HomeMy WebLinkAbout20230267 78 Church Site Plan Plans As-Approved (2)ch_
Q., DECORATIVE
'---fyljlN STREET
323.2 + "ll^^ LAMP
FIR HYDRANT
AND VALVE
--_ - PVC
12' PVC - - - - - '-f==-
------------0\
-- _---__---- ❑�--- � --- -----------------_❑ CONC. CURB 323.1 12" WATER MAIN OB ' I CB WATER
CEI SPOT SEE NOTE RIM - 322,69 WATER RIM - 322.91
CURB INLET RI N - 323.05 /� INV. 12' = 318.83 VALVE INV. 12" = 318.78 VALVE
RIM = 323.16 INV. OUT - 319.90 ELEV. NO. 5 /
INV.-12" - 319.16 (TYP.)
RIM = 323.40
INV. IN 8' - 316.24
INV. IOUT212-1316.15 \ Ary4 // i
SSMH
I I
\\\,., /// n. I I INV. IN R2' - 3?4.95
-SS-�S-� S-SS-�S-�SS-3S S- �S-SS S 9 --5S-35-SS- ;aS-6S-3S--�S-�S-�S S-SS-SS SS S-�SS-�S S S S --SS SS SS�S�S ;a 306 FT. OF 12" PVC ®0.496 \\\ /// ► j� r I INV. OUT 12' = 314.85
s-�s�s-ss ,sS ss ss-�s-SS sS 9-3sSs-��sTGss-ss-BS,s-��-ss-�s-�s-�s-�s-�s-�s-�s-�s-�s-���s-ss-�s-sss-�s---ss-3s-�s---ss--�s---�s-Ss-�ss--s�-ss--35-�s-�s---SS--ss-�s-ss-- sss-�ss-ss�ss-�s-ss--�s�s--s5•--ss}-Fss-�s-�s ,s-ss-�-SS-s s-ass-�s-�s--�s-ss-ss-�s-3s-�
\ /
323.3---------� �<------------------ __
----------- 323.2 323.1 323.2 _..-
- - - - - - - - - - - - - -
_ -- .--- - •- ------ ----42 RCP STORM SEWER --
-- ------.- - --------- ----►
_ _---------- -CHURCH
----- STREET
---- 42 RCP STORM SEWER ----''------ ------
- - - - - - - - - - - -
-.------- �� STORM NH ---._-®-...--.---.---.-.------------
-----�-..._-`-
RIM-323.15 �'-------
- a INV. IN 4' - 315.35 / / I I STORM MH
® PHONE RIGHT OF WAY = 66 FT. , ` INV. IN 12" (NE) - 318.85 / RIM - 323.24
'N INV. IN 4• NE - 317.60 / I INV. IN 4Y - 310.85
MANHOLE WIDTH OF PAVEMENT = 321 FT. S ) I
WATER C9 t INV. IN 12 (S) - 317.60 // INV. OUT 42' = 310.82 PHONE
VALVE PHONE INV. IN 42" - 312,62 I I MANHOLE
SEE NOTE MANHOLE RIM = 32248 ' INV. OUT 42' = 312.58 //
MANHOLE INV. 12' - 318.11 / ® MANHOLE
12"III_ WATER MAIN NO. S WV / I PHONE
322.9 322.7 322.7 322.5 322.5 322.E // I I
CONC. CURB + +Ll + Q�'
TC 323.4 CURB CUT CURB CUT CURB CUT ❑ `V // I
TC 323.2 TC 323.1 TC 323.0 /
PAVED PAVED PAVED TRAFFIC / / I I TRAFFIC ❑
APRON APRON APRON SIGNAL / / I I SIGNAL
2 BOX / I 1 BOX
O
323.4 323.2 3+23.1 3+23.1 323.1
UTIUTY CONCRETE SIDEWALK aio CONCRETE SIDEWALK
Q POLE 323.5 323.3 V 323.2 323.2
2 / I I
+
c' S63'30'00"E 130.40'FOUND
/
/€ II
IRON PIN I I
,/'
I ``` � ! , WATER ASSUMEDRIM
OFF R2 INV322. II
320.13 I I
ce I I
(WATER SERVICE?)
tt // 323.9 I I
00 of „1 PAVED PARKING AREA O I
O I
(jJf f Go
Go
t, METAL ./'f J .. i I i
FENCE
+ 323.8 zi I I
+ 323.7 DEED PARCEL A1& 1 a I I
55.8
I'
"9 a
+ I I
323.8
n I ij W 16.0'
j3 // /
ad Is MACADAM PARKING LOT
'+ : a I,•' SEE NOTE' ,'' I < 1---.v:-:•- -�:.. 16.0't
II
DEED 040rZZNa 2
323.9
+ LANDS NOW OR FORMERLY OFif
pF I I
LANDS NOW OR FORMERLY OF L CB
/ CHURCH STREET DOGS, L.L.C. I I
82 CHURCH STREET REALTY LLC I AREA OF, STORAGE{ /' I 0 6 !? w RIM - 322.97 i
OF OUTDOOR SCULPTURES o 12' V. 320.59 I I
flfl } I io I i BOOK 1547 OF DEEDS, PAGE 416
DEED NO. 2016037060 L^ . + i ONE STORY BUILDING N II a \\ \ I I
NO. 78 CHURCH STREET I
(OCCUPIED BY "CARPETLAND" ! \ \ \ 0
II
f'•,,®'`� , F ,F'�,fi I ij AND "GOLD TIGER TATTOO") W \ \ \ q
9 I
,•'
I iI DEED PARCEL NO. -7 323.9 \ \
1Lg
I
i
57.8' �I PAVEMENT
g
I 324.1 I/� - ----- ---- 32.
+ + 11
F
O DCHIMNEYE;.=„......_........_ \ /
OLD
OLD CONC. FOUNDATION I \\ I I
LIGHT BASE I_ \
ZONING INFORMATION:,; " ``.'3 r
: „,•..•e....... ,' I 1i I` ONE STORY \ \
."^^•_;.,,�„�� ,.,..,. I I I •I CONC. BLOCK \ \ I I
ZONING DISTRICT: T-5 TRANSECT ZONE 5 I / 32.91 BUILDING
NEIGHBORHOOD CENTER?
GRAVEL
ONE STORY BUILDING is I I' I / \ I I
MAXIMUM BLDG. HEIGHT: M I I / 21'* I v v
(CONNECTED TO BUILDING O II ((((
2 STORY MINIMUM - 40' MAX. HEIGHT ON SURVEYED PARCEL) C ( GRAVEL DRIVEWAY/PARKING AREA / �I }; \ \
w [i I N, / + I F \ \
MINIMUM %BUILD OUT ALONG FRONTAGE: z€, I LANDS NOW OR FORMERLY OF / II \ \ II
50% ? TORELL S CARPETLAND CORP.
�.�.:••m ::::::: _.. � AREA = 6_ SO. FT. /
(; � I � 23 92 +
BUILD -TO DISTANCE FROM FRONT LOT LINE: / \ \ I 1
12' TO 1 8' ( S63'29'S7"E 19.60' I BOOK 994 OF DEEDS, PAGE 472 3 +
0 323.7 +\\ \ it
I 323.7 A\ u I I
SIDE SETBACK: I [ADO]��] (s �D 0���0�� �o�j IcoNc. T4YJ/4EP4/TGEL No. + J rn v v
COVERED s3 PAD >6..�51--/-, 323.0 / +
CONCRETE PORCH I; cih
PRINCIPAL BLDG: 12' AVERAGE l I / y 323.4 SUPPORT \\\ I I
BACK BLDG. 6' MIN. EACH SIDE ( J P0� 323.3 vvvv f 1
J + EDGE OF PAVEMENT 323.1GUY
ROOF LINE - - - -' APPROXIMATE ZONING DISTRICT BOUNDARY °e I / ANCHOR + 322.8 I
REAR SETBACK: "' - T I N63.30'00"W / FOUND
I .3 ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE - " --
26.15' DEED LINE CAPPED � � ] I I
UTILITY
PRINCIPAL BLDG: 24' MIN. 3 '' .............AND TAX MAP PARCEL LINE J -�'-- IRON ROD \\\ I I
POLE GUY '" i ^ (\ S62•1 5-477E 3 + 322.8 51 •80•UTILITY--..... POLE \\ �C 322. I I
OUT-BLDG. 5' MIN, + ANCHOR I ? c +
323.9 CO \ 1 LOCATION APPROXIMATE
' S52•79' \ \ I
OVERHEAD METER I �OL1Y��lJV� D���W��� ��L �/Z '.; I 47 \ + 30" \ \+
UTILITY LINES 3 41 I \ PILE OF DIRT / j1 3229 E \
LO I \ \ AND GRAVEL �OG��G�1C� D��4G3�C�4 MG3��? 31.9p, + \ \22�B 324.6 I
322.1 ❑ RIM - 322.09
INV. OUT = 319.85 I I
323.7 I °1 I I o ^o \ \ / - - - _ 322.2 GUY 7 ( 1 I
€ Ico v
N Lfj 322.7 \ ` / 322.1 _ - _ ` _ - ANCHOR 322.2 o UTILITY 1 I I I
to M + -• _ - - - + + 322.5 POLE ... �-_ I I
323.81 i I< 9 Z w / i O
I I I m y _ _ ` / APPROXIMATOF GRAVEL E EDGE
") + I1 ..
ZONING INFORMATION: I ; I as ALLEY PARKING AREA I 322.E I I o4 ? I I
ZONING DISTRICT: UR-4 LANDS NOW OR FORMERLY OF I I 0 (PER DEEDS) ? of I I of I I
MINIMUM LOT SIZE: 3,000 SF D.U. DANIEL J. AND LICIA A. EATON 323.5 I� I W ¢ BOOK 994 OF DEEDS, PAGE 475 I I 3W III
I =? I I SEE NOTE NO. 1
BOOK 1652 OF DEEDS, PAGE 270 +
MINIMUM MEAN LOT WIDTH: 100 FT. x x Ts1.Y l/.4f'f'4�?CEL ND. TC
I I oq
'` i K R >65. S/-/-.r7 322.2 I 322.3 1 1 r p I I
MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: BETWEEN PAVED
NCE AND BUILDING j jF ( I a o + I 1 J a r I i
CURRENTLY USED FOR
PRINCIPAL BUILDING: 25 % OUTDOOR SCULPTURE AND I `'• I e I I I a I I
ACCESSORY BUILDING: 15% + FURNITURE STORAGE ` j i GRAVEL DRIVEWAY/PARKING AREA /322.4 !I' Z 3226 j
MINIMUM YARD DIMENSIONS: 323.3j
FRONT: 25 FT. , r< I j I L +t! j I I
REAR: 25 FT. z Y I I N53• + I I I I ONE SIDE: 20 FT. = B z + = 322.E t2'Sg„ 2tc 322•'.' W STORM MH
O < R 323.2 ROOF OVER O O INV OUT - 317.54
TOTAL SIDE: 45 FT. M Y a + W �/ A j INV. N -3iis II
PRINCIPAL BUILDING: o o= '� II GROUND LEVEL �„ 3
M or I TRUCK *
tp w ;1 I': LOADING DOCK j APPROXIMATE EDGE a 1 1
MINIMUM FIRST FLOOR AREA: I p
N d OF GRAVEL DRIVEWAY/ I?
1 STORY: 1, 800 SQ. FT. Z I ( �_ - - - - - - - - - - - - - - 121.00' - - _ _ _ PARKING AREA o N 322.+ 11 gTORN
2 STORY: 1,200 SQ. FT. I I (ROOF�2'7f APPROX. EDGE OF 322.5
p OLD PAVEMENT _ - _
+ ti I c
MAXIMUM BUILDING HEIGHT: 70 FT. i f 3224 FlRE AL TE` _ _ o c6 111
It I ✓ METAL I + 32Z7 R rn B 1 MINIMUM DISTANCE FROM ACCESSORY BUILDING T0: I Esc I ROCK WALL RIM = 321.88
323.1
PRINCIPAL BUILDING: 10 FT. + I
1: _ SILTED IN
323.2 ' I 1 ••y„Y~ey'• - „'^ •,��,�;,,,Y, 3Z2•S ` ` AROUND PLANTER NO PIPES VISIBLE) 1 I U
FRONT LOT LINE: 25 FT. + I �' '� `--� + `
�€ 3 STORY BRIO 322.6:;' -,� + 1 1 SIDE LOT LINE: 5 FT. X x x X 54s' 323.0 No.3�cuNTON ui�oiNG „`°'" .::::..:::::::.:._+ 322.4 I
REARLOT LINE: 5 FT. I _._._._.._...._........._.._.__. ..__.._...._._..._.......__....... .::: _._._......_.. :::::: __._ _::::::,:::. 03, srREET L +
MINIMUM PERCENT OF LOT TO BE PERMEABLE: 15% 3z3z ( 1V53.02'S3"�y (ROpF) �NDS1NDq �DEBRMERLypF PSTEPS
ORCH 32T3 111
322.9 �� AREA OF + o o ALLEY LINE PER DEED DEED NO. LASrp 322.4 TC I 1
T � 8� EN PAVEMENT 20, 7012422 322.3 322.0 ` 1 1
B `J
LOD�E.T I - - I SEE NOT II
3227 T I 4 / E NO. 1 77. 78' + 323.3 (O 1 I
+ � f 323.1
324.9 L _ _ - _ _ - _ 323.0 i �'- ��
I
+ 1- 1 I
TAX MAP UNE _� �, 323.0 323+ c0i 1 1
NOTES: 32 B ALLEY IS DIRT/�AL AND GRASS _ � � 322.3 TC O �M 11 JI
+ SSMH + + 322.3
l^_ _� -� RIM : 323.24
322.3 1
1.) THESE PORTIONS OF THE "ALLEY" ARE CURRENTLY SHOWN AS PART OF TAX MAP PARCEL NO. STOCKAD cEs A "� INV. OUT 8' = 316.74 W /' , 1 1
165.51-1-38 (THE SURVEYED PARCEL) , THESE AREAS ARE NOT PART OF THE DEEDED LAND Er•'EN U
DESCRIBED IN DEED REFERENCES NO. 1 AND 2.
LANDS NO I
+ wIT �LCMERLYOF +22.0 I 322.8 SRITy
1 I
2.) THIS CROSS -HATCHED AREA REPRESENTS A 10 FT. WIDE EASEMENT AS DESCRIBED IN BOOK 993 DEED NO.20150%4Q83
OF DEEDS AT PAGE 665 AND IN DEED NO. 2016037061, THIS EASEMENT IS FOR THE BENEFIT OF 323.1
THE SURVEYED PARCEL FOR THE PURPOSE OF MAINTENANCE AND REPAIR OF AN EXISTING + +
AIR CONDITIONING UNIT ON THE ROOF. 323.4
3.) UTILITY LOCATIONS SHOWN WERE FROM ACTUAL FIELD LOCATION TOGETHER WITH INFORMATION
9" NORWAY
MAPLE
PROVIDEDE BY THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. ALL UTILITIES MUST BE
MARKED AND VERIFIED PRIOR TO EXCAVATION.
4.)
ELEVATIONS SHOWN ARE BASED ON NGVD29 DATUM.
(V
5.)
EXACT LOCATION AND CONFIGURATION OF THIS 12" WATER MAIN COULD NOT BE DETERMINED,
323.4 323.4
Q +
IT APPEARS THAT WEST OF LAWRENCE STREET THE MAIN IS ON THE SOUTH SIDE OF
be
CHURCH STREET AND TO THE EAST IT IS ON THE NORTH SIDE OF THE STREET AND HOW THEY
o
CONNECT IS UNCLEAR,
0�
DEED REFERENCES:
m
1.)
DEED DATED APRIL 30, 1979 FROM ANTHONY P. FARONE, DENNIS J. FARONE AND ALFRED J. FARONE, JR.
TO TORELL'S CARPETLAND CORP. AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK
994 OF DEEDS AT PAGE 472.
2.)
DEED DATED MAY 2, 1979 FROM ANTHONY P. FARONE, DENNIS J. FARONE AND ALFRED J. FARONE, JR.
TO TORELL'S CARPETLAND CORP. AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK
994 OF DEEDS AT PAGE 475.
UTILITY POLE
STREET LIGHT
CB
RIM_
323.35
12" INV.'