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HomeMy WebLinkAbout2023 Site Plan Review Application - Parking Lot . TOWN OF YARMOUTH \o"� BUILDING DEPARTMENT k -y, 1146 Route 28,South Yarmouth,MA 02664 MATT„1 �F 508-398-2231 ext. 1261 Fax 508-398-1)836 SITE PLAN REVIEW APPLICATION Date: A (3 f ` ( rl, ZdZ 3 Office Use Only: Review Date Time Property Address: S V2-, 5.148 (1114.104 5+ . (may Ie 2 8 Assessors' Map. 731 Parcel(s) Zoning District(s): 2 Flood Zone: X Business Name: CA fr £ ?Ar44. Applicant's Name: S q.44-4s !r 3 L LC- Owner or Corp. Name(if different): k Sot' C Applicant's Address: - / 2. /14 ;A, ,S 4• 'L Applicant's Phone No.: q 1 8 $3 5 "6`1 4)-1 Engineer/Surveyor's Name(s): (/J-S<- 6r e f'rn N Description of Proposed Project(attach additions pages if necessary): C sr�tt PJaly C:w .- 4( - tc�N�rs '17f��i, Na Stac-(1 Are �a��pjcs ABC J. What is the square footage of land disturbance? 5 11 List of all Hazardous Materials and Quantities (attach if necessary): /.I/(1 Is the Proposed Construction Within 100 Feet of a Wetland? Yes No X List and Attach Copies of Prior Board of Appeals Petitions. This information can be obtained from the Board of Appeals Office. Signature of Applicant _►PZt_ .__ Date 1/ ` 2 Rev.11 r 1 2' TO 4' 5" MIN, PRECAST UNIT 12" CRUSHED STONE BASE ALTERNATE ECCENTRIC CONE SECTION BASE DETAILS 24" SQUARE OPENING - 5" MIN. IN°0 ni 48" DIA. MANHOLE —41- 1 1/2" MIN. ALTERNATE TOP SLAB (TYP.) FRAME AND GRATE PER . 3" MIN MUNICIPAL STANDARDS (m'•) 8" MIN. RED BRICKS MAY BE USED JOINT DETAILS 2'-0"t 1" FOR GRADE ADJUSTMENTS AMETER (MIN. 2, MAX. 5 COURSES), 1 w DI zo FRAME TO BE SET IN FULL Go a v d.• BED OF MORTAR. SEE JOINT DETAILS PROVIDE "V" OPENING p z -d 4'-0"f 1" DIAMETER f GROUT ALL AROUND ~ W o �`' =tnF o OUTSIDE OF PIPE � w Ce _ & 2" CLEARANCE S In NOTES MORTAR ALL JOINTS 1. ALL PRECAST JOINTS TO BE " SEALED WITH BUM RUBBER. 5 MIN. o LeBARON "SNOUT" TRAP 2. DESIGN TO CONFORM TO a I H-20 LOADING. J • p 3. CONTRACTOR HAS THE SEE BASE DETAILS OPTION TO USE ALTERNATE TOP SLAB. _%%M_-12" CRUSHED STONE BASE PRECAST CONCRETE CATCH BASIN SCALE: NONE NONE TT;T-I" I PAVED . .,_ DAREAG If Fj lµ` r , ( i To— MOTEL RELOCATE II U N I TS FIVE (5) EXITING TREES Q ADD (2) MORE C9 LJ W 25 z QQ I MOTEL � � � � � PROTECTIVE ADD' m I. 1 • FENCE IN p FRONT OF 0 Z ROOM Q WALWAYS O W Ili w pa ED 4-1 ED I II i TRUCK TEMPLATE 69 DELIVERY ENTRANCE GATE OEIw (OFF HOURS ONLY) — CLOSED NITS DURING OPERATIONAL HOURS f3 I P TURNING TEMPLATES T.C.=97.75 1s B.C.=97.50 PAVED 00 MAINTAIN FOUR (4) \ - EXISTING ` PAVED, CATCH BASIN DRAINAGE G 2 11 # / MAINTAIN EXISTING— CHANNEL ItP SUBSURFACE DRAINAGE SYSTEM, T.C.=98.25 VERIFY PRIOR TO B.C.=98.00 CONSTRUCTION fb T.C.=98.75 I= B.C.=98.50 PROPOSED CATCH BASIN RIM=97.9t (MATCH EX. GRADE) -- I(OUT)=93.90 CONNECT TO EXISTING " 877f S.F. 15 15 DRAINAGE SYSTEM . OF NEW D DISTURBANCE T.C.=98.75 \ — T.C.=99.25 B.C.=98.50 -4 B.C.=99.00 MOTEL RELOCATEk T.C.=99.25 UNITS FIVE (5) B.C.=99.001 EXITING TREES Q CONTRACTOR T ADD (2) MORE Q Q ,� CONFIRM GAS Z � � I LOCATION 25 � _ , i Of �O�I�EL I � ��� ADD PROTECTIVE m N•� FENCE IN FRONT OF Z I ROOMC5 WALWAYS I x L f ( p LL HED 0 CATCH BASIN � MAINTAIN �� RIM=98.50 EXISTING) I(OU1)=94.60 CURB AND O. SPG SIDEWALK 6 K 200 GALLON DR TOP OF STRUC RIM=98.62 TOP OF STRUC •' /f INVERT=94.55 _ BOT OF STRUCTL 5,000t S.F. i BOT OF STONE= HED ADDITIONAL I s n, BIT. CONC. = EXISTING LOW SPOT RAISE TO 99.1 r 59 ;, ; " �= DELIVERY ENTRANCE GATE (, �L (OFF HOURS ONLY) — CLOSED r> DURING OPERATIONAL HOURS NITS L1 �r T.C.=99.85 as N 1 a B.C.=99.60 u G G�_- T.C.=99.75 �. B.C.-99.50 1-1/2" HOT MIX ASPHALT WEARING COURSE 2" HOT MIX ASPHALT BINDER COURSE a 8 . `° 12" COMPACTED GRAVEL ` BORROW BASE O d ,Q d,' .. d (M 1.03.0 C) .. Gad d G 1 '\ COMPACTED SUBGRADE / STANDARD DUTY FLEXIBLE PAVEMENT HOT MIX ASPHALT PAVEMENT SECTIONS SCALE: NONE PROPOSED IMPROVEMENTS KIERAN J. HEALY NO.48135 41 -- „ -- --� x 98 AVED 0 .2 Ink D$A IN G / fAk n £ t .. ^ s 0.��_ L �9'q G I 5 Eh DMOTEL UNITS Lr- _ ♦. ._E f= UNITS I �_�_ a HELD . } TO SEIO� HED € O 3 i Lam.NITS I I roau4 F w a F I_J 6z It, �. ... Ll METE 8'GO sI. STORY Ld I . I 2' .k WA TER MAiNg OFFICE/W r ._ APARTMENT M � �`i I �e� 69 #5 1_ I I IN -DOOR POOL bn � SITE BENCHMARK NAIL IN PAVEMENT I I EL.=98.76 I N86°47 30 W 126.40 ROUTE 28 MAIN STREET EXISTING CONDITIONS RECIU M e® APR 1 1 2023 HEALTH DEPT 9yI'` 4 10 23 BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER CAPE COD INFLATABLE PARK 492, 498, 512, 5189 5269 & 532 ROUTE 28 IN RM WEST Y S A OUTH MASSACHUSETTS (BARNSTABLE COUNTY) LAYOUT & DRAINAGE PLAN MARCH 28, 2023 REVISIONS: NO. DATE DESC. 1 4-10-23 BUS STAGING AREA PREPARED FOR: SANDBAR MANAGEMENT 512 ROUTE 28 WEST YARMOUTH, MA 02673 BSC UP 349 Main Street - Route 28 West Yarmouth, Massachusetts 02673 508 778 8919 © 2023 BSC Group, Inc. SCALE: 1" = 30' 0 15 30 60r FILE: Proj—YAR\4859205\C\D\4859205—SP-4.dwg DWG.: 5474-0 SHEET 1 OF 1 JOB. N0:4-8592.05