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HomeMy WebLinkAboutDecision 2531 - DetailsLO ZI B� (See plan view). • Isr FL.00e�- SClso � r 11 II I�— Installation � I I — — _j t • s� PLAN VIEW 5-5" DIA. OUTLETS 5" DIA. INET. `. �2 �"♦ 2'fi" �. 70" MIA 5- �2 DIA. r (See plan view). • Isr FL.00e�- SClso � �� Installation _ — — Z., lAi'E2 of inspected by the design engineer and ay.as 47. 46,-75 4(0.43 ' - 46.!00 ,I 4la.00 b o ate/ LdASI-FEp g 000003(�©o O 0 'O D c ^-sTO�ll� o 0 0 _ 11 JOo. j 0 0 0 0--rTbI. I E1-. 4o . ao I of site work to be certified by j ' e e •,. 11 a.. .' lil _lo' I All runoff 0000()3@ e F 1 • 1 to be responsible for the location 000001(3®0• MAKEPEACE • - 11 70" MIA 5- �2 DIA. r (See plan view). 7. Installation of the sewage system to be inspected by the design engineer and • • • 1 certified to 6" 000003@* E' 000003(�©o e • • 11 1. All phases of site work to be certified by 000003®O e e •,. 11 a.. .' 2. All runoff 0000()3@ e • • • 1 to be responsible for the location 000001(3®0• • • • • 11 „' 0'00000" •`• • 11 I f -L. �r 72.. 78" I 000000®© ® e 1 1 11 000000®O ® • 1 11 I LznA-1 X00000®©�••••/ Lo4N1 . � 0 0 00•5 0 ®O® ® e••• 1 4g.s SI,PSot� 0 0 0000 ®® e e• 1 1 1 0 0 0000 ®�) e. a • 1 1 1 1: 4.. f ry 15" 19'h" LP -1,000 7 . 10 4)A , 2" VIEW A -A VIEW B -B DB -5 PRECAST DISTRIBUTION BOX: 5 OUTLET PARKING REQUIREMENTS EXISTING OFFICE BUILDING Total Building Area: 3960 s.f. Bathroom & Stairway Area; 268 s.f. (3960 s.f. - 268 s.f.) 200 s.f./space - 18.5 spaces ' Proposed Retail Building Total Building Area: 9118 s.f. Retail Area: 6633 s.f. Storage/Shipping°Area 1939 s.f. Bathroom Area: 546 s.f. 6633 s.f. : 30 s.f./Occupant + 7 Occupant/Space - 31.6 Spaces 1939 s.f. 100 s.f./Occupant = 7 Occupant/Space - 2.8 Spaces 2" Spaces required for Proposed Building 34.4 Spaces Total Spaces Required 18.5 + 34.4 = 52.9 Spaces. Total Spaces Provided 1553 Spaces Handicap Parking: 53Spaces x,4% = Z.l! Spaces/ 5 Provided Tree Count: Sl Spaces + 8 Spaces/Tree - 6.,6 Trees f¢EFS2eq'p, 7 725 W�/'D • 7 SEWAGE SYSTEM DATA Daily Flow. -,(9118 s.f. 100 s.f.) x 5 GPD - 455.9 GPD Septic Tank: 455.9 GPD x 150% . 683.9 GPD Use: 2000 Gal, Precast Septic Tank Leaching Facility: Use: (1) 6' x 6' Leach Pit w/41 of stone Capacity: 813.7 GPD NOTES: 1. All structures to be,h-20 loaded. 2. All. pipe to ,be SCH.40_PVC. 3. Prior to installation of the leach pit, excavate to elevation 36.00 for soils examination and backfill with clean medium sand. 4. Water test the distribution box for level and flow equalization. 5. Pipe to be laid level for two feet out of distribution box. ' 6. Heavy duty cast iron frame &covers (H-20 Loaded) to be brow g g e s own. ht to rade wher h (See plan view). 7. Installation of the sewage system to be inspected by the design engineer and certified to the Board of Health. GENERAL NOTES: 1. All phases of site work to be certified by the design engineer. 2. All runoff to be contained on site. 3. Contractor to be responsible for the location of any underground utilites prior to excavation. "mss f 3 l: Ip 1 c I I ELLEr-,, I f -L. .J ITIJ FSS TEP -2`1 I -IA !ES Stj. D O 50, 0' - p" I LznA-1 Lo4N1 � � 4g.s SI,PSot� 18 4g5 51�PiS01 L. I� r PINE i �o�� LOW GtiEL L ER, INC.' 714' M��N' STREET, -YARMOUTH, MASS. 29 MA/AI STREET, ORLEANS, MASS: WILING ADRESS.- P.O. BOX //9 T YARMOUTH PORT, MASS. 02675 - '-$;" 14 4" 36 1444 Consulting and design engineers IyR Civil and strw TOLERANCES REVISIONS IFXCEMASNMEni NO. DATE BY DECIMAL Z cutrI Gl-�L�iZD bd1�f� _ '. FRACTIONAL 3 DR.4N'K BY SCALE Ab MATERIAL ' _ -- - - ANGULAR CRN'D UATpF,p FEPa ct DRAWING NO. - x s TRACED APP'D L. S"r 1, 7i of Z