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HomeMy WebLinkAbout2023 Sign off Transmittal - New 3,100 sq ft Meeting House ot.;"'►,�,5 TOWN OF YARMOUTH HEALTH DEPARTMENT • PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: d) 7 /J/Ub S t y►*- w1G`I/f—pa/C/1 444 49.t.(o 75-- Proposed Improvement: O.J SrdZl/li( �/ rty Pf�-uy t3 ei �c�►r r3 E db� Applicant: Ft--r140-441-4 441,01/1 C 02- Vl 4111 Tel. No.: 3-.0037 Address: u 4/ r/ y 12itJlGt N�� "AI ��� Date Filed: **If you would like e-mail notification of sign off please provide e-mail address: L' V 12 6i e W�V 1 . 6-PJ EN Owner Name: c6 1 SSW N!0 S 4fr(fi1Lf Q r f� Owner Address: Y Lai GLPu/S / Owner Tel. No.: 014.1 _ y3 2- RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.)/Site Plan showing existing buildings, water line location, and septic system location; L uv (2.) /Floor plan labeling ALL rooms within building (all existing and proposed) - JAN 0 6 2022 Note: Floor plans not required for decks, sheds, windows, roofing; HEALTH DEPT. (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: 1/2/ PLEASE NOTE COMMENTS/CONDITIONS: Welcome and Education Center Boy Scouts f America 227 Pine Street Yarmouthport, Massachusetts Issued for: Review - Site Plan Review Set Only 09-17-2021 Owner and Applicant: Project Number: 2020-004 Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 �u Site Locus---,—, . ocus :;;AffiOSPECTWLL Y+ r 3 :onn Locus Map Scale: 1" = 1000' Plan Sheet Index No. Drawing Title C0.0 Cover Sheet C1.0 Legend and General Notes C2.0 Existing Conditions Plan C3.0 Layout and Dimension Plan C3.1 Turning Template Plan C4.0 Grading & Drainage Plan C5.0 Utility Plan C5.1 Septic Profile and Details Plan C6.0 Details Plan C6.1 Cultec Recharger 330 XL HD Details I Engineer/Surveyor: BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor, Hyannis, MA 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 ATTN : Matthew Eddy Vicinity Flan ! _ -)UU± � eet Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 Phone — (508) 771-7502 Fax — (508) 771-7622 www.baxter—nye.com STAMP CONSULTANT CONSULTANT -_: •: STAMP Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 Al I JKL 10/11/2021 PER SITE PLAN REVIENJ COMMENTS DATE I DESCRIPTION SHEET TITLE Cover Sheet SHEET NO cono D AT E: SEPTEMBER 17, 2021 1 S C A L E: NOT TO SCALE DRAWN BY: JKL CHECKED BY: MWE JOB NO: 2020-004 F I L E: 2020-004 CV.DWG LEGEND ABBREVIATIONS GENERAL CONSTRUCTION NOTES EXIST PROP(BLACK TEXT REPRESENTS 'PROPOSED' INFORMATION) EXIST PROP(BLACK TEXT REPRESENTS "PROPOSED" INFORMATION) GENERAL * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB -CONTRACTORS.) L=50.00 PROPERTY LINE ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT, HIGHWAY DIVISION, DRAINAGE LINE ADJ ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY aD--- °D OVERFLOW DRAIN APPROX APPROXIMATE IF THERE ARE CONFLICTSOF THE AMENSPECIFICATIONS IDARDIN ANY RIGHT-OF-WAY/PROPERTY LINE BB BITUMINOUS BERM CATIONSESS OR PROJECISE T DOCOUMD. ENTS, THE HIGHER SHALL - 6W -- - RD - ROOF DRAIN EASEMENT - S - - S - BC BITUMINOUS CURB ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, SEWER LINE AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT. ALL WORK SHALL - --- BUILDING SETBACK ----- a�w---- - - oHw OVERHEAD ELECTRIC, TELEPHONE &FIRE ALARM BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND STATE HIGHWAY BASELINE - w BOS BOTTOM OF SLOPE .INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. 1000 10+00 - yy - WATER LINE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING BASELINE - - FP - - FP- FIRE PROTECTION LINE BOW BOTTOM OF WALL JURISDICTION,SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE --_-__- CONSTRUCTION LAYOUT CC CONCRETE CURB ANALYSIS OFALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE --- G - - G - GAS LINE CCB CAPE COD BERM PROJECT FOR SECURING ALL APPROVALS AND PERMITS. ZONING LINE E -E - - -Plcsc -eioc OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES CSE COBBLESTONE EDGING ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR TOWN LINE ECB EROSION CONTROL BLANKET IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR ---- STATE LINE - T` -T - UNDERGROUND DATA & COMMUNICATION LINES NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. ELEV ELEVATION FA--- FA- FIRE ALARM EXIST EXISTING EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, ` -` - - -- ------- GRAVEL ROAD FaP -FaP FIRE & POLICE CABLE APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF EOP EOP EQ. EQUAL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY - - - - EDGE OF PAVEMENT ®� CAN- CAN- CABLE TV FDN FOUNDATION REFERENCE. BC c`B BC� cca BITUMINOUS CURB w SCR ® CB CATCH BASIN (SQUARE OR ROUND CATCH BASIN) F FINISHED FLOOR ELEVATION CAPE COD BERM =DCB GB GRADE BREAK 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, Pfr Pcc DOUBLE CATCH BASIN TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION PRECAST CONC. CURB DRAIN INLET GC GRANITE CURB MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED ,y VGC VERT. GRAN. CURB Di GE GRANITE EDGING ON INFORMATION CONTAINED WITHIN THESE PLANS. sic O Qo DMH DRAIN MANHOLE HC HANDICAP SLOPED GRAN. CURB =TD= =TD= TRENCH DRAIN HP HIGH POINT 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT LIMIT OF CURB TYPE PLUG/STUB LA LANDSCAPE AREA DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR SAWCUT FEs► FEs► FLARED END SECTION UP LOW POINT RESOLUTION OF THE CONFLICT. MATCHUNIE----- am FjMfj-3F 30 MATCHLINE MAX MAXIMUM 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY HEADWALL COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, Q © CONTROL STRUCTURE MIN MINIMUM RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), swL SOLID WHITE LINE MCC MONOLITHIC CONCRETE CURB TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER SYL UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. SOLID YELLOW LINE ®sMH SEWER MANHOLE MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG 6WL NIC NOT IN CONTRACT 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, - BROKEN WHITE LINE GT © GREASE TRAP CONDUITS, WELLS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE BYL BYL BROKEN YELLOW LINE Q NTS NOT TO SCALE LIMITED TO THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE Sy`JCtiL SWCHL ® WATER MANHOLE PCC PRECAST CONCRETE CURB OWNER, THE ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE SOLID WHITE CHANNEUZING LINE �rso oso WATER SHUT OFF/CURB STOP PROP PROPOSED EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, SYc iL SYCHL SOLID YELLOW CHANNELIZING LINE LINES, WELLS, AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF DT p WATER GATE PWW PAVED WATER WAY ANY WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DYL DYL DOUBLE YELLOW LINE Tsv •► rsv TAPPING SLEEVE, VALVE, REMOD REMODEL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE SL SL STOP LINE �. &BOX RISER REM REMOVE INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE PRESSURE REDUCER R&R REMOVE AND RESET CONTRACTOR --MUST CALL "DIG SAFE" (AT 1-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE � STEEL GUARD RAIL y ,y SIAMESE CONNECTION R&S REMOVE AND STACK THE START OF CONSTRUCTION. "" 1�YD 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR WOOD GUARD RAIL '� FIRE HYDRANT RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN --a-ca-a-- -o-o-o- STOCKADE FENCE ° gut El WATER WATER METER SGE SLOPED GRANITE EDGING REQUIREMENTS, AS APPLICABLE. Pv Piv PATH • POST INDICATOR VALVE SGC SLOPED GRANITE CURB 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING TREE LINE ® WELL TIEG TIE INTO EXISTING GRADE THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF MONITORING TOC TOP OF CURB 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. -x-X-X- CHAIN LINK FENCE WELL STONE WALL 0 IRRIGATION CONTROL VALVE TOF TOP OF FOUNDATION 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES - 0 SPRINKLER HEAD TOS TOP OF SLOPE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. ,-v RETAINING WALL O cG 0 TOW TOP OF WALL 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS HAY BALES GAS GATE TYP TYPICAL OR, WHERE APPLICABLE, RE -USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" K9 ® GAS METER (R&R). LION UNLESS OTHERWISE NOTED --" 2 " -- - a MINOR CONTOUR O O EMH ELECTRIC MANHOLE MF VERIFY IN FIELD BY CONTRACTOR 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION - -10 - 20- MAJOR CONTOUR FB EB ELECTRIC BOX VGC VERTICAL GRANITE CURB NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS ---Tos Tos TOP of SLOPE OEM © ELMETER REQUIRED.ECTRIC ° -$os- BOTTOM of SLOPE # # LIGHT POLE (DECORATIVE) UTLITY ACCMP ASPHALT COATED CORRUGATED METAL PIPE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED FLOOD LIGHT IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING Lz1 II LANDSCAPE CAP CORRUGATED ALUMINUM PIPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, _ BUILDING LIGHT C►P CAST IRON PIPE THE: CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY � ENT Q kj EN BUILDING DOOR E ►� SINGLE LUMINAIRE CIT CHANGE IN TYPE UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION OF THE AFFECTED WORK. LD 14 LD LOADING DOCK 'T' DOUBLE LUMINAIRE CMP CORRUGATED METAL PIPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR o . oHo OVERHEAD DOOR TRIPLE LUMINAIRE ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE ° _ - '"� QUAD LUMINAIRE COND CONDUIT FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE ° BOLLARD jou WALL PACK CPP HIGH DENSITY POLYETHYLENE CORRUGATED OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS DD ❑° DUMPSTER PAD PLASTIC PIPE - SMOOTH INTERIOR FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ° T SIGN ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND CS CURB STOP FOR WATER LINE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK DOUBLE SIGN SIGNAL ARM WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE Pro PM MANHOLE DIP DUCTILE IRON PIPE MADE IF NECESSARY. ' PARKING METER G PARKING COUNT (__0_ Q-----Q- C. -o- UTILITY POLE/GUY WIRE DS DOWN SPOUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE 0--0- UTILITY POLE/GUY POLE E ELECTRIC OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY coo COMPACT PARKING STALLS lq El HAND HOLE AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. lil��I1�� IIIIIIIIIII CROSSWALK 3�ry PB PULL BOX F&C FRAME AND COVER 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION F&G FRAME AND GRATE MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. CROSSWALK mo SILT FENCE/HAYBALE !�� DIVERSION BERM/SWALE G GAS 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 0 j] -� AND HAY BALE CHECK DAM HYD HYDRANT CONC. PAVEMENT STANDARD DUTY FLEXIBLE PAVEMENT Q PI POINT OF INTERSECTION ID INTERCEPTOR DRAIN 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT HEAVY DUTY FLEXIBLE PAVEMENT rm FLARED END SECTION (FES) INV INVERT ELEVATION ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL HANDICAP RAMP lccw WITH STONE PROTECTION PD PERFORATED DRAIN FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING 6"PD PERIMETER DRAIN PVC POLYVINYL CHLORIDE PIPE 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT SITE. STORAGE v PAVED WATERWAY PWW ( ) RCP REINFORCED CONCRETE PIPE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE CONTRACTOR SHALL LEAVE THE SITE WITH STONE PROTECTION IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE ® CART CORRAL RD ROOF DRAIN COMPLETION OF THE SITE CLEARANCE WORK. -� DRAINAGE FLOW DIRECTION S SEWER Detail no. on ::::�)s DETAIL OR SECTION REFERENCE C/0 SEWER CLEANOUT 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL BE ED, AS DIRECTEDINEER / REPRESENTATIVE,NERS Sheet ® JUTE FIAT IN SWALE NATURAL STABLOE\lGROUND BY THE CONTRACTOR no. UNSUITABLE MATERIALS INCLUDE TOPSOIL 0 TREES SD STORM DRAIN LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER DELETERIOUS DEBRIS. " AL WETLANDS SHRUB T TSV&B TELEPHONE 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS 50' WETLAND BUFFER TAPPING SLEEVE, VALVE & REPRESENTATIVE. -- - 100' WETLAND BUFFER EXIST PROP UP & BOX RISER UTILITY POLE 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS -- 200' WETLAND BUFFER LP LP LOW POINT MF VERIFY IN FIELD REPRESENTATIVE, SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL _ LIMIT OF WETLANDS HP HP HIGH POINT CONDITION AT THE CONTRACTOR'S EXPENSE. 2 6 WETLAND FLAG GB GB GRADE BREAK VCP VITRIFIED CLAY PIPE 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE ���-� ----- 100 YEAR FLOOD PLAIN x27.25BC 27.zToc W WATER RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE 27.15BC x27.15BOC TOP &BOTTOM ELEVATION LOCATION OF SUBSURFACE ROCK. MITIGATION AREA LINE 21.25 21.25 �- SPOT ELEVATION w/LEADER 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY EDGE OF WATER FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES 21+3 21+25 SPOT ELEVATION BORING LOCATION DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. � TELEPHONE MANHOLE TEST PIT LOCAl10N 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED OTHERWISE. X X TELEPHONE MARKER ■ ■ BENCH MARK 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT Ta To TRAFFIC SIGNAL ---- 0 TIE IN TO EXISTING GRADE EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS El El SIGNAL BOX TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR FACP � ocP GRAY TEXT REPRESENTS EXISTING INFORMATION INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND FIRE ALARM CONTROL PANEL REPLACED. FB FB ° o FIRE ALARM BOX BLACK TEXT REPRESENTS PROPOSED INFORMATION [i] TRANSFORMER PAD TR TR TELEPHONE RISER 0 MAIL BOX 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES < 2%. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 27. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE APPLICABLE UTILITY COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION OF THIS WORK SHALL BE INCLUDED IN THE CONTRACTORS PRICING. 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR EQUAL. 30. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND STONE WALLS WITH DRILL HOLES. 32. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. EXCAVATION SAFETY, ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. DRAWINGS STATEMENT THE CONTRACTOR WILL PREPARE AS -BUILT DRAWINGS, STAMPED BY A MA LICENSED PROFESSIONAL ENGINEER (PE) CERTIFYING THAT: "TO THE BEST OF THEIR KNOWLEDGE, JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE PLANS." INSPECTIONS/TESTING 1. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST TWO (2) BUSINESS DAYS AHEAD OF REQUIRED INSPECTIONS. 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS/TESTING WILL BE REQUIRED. IF ISSUES ARISE DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS ADDITIONAL INSPECTIONS BEYOND WHAT IS NOTED MAY BE NEEDED. A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO COMMENCING CONSTRUCTION. B. DRAINAGE AND STORMWATER MANAGEMENT: • BOTTOM OF EXCAVATION FOFt EACH STORMWATER MANAGEMENT (SWM) FACILITY. • DURING INSTALLATION OF STRUCTURES/CHAMBERS TO SEE A CROSS SECTION VIEW OF INSTALLATION • AT COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. • AT FINAL SHAPING OF STONE WEIRS, OUTFALLS AND EARTH BERMS. C. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES (UNLESS OTHERWISE WITNESSED BY A TESTING AGENCY.) D. BN WILL NEED TO WITNESS REPRESENTATIVE INSTALLATION OF VERTICAL AND SLOPED CURBING. E. BN SHALL BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL AND ON -SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR COMPLETE REQUIREMENTS, INCLUDING BUT NOT LIMITED TO: - ALL COMPACTION TESTING RESULTS FOR BACKFILL. - GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, ETC. AS TO DEPTH OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND COORDINATING WITH THE TESTING AGENCY AS REQUIRED. F. BN WILL NEED TO WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE BACKFILL FOR: • WATER - CONTRACTOR SHALL CONTACT BN TO ALLOW BN TO TAKE AS -BUILT SHOTS ON PIPE BENDS, PIPE TOP FOR AS -BUILT REQUIREMENTS - THE WATER SYSTEM SHALL BE INSPECTED BY A THIRD PARTY APPROVED WATER INSPECTOR PAID FOR BY THE CONTRACTOR. ACCEPTANCE REPORTS AND AS -BUILT TIE CARDS FOR THE WATER SYSTEM (INCLUDING TIES TO ALL BENDS, TEES, ETC.) SHALL BE PREPARED BY THE 3RD PARTY INSPECTOR AND PROVIDED TO THE ENGINEER FOR RECORD. G. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND EROSION CONTROL DEVICES. H. THE CONTRACTOR SHALL NOTIFY AND COORDINATE A SITE MEETING WITH THE ENGINEER PRIOR TO PLACING FINAL PAVING COURSE. LAYOUT AND FINAL REQUIRED DIMENSIONS ARE TO BE REVIEWED AT THIS MEETING PRIOR TO PAVING OPERATION. REQUIREMENTS SHALL BE PER MASSDOT STANDARD SPECIFICATIONS. IBAXTER NYE BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771- 7622 www.boxter-nye.com STAMP I STAMP (CONSULTANT 1 CONSULTANT 'REPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 IROJECT TITLE 30y Scouts of America Nelcome & Education Center .P27 Pine Street rarmouthport, MA 02675 �1\ JKL P0111120211PER SITE PLAN REVIEW COMMENTS DATE I DESCRIPTION SHEET TITLE General Notes and Legend Sheet SHEET NO I Ciao DATE: SEPTEMBER 17, 2021 S C A L E: NOT TO SCALE DRAWN BY: JKL CHECKED BY: MWE 97) , ,�r=' �,,. �l �,, � - � � � P tit 1 � P e f le— 4000 _I.51 HLI _;: � i � r { 6 1 �. EUILDING .. r \ a 3 " s r P { L/ „v J �`� I t r ; �� 1 ` ter �\1x r , ` 6N r t i •� y { { ARK SITE BENCHMARK: DRAINAGE' x`s. O L SET � AREA `'t ELLEV=48,831 FEET r r - } ♦ WOOD ` a ,.. ... ♦♦ ♦ BUILDING 1 } ` ��"x -. , ! 'r s EXISTING GRAVEL PARKING AREA f `� P ✓ 1 _ - t 1 Gy t - �1 NAIL FND Ca v. a 4"`46.,37 " ��� '- / \ °- DENSE WOODS h WOOD NG ''' cf C) ` ` G - \ PN` DS - . . - - `.��PPROX. LOCATION z ,EEXiSTiNG'GAS-LINE--,PER ^, ,p � (� � .DIGSAFE MARKINGS PT1C 5YSTEM ilz= � ���` tvg rrvC, .°' NSF NICHOLE A. GRAHAM ! ::ER AS -BUILT 1 r+ } ' \ 228 PINE STREET <ETCI4 FROk�f 1 P 105 PARCEL 10 -?EALTH DEPT. _ . „ _ r . 41, UP #591-2 , ! t t41, � ( z V P Y `. ` `<, ♦ `\ -r _ i i DENSE - - - WOODS ♦ C} P — P t ♦♦� ♦ WOODED ♦ " By TOP PC r '� `♦�� `, AREA `,� , ' NAIL FND r tm>�3. P r a ; ge ♦ ti w 4 } 1} P �Gi 1, 0R 4 y I\7 o '� ti F i'�, �` _ 1w 1 w ..♦ , ;' EXISTING GRAVEL,. '� t �.• � � � j '. ,.. _ -r� o� r� 'i ♦' '`�,a:♦�- �` "`• ."* s s � }} ,, PARKING, AREA t ' O O t. . . , ♦ ; 1 , ell WOODS ♦ �� , ``�� P 'AREA t �✓ , DENSE '♦ ♦,. ':.♦�`♦ V� , ao ♦♦♦ ----------- EA t t } r o ` , ^, < DENSE ♦ '♦ '� '* ♦� ` `,x i t t z', I EXISTING GRAVEL r 1 ♦ 1VOODE0 ♦ \ v , �"€ PARKING ARt WOODS / ♦ t, ♦ AREA ♦ tt ` W �1 t tt } ,11 > / '•ct}�- _ a , s ��� ♦♦ �� ♦� *` ♦ ♦ �\ tt rt t\t sl tr }t r tth tt ` tr i! \, F' .*591-1% ,, ♦ � ',, ♦ � , � � � r � t \ \ t \ r 1 � trri i ,' \ 'a t ', ♦ 1 � \ r r t 1 }. V r Cry � � / ,s" `♦♦, ♦ ♦♦ `♦ s* `♦ 1` \ tt t tt \ tt r t }"1 fly ;,i`�.¢ A 8M TOP-- ♦\ \ ♦ ♦ ♦ i t t t r \ t t t t �. r; 1 -rtc} t rG j / n Gj NAIL SET ♦ ♦ ♦ ♦ ♦ r t t N/F CAPE COD ISLANDS COUNCIL i r Ci�\ta/ f �p6 5�j• EL 52.17 t \ \ t I BOY SCOUTS OF AMERICA r! PA 53 4 a, , J ♦♦ ♦♦ t � ♦ �`' v ti 1 t 1 v ' 6 '' •,� ♦ °° � � ,,i ♦ � � .•'_" "_ � �� ' \ t r t '• � � 227 r PINE STREET ♦� �� ti. �� �� ♦1 `J )` t `:.,t \ r \ 1 t t � MAP! 105, PARCEL 8.1 ti♦ �� ', ♦ �` ♦: �� 0� .. ,A` M1\ tt t ,.` ` ' �` tt rr tt tti 193.9± ACRES x 1 ♦ ` 1 1 a \ t, ti c s -^ _ -.. _ _ . _ �/�-a� N/F DONNA J. ONEIL, TR � ., ♦ � � ... } t C. � ` ♦ t t t v ti � ,,,, .,- �' `� i `- ,�, t C,,(-, � i � 245 PINE 5T.- ts� ♦�, `', '♦� ♦ ♦ \ `y\ ` r ; ' �}� i ` �♦ �`� ♦♦, �rt \r rt �{ i tt FOGS 1 c♦ t? `\Ci ! / MAP 105 PARCEL 6 ^ - � Lax r-.�✓ , r ' \t � \ ♦ —_ P ( i 1 P A t t t \ ♦ i} } \ to - t t }\ \ ,� ,\ - , t , } } q-C1 ♦ `, It `\ r\ tV ♦ \ \ - r t � ♦11 t \ \ \ t l A! TOP i }(y } IVAIL �i t i 1 t t t t _ �-- ��••,, � IOC, �tt ` » sI `> ,� ♦y `♦ �\ ` p� •♦ \ \\ \\ rr Wt�9DEO, it t <' lr. °r \ fLADPPDLE t y �✓ I -` t 1 ``' �� \y ♦t 'e `♦ \r \\ \t tt AREA ;UP �612-I { a > � t 4x '\ '°ti ♦ 4 t \ i t 1 i { S t Yam, �� , „ t '/ a '�'< a a� x\ >� �♦ 1� !` �� `� \ 'al \\ � }` 6t 1} S { 1t 1 P It 3 t i 1 �,''"` ;.. w 4 � � r t t , . l�\ -''< � ��� \'', �''', \� e ``\ �* \\ `! , < \�,� \ t /.P tt at ', .. '' ,} fr P � � P �� �,�''~ ♦�} � -"- GRASS ♦♦ �, v r ti ti �ti t `. ♦ k e t FNC � r4 ♦ \ � \ A it k �r ♦\ � ' \ � \\ ` 1 � � / ' � �`" 1 �sS t GRASS '9' 'X1t 1 } 1\ \ \\ t 4 \ ♦ �l \, � t\ `°,, \x 'x \ \ I {� ia � � � z 'k f � r � ,, t\ �` `a� \\ , ,r •�� ,_ .,.,.\\ R,,,,,• .ai / � / i tj `1, .t � °s.^. � t } r, µ•7 / x ; ,�-�r �r J� j ,i %,ter ,� j fJ� .,�'r .L V 1 tJ C- AREA '\ ti� {,�`J'' 1 r r 't ' it t\ `t o > ♦ t _ �5 _ ' 't � I i � \\. yl x`�n �"' � \ \\ \\ i '\ ' 1` � ♦ tt } \ rt. ' �\ �', Yx, l �. � - ���� 1 +, R � r } h __. .. _,. ,..... -_.. ... _ ... PO/VT ' • ` r P 1 i t r t i \ 'i {::e. ¢4 —. 1 I/ `v^ 1 k � •C' � # � tY. t t t t \ \ ! I 11 t ! r ,. !,, } 4` D1RT,/ ''\ mot}• } t t � \ 14 } } t � t � � `,, 41 ,}t % ti GRASS s t P ° � P� iP P t\ i} 6 1 � \tt tr \} 1t t ; ,1 \r \` a\ � r w-°`• �._ ' t`gxg1: iy4ts, t t x i' � t , MdDED � � ARr+ t e \aIi l I r ` t WA TER METER PIT 'I i ( i } .1. J / -7 � J� ,^`r }. } } \ \ 1 r `,q11 ,a\ [ •".`"' { e kL �1 S E F , � � ,f t , �, � f � , f ,, a, -; `mow \ "•, �, 1 I � Li. 1 rn r f ° ELECTRIC METER ON PEDESTAL i 3 1 I GUY P W'' 3 { FOR PERMIT ONLY - NOT FOR CONSTRUCTION N Y E R �c � W ROAo SAXTER NYE A ENGINEERING SURVEYING C'L LOCUS O t'r= LOCUS MAP Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 Phone — `(((508) 771— 7502 Fox —771— ?00� WWViN.baXtel � ,CarTl 7622 GENERAL NOTES, 1, THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS. 2. LOCUS AREA IS COMPRISED OF: PER CURRENT ASSESSOR'S RECORDS: OWNER: CAPE do ISLANDS COUNCIL OF BOY SCOUTS OF AMERICA DEED BOOK 1570 PAGE 118 ASSESSOR'S MAP 105, PARCEL 8.1 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN 4, ZONING INFORMATION: ZONING DISTRICT: R-40 CURRENT MINIMUM ZONING REQUIREMENTS: MIN, LOT AREA = 40,000 SF MIN. LOT FRONTAGE = 150 FEET MIN. YARD SETBACKS: FRONT = 30', SiDE = 20', REAR = 20' MAXIMUM BUILDING HEIGHT = 35 FEET MAXIMUM BUILDING COVERAGE = 25% MAXIMUM IMPERVIOUS COVERAGE = 70X OVERLAY DISTRICTS: APD 5. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SiTE. THERE MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TALE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. & THE PROPERTY LINE INFORMATION SHOWN iS BASED ON CURRENT AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY PERFORMED BY Rd OHEARN SURVEYING ON JANUARY 12, 2015. 7. BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES WITHIN FLOOD ZONE X ON THE FEMA FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY PANEL NUMBER 25001CO578J. 8. ENVIRONMENTAL INFORMATION: PER MASS GIS OUVER AS OF 0211112020: • SITE DOES NOT APPEAR TO BE WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN). • SITE APPEARS TO BE WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE AS MAPPED ON MASS GiS OLIVER PER NHESP 'ESTIMATED HABITATS OF RARE WILDLIFE' FOR USE WiTH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 10).' • SITE APPEARS TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER NHESP 'PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER THE MASSACHUSETTS ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). • SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS MAPPED ON MASS CIS OUVER PER NHESP 'CERTIFIED VERNAL POOLS.` • SITE APPEARS TO BE WITHIN A WETLAND RESOURCE AREA AS MAPPED ON MASS GIS SYSTEM. THE WETLAND RESOURCE AREA SHOWN HEREON IS NOT BASED UPON A FIELD DELINEATION. • SITE APPEARS TO BE WITHIN A STATE APPROVi:`D ZONE 11 GROUNDWATER RECHARGE PROTECTION AREA, 9. UTILITY INFORMATION SHOWN HEREIN: • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DiG-SAFE) AND UTILITY COMPANIES TO LOCATE THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON, THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MiGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY, iF FIEF CONDITIONS DIFFER FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. • SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES, HOWEVER, LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT iS ADVISED THAT EXCAVATION MAY BE NECESSARY. UTILITIES NOTED HEREON ARE SHOWN BASED ON SOURCE INFORMATION, WHEN AVAILABLE (RECORD PLANS), AS OBTAINED FROM UTILITY COMPANIES AND/OR MUNICIPALITIES. LOCATIONS OF COMPILED UTIUTTES SHOWN ARE TO BE CONSIDERED APPROXIMATE ONLY. • EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM AS -BUILT SKETCH ON FILE AT BOARD OF HEALTH. • GAS SERVICES SHOWN ON PLAN FROM SKETCH ISL2992 PROVIDED BY NATIONAL GRID AND FROM FIELD DIGSAFE MARKINGS, • WATER SERVICE SHOWN ON THIS PLAN PER OWNER, • ELECTRIC LINES SHOWN ON THIS PLAN WERE FIELD LOCATED INDICATING OVERHEAD SERVICE FROM UTIUTY POLES ON JANUARY 12, 2015. STAMP I STAMP CONbULTANT CONSULTANT PREPARED FOR: Cape Cod rrEIslandsCouncil Soy Scouts ofAmerica j Willow .. •Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport,A 02675 C)ATE I DESCRIPTION SHEET TITLE Partial Existing Conditions Plan SHEET NO C2mO D ATE: APRIL 30, 2020 20 0 20 40 SCALE IN FEET SCALE :1"=20' DRAWN BY: JKL CHECKED BY: MWE 10 B N 0: 2020-004 F i L E: 2019-004EC.dwq __-- SIGN SUMMARY M.U.T.C.D. SPECIFICATION NUMBER TEXT QUANTITY WIDTH HEIGHT R1-1 18" 18" ' 1 HC* 12" 18" ® 2 SEE LOCAL REQUIREMENTS *VAN (2) NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, REQUIREMENTS, AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE -CONSTRUCTION MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES < 2%. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. CONTRACTOR SHALL CONFIRM AND PROVIDE ALL LANDINGS OUTSIDE OF DOORWAYS, AT THE TOP AND BOTTOM OF STEPS, AND AT TOP AND BOTTOM OF RAMPS, TO BE CONSTRUCTED SO THE LANDING IS 5 FT X 5 FT MIN. (UON) AND IS LESS THAN A 2% SLOPE IN ALL DIRECTIONS ON THE LANDING. & DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND SIGN NOTES: APPURTENANT ITEMS UNLESS OTHERWISE NOTED TO SAVE, SALVAGE OR RESET. q SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN INFORMATION AND WORDING REQUIREMENTS WITH LOCAL 6. EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED � INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. AGENCIES AS NECESSARY. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTROL DEVICES" (MUTCD), LATEST EDITION, ALL CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. APPLICABLE CODES, AND LOCAL REQUIREMENTS. LOCAL REQUIREMENTS, WHEN THEY EXIST, SHALL SUPERCEDE 7, DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR TO THE FACE OF CURB/BERM MUTCD.WHERE APPLICABLE. SETBACKS TO PROPERTY LINES SHOWN ARE PER THE PROPERTY LINE SET BY THE Z �� 1 * ADD VAN ACCESSIBLE" WHERE ASTERISKED REGISTERED PROFESSIONAL LAND SURVEYOR (PLS) AS SHOWN ON THE EXISTING CONDITIONS PLAN AS a SEALED BY THE PLS WITHIN THIS PLAN SET. Uj c� 8. BUILDING AND SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND SIGN ORDINANCES. o 9. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN Q ti ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE PARKING LOT TREE, TYP. X o0 L ' DETAIL NUMBER IS SPECIFICALLY REFERENCED, REFER TO LANDSCAPE PLANS BY HAWK DESIGN FOR DETAIL, PROPOSED CONCRETE WHEELSTOP, TYP. WOOD y BUILDING P EXISTING GRAVEL PARKING AREA R�15, l� v J U / S MAINTAIN EXISTING � �� 24 a GRAVEL DRIVEWAY o TO MAUSHOP LODGE 6,. PROPOSED GRAVEL PARKING �= J AREAS AND DRIVEWAY PER DETAIL #433 WOOD ` 20. PROPOSED PAVED ACCESSIBLE BUILDING O� PARKING SPACES AND STRIPED 24 AISLES TAIL #418 1 � 2p'0. WOODED AREA WOODED ICI 4 1 \ AREA I1 I� \ 11 I !I 1f � \ IMP I I I I m o \ II T � � x\ i' GR EIVOUGH,S' W . POND � 1 1 \IORETENTION AREA LANDSCAPED ISLAND,- TYP. REFER TO LANDSCAPE PLANS BY HAWK DESIGN FOR ALL PLANTING DETAILS �o f o�\ ZQ -92 WOODEDAREA f r f l f ! 4' DIRT s DENL't_ \ WOODS ABANDON EXISTING GRAVEL DRIVEWAYS AND PLANT PER LANDSCAPE PLANS BY HAWK DESIGN AFTER GRADING PER GRADING PLAN--,_ EXISTING VEGETATION C. I ONCRE-(E SIDE I 5' (POSE 6 Ds � -�- I I 22 `.0. \ I US \h O 7 I I co` RYo EN I vs 11 1 [" XI" I ING GRAVE, 1 PA ING AREA PROPOSED POST 1 1 V$E SPLIT RAIL FENCE _ MUI�r0�NQ1 PERSH TAI C49318 11 '` 1 pp�p0�T$ e 1 1 ( 01 $C 8,�6 $F 1 11 � 11 11 EXISTING GRAVEL PARKING AREA 11 `I Us I I 1 15 0' COVERED ENTREN / 1 22.01� `sEOG CV PROPOSED GRAVEL'",ARKING `1 AREAS AND DRIVEWAY PER \�\ DETAIL #433 SNOW STORAGE AREAS SHOWN HATCHED (TYP) �n y GPOLE GRASS 1 N/F CAPE COCA & ISLANDS 0 BOY SCOUTS OF AMERICA 227 PINE STREET MAP 105, PARCEL 8.1 GRASS �j 1 1 93.9± ACRES (3) PROPOSED FLAGPOLES WITH UPLIGH TING 1 l �! 1 CLOSE EXISTING GRAVEL ENTRANCE AND PLANT TREES PER LANDSCAPE PLANS BY HAWK DESIGN FOR DETAIL ZONING ZONING DISTRICT(S): R40 OVERLAY DISTRICTS: APD, ZONE II USE: EDUCATIONAL EXIST USE: EDUCATIONAL TOTAL PARCEL AREA: 193.9t ACRES LOT AREA: FRONTAGE: TABLE PROPOSED USE: EDUCATIONAL PROP 1st FLOOR = 3,195 SF TOTAL FLOOR AREA = 3,195 SF BUILDING FOOTPRINT = 3,441 SF PROP TOTAL BUILDING FOOTPRINT=3,441 SF SIDE SETBACK 20 FT REAR SETBACK 20 FT PARKING SETBACKS STREET SETBACK 20 FT SIDE SETBACK 10 FT REAR SETBACK 10 FT FRONT LANDSCAPE BUFFER 20 FT RESIDENTIAL USE SCREENING BUFFER 4 FT MAX. BLDG. HEIGHT (STORIES) 35 FT MAX. BUILDING COVERAGE: 25% MAX. MAX. SITE COVERAGE (IMPERVIOUS AREA): 70% MAX. PARKING LOT LANDSCAPING PARKING LOT TREES MIN. 40 SF PLOTS 1 8 PS x 41 PS = 5.1 STREET TREES 1 PER 35' x 381'=10.9 PARKING TABLE ASSEMBLY = 1 PS PER 3 OCC x 114 OCC 38 SPACES TOTAL PARKING 38 SPACES ACCESSIBLE PARKING (TOTAL/VAN)* 2/1* SPACES PARKING STALL SIZE 90' STALL LAYOUT 20'x10' DESIGN VEHICLE N/F NICHOLE A. GRAHAM 228 PINE STREET MAP 105 PARCEL 10 AREA TO BE CLEARED FOR SIGHT VISIBILITY. NO OBSTRUCTIONS WITHIN SIGHT VISIBILITY TRIANGLE HIGHER THAN 3 FEET 193.9t AC 381 FT BAXTER NYE T 11! K BAXTE R NYE ENGINEERING & SURVEYING 89.3 FT Registered Professional Engineers 64.0 FT and Land Surveyors >>20 FT 97 FT 78 North Street — 3rd Floor 132-FTT Hyannis, Massachusetts 02601 97 FT 20 FT Phone — (508) 771— 7502 25.4 FT Fax — (508) 771-7622 <<25% 1 www.boxter—nye.com <<70% 6 TREES TREES (EXISTING) 41 SPACES 2/2* SPACES STAMP �}t OF i Ica`' ibIAT T'l ICI)' IONAt. CONSULTANT CONSULTANT PREPARED FOR: S T A M P Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America N/F CYNTHIA L. MARVIN, TR Welcome & Education Center 240 PINE STREET 227 Pine Street ASAP 105 PARCEL11 Yarmouthport, MA 02675 vl I PLANS BY HAWK DESIGN '� \ of \ \ LA of j l of l ml 11 � O N/F DONNA J. ONEIL, TR \ 1 245 PINE ST. 10 JKL 10/11/2021 PER SITE PLAN REVIEW COMMENTS MAP 105 PARCEL 6 \ \ \ DATE DESCRIPTION SHEET TITLE \ Layout and Dimension Plan o �� /, \ SHEET NO C3nO N DATE: SEPTEMBER 17, 2021 I 20 0 20 40 SCALE IN FEET SCAlE:1"=20' EXISTING ` DRAWN BY: JKL CHECKED BY: MWE GARAGE J O B N 0: 2020-004 F I L E: 2020-004DM.dw 1105"AX NYIE 163.4 \ �f !. 416)G� Z \ \ 1 0 1 �\ e / �----------------- BUS/BUSm MSKO NOTE 1. YARMOUTH FIRE DEPARTMENT ENGINE TRUCK HAS INSIDE RADIUS OF 18.5 FEET, AND OUTSIDE RADIUS OF 39.5 FEET. VEHICLE PATH NOT SHOWN AS BUS REQUIRES LARGER TURNING AREAS WITH INSIDE RADIUS OF 26 FEET AND OUTSIDE RADIUS OF 42 FEET. PATH nc M r9maA P_ BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 Phone — (508) 771-7502 Fax — (508) 771— 7622 www.boxter—nye.com STAMP 1 STAMP CONSULTANT CONSULTANT PREPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 10 JKL 10/11/2021 PER SITE PLAN REVIEW COMMENTS DATE I DESCRIPTION SHEET TITLE Turning Template Plan SHEET NO C3n 1 D A T E : SEPTEMBER 17, 2021 20 0 20 40 SCALE IN FEET SCALE:1"=20' DRAWN BY: JKL CHECKED BY: MWE STORMWATER OPERATION and MAINTENANCE PLAN 1. THIS OPERATION AND MAINTENANCE PLAN SHALL RF PERFORMED BY THE GENERAL CONTRACTOR MITRING CONSTRUCTION OPERATIONS AND BY THE OWNER ONCE THE FACILITIES ARE COMPLETED AND PUT INTO OPERATION: 2. PERSONNEL ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT SHALL BE INFORMED THAT THE MAINTENANCE OF SILTATION CONTROLS TAKES PRECEDENCE OVER NORMAL CONSTRUCTION ACTIVITIES. ADJACENT PROPERTIES AND STREETS SHALL BE PROTECTED FROM EROSION OR SILTATION CONDITIONS. 3. INSPECTION AND MAINTENANCE, AS OUTLINED HEREIN, SHALL BE PERFORMED FOUR TIMES WITHIN THE FIRST YEAR OF OPERATION. THENCE, INSPECTIONS AND MAINTENANCE SHALL BE CONDUCTED ON A SEMIANNUAL BASIS (2 TIMES A YR.) AND AFTER ALL LARGE STORMS. AN INSPECTION REPORT SHALL BE MAINTAINED. 4. ACCUMULATED DEBRIS IN CATCH BASIN, AND BIO-FILTRATION AREAS SHALL BE REMOVED BEFORE IT EXCEEDS 12 INCHES IN DEPTH AND DISPOSED OF PROPERLY. BROKEN OR DAMAGED GAS TRAPS/HOODS SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO ENSURE ADEQUATE FUNCTION. 5. A VISUAL INSPECTION SHALL BE MADE AT ALL ACCESS MANHOLES, CATCH BASINS, PIPES AND DRAINAGE CHANNELS FOR THE ENTIRE STORM DRAINAGE SYSTEM. THE GENERAL CONDITION OF THESE STRUCTURES SHOULD BE REVIEWED AND ACCUMULATED DEBRIS SHALL BE REMOVED. THE CONDITION OF ALL OUTLETS SHALL BE NOTED AND A DESCRIPTION OF THE DRAINAGE STRUCTURES SHALL BE INCLUDED IN THE REPORT. DELETERIOUS MATERIALS SHALL BE REMOVED FROM THESE STRUCTURES AND THE DRAINAGE CHANNELS IN ORDER FOR THE SYSTEM TO FUNCTION PROPERLY. 6. ALL OUTLETS, DRAINING CHANNELS, AND SLOPES SHALL BE KEPT STABILIZED. ANY EROSION SHALL BE REPAIRED IMMEDIATELY. 7. BIO-FILTRATION AREA SLOPES SHALL BE MAINTAINED WITH A GRASS STAND OF AT LEAST 3". GRASS SHALL BE MOWED AT LEAST TWICE A YEAR AND CLIPPINGS SHALL NOT BE LEFT IN BASIN. ANY TREES OR OTHER WOODY VEGETATION GROWING IN EMBANKMENTS OR NEAR CONTROL STRUCTURE SHALL BE REMOVED. 8. THE FOLLOWING MINIMUM INFORMATION SHALL BE RECORDED: * DATE OF INSPECTION * GENERAL CONDITION OF THE ENTIRE SYSTEM * CORRECTIVE MAINTENANCE ACTIONS TAKEN TO ENSURE ADEQUATE FUNCTION AND WHEN PERFORMED. * A COPY OF THESE INSPECTION REPORTS SHALL BE FURNISHED TO THE PLANNING BOARD UPON REQUEST. 9. MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITY SHALL BE IN ACCORDANCE WITH THE EXECUTED INSPECTION AND MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER MANAGEMENT FACILITIES AND SHALL BE THE RESPONSIBILITY OF THE OWNER AND THE ASSIGNEES. 10. THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AT LEAST TWO (2) DAYS PRIOR TO THE START OF CONSTRUCTION. 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR H-20 LOADING. SETTING OF CATCH BASINS AND MANHOLE STRUCTURES SHALL BE ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONFLICTS WITH UNDERGROUND UTILITIES OR OTHER STRUCTURES. THE GRATE OR MANHOLE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT WITH STEPS INSIDE THE STRUCTURE. 9. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORMWATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC DISPOSAL AREAS AND HAZARDOUS STORAGE TANKS/FACILITIES. 10 FEET MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL STORMWATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC LINES, MANHOLES AND TANKS. 10. FOR STORMWATER MANAGEMENT FACILITIES, CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION (ASSUMED 8.27 INCHES/HR. INFILTRATION RATE). IF RATE VARIES FROM ASSUMPTION OR GROUNDWATER IS PRESENT, SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED PRIOR TO THIS OCCURRING IS AT THE CONTRACTORS OWN RISK. UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACILITIES AND REPLACED WITH SAND BORROW PER MHD M.1.04.0 TYPE B. 11. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24' BACK FILING CPP MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.115). 12. ALL ROOF DOWNSPOUTS SHALL BE TiED INTO ROOF DRAINS. REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TiE-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6" CPP AT 1.00% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. 13. ALL PROPOSED WALKWAYS WILL HAVE RUNNING SLOPES OF LESS THAN 5% AND ALL CROSS SLOPES < 2%, U.O.N. THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, WHERE REQUIRED. CONTRACTOR TO CONFIRM AND PROVIDE ALL LANDINGS OUTSIDE 0 DOORWAYS, AT THE TOP AND BOTTOM OF STEPS, AND AT TOP AND BOTTOM OF RAMPS, TO BE CONSTRUCTED SO THE LANDING IS 5 FT X 5 FT MIN. (UON) AND IS LESS THAN A 2% SLOPE IN ALL DIRECTIONS ON THE LANDING. 14. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE NOTED OR DEFINED ON THE PLAN, ALL CUT ANC FILL SHALL BE BLENDED TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. lu1-e DETAIL 15. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS PRIOR TO PERFORMING J ~! ° � � I i � J j � � �`v i� \� THE FINISH GRADING WORK 16. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TiMES. JUST WOOD �' "` . \ /� °` /� �- i° J° r'f i / I I > \ \ \ \ PRIOR TO COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORi BUILDING �' \ \ ,' /' °` ,` l ,J ,r' \ O ! 1y ` `i° / WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE BASINS, FOREBAYS, ETC. _ AND THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER THE PLANS. ALL REPAIRS SHALL BE \ \ `----- 1jg _---`------- '` .' rJ / / ! t 1 '\ ! t 1 `"`.��--_--J f ! / --'!/X iP#3 i ,�`,``♦ /1 / /1\\\' MADE AS NECESSARY TO THE SATISFACTION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH, 4 \ O I t ' `� t t 1 \ \ VEGETATION, SEEDING ETC. _ - \ -` �' J` I ✓ j \ 17. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION PROCESS SHALL ENSURE ALL \~� FO y�Fs . !!-- - / !) / ( �` TP#4 © \ r / { l l } ` \ DEWATERING OCCURS THROUGH A PROPER DEWATERING BASIN (STONE, FILTER FABRIC AND HAYBALES OR OTHER - 50 j p 1 ~ \ \ \\\ ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE SITE. __---------- - ! INE STREET �~ p \ t { `�° t e� \ 18. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH ". ,�' ! ✓ !!t` i \\ `. \ THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY _ _ - _ �' JJ ! J \ % t ` � e\ \ } \ \ � REFERENCED. JL p WOOD BUILDING e __--_ JJ ♦\ t ` i -\' CET { i _- y t 1 \ ♦\ \ v t } t r ,,\ e ------- \ -- - ♦ J e \ l��CGOG�/ J' w ©,� '` _ _ - ; ~•~`� f` i e' ,' �_ t, --__ _7'` � ' e _ J \ LL „� `\ t \ t W \ GARAGE (GIS) ­50- `\ NA50 IL FND `. �' U 'f 1 ]{ `ft' { t •' / ----- -\ N\ \ V \I >\ ,� `��\ F �..... i \ } °\ \ \, SITE BENCHMARK: •. ` ___ _ _ t i ♦° t�`\ 0. p2 I \ \ / TOP OF NAIL SET -- C, %EF. i 1r t ELEV=46.93 FEET MAINTAIN <2.0% IN- �� _'N `tip, ` BUILDING tJ _-----^ . O\, \ G ALL DIRECTIONS WITHIN SF ;.* S 4 \ \� , \~� O (� ` SHADED AREA 51 1.1 ji °� �~``�. �� `♦ \ ...,.,, �� `-`--- _. `"� ,.,, , \` is } 50.80�' \ ° !'r li', , ` ♦\ ! `W '\ \' -_ I _ ♦ ` � `♦ `� \ SEPTIC SYSTEM VEGETATED �\ } - 50 y `\ �` ♦\ `` _ I PER AS -BUILT t` ` BIORETENTION AREA \ p �` ♦ `, `� `\� \ I ,.. F ` ,/ N/F NICHOLE A. GRAHAM >r� • e `, SKETCH `FROM 6" HIGH BERM BEHIND I t t \ �♦ `\ /EDGE OF GRAVEL TYP. \ i /' '� �' t ,' w t 228 PINE STREET ♦ w� `���\ •��� t HEALTH DEPT. CJ ! t ( J \ `♦\ ``� ,�� t.. ____ ...__. C� t... I3 `C -- i y P 105 PARCEL 10 \A v\ `.� t \ MA I r w! n _ \ V, " 49.88� iL 51.08 51.61 {I { 48.76 37 LF 12 I e \ �,� `�-� `�_ \ ` `. `\ / PVC ®1 % L GF ♦♦ \ ` o e �+- e\ `. NN �` `. ` ` `. CB #1 BEEHIVE +49. ! / �1 / �c ; ` Ro �D RD / !' `------------- N `� `\ ` `\ `� ` R=46.50 49.77 F 0 ! l - __.t \w w \ Q \ 6 } + RD J 51. 88 d . +50.5 t t } 49.. g _ _ _ - - 00 \ ` `�I / \ ` `\ \ �' ` �` \ ` \ `. ~`. ~` OUT= 43.57 Cultec {, 1 ! \ i` Jt ` `5C}- _ _ .» W w w1 . t.I. e.g. _ � � .. - ate. `♦ e `e `� \ ♦ �\ ♦\ �\ *\ .` \`� � ,x ' 4 TGIP 0 a , .< o -3 �' RO O ' J `\ �.---_._ w a F• 4 52.0 \ e ` e \ `. �- a 'Ar f t J£i 0% / 51 51,t e e ... p \ \ \ e \ . i } 1 i` { Cn y ? w \\ \\ \ ♦e \ \ �\ e\ �� ` r \ N I RIPRAPI CHANNEL PER 4 *,� , 4 G ' / f I \ rr }' \ \��$ 51 \ `•N` \ \ ``�\ `• `` `�` \\`'A \\`♦ \� �`�� ``, ``tt {i DETAIL ,#621 (TYP) 4 t ` � � e� �+ tt � '� �\te Ca y W \ 4 ` �♦ `. \ `� �`\ \\`\ i `, `ti , {t i ;t j 23y - MV`.�µ18E �` �j G�J f�f r 5 A.01 �,� 50.70 \ `O ,`\ ` `� `an \ t t t �• Y.. \ K: , /' J, ����.{ ,W1 - -,. �._....... I ! \ \ 1 \ t 1 i t I i O t \ I / �``� OpQ a BV I \ °\ �`e \` \ `�``\ \\ `� e \ \ , i 1 t i O. V' 1 ` j �\ t ;''/ 1 % / P� G;;� } �� I //1, ' \.C> 1 _- OF `\ \ \ \ ~ `. i. t t i w t . " �� { O g19 g2.0 \ ♦\ \ e, �\ ♦` \ ♦`\ ` N N`♦ ♦♦ ` ,, i t } i C { 1 J� 17 26, 1 i -VE` == i / `J2- `, r \ t I -''n ' t::' { 1 j ? } I 1 F\-OOR } i I / / r �� \ IF ` \ \` ♦` `� \ �`` e♦` 1ti \ tt 1 } 1 I tt I j50 1 } , 1 FIRsi 1 f (/( F I \ y / a� \\ \y \ `♦ `♦ �\ \ \ \ `� `� w t i t t } N ...: 1 t / j / ; °° 3 / / s ` INSTALL STABILIZED �` T / CONSTRUCTION EXIT c. ♦`�`�`N.�~`~`\ \\\�e \ \`, \\ \� 1 \`3 t tt ! t } t! tt 1 } 1 5TJ8� ---- -- N/. CYNiHIA L. MARVIN, TR \` e \ t } �� } i\.. 51.7 { / ,� } r PER DETAIL 09 240 � > t t m �: ' '6% i 52 28 �,w, r r / � / • + + + 4R. 20 MAP 105 PARCEL 11 G IN "1\ 52. J i,, I / o� t.l.e.g. CULTff,330 RECHARGER SYSTEM t t : } �. � \\, ! � RD / �. � `♦ �`� \ \ \` `\ \` \ �\ `� `\ `� \ 4 `\ \\ tt \t \ N t a o RD R 1 { 1 1.5 1 ��' iGy" \ (4 ROWS OF 10) CULTEC 330XLHD t t` } -\R RD '� 52.72 r t t\ P J 50.03 a t { R} \ \ \ \ \ \ \ \ \ ♦ I \ t , \ \ CHAMBERS (4 STARTER UNITS, 4 + UNITS, H-20 LOADING) WITHIN \ \ \ \ ♦ t \ ° END UNITS AND 32 INTERMEDIATE t. \ CPP FROM v I BM TOP 0� ° t t. \ 1 ♦ i�/. t L I \t" � \ I � �� DOWNSPOUTS A � t ♦~�� \. ��� 73.51 1 % SLOPE, TYP f f \ \ A �` / \ 52 t 1 \ \ , �20.83'W X STONE FIELDUGC / v'��.'�/ ; Ft tt t, } \\ `\ \\ `\\ \ \! TOP OF STONE=46.24 tt , 16 (� 50.28\ ✓ Itf \tJG � UGG� TOP OF, CHAMBERS=45.74 t t 1 \ GF �f / 12" ,CPP' INV. IN=43.20 t t t \ t£ UGE bF STONE=42.70 � t 1 \ � \ �G _J� �0E,5. , �- •... � INSTALL ONE H2O INSPECTiONtPORT t `° ` \ ��� UGE cs( 1`� 7qr mm�y ° . t i i S \ \ \ PER ROW. +�..._. 0 HAYBALES SILT FENCE \AT f t\ 0 , ,LIMIT OF WORK PER DETAIL #601 \ \ ♦ t t i s tt w \\ \\ \� 51 TOP �� `v i t v 1.67,r 1 7, FT 5D`53 `N \`\ , I\\ \` \` ``\ \ \` \\\ \\ `\ \ ``\ °\ `° `\ \ \\\ \\ tt ,, ` \\ ,\�\`�\�� ` J! \ \ /J ! \ \ 52.25 ' ` e `} ;52 \ ! \t + `♦ . ! ` 1 � \ \ \ \ ` \ \ \ \ \ \ 1 � 1 t 1 1 \ • r r� \ \ i \ 1 r J `9 \ I I \\ t\ ``\ � }`\ \ `\ \`\ `\ \` \\ `\ \\ � \ `\ \ \, `\ `t 1 1 � t \ ` \ 1 r tr 'r.i ^'... f "..'� Js / ^.» I ,..--LJ `,� //•d t`� \ � I � 1/ � \ \ \ \ `` \ \ , \ \ \ , , \ \ \ `\ 1 t 1 ► j t t � t `'' .rW'{ 1 � A �' r ' t •_....____---'' r! "`ti` , I 1 t \ ` � ``, I \ \ `, \ \, `, \ \ \\ \\ \ \ \ t 1 t i t \ t i 1 ! { ! v-' � � �- ` "� � .,, �' W ! __ \ � ♦ i 7' / I •P• t t 1 ` \ ! ! { I r j `\ `\ N 4 CAPE COD & ISLANDS COUNCIL 4s e\ FNp BOYSCOUTS OF AMERICA �'\ i i i t _ f `. 22 PINE STREET �t � t t MAFA 105, PARCEL 8.1 19P6± ACRES 1 a �! ! ! O 1 t CWETIVO 01 ``\ CA \ \t \ '` tt \ t \\ t\ '\ , \ ` '\ \\ �A _ tl it --------, \ \ ° `, \-�' } {, }i { i ;------------, POND �, ' � i Jr 1 \`, � X �\ \ \\\ \\. `\\`e \u'� �, � tt t\, \t, � \ tt, `\. \\� \, \`\ t`\ \`\. ,`, ,.�- � t I 8'-0" CTR TO CTR 7'-71,4" FACE TO FACE 6" DOWELED END (TYP.) 5" x 5" SQ POST 12" 4 x 4• 30" NOTES: 1. FOOTING MINIMUM DEPTH 30'. 2. FENCE DIMENSIONS SHALL BE IN ACCORDANCE WiTH MANUFACTURER SPECIFICATIONS, RECOMMENDATIONS,U 3c REQUIREMENTS. 3. ALL MATERIALS TO BE CEDAR UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER OR SUPPLIER. 2-RAIL SPLIT RAIL CEDAR FENCE 30" GRADING AND DRAINAGE NOTES, 1. THE PROPOSED FIRST FLOOR ELEVATION = 52.00 THE ELEVATION 50.00, IS EQUAL TO ELEVATION 00.00 AS SHOWN ON THE ARCHITECTURAL AND STRUCTURAL DRAWINGS, UNLESS OTHERWISE NOTED. PROJECT ELEVATIONS ARE BASED ON THE NAVD VERTICAL DATUM. 2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER BY THE CONTRACTOR: 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND ALL UTILITIES (INTERIOR AND EXTERIOR). SITE CONTRACTOR TO REFER TO SITE ELECTRICAL, MEP AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND DETAIL. EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE ACCOMPLISHED WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE JOINT SHALL NOT BE ABRUPT. 6. ALL PIPE OUTFALLS, STONE WEIRS, CHECK DAMS, AND OTHER DRAINAGE OUTLET AREAS SHALL HAVE RIPRAP EXTENDED FROM THE OUTLET TO THE BOTTOM OF SLOPE WITH A MINIMUM 10 FT x 10 FT RIPRAP LEVEL SPREADER, UNLESS OTHERWISE SPECIFICALLY DETAILED. ALL STONE OUTFALLS SHALL BE PROPERLY SHAPED SO THE RUNOFF IS CONTAINED WITH THE STONE LINING. SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. 7. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL T 0 E SE LL BE STABILIZED WITH 4 LOAM, SEED, &MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES OF 3:1 OR STEEPER AND AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY STABILIZE ALL AREAS OF THE SITE. N.T.S. ANY USE OF WOOD MULCH SHALL BE KEPT A MINIMUM OF 20" OFF ALL BUILDING FACES. NAIL SET --- EL = 5Z 1 7 -- \ --_._ __. -- - ----- -__\\ \ _`D0kt4A N/F J. ONEIL, TR 245 PINE STD,_ MAP 105 PARCEL 6-- \ \ \ \ i \ 7``� ! BAXTE R NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771- 7622 www.boxter-nye.com STAMP STAMP qF At4ss4t,� ��1�4tt1 MA7TI jF.vvLl ' ` 10hAt"4`t�C� 1 CONSULTANT CONSULTANT PREPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 Z JKL 10/11/2021 PER SITE PLAN REVIEW COMMENTS DATE DESCRIPTION SHEET TITLE Grading & Drainage Plan SHEET NO C4nO DATE: SEPTEMBER 17, 2021 20 0 20 40 SCALE IN FEET SCALE :1"=20' IDRAWN BY: JKL CHECKED BY: MWE UTILITY NOTES THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888- DIG- SAFE) AND UTILITY COMPANIES TO LOCATE ALL 8. IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY APPROVED BY THE WATER , , 9 a+ DEPARTMENT, THRUST BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE}\ r1� DETAIL #301. CONCRETE THRUST BLOCKS AS REQUIRED, CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS SAND AND 4 PARTS- 1. CAUTION. COARSE AGGREGATE. CONCRETE CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGREGATE SIZE 0 EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE 1-1/20. THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST THRUST BLOCKS TO DIVISION SPECIFICATIONS MAY IN 1, i I IN V VF I 11 t t 0 Iwi h C, � �*i � EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE \ a BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST UNDISTURBED TRENCH LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. WHERE UNSUITABLE BEARING MATERIAL IS APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY �\ \ ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. BAXTER NYE THE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL \ DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND 9. YARMOUTH WATER DEPT. APPROVED WATER SUBCONTRACTOR AND THIRD PARTY INSPECTOR REQUIRED. COST OF THE ENGINEERING & UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR SHALL BE BORN BY THE CONTRACTOR/WATER SUBCONTRACTOR. ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE IN GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR SURVEYING ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL INSTALLED REQUIRED. -�.,, \ r'o. ,� WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR \ \� SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. `. o• \gy11. p BY THE UCOMMUNICATION DUCT SHALL INSTALLED THOSESHAL S NACCORDANCE PERCEDE #C DETAIL 832. -832. WHERE A DESIGN TILITY COMPANY ORMEPENG NEERS AREP PROVIDED, 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER LINES p Registered Professional Engineers CROSS SEWER LINES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER x LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. WHEN e \ 12. EXTERIOR RESIDENTIAL LIGHTING SHALL BE LOW WATTAGE TYPE AND DIRECTED SO AS TO KEEP ALL LIGHTING WITHIN and Land Surveyors IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND \G ��, \ SUBJECT LOT. ANY SITE LIGHTING USED SHALL BE LOW WATTAGE STREET LANTERNS ON 20' MAXIMUM POLE LOCATED ADJACENT SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT -LINED DUCTILE IRON PIPE FOR -� \�a� \J, { \ TO SUBJECT LOT DRIVEWAY, PARKING OR WALKWAYS. 78 North Street - 3rd Floor ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH .�- \ Z�' \� # \ 131. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL Hyannis, Massachusetts 02601 PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 ' -- \ \ �p LIGHTING SHALL HAVE THE FIXTURE HEIGHT SET AT 20' MAXIMUM ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE H y PSI TO ENSURE THAT THEY ARE WATERTIGHT. TP#2 \� N (? \ \ REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 "EXTERIOR LIGHTING DESIGN". 4. COMMERCIAL SEWER BUILDING CONNECTIONS SHALL BE 6" MIN. SCHEDULE 40 PVC, U.O.N., AT A MINIMUM SLOPE OF 1.2% \ \ �G \� \ 14. ALL LIGHTING FIXTURE LOCATIONS, SPECIFICATIONS AND PHOTOMETRIC PLAN SHALL BE DEVELOPED BY THE ELECTRICAL Phone - (508) 771-7502 U.O.N. FROM MAINLINE TO BUILDING. RESIDENTIAL SEWER BUILDING CONNECTIONS SHALL BE 4" MIN. SCHEDULE 40 PVC, U.O.N., \ \ c^ \ \ \ ENGINEER. ALL FIXTURES SHALL BE LED AND MOUNTED ON NOTED POLE HEIGHT AND CONCRETE BASE HEIGHT (FIXTURE HEIGHT Fax - (508) 771-7622 AT A MIN. SLOPE OF 2.2% U.O.N. INSTALL A CLEANOUT ON EACH SERVICE LINE AT DISTANCE OF 10't(U.O.N.) OFF THE \ °� \1 \ v \ NOT TO EXCEED 20 FT ABOVE GRADE OR AS OTHERWISE NOTED). FOUNDATION, AT A CHANGE OF HORIZONTAL DIRECTION GREATER THAN 45' OR WERE MORE THAN ONE CHANGE OF HORIZONTAL www.baxter-nye.com DIRECTION GREATER THAN 45' OCCURS WITHIN 40 FEET. CLEANOUTS SHOULD BE LOCATED AT INTERVALS OF NOT MORE THAN \ \ \ \ 15. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK 100 FEET. ALL PIPING FOR COMMERCIAL BUILDINGS SHALL BE PER PLUMBING CODE WITHIN 10 FEET OF BUILDING. \ \ \\\\ \ \ FILLING OF TRENCH SHALL INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE 5. THE ON -SITE WASTEWATER TREATMENT FACILITY (SEPTIC SYSTEM) HAS BEEN DESIGNED, AND SHALL BE CONSTRUCTED, IN \ \ \ \ SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. IF THE BITUMINOUS CONCRETE SURFACE IS WITHIN THE ROADWAY, ACCORDANCE WITH 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE 5. \ \ THE BITUMINOUS CONCRETE TOP COURSE SHALL BE FINISHED WITH INFRARED TREATMENT TO BLEND EXISTING AND NEWLY PAVED \ \ \ \ \ J " SURFACES, IF REQUIRED BY THE MUNICIPALITY. 6. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST 16. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL UTILITIES AND MISCELLANEOUS WORK FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL. \ \ \ \ `-' s J INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE 7. WATERLINE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND \\ \ \ r / \po \ PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. FIRE HYDRANTS, PER WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED JOINTS TO BE INSTALLED PER WATER DEPT. \ \-r'� � \ \ 17. Al WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS. I .1 CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. 'WOOD BUILDING 1 .� ,1 TP#3 X 1,0 \ 18. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. \ 19. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL FOLLOW THE PLUMBING \� CODE. THIS INCLUDES THE FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO BE CAST IRON MATERIAL. REFER TO PLUMBING S T A M P S T A M P MI AAIQ OV f%TLCD(Z AC AODI I(`AM r I i fir/ ",,.,. ... .,...�.... ..., .... _.....___. _ � O TP# O 20. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED, CONTRACTOR SHALL OWN REMOVING'�tlOf `1 \ °1 H 20 p \ \ \ PIPE AND APPURTENANCES AS NEEDED WHERE THEY CONFLICT WITH PROPOSED WORK. O ,y� BOX \( O s . O <s (2) 57 L x 9' W \ \ \ \ LEACHING CHAMBERS \ \ O 1 0 \ \ \ 0 I %\ BUILLDING 0 APPROXIM TE LOCATION EXISTING yy \ \ APPROX. LOCATION O ^ -.., C WATER SE VICE, RELOCATE IF EXISTING G LINE PER `rc"p O NECESSAR (VERIFY IN FIELD) DIGSAFE M NGS SEPTIC SYSTEM PER AS -BUILT / F 2-COMPARTMENT \ `� \ PROPOSED LIGHT POLE WITH \ \ SKETCH FROM 4 HEADS, REFER TO ARCH. SEPTIC TANK �-�'� HEALTH DEPT. �:\. \ EXISTING UTILITY POLE 4" 6 PLANS_FOR DETAILS 1� \ TO BE REMOVED t� \ GR-EffwOU6!)145 ° POND \ #591-2 I t J \\ \ EXISTING UTILITY POLE AND GUY I \ WIRE TO BE RELOCATED. WITH UTILITY COMPANIES RD RD i BOLLARD LIGHT, TYP. \ � I REFER TO ARCH. ® "-` G PLANS FOR DETAIL10- i �> I c o \ 1 1 �1 T PROPOSED UNDERGROUND \ V$E SECONDARY ELECTRIC AND t \ U \ �� Gc COMMUNICATIONS SERVICES tL &09S $ g ,D� 1 I FROM TRANSFORMER. Sri 1 1 COORDINATE WITH UTILITY / \ w 1 �� \ I OY 5.196 `� . _ .. \ 4 G, COMPANIES N 1 \ 1 loll (01 4.1 G t�� PROPOSED TRANSFORMER ,� \ PROPOSED UNDERGROUND 1 1 '. SECONDARY ELECTRIC AND RD 1_ I \ P #591 1 O RD t G�/ '" , ON CONCRETE PADOPy " T o o RD R - - FRS COMMUNICATIONS SERVICES 0 � 1 \ � 1 t R RD MAUSHOP LODGE. COORDINATE WITH UTILITY COMPANIES 1°G"''� EXISTINGI UTILITY POLE - �� AND OVEHEAD WIRES ee UGE TO BE RE OVED \ GE Uj�^ Nit" w EO0 j \ ; PROPOSED UNDERGROUND (% c PRIMARY ELECTRIC AND I 1 ` PROPOSED WATEF�SERVICE � � ` r^ I `>EOMMUNICATIONS SERVICES \ \ TIE INTO EXISTING 2" WATER i 1 } / FROM UTILITY POLE TO WITH 2x2x2 TAP AND INSTALL ` (SIZED BY MEP E GINEEER)}} -TRANSFORMER PER DETAIL CURB BOX TO FINISH GRADE. \ �` J� �,•... / / \ I /` I #832. COORDINATE WITH \ \ PLUMBING ENGINEER TO 1 �/ \ v, I f t ;UTILITY COMPANIES CONFIRM DOMESTIC WATER w \ SERVICE SIZE IS ADEQUATE �- EXISTING UTILITY \ \ 1 I POLE TO REMAIN \ \ \ \ 1 1 PROPOSED AS SERVICE TO TIE INTO A UP #612-1 I ' EXISTING GAd SERVICE FOR i 1 MAUSHOP LODGE. COORDINATE WITH UTILITY COM NY (VERIFY EXACT' I 1 LOCATION IN�IELD) \ \ \ @WELL 01 i O1,5 I CONSULTANT CONSULTANT PREPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 Qj JKL 10/11/2021 PER SITE PLAN REVIEW COMMENTS DATE I DESCRIPTION SHEET TITLE Utility Plan SHEET NO C5nO ( D A T E: SEPTEMBER 17, 2021 20 0 20 40 SCALE IN FEET SCALE :1"=20' DRAWN BY: JKL CHECKED BY: MWE J O B N 0: 2020-004 F I L E: 2019-004UT.dwg FINISH FLOOR ELEV=52.0 RAISE 2 COVERS TO FIN. GRADE AS SHOWN WITH WATER TIGHT RISERS & COVERS �iFINISHEDFINISHED GRADE ELEV=51.5± ••� h mo? m , � + r--vwtwoo�'rz /M 5OP" "T IGI N" �' 6" CAST IRON 1 70 LF 4" PVC AT 1.1 % FROM TANK 6" MIN 3 4" SCH 40 PVC INV IN=47.37 10 MIN.PVC ' `'� INV OUT=47.12 PVC PIPE. HYDRAULIC CEMEN 34 LF 6" C.I. AT 2% SANITARY SEWER & SEAL AROUND PIPE a PVC TEE TO SEPTIC TANK, INV OUT=48.05 WATERTIGHT-TYP. FOR ALL 4-6" HOLES PENETRATIONS BAFFLE GAS BAFFLE 3,500 GALLON TWO -COMPARTMENT SEPTIC TANK (H20 LOADING) SHOREY ST3500 H-20 OR EQUAL TO BE INSTALLED ON A LEVEL STABLE BASE (6) 571 x 9'W SEPTIC TANK TO RF INSPFCTFII k ('.IFANFD ANNtIAIIY 500 GALLON H2O LEACHING CHAMBERS (THREE CHAMBER SYSTEMS) ' .Q .• e '', .•n.. tea:• , ,t.. : • a. .a. •. .._ . ._,.. Via. �: .i. 1 e .1 • ' 9' 4'-,D• O O O O O O 9" MIN.-36" 6U 2" PEAST GEOTE)ML EFFECTN TYPICAL SYSTEM PROFILE NOTE: ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. GARBAGE GRINDERS NOT ALLOWED WITH THIS DESIGN. INV IN=46.37 6" CRUSHED STONE BASE'' ' LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE 4 FEET 14 INCHES 5 FEET 19 INCHES 6 FEET 24 INCHES 7 FEET 29 INCHES 8 FEET 34 INCHES ADJUST COVER TO FINISH GRADE RISER AND COVER TO BE WATERTIGHT %fV1TWnC I C LCAU171RU %PnAM13CM UC I AIL (H-20 LOADING) NO SCALE 4" SCH 40 PVC VENT WITH 'ANIMAL SCREEN ° r i 4" \S LID SCH 40 # O ,t rr .' PVC VENT PIPE v P#3 I / 4g °' O ., �P O �„ 50� 4-1 r 1 r 0' f j4" SCH 40 PVC DISTRIBUTION �• < LATERAL, TYP. (SEE PROFILE H-20 `e DBOX \ \ ly S S ' O� t\� r - U1 _ O i I - 4" SCH 40 PVC VENT WITH ANIMAL SCREEN - SET ONE COVER TO FINISH GRADE SET CAST IRON FRAME AND COVER AT FINISH GRADE PER CHAMBER ROW OVER INLET RISER AND COVER TO BE WATERTIGHT PIPE WITH WATERTIGHT CAST IRON FRAMES AND COVERS ENSURE PROPER PIPE FINISH GRADE=49.2t CONNECTION BETWEEN ALL CHAMBERS (4" FINISHED GRADE OVER LEACHING CHAMBERS - 48.0 - 50.0 SCH 40 PVC) FIRST 2' (TO BE LEVEL) WASHED PEASTONEOUBLE g" (min) Cover 4g OR FILTER FABRIC 36" (max) Cover F2OLF 4" PVC AT 1 % FROM D-BOX h1 CONCRETE LEACHING CHAMBER TOP OF CHAMBERS=47.0 2. _ 4" DIA. PVC -CE 6' SUMP . INV OUT=46.20 0 0 0 0 0 INV. IN-46.00 l , • . EFFECTNE DEPTH DISTRIBUTION BOX '• - '• SS), SHALL REMOVEDTO BELOW THE THE TOPOFTHE (TOP DOUBLE WASHED STONE 5' MIN ELEV-44.00 SHOREY DB-9 H-20 OR EQUAL OFSA TO BE INSTALLED ON A LEVEL STABLE BASE "Cl HORIZON" (ELEVATION 45.3 AT TEST HOLE 4) - SEE CONSTRUCTION NOTE #5 HEREON. NO GROUNDWATER FOUND TO ELEV-37.8t LEACHNG CHAMBER (600 GALLON) SHOREY 500 GALLON H-20 CHAMBER OR EQUAL e H. P. i 1 1 \ 50 0 i 2 ox 1 't 1 i I I 4" SCH 40 PVC SEWER I AT 1 % TO DBOX v 1 ` 14" 50.80 50 i 3500 GALLON TWO ° COMPARTMENT H2O SEPTIC TANK ° I \ j , 6" CAST IRON SEWER I' I r AT 2% TO SEPTIC TANK;61 I � 49.7 ► Spa1. I 7r� I I I I � I j Ln 51. 08 51. - 61 5 49.88 c�� 1 i , LA I I ° o s SOIL ABSORPTION SYSTEM PLAN SCALE: 1 INCH = 10 FEET 100" 5" -- 21 " D I A 1--- ® ® ® ® ® ® N DOUBLE WASHED STONE 1 O2' 500 GALLON PRECAST CHAMBERS (CHAMBER WIDTH=4'-10") NOT TO SCALE SEPTIC SYSTEM DESIGN REQUIREVIE TS NITROGEN LOADING LIMITATION: 440 GPD/40,000 SF x 193.9 ACRES = 92,909 GPD, MAX. GARBAGE GRINDER (NOT INCLUDED) = N/A DAY CAMP W/WASHROOM AND TOILETS: 114 SEATS x 10 GPD/SEAT = 1,140 GPD TOTAL DESIGN FLOW = 1,140 GPD PERC RATE = <5 MIN. / INCH (CLASS 1) LTAR = 0.74 GPD/SF MIN. LEACHING AREA OF S.A.S. REQUIRED: 1,140 GPD / 0.74 GPD/SF = 1,541 SF, MIN. PROPOSED SYSTEM: (2) 571 x 9'W LEACHING CHAMBERS; WITH 3'-0" OF STONE ON ENDS OF CHAMBERS AND 2'-1 " ON SIDES OF CHAMBERS SIDEWALL AREA: (57' + 9') x 2' x (2) = 264 SF BOTTOM AREA: (57' x 9') = 513 SF TOTAL EFFECTIVE LEACHING AREA: 777 SF x 2 CHAMBERS = 1,554 SF SYSTEM DESIGN CAPACITY = 1,554 SF x 0.74 GPD/SF = 1,554 GPD > 1,541 GPD - OK. SEPTIC TANK SIZING: FIRST COMPARTMENT - 1,140 GALLONS PER DAY x 200% = 2,280 GALLONS SECOND COMPARTMENT - 1,140 GALLONS PER DAY x 100% = 1,140 GALLONS TOTAL = 3,420 GALLONS USE 3,500 GALLON MINIMUM TWO -COMPARTMENT SEPTIC TANK PER TITLE 5 SEPTIC CONSTRUCTION NOTES 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED SEPTEMBER 9, 2016, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS 24' APPLICABLE. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC, UNLESS OTHERWISE NOTED HEREIN. 5. IF THE SOILS ARE FOUND TO NOT BE CONSISTENT WITH THE TEST HOLE DATA, EXCAVATE UNSUITABLE MATERIAL TO THE "Cl HORIZON" IF REQUIRED, FOR A HORIZONTAL DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. SOIL LOGS YARMOUTH SOIL EVALUATOR: DATE- MARCH 11, 2020 BOARD OF HEALTH AGENT: STEPHEN MATSON, P.E. PHIL RENAUD TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 0" G.S.E.=51.3f " G.S.E.=50.4t G.S.E.=47.8t 0" G.S.E.=48.8f 0; ORGANIC 0; ORGANIC A; 10 YR 3/2 SANDY LOAM A; 10 YR 3/2 SANDY LOAM loop ELEV=50.5f 3" ELEV=50.1 t 13" ELEV=46.7f 18" ELEV=47.3f A; 10 YR 3/2 SANDY LOAM A; 10 YR 3/2 SANDY LOAM B; 10 YR 5/6 LOAMY SAND B; 10 YR 5/6 LOAMY SAND 20" ELEV=49.6f 10" ELEV=49.6f 29" ELEV=45.4f 42" ELEV=45.3f B; 10 YR 5/6; LOAMY SAND B; 10 YR 5/6; LOAMY SAND Cl; 10 YR6/8; FINE-MED SAND Cl; 10 YR6/8; FINE-MED SAND 40" ELEV=48.0t 32" ELEV=47.7f 58" ELEV=43.0f 70" ELEV=43.0f Cl; 10 YR 6/8; MEDIUM SAND Cl; 10 YR 6/8; MED-FN SAND C2; 10 YR7/6; FINE-MED SAND C2; 10 YR7/6; FINE-MED SAND 70" ELEV=45.5t 84" ELEV=43.4t 120" ELEV=37.8f 120" ELEV=38.8f C2; 10 YR 7/6; MEDIUM SAND C2; 10 YR 7/6; MED-FN SAND 120" ELEV=41.3f 120" ELEV=40.4t NO WATER OBSERVED AT 120" (ELEV=41.3). PERK AT 51"; PERK RATE: < 2 MIN./INCH. I CERTIFY THAT ON JULY 2007, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 SIGNATURE DATE AXTE N 1" I ., Y cat<RVI; IN BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771- 7502 Fax - (508) 771- 7622 www.boxter-nye.com STAMP CONSULTANT CONSULTANT STAMP PREPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 10 JKL 1011112021 PER SITE PLAN REVIEW COMMENTS DATE I DESCRIPTION SHEET TITLE Septic Profile and Details Plan SHEET NO C50 i DATE: SEPTEMBER 17, 2021 20 0 20 40 SCALE IN FEET SCALE:1"=20' DRAWN BY: JKL CHECKED BY: MWE J O B N O: 2020-004 F I L E: 2019-004UT.dwg 3" WIDE PRINTED UNDERGROUND WARNING TAPE WITH METAL CORE, NOTED SURFACE FOR APPLICABLE UTILITY, TREATMENT APPROX. 9" BELOW GRADE (VARIES -SEE PLAN) �0 $ ° ° DEPTH ° a VARIES 0 �, ° 0 q) • �b a • 0 ** FINAL BACKFILL - • ORDINARY BORROW (M.1.01.0) e 0 `b a o ° °OCIO 0 0 ob.4 3 c� • e 40- - ;.; .:ip--°'•> ::' HAND TAMPED INITIAL BACKFILL o a< HAND TAMPED a o� it �; .tea HAUNCHING *COMPACTED Z BEDDING is COMPACTED SUBGRADE/ MUST BE A STABLE FOUNDATION. UNSUITABLE FOUNDATIONS MUST BE UNDERCUT AND REPLACE WITH A SUITABLE BEDDING MATERIAL. * COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6' LIFTS (MAX.) ** COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6" LIFTS (MAX.) ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). FINAL BACKFILL IN GENERAL EMBANKMENT AREAS MUST BE COMPACTED TO 85% MODIFIED PROCTOR (MIN.) IN 12" LIFTS (MAX.) ***FOR SANITARY SEWER MAINS, 6" BEDDING SHALL BE BACKFILLED WITH 3/8"-3/4" NON -ANGULAR STONE IN LIEU OF GRAVEL BORROW. COMPACT TO 95% MODIFIED PROCTOR. UTILITY TRENCH N.T.S. DETAIL "VAN" ACCESSIBLE HANDICAP SPACES A 4" SOLID WHITE EPDXY RESIN PAVEMENT MARKING (20 ML. THICKNESS) TYP. PARKING SIGNS FOR HANDICAPPED SEE PLAN FOR PLACEMENT HANDICAPPED RAMP (SEE RAMP FOR APPROPRIATE DETAIL DETAILS 0 ) 4" SOLID WHITE STRIPING ® 45', 8" O.C. HANDICAP PARKING AND STANDARD STALL LAYOUT N.T.S. STONE LINING TO BE PER MHD SPEC M2.02.3 DETAIL PLAN VIEW TOP OF CHANNEL MAY VARY - SEE PLAN FOR LAYOUT -TOP OF STONE - SEE PLAN FOR LAYOUT OF STONE Minimum height of rip shall�� be 1 , unless otherwise ` J noted on the plan. See plan for slope 6" Min 4" min. typ. Downstream 2 channel invert STONE DEPTH TO BE 1.5 TIMES THE MAX. o STONE DIA BUT NOT LESS THAN 12" I M FILTER FABRIC J MIRAFl FW700 OR EQUAL PROFILE VIEW 1.0'4 k- 4 Minimum height of Hprap shall be 6" one (1) foot, unless otherwise noted on the plan. FILTER FABRIC MIRAn FW700 OR EQUAL Bottom width to vary. See plan SECTION VIEW -� for actual dimensions. CONSTRUCTION SPECIFICATIONS: 1. ANY FILL REQUIRED SHALL BE COMPACTED TO APPROPRIATE DENSITIES. 2. GEOTEXTILE SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE OF FABRIC OVER THE DAMAGED PORTION WITH A MIN OF 12" OVERLAP OR COMPLETELY REPLACING FABRIC. 3. THE STONE SHALL BE PLACED SO THAT IT BLENDS IN WITH THE SURROUNDING GROUND (IMPORTANT: IF THE STONE IS PLACED TOO HIGH THE FLOW WILL BE FORCED OUTSIDE OF THE CHANNEL CAUSING EROSION]. c STONE CHANNEL PROTECTION N.T.S. 621 DETAIL BUILDING WALL VARIES a DOWNSPOUT AND DOWNSPOUT BOOT BY • = ARCHITECT - SEE DETAILS BY ° ARCHITECT FOR MATCHING MATERIALS, FINISH, AND TREATMENT CONDITIONS AT DOWNSPOUT LOCATIONS. e ° d ° FINISHED GRADE a MANUFACTURER'S STANDARD TRANSITIONAL COUPLING PVC TO CPP TO ACCEPT DOWNSPOUT. REFER TO ARCHITECTURAL PLANS FOR MATERIALS/DOWNSPOUT BOOT ABOVE GRADE TO MATCH BUILDING m a AND DOWNSPOUT MATERIALS. 6" DIA. CPP PIPE II CPP ENLARGER 45" CPP WYE 90' CPP ELBOW as IN. + d CPP PIPE 45' CPP ELBOW A. FOOTING PROFILE CPP PIPE d • e'< NOTES: 1. MIN. 6" PIPE DIAMETER (SEE PLANS FOR PIPE SIZING). ROOF DRAIN N.T.S. DETAIL 1-1/4' x 1-1/4" x 4' WOOD STAKE AT 8.3 FT. O/C OR APPROVED EQUAL MIRAFI SILT FENCE (MIRAFI 10OX) OR APPROVED EQUAL 2% 2% 3' WOOD STAKE, r� REINFORCING STEEL �OR APPROVED EQUAL PROTECTED AREA (WETLAND) TOP OF GROUND WORK y AREA STAKED STRAW BALES FLOW Y SET 4" INTO GROUND 4" EMBEDMENT (MIN.) 8" MIN. SILT FENCE / STRAW BALE BARRIER 601 DETAIL. NOTE: OFFSET SIGN 3 FT. FROM FACE OF 1 -3/4" 12 GAUGE -� CURB WHEN REQUIRED FOR CAR OVERHANG \`` 3 8" DIA. HEX HEAD BOLT W/HEX NUT AND SEE LAYOUT SHEET WASHERS FOR SIGN FACE FINISHED Ik�l �'`• GRADE APPROVED SHEET METAL TRAFFIC SIGN FACE 1- 3/4" GALVANIZED STEEI SQUARE SIGN SUPPORT PATCH, REPAIR AND REPLACE EXISTING SURFACE IN KIND. BLEND TO MATCH EXISTING OR REPAIR ANY DISTURBED AREAS OF - LOAM /SEED -SOD OR LANDSCAPING N.T.S. w 0 I o i o L�J 2" 12 GAUGEIX o 0 no WX O o w� o z BREAK -AWAY DETAIL MO 3/8" DIA. PAN HEAD MACHINE SCREW z W/HEX NUT W do WASHERS fW/f 0 O FIBER OR PVC WASHER p 0 0 CONCRETE FILLED BASE ��/ �/ SIGN (IF REQUIRED) 0 O NOS: o 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE ADJUSTMENT): 0 0 - IN RURAL AREAS, ROAD SHOULDERS AND AREAS WHERE NO 0 PEDESTRIAN OR PARKING MOVEMENTS ARE EXPECTED: 6 FT. FROM o THE BOTTOM OF THE SIGN TO NEAR EDGE OF PAVEMENT. - IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT SIGN PANEL ATTACHMENT AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN IS MOUNTED, IT SHALL NOT PROJECT MORE THAN 4 INCHES INTO THE PEDESTRIAN FACILITY.) - HANDICAP PARKING SIGNS: 6 FT. TO THE BOTTOM OF THE SIGN (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) TRAFFIC SIGN POST N.T.S. DETAIL 1-1/2" HOT MIX ASPHALT SURFACE COURSE - STANDARD TOP COURSE, PER MHD M3.11.03 TABLE A . °' oa'o 2-1/2" HOT MIX ASPHALT �" o'•�:' o°bQ BASE/INTERMEDIATE COURSE - BINDER, PER MHD M3.11.03 TABLE A o..p,......,' o.-. 12' GRAVEL BORROW M1.03.0, TYPE B, C OR o °a D, OR PROCESSED GRAVEL BORROW M1.03.1 oa'� OR RECLAIMED PAVEMENT BORROW M1.09.0. Q' Q'o.b. O 0.0 0:<. FOR ALL SPECS, AT LEAST 70% SHALL PASS THE 3/4" SIEVE TO ALLOW FOR PROCTOR DENSITY COMPACTION TESTING. TSTANDARD DUTY FLEXIBLE PAVEMENT COMPACTED SUBGRADE COMPOSITION AND COMPACTION ACCEPTANCE TESTS 1. OBTAIN SAMPLES FROM PLANT TO INDICATE CONFORMANCE WITH M3.11.09. 2. PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.09. 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MASSDOT SPECIFICAITIONS. 4. MATERIALS SHALL MEET OR EXCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III, MATERIALS AND THE FOLLOWING SUBSECTIONS: MINERAL AGGREGATE: M3.11.04 BITUMINOUS MATERIALS: M3.11.06 MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE: M3.11.02 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE 1-1. 6. CLASS I BITUMINOUS PAVEMENT, TYPE 1-1 REQUIRED PER SECTION 460. TESTING FOR BASE COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95% PROCTOR DENSITY. TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00. BITUMINOUS CONCRETE PAVEMENT SECTIONS N.T.S. I� DETAIL SITE 50' (MIN.)10' (MIN. o;?.^Q'r.p•:O'.' a..r;.4i6 in e °�40 °gbo..q a Z'A."o^'<'': '::D.."a. D e.0 ! _' fir.. '•O:Q°'�:e"r'� D,.n.oeb"•;'b.°`,°�'..eQ'. `4 °. ' 't PI AN VIEW 4 FILTER FABRIC 12" CRUSHED STONE CROSS-SECTION EXISTING PAVEMENT 1 MOUNTABLE BERM NOTES: 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH A POI NTS INTS WHERE IN GRESS OR EGRESS OCCURS. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEM AND AND REPA IR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. STABILIZED CONSTRUCTION EXIT L7ETAIL VERTICAL RECTANGLE h. A uy....__ ___1__._ _ SIGN A B C D E 12'X18" 12" 18' 1.5" 1.5" 1.5" VAN ACCESSIBLE ACCESSIBLE PARKING SIGN 0ETAIL N.T.S. N.T.S. CURB IF REQUIRED (SEE PLAN) FINISH PAVEMENT PREMOLDED JOINT FILLER GRAVEL BASE NOTES: 1. CEMENT CONCRETE STRENGTH TO BE 3500 PSI AT 28 DAYS. 2. PROVIDE EXPANSION JOINTS AT MIN. 16 FEET O.C. WITH PREMOLDED JOINT FILLER. 3. PROVIDE TOOLED DUMMY JOINTS AT 4' O.C. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. VARIES 1.5% TYPical timax onaI Info. See Plans for A dd -x X X � 4" REIF. CONC. SLAB - W/ 6 X 6 W 1.4 X W 1.4 W.W.M. 6" GRAVEL BORROW (COMPACTED) CP(`TTom CONCRETE SIDEWALK 1/2" PREFORMED EXPANSION JOINT BLDG. FACE OR FIXED OBJECT - JOINT DETAIL 4" THICK CONCRETE SIDEWALK (TO BE 6" THICK IN FRONT OF OVERHEAD DOORS AND AREAS SUBJECT TO VEHICLE LOADING) FINISH GRADE EXPANSION JOINT SEALANT - (WHEN \ REQ'D) -1/2- CONCRETE SIDEWALK N.T.S. DETAIL VARIES LOAM do SEED SLOPES 8' GRAVEL BORROW 6' DENSE GRADE BASE- M1.03.0 TYPE CRUSHED STONE - A OR B COMPACT TO M.2.01.7 95% DENSITY GRAVEL ACCESS ROAD N.T.S. DETAIL ..✓ , � tt j, ► +mom t BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771- 7622 www.boxter-nye.com STAMP CONSULTANT STAMP zo k SEED WITH WITH ERNST SEEDS RETENTION BASIN FLOOR MIX, LOW �v BIORETENTION MATERIAL SPECIFICATIONS MATERIAL SPECIFICATION NOTES: 3:1 TYP. MAINTENANCE, OR EQUAL 3c1 TYP. FILTER MEDIA COMPOSITION 4" 404A, -� FILTER MEDIA TO CONTAIN: ANp '�fp - O� 40% SAND 20-307[ TOPSOIL ...•::::::.: A.A 3G-40% ORGANIC MATTER IN FORM OF LEAF COMPOST VOLUME OF FILTER MEDIA BASED ON 110% OF PLAN VOLUME TO ACCOUNT FOR 4" SANDY TOPSOIL AND �i SEED, OUTSIDE OF �/ SETTLING OR COMPACTION. SAND COMPONENT SHALL BE GRAVELLY SAND THAT MEETS ASTM D 422. gEVF g7F PERCENT PASSING BID -RETENTION CROSS SECTION BUT WITHIN / 16" FILTER MEDIA 2" 100 STORMWATER BOTTOM / 3/4" 70-100 CONSULTANT SURFACE. \ 15015--80 IF FILL IS NEEDED FOR y , • "Y '� ° POD 0-3 SUBGRADE, FILL MATERIAL SHALL BED " 3 A!TO 1" WASHED THE SOIL MIXTURE AND COMPOST SHALL BE IN ACCORDANCE WITH MASSDEP SAND MEETING SPEC.-�3C) PER MHD-SSHB M1.04.0 k' g• CRUSHED STD GUIDELINES -CLAY CONTENT TO BE 5X OR LESS TYPE B. i - SOIL MIX PH TO BE BETWEEN 5.5 TO 6.5 F ,, - ORGANIC CONTENT OF SOILS TO BE BETWEEN 1.5% TO 3% 2" PEA STONE` FILTER MEDIA TESTINGPHOSPHORUS EXISTING SUB -GRADE TO =�` BE INSPECTED AND INDEX (P-INDEX) RANGE 10-30 APPROVED BY ENGINEER` �� THE MEDIA SHALL HAVE AN INFILTRATION RATE BETWEEN 2-3 IN/HR PROCURED FROM APPROVED FILTER MEDIA VENDORS CROSS-SECTIO MULCH D (fig MONTHS MIN.), FINE SHREDDED HARDWOOD MULCH. PINE MULCH AND WOOD PREPARED FOR: Flow Flow CHIPS NOT ACCEPTABLE. A C33 INCH LAYER ON THE SURFACE OF THE FILTER BED. MIX HALF INTO 1�1 V, 4 SE FILTER MEDIA. SEELAYS Cape Cod & Islands Council RETENTION BASIN FLOOR MIX - LOW MAINTENANCE. MIX COMPOSITION: 20% F GRASS• • 1 VIRGINIA 1I R 15% OWL BLUE TT]NGU • 20% ALKAucR az LD DEER YE, E, ASS, T BO C o u is o f A m e ri c a 10% FOX SEDGE; 1% BLUNT BROOM SEDGE, i% SOFT RUSH BY ERN SEEDS. YS 8884 MERCER PIKE, MEADVII.LE, PA, OR APPROVED EQUAL - ALTERNATIVE SURFACE COVER 247 Willow Street A 3 INCH LAYER OF RIVER STONE OR PEA GRAVEL TO SUPPRESS WEED �'::;: <;':%;n..:�'.s:t�:�;•:�:> ::�.r:.:.:�.�i:� �:>::::. :;:�:�:� .:. ,:..::::.��.�.�.� � �Y I DRAWINGS. TURF COVER. ONLY IF SPECIFIED N D GS GROW TH, OR TU CO SANDY TOPSOIL (FOR TURF COVERT h MA 02675 Yarmout art p 4 INCH SURFACE DEPTH OF LOAMY SAND TEXTURE, WITH LESS THAN 5% CLAY CONTENT, CORRECTED PH 5.5-6.5. AND ORGANIC MATTER OF BETWEEN 1.5% TO 3x THE TOPSOIL SHALL HAVE AN INFILTRATION RATE OF 2.5 IN/HR SEE NOTES HEREIN do BIORETENTION PLAN AREA PLANTINGS FOR PLANTS HERE PROJECT TITLE RAIN GARDEN / BIO-RETENTION FACILITY Boy Scouts of America N.T.S. 153A DRYA11- Welcome & Education Center TOP SOIL MIX 6" MIN. COMPACTED DEPTH pine Street LOAM AND SEED AND [-F227 IMPERVIOUS Yarmouthport, MA 02675 SURFACE GRADE VARIES LIGHT POLE - SEE LIGHTING SCHEDULE BY ELECTRICAL ENGINEER AND/OR II PROVIDE BASE COVER MANUFACTURER'S LIGHTING FIXTURE AS FURNISHED BY SPECIFICATIONS POLE MFG. I I CONCRETE LIGHT POLE BASES AT SITE - COLOR/FINISH PER ARCHITECT OR OWNER 1� #3 TIES O 12" C.C. W N W w fO V) 4-#5 VERTICAL-EQ. SPACED IXWU cVOF_a ON FINISH GRADE 3 3 Do CONDUIT SEE ELECTRICAL o PLAN FOR SIZE co m GROUND ROD CONNECT TO INSIDE METAL POLE p ppIF ti ti IF 0 0 ti tL 1, 0 0 I I ® 0! ir1 t, a BOLT LAYOUT COMPACTED OR \ do MOUNTING UNDISTURBED 2'-0" DIA. PROCEDURE AS SUBGRADE PER MFG. SPECS SECTION ELM NOTES: 1. CONCRETE SHALL BE MINIMUM COMPRESSIVE STRENGTH 4,000 PSI AT 28 DAYS. BASES MAYBE POURED IN PLACE OR PRECAST MEETING SPECIFICATIONS. LIGHT POLE INSTALLATION DETAIL N.T.S. a': -\N \X/\4 / // O�� ° g ///////� a ��� ° o O° O 0 0 0 ��ABLE ELECTRIC cr g �// g a a O° 0' O °O �/' GRADE WARNING TAPE 6" BELOW /\/ o O o 0 i MAINTAIN 12" BETWEEN �/ ° Cl, O ° ��/ POWER AND COMMUNICATION ao ,9 / O ° ° O o 0 ° O \\�i CONDUITS (NTS) O ojo ° O o 0 o COMPACTED FILL p P ° °O ° O g O O \\� SALL CH.D40 PVC. BE 4" a j // : ; : ' • ; ' ; % TOP OF DUCTS SHALL BE WIRED TO DUCT SPACERS. A. MINIMUM 4" CONCRETE ' '` •. / ENCASEMENT AGROUND r9i c� M �/ I .i ! ' ; .• ..•.� .. :.: �. ; ��j` EXTERIOR STEELDREN�ORCNGUBARS AT 10 JKL 10/11/2021 PER SITE PLAN REVIEW COMMENTS LOCATIONS SHOWN. BARS / ��I \ I f •; // ON EACH SIDE BANK SHALL BE DATE DESCRIPTION \� ­<. , = .�i- .' /�, WIRED TO THE DUCT SPACERS t ' \/ OVERLAP ALL ENDS A SHEET T ITL E MINIMUM OF 6". �� /\�� UNDISTURBED ACCEPTABLE SUBGRADE OR 95% COMPACTED 3. GRAVEL BORROW PROVIDE INTERLOCKING PLASTIC Details Plan 4" 28" 4" SUPPORTS AND SPACERS AT INTERVALS NOT EXCEEDING 5' , THAT PROVIDE 3" VERTICAL 36" AND HORIZIONTAL SPACING BETWEEN DUCTS. Nogg* SHEET NO 1. ANY POWER (PRIMARY AND/OR SECONDARY) AND DATA/COMM LAYOUTS SHOWN ON THE SITE PLAN SHALL BEM INSTALLED PER THIS DETAIL. IF A SPECIFIC DESIGN IS PROVIDED BY THE UTILITY C6nO COMPANY OR MEP ENGINEERS THOSE DESIGNS SHALL SUPERCEDE THIS DETAIL. ALL WORK SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY REGULATIONS SPECIFICATIONS AND DETAILS. SPECIFIC REFERENCE TO EVERSOURCE/NSTAR REGULATION C1100. 2. SUBBASE OF DUCTBANK SHALL BE ACCEPTABLE UNDISTURBED MATERIAL OR GRAVEL BORROW COMPACTED TO 95X MAXIMUM DENSITY PER ASTM D1557. DATE: SEPTEMBER 17, 2021 3. PROVIDE 4000 PSI CONCRETE FILL AROUND DUCTS. 4. IN GENERAL DUCTBANKS SHALL BE CONSTRUCTED USING FORMS FOR SIDEWALLS. IF SOIL 2O O 2O 4O CONDITIONS ARE SUITABLE/STABLE TRENCH WALLS MAY BE USED AS THE FORM. 4. DUCT SPACERS TO BE USED AT 5'-0" CENTER BETWEEN DUCTS. 11 SCALE IN FEET c_ UTILITY DUCT BANK (POWER, DATA/COM) N.T.S. S C A L E: 1 "=20' 832 DETAIL DRAWN BY: JKL CHECKED BY: MWE J O B N O: 2020-004 FILE: 2019-004 DT.dw CULTEC RECHARGER@ 330XLHD PRODUCT SPECIFICATIONS CULTEC HVLV FC-24 FEED CONNECTOR PRODUCT GENERAL SPECIFICATIONS CULTEC RECHARGER 330XLHD CHAMBERS ARE DESIGNED FOR GENERAL UNDERGROUND STORMWATER MANAGEMENT.CULTEC THE CHAMBERS MAY 8E - C HVLV FC 24 FEED CONNECTORS ARE DESIGNED TO USED FOR RETENTION, RECHARGING, DETENTION OR CONTROLLING CREATE AN INTERNAL MANIFOLD FOR CULTEC RECHARGER THE FLOW OF ON -SITE STORMWATER RUNOFF. MODEL 330XLHD STORMWATER CHAMBERS. CHAMBER PARAMETERS 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF CHAMBER PARAMETERS BROOKFIELD, CT, USA. (203-775-4416 OR 1-800-428-5832) 1. THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 1-800-428-5832) 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) 2. THE CHAMBER SHALL BE VACUUM THERMOFORMED OF WITH A BLACK INTERIOR AND BLUE EXTERIOR. HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHYLENE (HMWHDPE) WITH A BLACK INTERIOR AND BLUE EXTERIOR. 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. 3. THE CHAMBER SHALL BE ARCHED IN SHAPE. 4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 4. THE CHAMBER SHALL BE OPEN -BOTTOMED. 5. THE CHAMBER SHALL BE JOINED USING AN INTERLOCKING OVERLAPPING RIB METHOD. CONNECTIONS MUST BE FULLY 5. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC SHOULDERED OVERLAPPING RIBS, HAVING NO SEPARATE HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 COUPLINGS OR SEPARATE END WALLS mm) TALL, 16 INCHES (406 mm) WIDE AND 24.2 INCHES (614 mm)LONG. 6. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC RECHARGER 330XLHD SHALL BE 30.5 INCHES (775 mm) TALL, 52 INCHES (1321 mm) 6. THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED WIDE AND 8.5 FEET (2.59 m) LONG. THE INSTALLED LENGTH OF A CONNECTOR SHALL BE 0.913 FT' / FT (0.085 m' / m) - JOINED RECHARGER 330XLHD SHALL BE 7 FEET (2.13 m). WITHOUT STONE. 7. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL IS 24 INCHES 7. THE HVLV FC-24 FEED CONNECTOR CHAMBER SHALL HAVE (600 mm) HOPE. 2 CORRUGATIONS. 8. THE CHAMBER SHALL HAVE TWO SIDE PORTALS TO ACCEPT CULTEC 8. THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS HVLV@ FC-24 FEED CONNECTORS TO CREATE AN INTERNAL A WHOLE CHAMBER HAVING TWO OPEN END WALLS AND MANIFOLD, THE NOMINAL DIMENSIONS OF EACH SIDE PORTAL SHALL HAVING NO SEPARATE END PLATES OR SEPARATE END BE 10.5 INCHES (267 mm) HIGH BY 11.5 INCHES (292 mm) WIDE. WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF MAXIMUM ALLOWABLE OUTER DIAMETER (O.D.) PIPE SIZE IN THE THE CULTEC RECHARGER STORMWATER CHAMBER AND SIDE PORTAL IS 11.75 INCHES (298 mm). ACT AS CROSS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD. 9. THE NOMINAL CHAMBER DIMENSIONS OF THE CULTEC HVLV FC-24 FEED CONNECTOR SHALL BE 12 INCHES (305 mm) TALL, 16 INCHES 9. THE CHAMBER SHALL BE DESIGNED TO WITHSTAND (406 mm) WIDE AND 24.2 INCHES (614 mm) LONG. TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 10. THE NOMINAL STORAGE VOLUME OF THE RECHARGER 330XLHD CHAMBER SHALL BE 7.459 FT3 / FT (0.693 m' / m) - WITHOUT STONE. 10. THE CHAMBER SHALL BE MANUFACTURED IN AN ISO THE NOMINAL STORAGE VOLUME OF A JOINED RECHARGER 330XLHD 9001:2015 CERTIFIED FACILITY. SHALL BE 52.213 FT' / UNIT (1.478 m3 / UNIT) - WITHOUT STONE. 11.THE NOMINAL STORAGE VOLUME OF THE HVLV FC-24 FEED CULTEC NO. 410'" NON -WOVEN GEOTEXTILE CONNECTOR SHALL BE 0.913 FT' / FT (0.085 m' / m) - WITHOUT STONE. CULTEC NO. 410'" NON -WOVEN GEOTEXTILE MAY BE USED WITH CULTEC CONTACTOR@ AND RECHARGER@ 12. THE RECHARGER 330XLHD CHAMBER SHALL HAVE FIFTY-SIX STORMWATER INSTALLATIONS TO PROVIDE A BARRIER DISCHARGE HOLES BORED INTO THE SIDEWALLS OF THE UNIT'S THAT PREVENTS SOIL INTRUSION INTO THE STONE. CORE TO PROMOTE LATERAL CONVEYANCE OF WATER. GEOTEXTILE PARAMETERS 13.THE RECHARGER 330XLHD CHAMBER SHALL HAVE 16 CORRUGATIONS. 1. THE GEOTEXTILE SHALL BE PROVIDED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775-4416 OR 14. THE ENDWALL OF THE CHAMBER, WHEN PRESENT, SHALL BE AN 1-800-428-5832) INTEGRAL PART OF THE CONTINUOUSLY FORMED UNIT. SEPARATE 2. THE GEOTEXTILE SHALL BE BLACK IN APPEARANCE. END PLATES CANNOT BE USED WITH THIS UNIT. 3. THE GEOTEXTILE SHALL HAVE A TYPICAL WEIGHT OF 15.THE RECHARGER 330XLRHD STAND ALONE UNIT MUST BE FORMED 4.5 OZ/SY (142 G/M). AS A WHOLE CHAMBER HAVING TWO FULLY FORMED INTEGRAL 4. THE GEOTEXTILE SHALL HAVE A TENSILE STRENGTH ENDWALLS AND HAVING NO SEPARATE END PLATES OR SEPARATE END WALLS. VALUE OF 120 LBS 533 N PER ASTM D4632 TESTING ( ) METHOD. 16. THE RECHARGER 330XLSHD STARTER UNIT MUST BE FORMED AS A 5. THE GEOTEXTILE SHALL HAVE AN ELONGATION @ WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER BREAK VALUE OF 50% PER ASTM D4632 TESTING TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 METHOD. mm) WIDE. 6. THE GEOTEXTILE SHALL HAVE A MULLEN BURST 17.THE RECHARGER 330XLIHD INTERMEDIATE UNIT MUST BE FORMED VALUE OF 225 PSI (1551 KPA) PER ASTM D3786TESTING AS A WHOLE CHAMBER HAVING ONE FULLY OPEN ENDWALL AND METHOD. ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER 7. THE GEOTEXTILE SHALL HAVE A PUNCTURE TRANSFER OPENING OF 14 INCHES (356 mm) HIGH X 34.5 INCHES (876 STRENGTH VALUE OF 65 LBS (289 N) PER ASTM mm) WIDE. D4833 TESTING METHOD. 18.THE RECHARGER330XLEHD END UNIT MUST BE FORMED AS A 8 THE GEOTEXTILE SHALL HAVE A CBR PUNCTURE WHOLE CHAMBER HAVING ONE FULLY FORMED INTEGRAL ENDWALL VALUE OF 340 LBS (1513 N) PER ASTM D6241 AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END TESTING METHOD. PLATES OR END WALLS. 9. THE GEOTEXTILE SHALL HAVE A TRAPEZOID TEAR 19.THE HVLV FC-24 FEED CONNECTOR MUST BE FORMED AS A WHOLE VALUE OF 50 LBS (222 N) PER ASTM D4533 TESTING CHAMBER HAVING TWO OPEN END WALLS AND HAVING NO METHOD. SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT SHALL FIT INTO THE SIDE PORTALS OF THE RECHARGER 330XLHD AND ACT 10. THE GEOTEXTILE SHALL HAVE A ADS VALUE OF 70 AS CROSS FEED CONNECTIONS. U.S. SIEVE (0.212 MM) PER ASTM D4751 TESTING METHOD. 20.CHAMBERS MUST HAVE HORIZONTAL STIFFENING FLEX REDUCTION STEPS BETWEEN THE RIBS. 11. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY VALUE OF 1.7 SEC-1 PER ASTM D4491 TESTING METHOD. 21.HEAVY DUTY UNITS ARE DESIGNATED BY A COLORED STRIPE 12. THE GEOTEXTILE SHALL HAVE A WATER FLOW RATE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. VALUE OF 135 GAL/MIN/SF (5500 L/MIN/SM) PER 22.THE CHAMBER SHALL HAVE A 6 INCH (152 mm) DIAMETER RAISED ASTM D4491 TESTING METHOD. INTEGRAL CAP AT THE TOP OF THE ARCH IN THE CENTER OF EACH 13. THE GEOTEXTILE SHALL HAVE A UV STABILITY @ 500 UNIT TO BE USED AS AN OPTIONAL INSPECTION PORT OR HOURS VALUE OF 70% PER ASTM D4355 TESTING CLEAN -OUT. METHOD. 23.THE UNITS MAY BE TRIMMED TO CUSTOM LENGTHS BY CUTTING BACK TO ANY CORRUGATION. 24.THE CHAMBER SHALL BE MANUFACTURED IN AN ISO 9001:2015 CERTIFIED FACILITY. 25.MAXIMUM ALLOWED COVER OVER TOP OF UNIT SHALL BE 12 FEET (3.66 m) 26.THE CHAMBER SHALL BE DESIGNED TO WITHSTAND TRAFFIC LOADS WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION INSTRUCTIONS. 30XL CULTEC GENERAL NOTES 1.0 CAST IRON FRAME AND COVER. PROVIDE FOR H2O LOADING. 24-SQ. I---- 12" -I 6" [:� I 12" CLASS "C" CONCRETE 6' PVC RISER 6" SCH 40 ENDCAP CLEANOUT ADAPTER 6.0" SCH. 40 PVC COUPLING WITH SCREW IN CAP TRIM CHAMBER INSPECTION \ r-INFILTRATOR CHAMBER PORT KNOCK -OUT TO MATCH O.D. OF 6.0" INSPECTION PORT PIPE 6.0" SCH 40 PVC (INSERTED 8.0" INTO CHAMBER) INSPECTION PORT TO BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS ACCESS COVER (CULTEC SYSTEM) N.T.S. DETAIL • -101 - �• .. •� 1 52.0" [1 14" [356 mm] ii W a min OEM 116]m 102.0" [2591 mm] INSTALLED LENGTH = 84.0" [2135 mm] SMALL RIB LARGE RIB 30.5" [775 mm] 34.5" [876 mm] I- 10.5" [267 mm] J I -12.0" 1305 mm] 52.0" f 1321 mml CULTEC RECHARGER 330XL HD CHAMBER STORAGE = 7.459 CF/FT [0.693 m3/m] INSTALLED LENGTH ADJUSTMENT = 1.5' [0.46 m] ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED WITH A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER. SIDE PORTAL ACCEPTS CULTEC HVLV FC-24 FEED CONNECTOR. 3OxL CULTEC RECHARGER 330XL HD HEAVY DUTY THREE VIEW 2.0 RECHARGER 330 XL HD HEAVY DUTY CHAMBER 16.0" [406 mm] MIN. 12' [3658 mm] MAX. 12.0" [305 mm] TYP. CULTEC NO. 410 NON -WOVEN G!:-:OTEXTILE AROUND 95% COMPACTED FILL 1-2 INCH DIA STONE. TOP AND SIDES ONLY,VANDATORY. WASHED FINISHED CRUSHED GRADE STONE HVLV FC-24 FEED CONNECTOR TYP. 10.0" [254 mm] MIN. \ 6.0" [152 mm] MIN. 30.5" [775 mm] 6.0" (152 mm] MIN 58.0" [1473 mm] I 52.0" [1321 mm] -I -I CULTEC NO. 4800 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE DESIGN ENGINEER RESPONSIBLE FOR ENSURING THE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET REQUIRED BEARING CAPACITY OF SUB -GRADE SOILS (TYP.) PIPES GENERAL NOTES RECHARGER 330XL HD BY CULTEC, INC. OF BROOKFIELD, CT. ALL RECHARGER 330XL HD HEAVY DUTY UNITS ARE MARKED STORAGE PROVIDED = 11.32 CF/FT PER DESIGN UNIT. WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE REFER TO CULTEC, INC.'s CURRENT RECOMMENDED LENGTH OF THE CHAMBER. INSTALLATION GUIDELINES. ALL RECHARGER 330XL HD CHAMBERS MUST BE INSTALLED IN USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFFIC AND/OR ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND H-25 APPLICATIONS. FEDERAL REGULATIONS. 30XL CULTEC RECHARGER 330XL RD HEAVY DUTY TYPICAL CROSS SECTION 5.0 ..... ' b.' '� a PAVEMENT 4 . 6" MIN DEPTH ato c OF 1-2 INCH \ / \/�\�/\\�\\//\ 4' WASHED CRUSHED \�\j�\j\\/� ' STONE ABOVE AND BELOW CHAMBERS \\�\//\\//�\ j/ PAVEMENT SUB -BASE CULTEC HVLV FC-24 FEED CONNECTOR \/\\/\\/\\ \ " ° \ \ \ \ 95 O /o COMPACTED PA CTED FILL / LL / / TYP. BETWEEN / W EN EACH ROW O LOCATED IN STARTER UNITS I 7. 7.5' MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH FEED CONNECTORS 77, o 10.0' MIN. CULTEC NO. 4800 WOVEN GEOTEXTILE PLACED BENEATH INLET PIPES 30XL s.o 01 l0� m II I�J II` 11 lo�ol Iy 11 IN 01 l0 II l0 01 l0 �� Ilol 1�i iom O1ol 111 iom 11 l0 01 l0 1i 11 l0 01 1111MIIIIIIIIIIIII l0 1IMII11MMMM=1N 11 IN 01 l0 I` 11 Is 11 IN 01 11 l0 � OI Iy .t'�� • � � 1.i •iM,,i ,��i iRO �' 1�!7ift ��r�i�t i�� + • 24 INCHES) CULTEC RECHARGER 330XL HD HEAVY DUTY PLAN VIEW 24" z UU �F U z N U w U wz O U 48" DIA. CATCH BASIN 14 (STEEL REINFORCED FOR HS-20 LOADING) .� 24 48" DIA. CATCH BASIN ALTERNATE TOP SLAB FINISH (STEEL REINFORCED FOR HS-20 LOADING) GRADE 8-1 24" 8" SQUARE SEE NOTE 5 0 UO QQO I f Zw a ' z 48• DIA. CATCH BASIN UO �R011- -_ _[ HOOD ri N Of 2 �. z Z) �0H z ow W z a N 12" j m TYP. <. ..: 'orb. ...O.o ... ., ._. . ro n n' R. cOg d':ti 'd (i NOTES: 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 2. COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE 3. PROVIDE "V" KNOCKOUTS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL PIPE CONNECTIONS. 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. 5. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYPICALLY, 5 BRICK COURSES MAXIMUM) -SEE NOTE 4 OUTLET T_ ---- I - DIA. VARIE! ANON -SHRINK GROUT 12' COMPACTED / GRAVEL BORROW COMPACTED SUBGRADE • SEE PLANS FOR PIPE TYPE AND DIAM. FRAME A GRATE • LEBARON LF 246 OR EQUAL • CB TO BE LEBARON OLGC226-2 ("BEE HIVE" GRATE) OR EQUAL C- CATCH BASIN (CB) WITH GAS TRAP N.T.S. 105 DETAIL PER E ( MAX. I r INLET STRUCT 30XL 7.0 ooa17oo\ E::) o� Oaa��o0 000a000/ 22.250 22,000 1.250 A 02,250 0,625 r 1,500 7,000 0,6251 20,250 ��L.000 SECTION A - A 149 SQ,INCH 28,250 PASS AREA LeBARON FOUNDRY INC., BROCKTON, MASS. CLASSIFICATION: DESCRIPTION: A.S.T.M. A-48 CATCH BASIN FRAME AND TOL:±I/i REV: CLASS 30 GRAY IRON. BEEHIVE GRATE CK: DR: J,R, AS OF 9-1-89 CASTINGS FURNISHED WITH NO PAT N S:LC226-2 / L22G3 WT LBS:285 ,wP, BLACK ASPHALT COATING. SCALE 2'!_1'-0' DATE:6-15-94 1DR NO:LCG226-2 CULTEC RECHARGER 330XL HD CHAMBER ✓LV FC-24 :ED CONNECTOR RECHARGER )CHAMBER CULTEC TYPICAL INLET CONNECTION CULTEC RECHARGER 330XL HD HEAVY DUTY CHAMBER 1-2 INCH [25-51 mm] WASHED, - CRUSHED STONE SURROUNDING CHAMBERS �,_r. T\ HVLV FC-24 FEED CONNECTOR PIPE PER ENGINEER DESIGN (MAX. INLET = 10 INCHES) INLET STRUCTURE INSPECTION PORT - INSTALL ONE PER ROW TYP. (SEE DETAIL) PAVEMENT CULTEC NO. 410 NON -WOVEN MINIMUM 95% GEOTEXTILE AROUND STONE. COMPACTED FILL TOP AND SIDES ONLY, MANDATORY. 10.0[254 mm] MIN. 16.0" [406 mm] MIN. " 12' [3658 mm] MAX. " " "I I" o PIPE DESIGN AND ELEVATION TBD BY ENGINEER. PIPE TO BE INSERTED 8.0" [203 mm] MIN. INTO STRUCTURE AND 8.0" [203 mm] MIN. INTO CHAMBER CULTEC NO. 4800 WOVEN GEOTEXTILE (FOR SCOUR PROTECTION) TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL INLET PIPES SIDE PORTAL TO BE CUT IN FIELD TO ALLOW FOR HVLV FC-24 FEED CONNECTOR AS NEEDED. CUT SHALL BE WITHIN 1/4" [6 mm] TOLERANCE OF SIDE PORTAL TRIM GUIDELINE 90L CULTEC INTERNAL MANIFOLD DETAIL 6.0" [152 mm] MIN. 30.5" [775 mm] 6.0" [152 mm] MIN. 12.0" [305 mm] (TYP.) AXTER N7E BAXTE R NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771- 7622 www.boxter-nye.com STAMP STAMP c>` MAT'rt F is I I Dy } /OVAL Y1 CONSULTANT CONSULTANT PREPARED FOR: Cape Cod & Islands Council Boy Scouts of America 247 Willow Street Yarmouthport, MA 02675 PROJECT TITLE Boy Scouts of America Welcome & Education Center 227 Pine Street Yarmouthport, MA 02675 10 JKL 1011112021 PER SITE PLAN REVIEW COMMENTS DATE DESCRIPTION SHEET TITLE Cultec Recharger 330HD Chambers and Drainage Details SHEET NO 6ol D A T E: SEPTEMBER 17, 2021 S C A L E: NOT TO SCALE DRAWN BY: JKL CHECKED BY:MWE EXT. 4Im I PLAN " SWB BOTH SIDES TO CEILING, PAINTED iT ROOM5: 5/8" M.R. SWB ON REST ROOM >E, PAINTED; INSTALL DURAROGK (OR 'AL) AT NET WALL 5TUD5 @ 16" o.c. OGWB - STANDARD PARTITION 2X4 PARTITION EXT. PLAN T. /5" SWB PAINTED N5ULATION (SEE SECTIONS) 5 STUDS @ 16" o.c. OGWB - STANDARD PARTITION 2X8 EXTERIOR STUD WALL 11 5/8" 5/5" GWB, DURAROGK @ NET WALL 2X6 STUD @ 16" O.C. (PLUMBING WALL) 2X6 STUD @ 16" O.C. WALL PLAN OCHASE WALL PLUMBING PARTITION V 1 5.1 2 -5.1 3 ' A-4.0 _ 4 36'-0" 24'-5" 51-8.1 5 _6 4'-O" 6'-0" 4'-0" 11'-1 5/4" 10'-1 3/8" 6X(o P.T. COLUMN BEE STRUCTURAL DW65 1-4 1'-4" 6x6 P.T. COLUMN ---- --------- -------------------- - - - SEE STRUCTURAL DW65 A-5.0 ' • -COVERED FRONT PORCH • i COVERED PCH OR (SLOPED CONCRETE 5LA5) 1 I _ , (SLOPE CONCRETE SLAB) ; A-5.2 DOWNSPOUTA-5.2 DOWNSPOUT i „ j DOWN5POU _0„ - T 01 __ 6X6 P.T. COLUMNS -- ----=- - - -----..=--- -----I --------- -- SEE STRUCTURAL DWGS �- I Q DOWNSPOUT -- - _ 23'-1 1/4" 11'-10 5/8" i 1 I I I I I DOWNSPOUT - 2 0 L I �� I DO G i- IIIII OFFICE E VE5TRULE I ' =7 - ----------------------------------- II --- ---—--------- --------------------------------L J 1_O1 t A MIN. 75 z------ - - __ UNISEX 1UNISEX 2 4'-11 1/5" "i I I II nt m i � 110 I NIS Z_4% J-1 N n _ HALL I cc1 (0" A.F.F) AI I UT I I I T I l A-6.0 — I ------------------ — ----- — ------ — ----- — ----- — ------ —---------- — i--- ---------------- -- ----- --- ------ -- ------ -- ----- -- ------ ------------ i -- 11 112 III I ---------------------- -- ------ -- ----------- --------- ----- �D II1III 1 i ATTIC ACCESS 22" X 50" MIN. A-6.0 UNISEX 3 UNISEX 4 I Iu) LU -1k 106 0j 1� 1 -- -----— -----�" 8'-�',I — -- ------ -8 1/201//8, ------- JANITOR I I I z 1 F 108 � I 71 � II I' 01— _ I r------ — O 34'-11 3/4" 10'-8 3/4" 1 6'- 5/8" 1 1'- ' -00' 1 i -------------- ----------------- ------------------------------------------- I W POUT ---------------- ---- tu F-XP05ED TRU55E5 Q _ ELECTRICAL � I MEETING ABOVE @ 6-0" O.G. .0 111 O i In HALL 114 5EAT5 (SEE 5TRUGTURAL DW65.) 1 1 I -- I (0" A.F.F) (O" A.F.F) n 5TORAGE 110 I I MECHANICAL I ----------------------- -- ------ -- ------ — ------ -- — -- -- — '- ----- -- ------ --- ----------------------- ------ ------------- ------ i DOWNSPOUT 2 1 115 I i A-5.2 I I I I _ I 2 ---------------------- I A-7.0 I REF ----- -- ------ -- ------ -- ----- -- ------- I II-------------------- -- ----- -- ------ -- ------ -- I ' � 1 I ' I MEETING PREP / SMALL '- I CONFERENCE I ----------------- -- ------ tt1 ° I ----------------- - ----- - - _ ----- ----------- -- i � � I I � 4 ------------------- I I I I ti✓ II II I --- ----------------- ----------------------------------- ----- 5-0" X 5'-0" WINDOW I OPENING W/ DOUBLE SLIDER @ 3'-0" SILL �r I r DOWNSPOUT "d I T I I i I I I I I 2 1 I A-5.0 -�-- — DOWNSPOUT '-- ---------a ------------- A�- -- -! a --------- --- -------� ---------------- A i I --L — --------- - DOWN5POUT I I 1 10 DOWNSPOUT I I I IL------------------------ COVERED PORCH _ _ - -- 4'-0" 6'-O" 8'-O" 8'-0" 4'-O" OVERALL 2 3 4 A-5.0 4 A-4.0 s T N .91 �u 0 M S JAN 0 6 2021 N HEALTH DEPT FIRST FLOOR: 3,195 S.F. E ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 02657 833 TURNPIKE ROAD P.O. OX 104 ANEW , SWICH NEW U ' IV, 03071 11 THIS DESIGN AND THE A65 THEREFORE, PREPARED FbR THIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DE5I6N AND/OR DRAWINGS MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR WHICH THE DESIGN AND/OR DRAWINGS WERE PREPARED,WITHOUT THE EXPRESSED WRITTEN PERMI55ION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE 255UED BY ANY BUILDING DEPARTMENT, UNLE55 THIS DOCUMENT BEARS THE ORIGINAL SEAL AND 5I6NATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. W Q Ll w 1 � , 11 �I N Ci N . cv ROOF 25- 5' � _FIRST F NORTH OLEVATf ON 5/16" = 1'-0" ROOF �J 25' - 5" DOW N5 v RU55_ �J 10' - S" T/ APPEt 9'-O" (-k FIRST FL( QrmAemr 0L.WV4 5/ 16" = 1'-0" ROOF D T.O. WALL @ MTG HALL ,a - O" II II II II � II I, �I I it II II II II II II FIRST FLOOR II II II II n II ILJI L J WEST F.L.0\00004TioN ILJI ILJI I JI LJ LJ LJ L'I DOWN5POUT5 L. J K) L(::! NSPOUTS ILJI ILJI LJ 1_J 4 S0U_rH raL'ra\/04Tf ON OUTS POUT5 r «TFERIAL. LAGEND TACK 1" 04mr Rl04. FINISH col �1" .Nors OHORIZONTAL 4" CEDAR PAINTED COLOR LIGHT GRAY COLOR TO MATCH BENJAMIN MOORE CLAPBOARD 5IDING 5TONINGTON GRAY HG 170 OR EQUAL O CEDAR WOOD 5HAKER5, PAINTED COLOR LIGHT GRAY COLOR TO MATCH BENJAMIN MOORE 5TONIN6TON GRAY HG 170 OR EQUAL O AZEK TRIM BOARD COLOR WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL AZEK FA5IGA i 5HADOW BOARD COLOR WHITE COLOR TO MATCH BENJAMIN MOORE �J BRILLANT WHITE OR EQUAL OARCHITECTURAL A5PHALT COLOR BLACK 5EE ROOF PLAN 5HINGLE5 GLAZING 5Y5TEM WITH TRIM KIT COLOR WHITE ANDER5EN WINDOW5 (OR EQUAL) OVINYL IN5ULATED LOW E' GLAZING AND (5EE DETAILS IN WINDOW 56HEDULE) THERMALLY BROKEN FRAME5 TRIM KIT 4" INSULATED WOOD TRIM KIT COLOR WHITE ANDER5EN DOOR5 (OR EQUAL) O PANEL DOOR, PAINTED - W/ PAINTED EXTERIOR AND NATURAL GALVANIZED HOLLOW METAL WOOD INTERIOR FINI5H. FRAME5 (5EE DETAIL5 IN WINDOW 5GHEDULE) O6" x 6" P.T. GOLUMN5, AZEK COLOR WHITE COLOR TO MATCH BENJAMIN MOORE PAINTED BRILLANT WHITE OR EQUAL O WINDOW GROWN TRIM COLOR WHITE COLOR TO MATCH BENJAMIN MOORE BRILLANT WHITE OR EQUAL OWOOD WINDOW 5HUTTER5, COLOR WHITE COLOR TO MATCH BENJAMIN MOORE PAINTED XXX O EXTERIOR 5I6NA6E 5I6NAGE 5IZE TO BE APPROVED W/ LOCAL APPROVAL5. ARCHITECTURE LAND PLANNING INTERIOR DESIGN 3D VISUALIZATION 146 COMMERICAL ST PROVINCETOWN MASSACHUSETTS 02657 833 TURNPIKE ROAD P.O. BOX 104 -NEW I�SWICH NEW ` MP�I 03071 NH k . O THI5 DESIGN AND THE MASS THEREFORE, PREPARETHIS PROJECT, ARE THE PROPERTY OF THE ARCHITECT, BRUCE RONAYNE HAMILTON, ARCHITECTS INC., AND, THE DE5I6N AND/OR DRANIN65 MAY NOT BE USED IN WHOLE OR IN PART FOR ANY USE OTHER THAN FOR THE ORIGINAL PROJECT FOR NHICH THE DESIGN AND/OR DRANIN65 WERE PREPARED, WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS, INC. NO BUILDING PERMIT SHALL BE I55UED BY ANY BUILDING DEPARTMENT, UNLESS THIS DOCUMENT BEAR5 THE ORIGINAL SEAL AND SIGNATURE OF THE ARCHITECT, BRUCE RONAYNE HAMILTON ARCHITECTS INC. W 1-- Q Q Lu Qz to v LL O z O H F- 0. H 0 ILu A O z w 75 W h i � v , r i • u 5/16" = 1'-0"