HomeMy WebLinkAboutDecision 2563 - Detailsi
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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./spaces = 18.5 spaces
PROPOSED RETAIL BUILDING
Total Building orea: 7439 s.f.
Retail Area: .5390 s.f.
Storage/Shipping Area: 1503 s.f.
Bathroom Area: 546 s.f.
5390 s.f. + 30 s.f./Occupant + 7 Occupant/Space = 25.7 Spaces
1503 s.f. + 100 s.f./Occupant 7 Occupant/Space = 2..2 Spacea
Spaces required for Proposed Building = 27.9 -Spaces
Total Spaces Required 18.5 + 27.9 = 46.4 Spaces
Total Spaces Provided 47 Spaces
Handicap Parking: 47 Spaces x 4% = 1.9 Spaces/ 3 Provided
Tree Count: 47 Spaces + 8 Spaces/Tree = 5.9 Trees Required
6 Trees Provided
SEWAGE SYSTEM DATA
5
Daily Flow: (7349 s.f. + 100 s.f.) x 5 GED = 367.5 GPD
Septic Tank: 367.5 GPD x 150% = 551.3 GPD
Use: 2000 Gal. Precast Septic Tank
Leaching Facility: (2) 4' x 4' Galleys w/3' of Stone
Capacity: 534.8 GPD
NOTES:
1. ALL STRUCTURES TO BE H-20 LOADED.
2. ALL PIPE TO BE SCH 40 PVC. (SEWAGE SYSTEM)
3. PIPE TO BE LAID LEVEL FOR TWO FEET OUT OF DISTRIBUTION
BOX.
4. HEAVY DUTY CAST IRON FRAME & COVERS (H-20) TO BE BROUGHT
TO GRADE WHERE SHOWN. (SEE PLAN VIEW)
5. 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 INSPECTED AND CERTIFIED BY
THE DESIGN ENGINEER.
2. ALL RUNOFF TO BE CONTAINED ON SITE.
3. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY UNDERGROUND
UTILITIES PRIOR TO EXCAVATION.
4. PRIOR TO OBTAINING AN OCCUPANCY PERMIT, PROPOSED USE
OF EACH UNIT TO BE REVIEWED BY THE BUILDING INSPECTOR.
5. PRIOR TO OCCUPANCY, A LIST OF ANY HAZARDOUS MATERIALS TO
BE USED ON SITE SHALL BE SUBMITTED TO THE BOARD OF HEALTH
FOR REVIEW AND APPROVAL.
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