,'. EQUAL. 1-800-321-4956 .' '. '. ' '. '~' '. '.' '. '.' ', ', '~ '. ' ,',' . '.' 4" CAST ABRASIVE NOSING ,OOEL ,2.,, BY WOOS', R PROOUCTS i( OR APPROVED EQUAL 1'; ':':~:' STEEL ANCHORS 12" 0 C -'"~h ,J '"'.' .'" ~'~ ':) v:,-/;-'., ,.,, '. , CONCRETE STEP ' .~' ', ~ ?,',/Do .,.. · ,,¢ CONTINUOUS # 4 BAR ~,'~".' ': .';,7 WITH 3" COVER EACHWAY ": :,' "."," '*" TYP. STAIR NOSING DETAIL NTS STAIR DETAIL N.T.S. 1 1/2"¢ POWDER COA'f STEEL PIPE RAIL. POWDER COAT STEEL COVER FLANGE QUICK SETTING HYDRAULIC CEMENT §" GROUT POCKET DIA. 1" LARGER THAN PIPE CEMENT STUCCO FINISH -- ON ALL EXPOSED CONCRETE -- 1/2" PREMOLDED EXPANSION JOINT 6" REIN. CONC. SLAB W/ 6x6 10.10 WWM RAILING DETAIL N.T.S. 1 2" TYPICAL BROOM FINISH TYPICAL 11 ,/ __PITCH TREADS 1/B" PER FOOT BARS AT 12" O.C, RISER &: TREAD DETAIL N.T,S. 8 i._~b- O W 0 fY < k,, j HIGH C16