HomeMy WebLinkAboutDecision 2565 - Parking Requirments:'t ." ., •.. ,,...,.. �- PPOPERTY UNE _ GOM PPGTEA (,,eAVEL WHERE
^PFUCAOLE HEAVY NTY (H -2o) CAST IRot4 FRAME It GQATE
eft )`w L-EVELlNG 13LOCXS MAY BE'
_7, P 1 '28 ( 1 VXD. IF NeCESSN RY.(MAX. ctitMNEY HEIC.HT Is Z• )
- -
� F'�STONE C4'�)
= 1 • I 8"NIH.. 4 MIL POLY OR. EQUAL
10 !N CLERK .11 htri i, v'.+ ka--. _tet+ MIN. 12" WA CoeA. ALUM. PIPE _ PEASTONE (4•)
° o .• • \ (\\ T ° . k_20 DOING ° ;/4'_ IY:" VYASNED STONE
° • 1 I Lao" ON _ _
' - -1/4�' 144 WASHED STONE i `— PPE Our ° '
- d G�-o" Ecct=CrNE CEP*+1 > NOTE
1 . ° ' GQYNCLL SIMILAQ VY%IH B'HICO.
� c ° N -2o WgaINL MA+�FtoLE CovL�PS _
t Fol OQyv.4EZL IN PVMT nNLY).
TP-ENGH CROSS-SECTIo14.
PRYwEll a 1 1% 4' tY%p w. 4' w roE wITH t'
V N Y oC STDNE A401,"o
IA
A -
BM TOP OF c6 +MrwtlL * ZEE Sn4ouOE? n, 4 wloc v,nni S
` SEE
CL- 100.00 _ •aftAN
ASSUMED
1 -EACH BASIN
LOT 7 "PEM -1 orrCoNcecle
/ 43,Svz LOT 8 L.C.C. 34995 ro I' Top
2' BINDER * f92 PrrGN, SEE SR7T ELzv. GERM
� Si e`�f. as w J D2YWELl. c•• `' Is"
(LRA - 4' DEEP) /!e o• O le ., \
a \
12' GRAVEL_ COMPACTED oe
F0 ti / o (� rr� 6 1i / I• (� ...,gyp / 1 \ \ \ I 6" HAQAENING AND 4" DENSE
Qom} /\\ ( GRADED STONE. [�R. MA. pPw SAkD SPEC. 112.01.7 a M Lo3.l
'4 0
, M / )// 1 \\ �! - PARKING AREA CROSS - SECTION
�Au
`\ `�M a. 99 . /.� Z
PARKING REQUIREMENTS:
GROSS BASEMENT FLOOR AREA:
GROSS GROUNDFLOOR AREA: 3572 S.Pt
GROSS SECOND FLOOR AREA. 3s 7z S F
TOTAL: 10.-710 S.F.:
PARKING REQ. FOR ONE BEDROOM APT„
PARKING REQ. FOR DAY SCHOOL
TOTAL AREA OF APT. 8 DAY SCHOOL;(26�36)�(Id•1z)+(Lz434)+(3c.14). Soo sF
TOTAL OFFICE SPACE AREA: (1:.71(- S F ! -Z s4c S.F •) . E176 SF t
TOTAL PARKING REQ FOR OFFICE AREA:
(61765.t.*�0ODUPANT/tooS.F.)(IsPACE/ZoccOPANTs)= 4o_Qg
TOTAL PARKING REQUIRED: (40
Ss)+ (2tAPf)) t (2(SCAiOOL)) = -lA. t n
HANDICAPPED PARKING REQUIRED:
3 SPACES PPWIDEp-
ACTUAL PARKING SPACES PROVIDED: 4S
ACTUAL PARKING SPACES REQ_ 4S
HANDICAPPED SPACES PROVIDED: 3
TOTAL POTENTIAL PARKING SPACES: sl
REQUIRED 2" CALIPER TREES: (5I/0) = 6.4 tTeEE Pcp & SAxES
1
AL01ANt NE 0 10 4454
K#F ARCHIT[CT!' iTANOARD ►ORM
e`egs� �"�'-;'•_'9'36 // Fi
GENERAL NOTES: �'^ 1zy a/
I. ALL WORKMANSHIP ,AND MATERIALS
SHALL CONFORM TO THE TOWN OF
YARMOUTH RULES AND BEGS. ,cam
2. RAINFALL RUNOFF TO BE CONTAINED
ON LO'f.
3. cw, tJEC.j ENE=I aEE2 To 'ti;�CT a GtiKf:-/ "UL sIT6- wor_l: DLA IU/\ 6C P �
4 FILL SHALL COMMENCE FROM THE TOP
OF SLOPE AND ELEVATED WITH 6"
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`111\1111111.\„11
COMPACTED LIFTS AFTER ALL UNSUIT-
ABLE MATERIAL IS REMOVED.
5.
ALL SANITARY UNITS SHALL HAVE CAST
"o Im. 1977 :.
IRON COVERS, WITH FRAMES 8 GQV6CS•
BROUGHT TO FINISHED GRADE.
6.
SANITARY TEES TO BE INSTALLED WITH
CAST IRON OR EQUIVALENT.
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7.
� ,CSJPPORTS
PROPo5c^ L OF BLDG
W
ti -4-'Asa
(3y gVILDIUU 111SP'✓C_TD(,' {i;ljpz
ra a-CuPAU c'r
i
8
TQEES e�av1>2E� W guF-;`ER,C PEF. SEcT
301.4.4 OF 2ovl Hc, EY -LA v/.
9
(PSEME�iT To f3EUS6C AS STOVACG-
IO.EXISi-ING
.3L. 2a CON'jA,,35 - OFFICE SPACE,
DAY CAQ.E a. _ I P•PR APT!
/•�
a�
0
LEGEND
E%ISTING SPOT EZEv.' 00A0
ExISTING CONITOUP
IN
FAL SPOT ELEv. OOw
t`INAL CONTOUR
SOIL TEST
TOWN WATE2,
CATCH BASIN (® 1
TfLENCM pQAIN `_
2' CALAP ;;z TYEES
OCQ:MN6 L]6'f (I)
e: I Tl o(' :PoT LT. .
I'YoP SR'rr. CT. O
S+ ->>L `CES 4
810.0 .
Top a suP., ,OkL
82? 0 ir
MCt>-FioJ :AVY]w/.
F b' iRhCF.S..
I GLt�iN MCD SAGO
' 1--1 l44
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iL
"o Im. 1977 :.
FLooD 2.o1`4E - C
4-6-86
z-'GNING CLASSirICA-riot,4 - LL's
ti -4-'Asa
' MADS IN U.E.A.• ' �