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HomeMy WebLinkAbout0337 MAIN STREET (HYANNIS) - 200702502 SITE PIAN I OCEAN STREET HYANNIS , MASSACHUSETFS INDEX OF DRAWINGS C 1 Title Sheet February17 20 5 C2 Exi§o*ng Conditions REV 1: 3/30/06 REV. PER GROWTH MANAGEMENT DEPARTMENT C3 Layq#t Plan REV 2: 8✓1/06 REV. PER GROWni MANAGEMENT DEP.AND PWVNING BOARD ISSUED FOR PERMITTING C4 Gra.din Plan LEGEND NOT FOR CONSTRUCTION CS Drainage and Utility Plan C6-C8 Details DESCRIPTION PROPOSE EXISTINS C� Fire Access Plan Drain Manhole ®DMH Manhole (Unknown) Catch Basin ® ZONING COMPLIANCE TABLE — 1 OCEAN STREET 337 & 345 MAIN STREET Contour ZONING DISTRICT: HVB — HYANNIS VILLAGE BUSINESS DISTRICT Spot Grade x__0M F�3� CRITERIA REQUIRED EXISTING PROPOSED Top do Bottom of Curb xLz�i �' � MINIMUM LOT AREA 5,000 S.F. 18,550t S.F. 18,550f S.F. Top do Bottom of Wail MINIMUM LOT FRONTAGE 10 FEET 110.95t FEET 110.95t FEET Water Line w MINIMUM BUILDING FRONT YARD SETBACK 0 FEET 7.40 FEET 2.62 FEET Hydrant MINIMUM BUILDING SIDE YARD SETBACK 0 FEET 1.50 FEET 1.20 FEET Water Gate pd 28 1- MINIMUM BUILDING REAR YARD SETBACK 0 FEET 0 FEET 0 FEET Sewer Manhole MAXIMUM BUILDING HEIGHT 3 STORIES 2 STORY 4 STORY MAXIMUM LOT COVERAGE 100% 59X 94X Gas line G " MAXIMUM FLOOR AREA RATIO 3.0 0.4 2.85 Gas Meter LOCUS TOTAL TITLE V FLOW NA 388 G.P.D.* 5,515 G.P.D.** Gas Gate ® *EXISTING FLOW BASED ON 7,767 S.F. RETAIL O 50 G.P.D. PER 1,000 S.F. Overhead wire **PROPOSED FLOW BASED ON — 44 BEDROOMS + 9,000 S.F. RETAIL O 50 G.P.D. PER 1,000 S.F. Utility Pole + 3,000 S.F. OFFICE O 75 G.P.D. PER 1000 S.F. Guardrail Chain Link Fence PARKING TABLE — 1 OCEAN STREET 337 & 345 MAIN STREET Post do Rail Fence CRITERIA PROPOSED REQUIRED Stockade Fence �, 011 RETAIL SPACE — 1 SPACE/200 S.F. + 1 PER ADD. ENTITY (50X RED.) 9,000 S.F. W/5 ENTITIES+/— 25 SPACES Test Pit OFFICE SPACE — 1 SPACE/300 S.F. + 1 PER ADD. SUITE 3,000 S.F. W/1 SUITE+/— 10 SPACES RESIDENTIAL UNITS — 2.0 SPACES/1 UNIT 22 UNITS 44 SPACES TOTAL PARKING SPACES 34 SPACES PROVIDED 79 SPACES ZONING COMPLIANCE TABLE — 25 OCEAN STREET ZONING DISTRICT: HVB — HYANNIS VILLAGE BUSINESS DISTRICT CRITERIA REQUIRED EXISTING PROPOSED MINIMUM PARKING FRONT YARD SETBACK 10 FEET 4.68 FEET 12.19 FEET MINIMUM PARKING SIDE YARD SETBACK 5 FEET 0 FEET 5.09 FEET MINIMUM PARKING REAR YARD SETBACK 5 FEET 2.08 FEET 0 FEET LOCUS MAP. PARKING TABLE — 25 OCEAN STREET — TOWN LOT IMPROVEMENTS SCALE: N.T.S. CRITERIA EXISTING PROPOSED TOWN PARKING LOT — NUMBER OF SPACES 53 SPACES 55 SPACES PREPARED FOR: PREPARED Y: _ B HIBEL REALTY LLC �'ACW 1287 OLD POST ROAD Q��MARK D.f ? CN8i3D G`� MARSTONS MILLS, MA 02648 0 C„VIL GF BSC1 UP / f. CIVIL ENGINEER: ARCHITECT: Q�^�F�►:�` ;.;�g 657 Main Street � �'`' BSC GROUP, INC. BROWN UNDQIUIST FENUCCIO "� Unit 6A, Route 28 657 MAIN STREET, UNIT 6 & RABER ARCHITECTS, INC. o W. Yarmouth, Massachusetts 02673 W. YARMOUTH, MA 02673 203 WILLOW STREET SUI'1E A ��� 508 778 8919 1-508-778-8919 YARMOUTHPORT, MA 02675 1-508-362-8382 JOB NO: 48571.01 DWG. NO: SHEET C 1 OF C 9 a ,.:.. _ UMIT OF PREVIOUS MAIN STREET IMPROVEMENT LAYOUT NOTES 1. ALL EXISTING STRUCTURES, FENCES, ABANDONED UTILITIES AND OTHER APPLICABLE EXISTING FEATURES TO BE DEMOLISHED AND REMOVED FROM N � SITE 0 0 N s 2. SEE ARCHITECTURAL PLANS FOR SPECIFIC BUILDING DIMENSIONS AND 4.62' --- ADDITIONAL DETAILS PREPARED BY BROWN LINDCIUIST FENUCCIO & RABER tH of - 1, SIGN ENT. ARCHITECTS, INC. MARK D yG 2S' 3. SEE LANDSCAPING PLANS FOR ALL LANDSCAPING AND GROUNDCOVER Dow � i INFORMATION. No.CIVIL 45937 BEGIN NEW CONCRETE WALK / T fit@ 2 0 Pzz � ,�✓ ��� PROPOSED MULTI—USE BUILDING FIRE DEPT. MARK D. DIBB DATE RETAIL — CIFF'ICE — RESIDENTIAL, ATER M PROFESSIONAL ENGINEER FF-37.60 (�RONT) HOOK-UP FF-35.60 (DEAR) #337 #345 GARAGE SLAB-23.94 MAIN STREET MAIN STREET 2 STORY "VACANT LOT" BRICK BUILDING RIDGE 26't ABOVE GRADE SITE PLANS - MIXED 7,767t S.F. USE DEVELOPMENT 1 OCEAN STREET IN HYANNI G�W S RELOCATED - ONW �I� A c DUMPSTERS NIASSACHUSETTS J INTERIOR LOT LINE — — — _.. — _ _ _ _ _ _ _ BEGIN NEW BARNSTABLE GRANITE CURBING UMIT OF NEW TRENCH DRAIN PAVEMENT 6' DIA DRYWELL LAYOUT PLAN W�2' STONE k RIOR LOT_LIN ____.. -- -- - -- � ; M M O ( 25. - o f>aV k r�E L� '�'J ,J/rE PASSIVE STORMWATER P RKIN U LA /��/ - �C � `�'/c) " 1U��e �i-b fj7r ?�C FEBRUARY 17, 2006 'RAINGARDEN DETAILED PLANTING NO A G PARKMG 5' WIDE CONCRETE SIDEWALK, a TO BE COORDINATED WITH GROWTH LOADING ZO 8 ENTRANCE -_- -i- �" ACR) TYPE B �' Wit' C= ``! /'d��S l I t - MANAGEMENT DEPARTMENT R7-8(TYP) �® �r 4/% "/4 K f .S'v - � ' `� i�c: 'h•�;�vrd !�t:r���iv ;�r Lr,:;tL� �/r )N ricw OBSERVATION �Nu i =,N VAN Q g 8.00' i N 1 H c a 00 _ NO. DATE DESC. IWL7RATION ®� �° 1 3/30/06 REV. PER GROWTH MGT. SYSTEM #4 81TUMINUS ASPHALT PAVEMENT 2 8/01/06 PER. GROWTH MGMT. AND I (ACR) TYPE PLANNING BOARD COMMENT LA JARVIS "IMPRINT' SYNTHETIC ASPHALT, A I STYLE BRICK, GRADE 45 (TO MATCH ENTRANCE CROSSWALKS) OR EQUAL BI RACK SEE WWW.JMVIS-USA.COM FOR INFO © LA oU RAMP R u JARVIS 'IMPRINT' SYNTHETIC ASPHALT, STYLE BRICK, GRADE 45 (TO MATCH ��S• Pry ) B �+ M ENTRANCE CROSSWALKS) OR EQUAL ♦o WWW.JARVIS-USA.COM FOR INFO SYSTEM III PREPARED FOR: HIBEL REALTY LLC 'LOADING ZONE" 8 'NO PARKING' r. .—� r� 1287 OLD POST ROAD SIGNS N �" BITUIMMIUS ASPHALT PAVEMENT MARSTONS MILLS, MA 02648 BOLLARD (TYP.) EX STING NFILTRj iTM SY 57M 3 CR) r PEe I -A 218' LA _j LA 349 MAIN STREET + Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2005 BSC Group, Inc. SCALE: 1" 20' 0 10 20 40 na ISSUED FOR PERMITTING FILE:4857101—SP.DWG NOT FOR CONSTRUCTION O CO STRUL. l INO G. NO: 5462-02 SHEET C3 OF C9 JOB. NO,: 4-8571.01 a LOCUS INFORMATION CURRENT OWNER: HIBEL REALTY, LLC TITLE REFERENCE: CERT. 169924 _ o PLAN REFERENCE: L.C. PLAN 15379—A do 15853—C BENCHMARK HYDRANT OVERLAY DISTRICT: AP TAG STREET '— S ----- T D s -- -- s ' s NITROGEN SENSITIVE M.S.L. t s s s s ZONE: NOT A ZONE II s -------- s FEM A FLOOD fi ZONE DISTRICT: "C" DATED 7/2/92 if — PANEL #250001 DON D WG �' W.IA_�_ w W W 2' GAS MAIN G UP w w�— ®110.94 / N OF _---_ w -- w w ,� COW. SWEVIALK 7.4' rA�(0L �� 51.11 �--� Cs CIVIL SIGN I\D� A No.74MW a \ r LMH w Q� \ ullm o AL/ MARK D. DIBB DATE F E WT. ✓ ( PROFESSIONAL ENGINEER WATER SM11 HOOK—UP ✓ RIM � RIM 38.4 INV=27.3 MAIN�STREET MAINSTREET \ INV=27.1 'VACANT L01' 5BUI BRICK BUILDMI' RDCE 2W* N o ASM SAFE SITE PLANS - MIXED N USE DEVELOPMENT 0 MAIN+M aNw 1 OCEAN STREET N� N KENNEIM ! LOUISE VETMAN ASSE ACEL 113 327 �w N N~o IN °Nw INIERIOIt LOT LINE HYAN N I S a,,w MASSACHUSET'TS k ° U EW OF PA BARNSTABLE EXISTING Fl" 37. 3a �C \ p -PAVEIEN 1.5" DUMPSTER 74'11'45"W 113.17' �� ~� EXISTING CONDITIONS aft'VING MULCH Pic NOIE: LANDSCAPE AREA I _ PAVElIM3ff � UTILITIES SHOVM HEREON ARE BASED ON FIELD OBSERVATION AND PLAN I� N MFORMAIM. 01M U711LITIES MAY CHW-� -_ OWN N�Q COST IN THE LOCUS AREA FEBRUARY l , 2006 0 L - - & CB PAVEMENT i BrIUMOMM L RIM__4.6 l� C FILLED W i Q Cam'1!y C� rYYATER_ E � �� G RIM 34. NS I_ NO P NO. DATE DESC. F 1 3/30/06 REV. PER GROWTH MGT. 95 2 8/01/06 PER. GROWTH MGMT. AND w O OCEAN s7REET PLANNING BOARD COMMENT MOOD R - - - N/F Egg 70�1 OF &WWABLE E) PAVEMENT ASSESSORS MAP 327 - _ PARCEL 251 'PARKNIG AREA' N 0 I- - _ _ \lI T - -- - BItU1MIl0US GARAGE ACCESS DOOR PAVEMENT I \ � \ DMH DMH RIM 34.3 — RIM 34.1 RIM RIM C9 INV= INV=31.4 INV=30.9 RIM 34.0 INV=31.2 INV=31.2 / DMH RIM 34.1 31,Rk INV=32.0 T PREPARED FOR: 0 OF PAVQXNT HIBEL REALTY LLC S' ALUMINLIM FENCE 1287 OLD POST ROAD MARSTONS MILLS, MA 02648 EXISTING CONDITIONS SCALE: 1" — 20' S 0 10 20 40 Fw BSC 349 MAIN STREET Route 28, Unit D W. Yarmouth, Massachusetts 02673 c7 508 778 8919 © 2005 BSC G►oup, Inc. 4 SCALE: 1" 20' 0 10 20 40 nu ISSUED FOR PERMITTING FILE: 4857101—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C2 OF C9 JOB. NO: 4-8571.01 a RAW DRAIN TO CONNWT 70 E»1Na SRO a► N v N 4.62' t. 7S i �M OF 25' NAM 0. Or CNIL No.NM7 \� I — -- PROPOSED � ULTI—USE BUILDING I1 8� of RETAIL - OFFICE - RESIDENTIAL MARK D. DIBB DATE FF-37.60 (FRONT)FF-35.60 (REAR) PROFESSIONAL ENGINEER #345 GARAGE SLAB-23.94 MAIN STREET MAIN STREET i 2 STORY "VACANT LOT" BRICK BUILDING RIDGE 26't ABOVE GRADE 7767t S F. S SITE PLANS - MIXED I USE DEVELOPMENT ONW 4Z 1 OCEAN STREET IN HYANNIS INTERIOR LOT LINE MASSACHUSETTS BARNSTABLE TRENCH DRAIN we" 6' DIA DRYWELLF-1 EXISTING FF 37.6 GRADING PLAN W/2' STONE R _ �-'N E OF PA'VEME .5' —' z5 1M.00 d ,A L - PASSIVE STORMWATER LEE] MIT "RAINGARDEN" DETAILED PLANTING NO PARKING 1250 FEBRUARY 17, 2006 TO BE COORDINATED WITH GROWTH LOADING ZO K y _._. MANAGEMENT DEPARTMENT R7-8(TYP) VAN C>P 111111111111-34 Mogen 571�11.`11�'B TO L�� � COW 1�.'i�.40 ♦� SIONSe K ABANDONED ~��\INFILTRATION 34.6o NO. DATE DESC. SYSTEM � �® ® ®� ®� ��� x 1 3/30/06 REV. PER GROWTH MGT. ® 2 8/01/06 PER. GROWTH MGMT. AND PLANNING BOARD COMMENT ® INFIL ATION SYSTE 4 #I 08 TC= .s0 TIr= .00 TC . _ ITC-35.22 .65 3S. 34.65 INFILTRATION " SYSTEM #2EM PREPARED FOR: x ® CS IW=34.20 4 C• Nm-.u45 � ..► 34.50 HIBEL REALTY LLC ca 10 V D� 1287 OLD POST ROAD MARSTONS MILLS, MA 02648 EX STING I NFILTR TION SY STEM 13 = .60 BSC 34.65 N JL w� + 349 MAIN STREET Route 28, Unit D Q W. Yarmouth, Massachusetts 02673 g EXIIIIIIInNo SWAWW 508 778 8919 TO K ABANDONED. PPE TO E CAPPED © 2005 BSC Group. Inc. SCALE: 1" a 20' ISSUED FOR PERMITTING0 10 20 40 Fw FILE:4857101—SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C4 OF C9 JOB. NO: 4-8571.01 a lww ORM To TAPPING SLEEVE AND 00IIIIII= TO VALVE (SIZE TOD) its � � o 0 N 4.62' - s PROPOSED DOMESTIC Ii1A11K D. WATER SERVICE (SIZE EXTERIOR 25 Or EMERGDNCY FIRE CIVIL M PROPOSED SPRIW HOOK-UP ND.45OW SERVICE (SIZE T9D) ox PROPOSED ULTI-USE BUILDING MARK D. DI88 DATE RETAIL - O.MCE - RESIDENTIAL FF=37.60 (FRONT) � PROFESSIONAL ENGINEER FF-35.60 AR) #337 #345 GARAGE SY B-23.94 MAIN STREET MAIN STREE I 2 STORY "VACANT LOT" ri ` - CLAY STUB, s6" CLAY SITE PLANS - MIXED on PVC EXISTING SEMER CONNECTION USE DEVELOPMENT souls INV-26.07 SMH 1 7.00 04V.-26.38 1 OCEAN STREET -- Vt1JV W _ -'- -- or+ UTILITY POLE IN —_-.. (TO 13E REMOVED) HYAN N I S rTOOK" s is � c�r+N�cTIONOVERHEAD WIRES ONW FA AS INECUM j I V) BANDSTAND SERVICE TO BE TO BE REL NATED = NTERIUR LOT LINE MtASSACHUSE'1' S '[' UNDERGROUND. PROVIDE (1) UNDERGROUND _ a ' _ BARNSTABLE PROPOSESPARE CONDUIT F ELE CIRICD AS TM _REa1D Y LOCeAI __ MY) m $ E EXTERIOR 0011 1E EMER00rCY FIRE TRENCH DRAIN NOW-UP o 9 UTILITY PLAN 6 DIA DRYWELL I EXISTING F 3 .6 w/2' STONE INV IN-30.00 k - �WOW RAW SOT STRUCTURE-2 7 �O ' 25' J T STONE-24.07 F n !�tt , _ y-� `F. _- v ° t NO PARKING FEBRUARY 17, 2006 � i� LOADING ZO 12' RCP S-1.0% PROPOSED UNDERGROUND j �` �' �•' ELECTRIC SERVICE AS REQUIRED �J VAN Q,O BY LOCAL UTILITY PANY) • �1 C2 1M1-34.Zb01 INV=30.25 ,(� pos70p ° \�) �� .� $ (TnO BE REMOVED) OMH RNink.U40 � UTILITY POLE SWLCRM 70 2s. � 4�QQ INV-29.60 A IW04%00 (TO BE REMOVED) NO. DATEDESC. INFILTRATION _ INV-30.00 4 1 3/30/06 REV. PER GROWTH MGT. TN 30 NV I 00 � SOT S7RUC7URE=25.07 S �--�-�� �� 2 8/01/06 PER. GROWTH MGMT. AND PLANNING BOARD COMMENT 42. INFIL ATION UTI N�V IN 29.59 `r UTILITY POLE (TO BE REkOVED) BOT S a 24.5 (TO BE REMOVED) BOT ONE= .5 00' 00' aK INFILTRATION SYSTEM /2 RELOCATED HYDRANT PREPARED FOR: rM NV IN(A)-29.50 CO NO-34M INV IN(B)-29.50 C§ lWiwU46 HIBEL REALTY LLC it INV-31.5 DOT STRUCTURE-24.57 INV-29.60 1287 OLD POST ROAD BOT STONE-23.57 REPLACE 16' 0f s• W.M. a TO R>oM� ,,., � — �, MARSTONS MILLS, MA 02648 o0NYM TO ow --- 6- X 6" TAPPING SLEEVE 0 AND VALVE INV 31.4 E STING FILTR TION 6- D.I. NEW SV 3TEM 13 1Q cc 349 MAIN STREET NOTE. EXISTING MANHOLE RIM ELM TO Route 28, Unit D BE ADJUSTED AS REQUIRED W. Yarmouth, Massachusetts 02673 508 778 8919 E76;1M�in © 2005 BSC Group. Inc. P!E 10 K C PPID SCALE: 1- 20' 0 10 20 40 ►ter ISSUED FOR PERMITTING FILE: 7101-SP. WG NOT FOR CONSTRUCTION 4N D DWG. N0: 5462-02 SHEET C5 OF C9 JOB. NO: 4-8571.01 SOIL TEST PIT DATA: 9'-O" TOWNSCOTCH APPROVEDDEQUALR OR TEST PIT BSC#1 GRD. EL. 36.1 RISTLE-BROOM FINISH 1-1/2- BIT. CONC. WEARING COURSE (MHD M3.11) 6" CONCRETE SLAB BED BIT.SPECIFIED SETTING 24.10 ---- BED AS SPECIFIED EST.GW. EL. - _ - 6"x6"-#10 WIRE MES FINISHED GRADE 2-1/2" BIT. CONC. BASE COURSE (MHD M3.11) F 1" BIT. CONC. DENSE BINDER COURSE 1� 2" BIT. CONC. DENSE BINDER jI�G'�XN /�//�j / 2- PROCESSED STONE 1 1 / RSE o 4* DENSE GRADED CRUSHED o - 0 0 2 MIN. CLEAR STONE 0 c c ONE C o, o 12" PROCESSED GRAVEL SUB-BASE 8" PROCESSED GRAVEL BASE SAND,/ o a 0 0 (MHD M1.03.1 TYPE C) 0 o •` 8" PROCESSED GRAVEL BASE COMPACTED SUBGRADE �" ELEV. 33s 2 1/2' FROSTFREE MATERIAL 9" COMPACTED GRAVEL BASE \�i\�i\�i; \;\.,\�i\�i\�i; NOTES: M1.03.0C COMPACTED SUBGRADE MEDIUM SAND 1. PARKING AREAS AND DRIVE SHALL BE 3 INSTALLED IN ACCORDANCE WITH THE TOWN OF 10YR 7 / BARNSTABLE SUBDIVISION RULES AND REGULATIONS. NOTES: C 2. SEE PLANS FOR CROSS SLOPE INFORMATION 1. BRICK PAVERS SUPPLIED BY STILES AND HART BRICK COMPANY, P.O. FOR PARKING LOTS AND AISLES. CONCRETE D U M P S TE R PAD DETAIL BOX 367, COOK STREET, BRIDGEWATER, MA 02324, TEL. (508) 697-6928 OR TOWN APPROVED EQUAL `M OF PAVEMENT DETAIL NOT TO SCALE BRICK PAWALKWAY c. NOT TO SCALE SCALE: NONE CWIL 144' ELEV. = 24.10 DATE: MAY 16, 2005 TEST BY: THEGROUP, INC. / O`BSC G OU C. WITNESSED BY: 4" REINFORCED CONCRETE MARK D. DIBB DATE GRANITE CURB 6» W/ 6"x6" - 2.9w x PROFESSIONAL ENGINEER PERC. RATE: WEARING COURSE 2.9w WIRE MESH ��MIN./INCH BINDER COURSE 5.5' WIDE SIDEWALK VGC 5.5' SOIL EVALUATOR EXISTING BROOM FINISH 1.5%. NOT TO EXCEED M. DIBB 6 �// MAX. 1/4" /FT. I FINISHED GRADE SOIL CLASS: a.` CROSS PITCH SITE PLAN MIXED USE DEVELOPMENT GRAVEL BASE " �� ; 18" a PAVED L.T.A.R. 60° ' 6" I 4" r° SURFACE - - - - �� < o 0.74 G.P.D./SQ.FT. / 8" GRAVEL BASE i „ t 0 0 ' o COMPACTED SUBGRADE CEMENT CONCRETE 1 OCEAN STREET COMPACTED SUBGRADE NOTES: IN GRAVEL BASE 1. ALL SIDEWALKS SHALL BE 4" THICK, 4000 P.S.I. M 1.03.0 C CONCRETE. HYANNIS 2. CONTRACTION JOINTS SHALL BE SPACED AT 1. GRANITE CURB TO BE TYPE VA 4 6"X17-19" - INTERVALS EQUAL TO THE SIDEWALK FOR SIDEWALKS MASSACHUSETTS 6' LENGTHS LESS THAN 10'-0" WIDE UNLESS OTHERWISE NOTED. 3. CONTRACTION JOINTS SHALL BE 1" DEEP AND BARNSTABLE- VER TI CAL GRANITE CURB EDGED WITH A 4. USE 1/2" EXPANPAN RADIUS.SION MATERIAL WHERE NOT TO SCALE CONCRETE SIDEWALK ABUTS CONCRETE STRUCTURE. 5. CONCRETE FOR SIDEWALKS SHALL BE INTEGRALLY D ETAI[S COLORED CAST-IN-PLACE CONCRETE CONTAINING 6.5 POUNDS OF BLACK PURE CONCENTRATED PIGMENT PER CUBIC YARD MADE OF HIGH-QUALITY METAL OXIDES RECYCLED FROM IRON OR REFINED FROM THE EARTH AND SPECIALLY PROCESSED FOR MIXING INTO CONCRETE. FEBRUARY 17, 2006 CONCRETE SIDEWALK DETAIL NOT TO SCALE NO. DATE DESC. 1 3/30/06 REV. PER GROWTH MGT. TRENCH WIDTH, Ws OR Wu 2 8/01/06 PER. GROWTH MGMT. AND °D • REIN ORCED TOO MEETB, D WU Ws PLANNING BOARD COMMENT LEBARON # LA264-2 H-20 LOADING DIAMETER OF PIPE UNSHEETED SHEETED C.I. FRAME & COVER I I SET FRAME IN FULL BED OF MORTAR CROSS COUNTRY -� PAVED 12 AND SMALLER 3'-0- 4'-2" 15" 3'-2" 4'-4' ADJUST TO REQUIRED GRADE LeBARON LF244 FINAL GRADING PAVEMENT AS REQUIRED 18' 3'-6- 4'-8" W/MIN. OF 2 OR MAX. OF 5 & GRATE 1" DIA. DROP FRONT BRICK COURSES OR EQUIVALENT C.I. FRAM Z EXIST. GROUND 21' 3'-10` 5'-0" TYPE M.H. STEPS .:8PA. DIMENSION WITH REINFORCED SET FRAME IN FULL BED OF MORTAR Z SURFACE COMPACTED GRAVEL" _ AS REQUIRED24' 4'-2' 5'-4•• CONCRETE COLLARS. 27' 4'—s' S'-s" 6 MIN LOAM AND SEED I BRICK LEVELING COURSE AS REQUIRED K I Z • < COMMON FILL MATERIAL PRECAST REINFORCED CONCRETE 2•-0" FOR GRADE ADJUSTMENTS 3 30' 4'-10" s'—o' 0 a M.H. CONE SECTION 18"-24" 2 COURSES MIN. 5 COURSES MAX. (SEE SPECIFICATIONS FOR w •� CONICAL o ' " COMPACTION REQUIREMENTS) j 36' 5'-6' 6'-8" • - 1- • MIN. 0.12 SO. IN. STEEL PER SECTION S�M�N TRENCH DTH 42- - 6'-2 VERTICAL FOOT,FOOT, PLACED PROVIDE "V" OPENING 48' V-10" 8'—o" PREPARED FOR: I p SHEETING. IF USED, SHALL BE LEFT 4 4'- " MIN ACCORDING TO AASHTO - " GROUT ALL AROUND Wu/2 /2 IN PLACE, BELOW 12- ABOVE PIPE DESIGNATION M199 4 -0 DIA. TRENCH WIDTH DATA HIBEL REALTY LLC �► 'I � z CROWN, EXCEPT WHERE OTHERWISE • MORTAR ALL JOINTS to 1"CLEAR OUTSIDE OF N L. INDICATED OR DIRECTED HEIGHT OF RISER SECTIONS 1" CLEAR 1287 OLD POST ROAD ' PROVIDE "V" OPENINGS C EARA CELLO LENGTH OF RCODEDARrnNEINNCHTAPE PLACED MARSTONS MILLS, MA 02648 VARY FROM 1 TO 4 •. 1" CLEAR 5" MIN. 2" CLEAR OUTSIDE OF PIPE : •,- LINE OF NARROW TRENCH LIMIT DIA. +2 CLEARANCE HEIGHT OF RISER MORTAR ALL JOINTS 5" MIN. ' 'a VARIES ' >' SECTIONS VARY N • MIN. 0.12 SQ. IN. STEEL PER FOR PVC PIPE 3/4- CRUSHED STONE SHALL BE • • . ': • FROM 1-4 FEET — O VERTICAL FOOT, PLACED 6" MINIMUM IN LEDGE PLACED AGAINST UNDISTURBED SIDES AND #3 BAR , ° CEMENT CONCRETE CLASS A 5"MIN 1 ACCORDING TO AASHTO BOTTOM OF TRENCH TO 6 ABOVE THE GROWN DESIGNATION M199 �� i, • ' •_ = '► = = 1-0 BAR AROUND OPENINGS PAYMENT LIMITS FOR `' .r ORMAL EXCAVATION BSC �_ l 1/2' MIN. FOR PIPES 1§" DIAMETER . T . ROCK EXCAVATION I PIPE 349 MAIN STREET _z AND OVER, 1 COVER FOR RC/HDPE/DI PIPE, 3/4" GRAVEL OR APPROVED EQUAL HOOD IPE OPENINGS TO BE PRECAST OR CRUSHED STONE SHALL BE PLACED Route 28, Unit D EXCAVATION EXCAVATION AGAINST UNDISTURBED SIDES do IN RISER SECTION. NOTE: PROVIDE PASSIVE SKIMMER OR IN LEDGE IN EARTH BOO TOM OF TRENCH TO MID-DIAMETER W. Yarmouth, Massachusetts 02673 PIPE Z :° 5" MIN. �' HYDROCARBON ABSORBENT "DRAIN 508 778 8919 1" CLEAR- I - ;.� � . ► _ - • ' PRECAST UNIT PILLOW" ("SMART SPONGE", "OARS", ik. "STREAMGUARD", OR EQUAL) © 2005 BSC Group, Inc. JOINT DETAILS � .PRECAST CONCRETE CATCHBASIN SCALE: 1" - 20' PRECAST CONCRETE DRAIN MANHOLE WITH HOOD, SUMP, AND DRAIN PILLOW TYPICAL PIPE TRENCH SECTION O 10 20 40 raT NOT TO SCALE NOT TO SCALE SCALE: "ONE ISSUED FOR PERMITTING FILE: 4857101-SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C6 OF C9 JOB. N0: 4-8571 .01 LIMITS OF CONCRETE RAMP GUTTER SLOPE CURB TRANSITION LENGTH FOR MEASURED ALONG DETECTABLE WARNING BACK OF SIDEWALK "LEVEL LANDING- 1.5X (MAX.) FACE OF THIS CURB TRANSITION LENGTH CURB TRANSITION LENGTH FOR SEE TABLE WHEELCHAIR RAMPS SLOPE FOR DRAINAGE q DETECTABLE WH ELCHAIR RAMPS PANEL WARNING PANEL ROADWAY HIGH SIDE TRANSITION SIDEWALK ' d PROFILE GRADE LENGTH ROUNDED TO -LEVEL LANDING' 1.5% (MAX.) ROADWAY TRANSITION LENGTH ° M THE NEAREST 4" 4 ° v SLOPE FOR DRAINAGE PROFILE GRADE ROUNDED TO THE �<v SLOPE o ° SLOPE .41 �SIDEWAUC 0 OR LOW SIDE 6'-6" q ~�CONC. CURB 0000o A (�) NEAREST 4" �\, 4 7.5% (MAX) '.� �, >0 _ 1 7'-8" L , CUT RAMP a 00000 0 OR LOW SIDE 6'-6 a o 0 0 3 -a 7.57G (MAX) ° RAMP OPENING hM >1 - 2 9'-0' N 'O o�°ono rt >0 - 1 7'-8 000 ^ - I SLOPE Oouoo o >1 - 2 -0" V <��/ ^• QT'o >2 - 3 11 -0 ��`SIDEWALK 7.5% MAX 0o0o0 `J[ .7 1c, ,� ono 6' REVEAL CURB " 1 ° 000oo >2 - 3 11'-0" >3 - 4 14-O o a 00000 a 4 a o 0 3.3' MIN. OPENING " >3 - 4 14'-0 TRANSITION CURB >4 15'-0' MAX a 00000 (1/4" MAX UP) >{ 15'-0" MAX A TRANSITION CURB GE ROADWAY 11 1 i i l l I I I I 1 1 I I I I I i l i l l l I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i t ,L HIGH SIDE TRANSITION L SEE TABLE) 5'-0" MIN. 6'-6" MIN. GRASS OR L GRANITE LOW SIDE TRANSITION BUILDING, ETC. _L CURB ROADWAY DOWN GRADE .L PLAN NOTES: PLAN .L 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK „ 2.35 CONSTRUCTION - t 0.50% 24" WIDE RED OR YELLOW MOLDED 2.35 24' WADE RED OR YELLOW MOLDED 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE DETECTABLE WARNING STRIP INSERTED NOTES: DETECTABLE WARNING STRIP INSERTED EXCLUDING CURB RAMPS SHALL BE 5X INTO CONCRETE (SEE DETAIL) 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK INTO CONCRETE (SEE DETAIL) SIDEWALKRB a- CONSTRUCTION t 0.50% `M OF 4-0" MIN. N 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB 1.5% CONC.'�- UT RAMP = RAMPS SHALL BE 7.5lG ---_- I r� 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE Wes(D. 7•51L N EXCLUDING CURB RAMPS SHALL BE 5X Dlr �I10 fi"x6" WWM ------CURB LINE MAX) 7.SX O 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ° MAX) O CIVK. 1.5X 7.5� (MAX ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. ��i'( 1/4" UP (MAX) 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB Mo.a7 X ..��__ a _"''�) 1/4- LIP (MAX) PLAN HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 1~�~ X;�_ �-ROADWAY RAMPS SHALL BE 7.5R. a OAOWAY Dry CONCRETE TOP, X PLAN 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT Xr;�.� ` _ " 4 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONOING. , 0.5 Q- SEE CONCRETE ti ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. CONCRETE TOP, COMPACTED GRAVEL I--I WALKWAY DETAIL 10 6"x6" WWM 0.5' oO HYDRANT'S, UTILITY POLES, TREE WELLS, SIGNS, ETC.). cv COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE o BORROW BASE, SEE N 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING.WALKWAY DETAIL CONCRETE WALKWAY �.� CONCRETE WALKWAY DETAIL o DETAIL I - ELEVATION SECTION A-A DETECTABLE WARNING SECTION A A ELEVATION DETECTABLE WARNING MARK D. DIBB DATE STRIP ACCESSIBLE CURE RAMP (ACR) TYPE 'B' - STRIP PROFESSIONAL ENGINEER ACCESSIBLE CURB RAMP _) TYPE 'A' - PARALLEL PERPENDICULAR INDIRECTION WITH NTRAN SCALE: NONE SCALE: NONE SITE PLANS - MIXED p USE DEVELOPMENT �o RZE OF RANCH J K L M N 0 4" THRU 8" 10' 10" 1'-0' 2'-0' 1'-6" 10' Y i a 10" THRU 16' 1'-O' 1'-6- V-8' 3'-10' 2'-10 i'-6' � a 24' 1'-4" 2'-0" 2'-6" 5'-0'1 3'-6" 1'-8" 1 OCEAN STREET Y ' 4 TEES AND PLUGS 'N _ 2/3 D (8" MIN.) A �:�' �� ° e UNDISTURBED EARTH (TYP)-y'\ UNDISTURBED X 90 dr 45 BENDS 22 1/2 do 11 1/4 HYAN N 1 S EARTH p 4"Toe" 0"T016 24' 'TO 8 10'T016 24' MASSACH USETTS X 1'-8' 3'-4' 3'-6 1'-4- 2'-0" 3'-6" PLAN - TEE AND PLUG PLAN - HORIZ. AND VERT, BEND Y V-2- 1'-8" 2'-4 1'-0" 1'-2" 2'-4 BARNSTABLE BENDS NOTES: DETAILS 0 � 0 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL KENOS, DEAD ENDS, do TEES r O UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO o BE PLACED AGAINST FIRM, UNDISTURBED SOIL PROVIDE APPROVED ANCHOR \ HARNESS RODS do SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED L OR Y 5 ° z OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. FEBRUARY 17, 2006 T , 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM D/4 NDISTURBEO EARTH OR OTHER WATER DEPARTMENT APPROVED COATINGS. TYPICAL SECTION 3. CONCRETE THRUST BLOCKS POURED BEHIND 3-WAY TEE do HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. TEES. BENDS AND PLUGS 4. NO CONCRETE SHALL COVER PIPE JOINTS, FITTING JOINTS, BOLTS OR HYDRANT DRAINS. 5. MEGA-LUGS TO BE USED AT ALL MECHANICAL JOINTS PER TOWN OF BARNSTABLE DPW - WATER SUPPLY DIVISION REQUIREMENTS. NO. DATE DESC. 1 3/30/06 REV. PER GROWTH MGT. CONCRETETHRUST BLOCK FOR PRESSURE PIPE SCALE: NONE 2 8/01/06 PER. GROWTH MGMT. AND PLANNING BOARD COMMENT HYDRANT MANUFACTURER VARIES CONFORM TO LOCAL FIRE i (SEE LOCAL FIRE DEPT. REQUIREMENTS) ' MAIN ADJUSTABLE VALVE BOX PER LOCAL DEPT. STANDARDS WATER DEPT. STANDARDS ROTATE HYDRANT 1-1/2" x 1-1/2" x 1/4- GALV. SEAT ANGLE WITH HYDRANT TO BE ADJUSTED AS REQUIRED FINISH GRADE TO GRADE AS REQUIRED CONCRETE BACKING AGAINST (2 OR 3 WAY CONNECTION 2' STUDS EMBEDDED IN CONK. UNDISTURBED MATERIAL i�/.,/i,: i,/i,/i,/i,//,//�//�/i�/�\/��/i�/i�/i�� AS REQUIRED) CAST IRON TRAP BY I NEENAH R3701 OR /.\///,\/,�//.\// APPROVED EQUAL WATER MAIN ADJUSTABLE VALVE BOX ° NEENAH TYPE A GRATE- - '� I I = PER LOCAL FIRE DEPT. 4" 1'-0' 4- STANDARDS A COVER CATALOG No. • R-4999-FX 1 1/2 MIN. MIN. 1 1/2 PREPARED FOR: FINISH GRADE Ei I HIBEL REALTY LLC Q� FLOW C, z 1287 OLD POST ROAD 5 S=0.DO5% MIN. TEE NUT do WASHER ` p X X MARSTONS MILLS, MA 02648 UNDISTURBED EARTH � � a ° x 2'-0" MIN. SOCKET CLAMP z 6" GATE VALVE (SUMP GATE VALVE (SIZE VARIES) TIE ROD (Np,)-- ° x YVWF 4X4 4" MIN. � �-�• ONLY) M.J. FITTINGS (TYP.) CLASS "C" CONC. % c M.J. FITTINGS W1.4XW1.4 TYP.) SPOOL PIECE BACKING AGAINST ' I (TYP,) WATER MAIN Li8 4000 PSI CONCRETE MJ GATE VALVE UNDISTURBED MATERIAL '� 4" MIN. ;- TEE n LA � 12" COMPACTED / a°4 0 8-0 GRAVEL BSC ° SECTION A-A 349 MAIN STREET CONCRETE SUPPORT WATER MAIN � 2 TIE RODS (TYP.) ' Route 28, Unit D PROVIDE 7 cu. FT. , (1 EACH sloE) A . • ° W. Yarmouth, Massachusetts 02673 � % %�% \;;<,\ %,\%�,/ / CAST IN PLACE CONCRETE TRENCH DRAIN 1 2 TO 1 CRUSHED "�� . %� STONE TO AT LEAST j/r:�iiF i,ii> /� ,.,a,T. •Yn >i;.;;:, ,, ,> �`,�,/> SCALE: NONE 5087788919 6- ABOVE DRAIN HOLES ;� �.' CLASS 'C" CONC. BACKING GRAVEL BEDDING AGAINST UNDISTURBED © 2005 BSC Group, Inc. NDISTURBED MATERIAL RESTRAINED JOINT TEE MATERIAL " SCALE NONE SCALE. 1 = 20 GATE VALVE SCALE: NONE FIRE HYDRANT & VALVE ISSUED FOR PERMITTING o 10 20 40T SCALE: NONE FILE: 4857101-SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C7 OF C9 JOB. N0: 4-8571.01 GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER- GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH GRADE, REFLECTIVE VINYL SHEETING. EDGES SELF ADHESIVE, ENGINEER-GRADE, REFLECTIVE VINYL TO BE DRESSED. PROVIDE SIGN PANEL & SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL CONCRETE-CROWNED AT PRE-PUNCHED MOUNTING HOLES. IMAGE TO 12" AND PRE-PUNCHED MOUNTING HOLES. IMAGE TO BE TOP PAINT: SEE BE SURFACE INSTALLED, SELF-ADHESIVE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER-GRADE, ENGINEER-GRADE, NON-REFLECTIVE VINYLIJ PARKINGNON- REFLECTIVE VINYL } SPECIFICATIONS 0 HANDICAP ACCESSIBLE ANDICAP PARKING I 8" DIA. CONCRETE FILLED HANDICAPPED RAMP (TYP.) SIGN (TYP.) GALVANIZED STEEL PIPE 6"R CIRCLE12- PARKING 2"x2" GALVANIZED STEEL TUBE BOLLARD SHALL BE 48" NTH CAP, AS PER SPECS VAN ACCESSIBLE ABOVE FINISHED GRADE PARKING SIGN (TYP.� pEyy � 2"x2" GALVANIZED + EXPANSION JOINT (FOAM) ALL AROUND WHERE NOTED ROD STEELTUBE WITH 4" MA E TRAM o CAP, AS PER SPECS PAINT YELLOW 1" 10" SPECIAL PLATE REQUIRED I LINES (TYP )ao UNAUTHORIZED PARKING OF URB HARD SURFACE FINISHED `� SUBJECT CAND TOWINGNE � of GRADE r AT OWNER'S EXPENSE TRAFFIC PAINT 3'-0" (TYP) IF FINISHED GRADE IS SOFT SURFACE AREA THEN BRING ACCE�- G WASHER AND 3—i/2" X PARKING o \\ ', ° //\��' CONCRETE FOOTING UP TO \ GRADE AND PITCH AWAY 2"x2" GALV. STEEL 5/16" GALVANIZED STEEL SYMBOL (TYP. % FROM CENTER OF FOOTING / BOLT WITH NUT AND WASHER ol • o TUBE SET IN MATERIAL VARIES, SEE \ MIN. 2000 LBS\ ° / �• 6 I CONCRETE BASE MATERIALS PLAN, FINISH 4' TO END � � \ APPROX. 12" DIA.x GRADE VARIES, SEE OF PARKING \ CONCRETE FOOTING •° j� • 30" DEPTH N GRADING PLAN SPACE TYP. • /� FINISHED GRADE ��i//� ° /�, (TYP.)— /. j�----- COMPACTED SUBGRADEon w p • �i\� /\\ CURB 8'-0" 8'-0" 8'-0" 5'- 8'-0" (VAN SPACE) (VAN SPACE) DIAMETER " GNIL � VAN ACCESSIBLE o �\ 12" DIAMETER X 24" CONCRETE FOOTING. 3000 PSI ACCESSIBLE PARKING PAVEMEN 4 \� ALL HANDICAP ACCESSIBLE PARKING LINES AND SYMBOLS TO MARKING SYMBOL 12" � BE PAINTED YELLOW PER TOWN REQUIREMENTS NOTE: \ //\ COMPACTED SUBGRADE ACCESSIBLE SYMBOL SHALL BE YELLOW TRAFFIC PAINT ACCESSIBLE SIGN & POST AND CENTERED IN STALL PER TOWN REQUIREMENTS (VISITOR SIGN & POST TYP.) /' M49LOZ MARK D. DIBB DATE PAINTED PAVEMENT MARKINGS ACCESSIBLE PAINTED PAVEMENT MARKINGS PROFESSIONAL ENGINEER PARKING SYMBOL & ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SPACE CONCRETE FILLED STEEL BOLLARD SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE �Y SITE PLANS - MIXED 3-0_ 0*-0 2 3 ' ' " 2'-0"0* �` ANCHOR BOLTS PER I~~I USE DEVELOPMENT yNo o� MANUFACTURER SPECIFICATIONS 1 , x w 2" ANCHOR BOLTS PER iv o w CATCH BASIN — SEE PLAN m9 FINISHED GRADE •1 MANUFACTURER SPECIFICATIONS o � CA ppc� FOR ELEVATIONS I FROM GROUND ROD, BOND TO GROUND ''� PAINT BASE YELLOW -� 8.5 OCEAN STING N SEE PLANTING PLAN '+z_ a Luc WITHIN POLE SASE W/8" RIBBON 8,5"�- 2- COMPOST LOAM BRAID GROUND CONDUCTOR. 2 1 0 4 - ° ° a FINISHED GRADE iv IN '—I I #4 REBARS VERTICAL WITH #3 PLANTING MEDIUM i 1 a SPIRAL TIES TRIPLE LOOP AT TOP do WHITE PAINT BOTTOM, 6" INTERMEDIATE SPACE, MIN. FROM GROUND ROD, BOND TO GROUND HYAN N 1 S * i a LUG WITHIN POLE BASE W/8" RIBBON —� �— 5 Tj =I I 2 CLEAR ALL AROUND. i _!g BRAID GROUND CONDUCTOR. IF 1'-10" --I —ELECTRICAL CONDUIT LENGTH AS REQUIRED MASSACHUSETTS SWEEPS - AS REQUIRED . 0 4 - #4 REBARS VERTICAL WITH #3 6- I SPIRAL TIES. TRIPLE LOOP AT TOP do (SEE STRIPING PLAN) (=III=III—III -I I(=III 3000 P� COMPACTED THROUGHLY COMPACTED BOTTOM. 6" INTERMEDIATE SPACE, MIN. 1, O I - BARNSTABLE N I-1.i I=III=I I I I I I I= CON�ETE GRAVEL BORROW BACKFILL (6" LIFT 2" CLEAR ALL AROUND.* �� �` 2 (TYP.) 2' 0' =I I==I I- 957E COMPACTION) of —ELECTRICAL CONDUIT 3'-10" N I-- BIO—RETENTION SOIL , GROUND ROD '� ° SWEEPS - AS REQUIRED -LONE 8" I I I_I , , , , , , N 3000 PSI 1 -0" DETAILS ,may ,v� v�v v\ '--COMPACTED SUBGRADE CONCRETE a COMPACTED THROUGHLY COMPACTED_ _ --I I — DOUBLE WASHED GRAVEL ACTION) 8" ° 957E COMP ACKFILL (6" LIFT III -III III= II111 III=III CRUSHED AGGREGATE AY 2—0. �I f WHITE PAINTED WRAPPED IN FILTER FABRIC • TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOIL j j/ ,` GROUND ROD T STOP LINE CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE �, r>�, COMPACTED SUBGRADE 4" WHITE PAINT (TYP.) r PLACING ON PLANS.] q_ 4" WHITE PAINT FEBRUARY 17, 2006 UNDISTURBED SUB GRADE * TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO 1~ 4" FOR USE IN LAWN AREAS CONFIRM NTH A STRUCTURAL ENGINEER BASED UPON SOIL NOTE: CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PAVEMENT MARKINGS TO BE INSTALLED IN PLACING ON PLANS.] LOCATIONS SHOWN ON THE PLANS RAIN GARDEN CAST-IN-PLACE LIGHT STANDARD FOR USE IN PAVED AREAS PAINTED PAVEMENT MARKINGS N.T.S. FOOTING - FLUSH SURFACE SCALE: NONE SCALE: NONE NO. DATE DESC. 1 3/30/06 REV. PER GROWTH MGT. 12" ADS (TYP) 2 8/01/06 PER. GROWTH MGMT. AND C.I. FRAME AND COVER 24" DIA, HEAVY DUTY 42' �— 6'-0" DIA. —� 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' PLANNING BOARD COMMENT 6'-0" DIA. 3" LAYER OF PEASTONE `,4 8 NOTE: SYSTEM #3 — MODIFY EXISTING TOWN DRAINAGE SYSTEM PER PLAN EXTEND M.H. TO FINISH GRADE / cD �\ W/ SEWER BRICK & MORTAR FILTER FABRIC (1' OVERLAP) � � OD� N N 12" ADS 8 `1 '� 26' 0 0 0 0 �� 2' 6. 2' 2' 2' PREPARED FOR: 0 0 0 0 ' SHOREY LCB-1000—H-20 OR EQUIVALENT PLAN VIEW �p N � N g HIBEL REALTY LLC 8'-8" O O O O H - 20 PRECAST DRYWELL 1287 OLD POST ROAD 6' DIA. H-20 DRYWELL 12" RCP CLASS V (TYP) MARSTONS MILLS, MA 02648 0 0 0 0 " PLAN VIEW - SYSTEM #1 12" ADS (TYP) X '-0 0 0 0 0 2,—O / 12" RCP — CLASS V N 50 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' 6' 2' BSC 0 0 0 0 12" RCP (TYP) 6' DIA. H-20 DRYWELL i �✓ v 1 349 MAIN STREET 1 v 3/4" - 1 1/4" DIA. g PLAN VIEW - SYSTEM #4 Route 28, Unit D / WASHED STONE NOT TO SCALE W. Yarmouth, Massachusetts 02673 0 508 778 8919 ©CROSS— SECTION 2005 BSC Group, Inc. " = H - 20 PRECAST DRYWELL (TYP. ) N SCALE: 1 20' ,2" HDPE (TYP) 12" RCP (TYP) 0 10 20 +0 STORMWATER DRAINAGE SYSTEM DETAILS 6' DIA. H-20 DRYWELL ISSUED FOR PERMITTING PLAN VIEW — SYSTEM #2 FILE: 4857101 —SP.DWG NOT TO SCALE NOT FOR CONSTRUCTION DWG. NO: 5462-02 SHEET C8 OF C9 JOB. NO: 4-8571.01 TAPPING SLEEVE AND VALVE (SIZE TBD) cs '0) N 4.62' M OF PROPOSED DOMESTIC NNW O. WATER SERVICE (SIZE O~EXTERIOR 25' TBD) EMERGENCY FIRE Z PROPOSED SPRINKLE HOOK—UP SERVICE (SIZE TBD) 740,f./o. PROPOSED MULTI-USE BUILDING MARK D. DIBB DATE RETAIL - OFFICE - RESIDENTIAL FF=37.60 (FRONT) PROFESSIONAL ENGINEER FF=35.60 (REAR) GARAGE SLAB-23.94 NEW 6" PVC SEWER UPC TO CONNECT TO EXISTING 6" CLAY STUB 6" CLAY SITE PLAN - MIXED INV-26.50 S EXISTING TFI , 6" PVC EXISTING SEWER CONNECTION USE DEVELOPMENT S=1x INV-26.07 SMH 1 I RIM-37.00 I INV.=26.3e 1 OCEAN STREET I .4 IN I I I UTILITY POLE XIING GAS LINE do CONNECTION (TO BE REMOVED) HYAN N I S I FTOST BE MODIFIED AS REQUIRED OVER EAD WIRES BY LOCAL GAS COMPANY) W MAS SACH U S E17S BANDSTAND SERVICE TO BE I UN B OURELND TED I F z UNDERGROUND, PROVIDE (1) I PROPOSED UNDERGROUND I F BARNSTABLE SPARE CONDUIT I ELECTRIC SERVICE AS REQUIRED I o W NOTE: SEE PLAN BY HELIOS FOR PLANTING BY LOCAL UTILITY COMPANY) m � SCHEDULE AND PLANTING DETAILS EXTERIOR I EMERGENCY FIRE I < P D G HOOK-UP ► rn o�� FIRE ACCESS BED 1• DRIP I � r-<a I I a d m PLAN '4 25' I rrnn 2 p EXIST. PEREN. is c� BEDS (TYP.) 44 o z< �It --s.s • Cr 9v FEBRUARY 17, 2006 NO PAR ING R is 6 LOADING 0 �— _7E/i//C q ItPROPOSED UNDERGROUND ELECTRIC SERVICE (AS REQUIRED VAN BY LOCAL UTILITY COMPANY) /C / ® \ C 9 R401 UTILITY POLE lk • _ DUTILITY\ VS (TO BE REMOVED) CURB RADIUS / (TO BE REMOVED)\ N0. DATE DESC. 1\ O O O ® / 1 3/30/06 REV. PER GROWTH MGT. .06 R:"5' 2 8/01/06 PER. GROWTH MGMT. AND RADIUSCURB p�A F�MR4DIPS — _ _ _ _ _— — — — PLAT M RADIUS 9• PLANNING BOARD COMMENT DI ' R 5 J• UTIL TY POLE UTILITY POLE EXIST. (TO BE REMOVED) (TO BE REMO ) ND / R s)l3 s CRrWrm POSTS 04 po/// ELOCATED HYDRANT PREPARED FOR: R HIBEL REALTY LLC /,,• REPLACE 16' OF 6" W.M. 1 287 OLD POST ROAD MARSTONS MILLS, MA 02648 6" X 6" TAPPING SLEEVE A AND VALVE o r�� PILOP. PRM7 HEDG (50 i•S /(�)PJY4§77 BSC ��V 1 iH. 349 MAIN STREET CE Route 28, Unit D W. Yarmouth, Massachusetts 02673 yiyrr v 508 778 8919 2005 BSC Group. Inc. SCALE: 1" = 20' rz 19 ISSUED FOR PERMITTING 20 FILE: Q571 01-SP.DWG NOT FOR CONSTRUCTION DWG. NO: 5462-02 S SHEET C9 OF C9 JOB. NO: 4-8571.01