HomeMy WebLinkAbout186 Mid-Tech Drive Layout & Dimension PlanZONING TABLE
ZONING DISTRICT(S): 83
OVERLAY DISTRICTS: AQUIFER PROTECTION OVERLAY DISTRICT
ALLOWED USE: OFFICE, RETAIL, BUSINESS PROPOSED USE: OFFICE
EXIST USE: OFFICE (PER ASSESSORS)
EXIST TOTAL BUILDING GROSS FLOOR
AREA=10,680± SF (PER ASSESSOR RECORDS)
TOTAL PARCEL AREA: 60,024 SF (1.38 AC)
B3 ZONING:
REQUIRED/ALLOWED
EXISTING
PROPOSED
LOT AREA:
40,000 SF
60,024 SF
R1-1
FRONTAGE:
100 FT
412 SF
t
PARKING SETBACKS:
LU
06
(EXPANDED AREA)
FRONT BUFFER/SETBACK
20 FT
12`
20.0 FT
SIDE AND REAR SUFFER/SETBACK
10 FT
10.0 FT
MAX. BUILDING COVERAGE (STRUCTURES):
SEE LOCAL
35% MAXIMUM
35% (21,008 SF)
16.0% (27,517 SF)
MAX. IMPERVIOUS LOT COVERAGE:
70% (WITH ON-SITE RECHARGE)
70% (42,017 SF)
43.7% (26,221 SF)
63.7% (38,248 SF)
PARKING LOT LANDSCAPING
PARKING LOT TREES:
85 TOTAL SPACES/8
1 TREE PER 8 CAR SPACES
=10.6 TREES
--
11 TREES
PARKING TABLE
BUSINESS USE - 1 EMPLOYEE/100 SF
1 SP/2 EMPLOYEES
10,680 SF / 100 SF = 107 EMPLOYEES
54 SPACES
54 SPACES
85 SPACES
HANDICAP PARKING (TOTAL/VAN)
4/1 SPACES
2/0 SPACES**
1 4/2 SPACES
DRAINAGE EASEMENT
� � 1
EASEMENT
DRAINAGE EASEMENT
N/F 164 MID -TECH CONDOMINIUM
L.C. DOC.#438642
PARCEL 84/13
3
3' CURB OPENING W/
ASPHALT APRON, TYP
(SEE DETAIL #415) —
SNOW STORAGE
AREA, TYP.
E.O.P. C.C.BERM
E.O.P. C.C.BERM
I o
SIGN SUMMARY
M.U.T.C.D.
SPECIFICATION
APRIL 15, 2016
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QUANTITY
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LU
R1-1
18"
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LU
06
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12`
18"
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4
SEE LOCAL
REQUIREMENTS
(2)
SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN
INFORMATION AND WORDING REQUIREMENTS WITH LOCAL
AGENCIES AS NECESSARY.
ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL
HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES" (MUTCD), LATEST EDITION, ALL
APPLICABLE CODES, AND LOCAL REQUIREMENTS. LOCAL
REQUIREMENTS, WHEN THEY EXIST, SHALL SUPERCEDE
MUTCD.
« ADD "VAN ACCESSIBLE" WHERE ASTERISKED
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 do
COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD.
5. 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. 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 WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE
JOINT SHALL NOT BE ABRUPT.
6. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE
WIDTH FOR LANE AND PARKING STALL STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED.
PARKING STALL COLOR SHALL BE WHITE, TYPICAL, UNLESS OTHERWISE NOTED.
7. SITE SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN ORDINANCES.
MID-YE'CH DRIVE
APPROXIMATE 12" WATER MAIN -RM -1
,WG
- /
N 09'14'33" W
10' WIDE ELECTRIC EASEMENT (L.C.DOC.#J57214)
off.
�.
20' LANDSCAPE BUFFER
E.O.P.
h
° 0 ° w z I HC
P
REMOVE ASPHALT PAVI G AND GRAVEL R_4, i9a
I +I: ; z
AND REPLACE WITH LANDSCAPED \
SAWCUT LINE, TYP. ISLAND WITH DECIDUOUS TREES TO
PER LT
MATCH EXISTING, OF 3" CAUPER MIN. z �r" �HC« ❑
PROPOSED
PAVEMENT PER IL 0418 6� HC
N Y ❑
O25.6' z
° 6 4 I RES IPE EXI TING PARKING Ct
11 LINE AND H NDICAPPED
SYM PE DETAIL If 440
7 0.0' ? 1
1
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I• PARCEL 4-12 O
PROPOSED ASPHALT 50,024± F.
PAVEMENT PER DETAIL #418
1.38± Acr
10.0'
r
• m
10 LAtra P BUFF -
417.65'
(6) PROPOSED S 09'14'33" E
DECIDUOUS TREES TO
MATCH EXISTING,
WITHIN EXPANDED
PARKING AREA
ITYP
I> I 1
��—- -- —E.O.P. —I
N/F TOWN OF YARMOUTH WATER DEPARTMENT
DEED BOOK 4520 PAGE 309
PARCEL 84/15
5
N/F FRANK W. RODERICK CO -TRS
I C/O R. A. NOMINEE TRUST
L.C. DOC.#1024DO7
PARCEL 84/11
I
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?RMIT REVIEW ONLY - NOT FOR CONSTRUCTIO
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
STASTAMP
-0 OF
A,9 '"'
S� �C
MATTHEW yGU,
W.
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CIVI
No. 43183
CONSUTTANT
CONSULTANT
PREPARED FOR
Cape Cod 5 Cents Savings Bank
P. O. Box 10
Orleans, MA 02653
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