Form C Subdivision 2007 Approved Plans Approved Plans
5> Mar�bc�uqhl�
Amanda Way/Osbourne Hill
Sub-division Plan
(2007)
02S
�22 024 LOCUS IS SHOWN ON SUED/VISION PLAN OF LAND
�28 BY EASTERN LAND SURVEY ASSOCS. PLAN BOOK 402 AMAtiD� <
023 PLAN 79 wa}
_\ \ ZONING DISTRICT: R1 _ _ IP
ASSESSORS MAP 9 PARCEL 1
l 020 \ \
0SBORNE" 98 RECORD OWNER: OSBORNE HILLS REAL TY TRUST
j DEED REFERENCE. BOOK 17338 PAGE 313 ''— a
z<
cd 0
13A < 4
\7 i S / Q
REQUIRED SETBACKS LOCUS MAP
0/c5 L=60 86' PR4VI E SIL1 AT O
8 0 PRocTl9 ASINs o FRONT YARD 15 FT.
,q " \ ALL CATAILB EEC / Mti �� �,qNd �� SIDE YARD 10 FT.
/w \ a s of \ ,� C70 � REAR YARD 30 FT.
/
2 \ "--
3
g 6 /'\ / ( 1 C6
/ L,32.9 / \ / o SMH £EXISTING SEWER MANHOLE
076 i \ �c�^ / / \ o OMH EX STING DRAIN MANHOLE
p\ A 0 \ c 9 l I I ) ) ESE ISTING CATCH BASIN
EXISTING HYDRANT
\p ^ / \ s/O EXISTING WA TER GATE
n_ � — 100 — EXISTING CONTOUR
S '� c O �Vj / h \ °�
o 700.00 EXISTING SPOT GRADE
�/�� �P oQ� �� ° UTILITY POLE
go
RETAINING WALL
• �,
- SsTONE WA L
80.9 �� E18 , L
1 CURB
--_ 0 osFo O / x x FENCE
92 — P �� 900 h s s'o,� / RESOURCE AREA BOUNDARY
f \ �� / / �� \ OFF M F E7 / \ A 10 RESOURCE AREA BOUNDARY FLAG
�0 / / \ \\\ VF A C/< i / %/ 100 PROPOSED CONTOUR
g
J 0 0° / / / \ / / / 100x0 PROPOSED SPOT GRADE
� 0 l \ EI6 �
I O \ \ /\ lI \ `2� / _ WS PROPOSED WATER SERVICE
� 98 p lb SS PROPOSED SEWER SERVICE
96 100
GENERAL NOTES
102
o I I
` ` \ / so E7S C 1) THIS PLAN IS THE RESUL T OF AN ON THE GROUND FIELD
`J SURVEY AND PUBLIC AND PRIVATE PLANS
P- � �r \ 2) UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
o
�` 106 \0 4 w�` ws 0 o �� ` RECORD PLANS AND ARE NOT NECESSARIL Y INDICA TIVE OF
UNDcI?GROUND CONDITIONS.
C.
01 \ (A \ o \ / 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
Q 108 �� O s� \ �o / ' o„� �j o I � N \ DETERMINING THE LOCATION, SIZE AND ELEVATION OF ALL
o o
/ �p o ^I �\ cb \ 3 \ / EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
o o \ e o `` oil PRIOR TO ANY CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED
0
—O 0 o o / V o �\ ii \ `v IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE
11 � �• o ,� � � �r E73 \ /
PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION T N
BEFORE PROCEEDING WITH THE WORK.
112 Q a / \ \ \ P� /
\ \ 0 ,9 I 4) THIS PLAN IS BASED ON THE REFERENCED PLANS, DEEDS
Op
\� v / AND THE RESULTS OF A FIELD SURVEY AS OF THIS DATE.
114 �'� �� o o\ / I \ \ \ F24 NO CERTIFICATION IS INTENDED AS TO PROPERTY TITLE
`' \ 0s0, \ ��p� Q 1� \ OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
0 �� r �o \ P ° \ W EA SEMEN TS.
E
116 � � °`
�0� P pQ ��\�� / 00 \ \ Q� 5) RESOURCE AREA DELINEATED BY RIMMER ENVIRONMENTAL
8 lb CONSUL TING, OCTOBER 29 - DEC. 16, 2003
0 90
122
124
126 — \ — \ \ \ ��q \ \ \ LOTS 13715 AND 35-36
SITE DEVELOPMENT PERMIT PLAN
ti' Q
w L 0CA TED IN
r
o !, w 9� w
\ I SAL. EM MASS . 4
PREPARED BY
'0 9 T V
120 _ �X, \ 8 EASTERN LAND SURVEY EY ASSOCIATES, INC.
\ � oo�o OQ
, 0 \ �0 CHR/STOPHER R. MELL 0, PLS
A
1
122 , \ C104 LOWELL ST. PEABODY, MA. 01960
978 531-8121
�, \ ��.� �
\ O \ 70 �k_� os�, SCALE: 1 = 20 MAY 3, 2007
�CHRISTOPHERt k
PREPARED FOR
\ 124 �06 16 \ -- R.
1 \ MELLO .wr•
No.t317 o OSBORNE HILLS REALTY TRUST
114 \ 106 6�1 �13 SO� I
\ \ PHOTO REPRODUCTION OF THE ABOVE SEAL IS
>>O INDICATIVE OF UNAUTHORIZED REPRODUCTION 0 10 20 40 60 80
126 \ OF THIS PLAN AND IS TO BE OP RIGHT INFRINGEMENT AND/OR FRAUD.IDERED A C F 12795
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
112 PHOTO REPRODUCTION FOR ANY PURPOSE. SHEET 1 OF 2
R
.110
LOT 15 OSBORNE LOT 36 ROOF RECHARGE B E D
SECTION A—A DETAIL: No Scale
HILL ,
DRIVE 1 _ 20 HORIZ. PLAN MI FINISH INSPECTION PORT
1 4 VERT.
DWELLING
FENCE DWELLING
100
PROPOSED FENCE
SURFACE
7FFERONE 8 — STORMTECH SC-310 CHAMBERS
IN AN 10' BY 30' STONE LINED 4" PVC TO DOWNSPOUTS
EXISTING EXCAVATION (TYPICAL)
�— SURFACE BUFFER ZONE SECTION
GEOTEXTILE FABRIC
\ 4" LOAM AND SEED (MIN.) LINED EXCAVATION
i
/ \ 18" MIN
I TO 96"MAX 4" INLET
STORMTECH SC-310 CHAMBERS
2
90 "
O
I ts"
/ 2 Min. \_ 1 1/2" TO 3" WASHED STONE
EST S.H.W.T.
TABLE OF ELEVATIONS
LOT NUMBER BOTTOM OF STONE INLET INVERT
14 96.00 97.50
80 15 95.00 96.50
35 99.00 100.50
DETAIL 93.50 95.00
WATER SERVICE CONNECTION DETAIL
no scale SEWR CONNECTION
FINISH GRADE
no scale
ADJUSTABLE C.I. VALVE BOX
SADDLE CONECTION, TEE
OR WYE
SEWER
MAIN
5 FT. MINIMU COVER
TION
STAINLESS STEEL 6" PVC BUILDING 4 OIPERCFOOT
STRAP ( For Saddles) MIN. SLOPE
CURB STOP
NOTES:
CORPORATION STOP 1. FULL PVC SADDLE, TEE OR WYE MAY BE USED TO CONNECT
BUILDING CONNECTION TO SEWER MAIN.
1" TYPE K COPPER 2. SADDLE SHALL HAVE RUBBER GASKETS, BE TIGHTENED WITH
SERVICE LINE PROPOSED 8" STRAPS AND SHALL NOT BE CEMENTED ONTO THE PIPE.
WATER MAIN 3. BUILDING CONNECTIONS SHALL BE BEDDED IN3/4" STONE
--- b-6 TO A DEPTH OF AT LEAST ONE—HALF OF THR PIPE
DIAMETER.
PROVIDE 2 C.F. OF
SCREENED GRAVEL
SEWER AND WATER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE SALEM DEPARTMENT OF PUBLIC WORKS
LOTS 13- 159 35 AND 36
SITE DEVELOPMENT PERMIT PLAN
CATCH BASIN FILTER DETAIL LOCATED IN
no scale
DETAIL
SALEM , MASS .
�o���
EROSION CONTROL SILT FENCE Rp PREPARED BY
D� D
EASTERN LAND SURVEY ASSOCIATES, INC.
2"x2'x4'-6" WOODEN POSTS � HAYBALE
AT 8' O.C. (MAX) � O CHRISTOPHER R. MELL 0, PLS�°°
MIRAFI No. 100 SEDIMENT qq �
CONTROL FABRIC a4 a i V°
HAY BALES
�ZZZN??? 104 LOWELL ST. PEABODY, MA. 01960
FLOW DIRECTION (978) 531 -8121
8" CONC. BLOCK SCALE: AS NOTED MAY 3 2007
EXISTING GROUND TEMPORARY p �D (TYP) Of MA,
Ki= STEEL PLATE �Q
RISTO°HER G `;� PREPARED FOR
HAYBALE R.MELLO
r,.r,►
DIKE ~'i No.31317�p� O S B O R N E HILLS REALTY TRUST ''",�y
� 1
TEMPORARY
STEEL PLATE N3
.t
3/4" STONE
II = I I li UNDISTURBED SUBGRADE
0 10 20 40 60 80
PHOTO REPRODUCTION OF THE ABOVE SEAL IS 1 2795
INDICATIVE OF UNAUTHORIZED REPRODUCTION
CATCH BASIN OF THIS PLAN AND IS TO BE CONSIDERED A
COPYRIGHT INFRINGEMENT AND/OR FRAUD.
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
PHOTO REPRODUCTION FOR ANY PURPOSE.
SHEET 2 OF 2
OPEN SPACE C ,
B69 - - - 1�B70 ✓ / - - - - - // / )6 / p
r
100 FOOT BUFFER ZONE BOUNDARY
\ \ - - / os-oo�czJE 0
"I o
667 B71 pB68 - - - - - - o� � oo
Rp
14,
` PRO-FOSE9-SILLBARRIER / \�/ 86
' > PROPOC>EIS BOULDER RETAINING WALL � - - - - - - � / 88 I
/ - - 8(3 S _ - - ' T _ I / GENERAL NO TES L OCUS MAP
0�0 x - - _ _ 94.50' �3 5 143. 4'
102.12' -- gx s 4. 0 5 / 96 LOT 1�_ _ aO - - - / I 1) THIS PLAN IS THE RESULT OF AN ON THE GROUND FIELD
_ _ y _ 16 / LOT 18 ./
/ � 12,2�3 S.F. / / SURVEY AND PUBLIC AND PRIVATE PLANS.
I
- - - - g674f S.F. 17 10. 83 S•F• - 4 I / / / / 2 UTILITIES SHOWN ARE BASED UPON FIELD SURVEY AND
LAWN � - - - - -
/ — L 6 � 923E � )
I LAWN ' I / RECORD PLANS AND ARE NOT NECESSARILY INDICATIVE OF
ROOF RECHARGE g _-- --------- R001`REC�ARGE g LAWN RO CHARGE B I ROOF R HgRG
----- -----------B- ( I J _ EIB I LA�'VN f /l / / //
X 78.7 - -_ __ _ __- _ _ �,\\ �o -� CS UNDERGROUND CONDITIONS
� - I I I / / / 3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND
DETERMINING THE L OCA T/ON, SIZE AND ELEVATION OF ALL
EXIS77NG UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS,
'o �_ 9 o PRIOR TO ANY CONSTRUCT/ON. THE ENGINEER SHALL BE NOTIFIED
/ �� _ a �� \ ` / / IN WRI77NG OF ANY U TILI TIES FOUND INTERFERING WITH THE
9 92 c g _ Oo , / // / / \ LOT 20 PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACT/ON
--- @ - / o - PROPOSED DWELL ,Q o
PROPOSED D-VVEtt I PSG p � � / BEFORE PROCEEDING WITH THE WORK.
✓ - � - FFF 100.5 � ` 98 ��, FFF = 103.5/ PROPOSED WELLING
O�OSED DWELLING o -
- -FEE- 98.5 / / 9Q FCF �99 -=�'- -`��.5 FFF 106.0 / / \
/ 4) THIS PLAN /S BASED ON THE REFERENCED PLANS, DEEDS
/ N - FCF = 89.E - 96 ��/ FCF/= 97.0 / / / AND THE RESUL TS OF A FIELD SURVEY AS OF THIS DA TE.
` NO CERTIFICATION /S INTENDED AS TO PROPERTY TITLE
bo
OR AS TO THE EXISTENCE OF UNWRITTEN OR UNRECORDED
y EASEMENTS.
�, - - - - - / - - _ / / /// 5) RESOURCE AREA DELINEATED BY R/MMER ENVIRONMENTAL
CONSUL TING, OCTOBER 29 - DEC. 16, 200J
1 — \ LA - ' `� ' /
I � 1 —"— / \ R�OFR CHA E A \ � Al
(ROOF RECHARGE A I i ROOF RECHARGE A I \ I,
LAWN — LAWN
— - - - - cn cn cn cn� LAWN / �� //
65.40' — _ 94.50' \12.95'\ ` — '�, P / L E G E N D
DMH
�o� o SMH EXISTING SEWER MANHOLE
o DMH EX/STING DRAIN MANHOLE
C10 \ I w I — v— Io0 \ - - - - - ��Rs \ \ �j \\'� // ® EXISTING HYDRANT
BASIN
I _ - - A�tfiA7V DA 98 / WA / \ - - off, �\ / Y RAN
PROVIDE T PRQTECIION S H\ 0 96 I �-� — \ — — — _ / — EX/ST1NG WATER GATE
-- AT ALL CA CH BASINS \ - — 95:z �S — — S - i — S \ \ — — l0 \ / \�� — 100 — EXISTING CONTOUR
SEE DETAIL HEET\2 FM FM —— FM 2 \ g 1
� � \ % 100.00 EX/S71NG SPOT GRADE
S \ \ \ \ DMH
I _ � �
/ � -Q- u nL. TY POLE I
\IOO �00� B ER XONE OUNDARYi o / _ _ — — —
, .goo RETAINING WALL
STONE WALL
> CURB
\ >o 00 —X— X— FENCE
\ / --..--„� L�1 � _ Is RESOURCE AREA BOUNDARY
=39 1 l J.00 8,0 -r oQ o= w cu = ,o< 68.72 �- __ - ' FM >o A 10 RESOURCE AREA BOUNDARY FLAG
CB I I / I ` _ — — \ mop dF lx/A _ _ — _ i 0/1� y > R
I 1 � L�RWN ° / v, LAWN \ � �� - - _ _ >oo0 100 PROPOSED CONTOUR
� e LAWN / 8 100x0 PROPOSED SPOT GRADE
X 106 / LA / / /-_ / '>o .-WS PROPOSED WATER SERVICE
E18 I 94 \ \ \ \ _ i — -- � SS PROPOSED SEWER SERVICE
E19 -vI z \ \ \ \ PROPOSED DWELLING
D1 �1 1 1 \ \ \ \ \ PROPOSED D��ING FFF = 109.5 / \
z 1 92 1 \ \ \ \ FFF - 107.5 \ \ FCF =100.5 / l I�\ _ — — — — J ,>� REQUIRED SETBACKS LOCUS /S SHOWN ON SUBDIVISION PLAN OF LAND
1 1 \ \ \ \ \ \ FCF = 98.5 \ o o / / \ BY EASTERN LAND SURVEY ASSOCS. PLAN BOOK 402
E20 1 1 0 1 P OPOSED DWELLING \ \ \ \ o / II II _ - - - - PLAN 79
1 FFF 99.0 \ \ \o �, - ->>o
E21 1 1 1 \ FCF = 90.0 \ \ \ \ loo I I _ — — _ ZONING DISTRICT.• R1
col, Ilo >> FRONT YARD 15 FT. ASSESSORS MAP 9 PARCEL 1
I 1 1 \ \ \\ \ \ \ \ \ \ 98 \\ �\ 108 I I SIDE YARD 10 FT. RECORD OWNER: OSBORNE HILLS REALTY TRUST
REAR YARD 30 FT. DEED REFERENCE. BOOK 17338 PAGE 313
E15 E22 � 1 \ , `\ \ \ LAWN\ � \ 1\ LAWN
I 1 1 \ \ \ o a �_ D \ \ /
L N -- —� �OT 40
I ROOF\f�ECHAR\ C \ \ I ROOF RECHAR E B I \ \ SITE DEVELOPMENT PERMIT PLAN '
El 4 I+I I � \ \ \ I I
E23 k-- — +--+ ZQT 37 yam- — _I \ 104 �� \ ► LOTS 16-19 & 37-39
8,5 1� S. \ , \ \ �
1 I 9 \ \ 82.0 2 0 \ I L 0CA TED IN
82.oo' °�� k 5 610 S.�' \ \ � �08f \
- -
® 0
Eli 24 / , � \ \ \ \ SALEM , MASS .
E / PROPOSED BOULDE RETAINING WALL\ ROPOSR SILT ARRIER - \ 1
T , r
I \ \ \ \ \ \ \\ 11001FOO�f BUI`FER ZONE BOUNDARY PREPARED BY
X 91.0 \ \ ` \ \ \ I I I I EASTERN LAND SURVEY ASSOCIATES, INC.
CHRIS TOPHER R. MELL 0 PL S
84 \ \ 104 LOWELL ST. PEABODY, MA. 01960
\E25 \ 92 94 96 98 100 702 104 106 108 110 112 1 4 716 118 978 531 -8121
,. ^
. � \ \ 90 OPEN SPACE A .��,o� , , .,, ,
n \ A� SCALE: 1 = 20 MAY 31 2007
86 / \ p C 1VOPHER
R. PREPARED FOR
�, '
MELLO
� _ — , — �ND.31317 O
88 E26 \ F(;,STER� cb OSBORNE HILLS REALTY TRUST
� E27 � �N� su�`��'�
\ n E29 _
,E30 PHOTO REPRODUCTION OF THE ABOVE SEAL IS
INDICATIVE OF UNAUTHORIZED REPRODUCTION 0 10 20 40 60 80
14
OF THIS PLAN AND IS TO BE CONSIDERED A
\ COPYRIGHT INFRINGEMENT AND/OR FRAUD. F 12795
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
E31 PHOTO REPRODUCTION FOR ANY PURPOSE.
F-28 SHEET 1 OF 2
120 ROOF RECHARGE BED
LOT 17 AMANDA WAY �pT 39 TYP E B
SECTION A—A DETAIL: No Scale
1 " = 20' H OR I Z. MIN. 1 INSPECTION PORT
1 " = 8' VERT. PLAN TO FINISH GRADE
I� BUFFER ZONE
�PROPOSED DWELLING
/
BUFFER ZONE SURFACE / I
100 � -
DWELLING /
FENCE N AN 10' BY 30'SSTONE LINED CHAMBERS PVC TO DOWNSPOUTS
TYPICAL
� EXISTING GRADE 4"
EXCAVATION (TYPICAL)
SECTION
GEOTEXTILE FABRIC
4 LOAM AND SEED (MIN.)---,,,, LINED EXCAVATIONi
18" MIN
TO 96"MAX 4 INLET
FENCE
STORMTECH SC-310 CHAMBERS
so 1 _— 6
N 6"
2' Min. 1 1/2" TO 3" WASHED STONE
-- EST S.H.W.T.
TYPE A RECHARGE AREA SHALL CONSIST OF 4 SC-310
LEACH CHAMBERS IN A 6 FT. BY 30 FT. STONE LINED
60 EXCAVATION
TYPE C RECHARGE AREA SHALL CONSIST OF 12 SC-310
LEACH CHAMBERS IN A 13 FT. BY 30 FT. STONE LINED
DETAIL
EXCAVATION
WATER SERVICE CONNECTION DETAIL
no scale SEWR CONNECTION
FINISH GRADE no scale TABLE OF ELEVATIONS
LOT NUMBER BOTTOM OF STONE INLET INVERT
I ADJUSTABLE 16A 93.50 95.00
C.I. VALVE BOX
SADDLE CONECTION, TEE 16B 86.00 87.50
OR WYE
SEWEMAIN 17A 97.00 98.50
MAIN
178 88.50 90.00
5 FT. MINIMU COVER CONNECTION
STAINLESS STEEL g" pVC BUILDING „ PER FOOT
MIN. SLOPE = 1/4 18A 99.00 100.50
STRAP ( For Saddles)
18B 91.50 93.00
CURB STOP
NOTES: 19A 99.50 101.00
CORPORATION STOP 1. FULL PVC SADDLE, TEE OR WYE MAY BE USED TO CONNECT 19B 93.50 95.00
BUILDING CONNECTION TO SEWER MAIN.
1" TYPE K COPPER 2. SADDLE SHALL HAVE RUBBER GASKETS, BE TIGHTENED WITH 37C 86.00 87.50
SERVICE LINE PROPOSED S" STRAPS AND SHALL NOT BE CEMENTED ONTO THE PIPE.
=Z WATER MAIN 3. BUILDING CONNECTIONS SHALL BE BEDDED IN3/4" STONE
TO A DEPTH OF AT LEAST ONE—HALF OF THR PIPE 38B 94.00 95.50
f � DIAMETER.
PROVIDE 2 C.F. OF
SCREENED GRAVEL
SEWER AND WATER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE REQUIREMENTS OF THE SALEM DEPARTMENT OF PUBLIC WORKS
SITE DEVELOPMENT PERMIT PLAN
LOTS 16-19 & 37-39
CATCH BASIN FILTER DETAIL LOCATED iN
no scale
SALEM , MASS .
DETAIL PREPARED BY
EROSION CONTROL SILT FENCE
�> EASTERN LAND SURVEY ASSOCIATES, INC.
2"x2"x4'-6" WOODEN POSTS HAYBALE
AT 8' O.C. (MAX) O O
�c a CHRISTOPHER R. MELL 0, P S
MIRAFI No. 100 SEDIMENT �Q 4
qq
CONTROL FABRIC
a �
104 LOWELL ST. PEABODY, MA. 01960
HAY BALES
j FLOW DIRECTION (978) 531 -8121
— TEMPORARY 8" CONC. BLOCK SCALE: AS NOTED MAY 3 2007
EXISTING GROUND n pp (TYP)
STEEL PLATE PREPARED FOR '
:4 r
PHER
HAYBALE I R - OSBORNE HILLS REALTY TRUST .
N'':.
TEMPORARY DIKE ly ,A No.313MELL017
STEEL PLATE
i I I = IIII 3 4" STONE N) SUR �¢ I"I ILJ
IIII = IIII - � �
= IIII = IIII UNDISTURBED SUBGRADE PHOTO REPRODUCTION OF THE ABOVE SEAL IS 0 10 20 40 60 80
INDICATIVE OF UNAUTHORIZED REPRODUCTION F 1 2795
OF THIS PLAN AND IS TO BE CONSIDERED A
CATCH BASIN
COPYRIGHT INFRINGEMENT AND/OR FRAUD.
ENFORCEMENT AUTHORITY SHALL NOT ACCEPT
PHOTO REPRODUCTION FOR ANY PURPOSE. SHEET 2 OF 2
IIIIIIIII-iK I -\V I14 pt IA 4t Y, e, nk 7P4 Iec IPE I4o4- �0 N SPA CE,:15.3 7. A S ,IIIF to 723 t0 IIrm 50 3' 2-IIILOT'20 IItt IIo Z— 00-
7 s O.,670 S.F.IILOT IIMR IIIIII12 1AM S. LOT 21 I :762 S.F 00-8 IUJ II71`3 IIIIro-00-0 -22 ILOT
0 I8?37 31 19 7,446 S.F.1p P45* 7120 IL.39.39' Im,87 92,II0 IItOPJI L11301-25,III00-O '20 ---------0A 718-4L, 67?41 705 714 L=242.19 IIe 7 11 1— -— Ii" I .,I, 1. w , - _ , . I -, I 7"c , " I 1. . . L=106.02 jp 416 II00-o'D 00-756 RIO 721 1 "- . .,I29rol 717 VO&It .40o";t L 0 T '41 .0 4 606 K C5).19 if, 1. I I I ok. A 40 49 732 7 4 S.F.0 IML '16 c�
I04 706 4 7-Ir - III 0 LOT 26
I44ji 16b 8,,363 S.F.IIII4 I5.3 11b i75 I4j\1 730 I00-42- 4�0 0 20 0 0
#r 77-52 -I54 V," ,$-II ,,13, -- ..j - . . L 576 �1260
0 14��400 c�+779 7,, 'PARCEL A ,I4, 4, 00- I71—* SF.IIIt elk,II257 00 IC-1 I4& 6%. 0
736 74! n_ ;!0 7t-C14 II00-Itr+719 00 I <o
I.;t 737' LOT 5
�4 III 't 704 I1261 LOT 46
IIY\ 10
tZ892-* S.F.
I7V7 c� 0 vn I .4 A +44,jr,# A II.77 665 t01 740 IIIIII0 P E N .� S P A C E 8
IAcs.760 00+709 ARP A w3 Ir Lo II *i v I "O t I1253 1270 f
U ItIAr 741 e,A�, I4 L II746 9 10402 7 I5 Ls J_f .�q?�7 6453 7.1 913 R 1268 -00 200 L .34 IIw78 IIr I'No 7 II566 I7 22?26,31
II97 5cj C>II -F I6, IIPOO 0 It00 IOU I10 41 7 It 7L jr,IIt - 0 r 0 0 1 40 6w L I � I Q 914 100 r 0 649 9
III )PO I4.Z loe I643 0
I60 III00 19 944 CIO,7. 'Q I4690 '56 I6449 I4 01 IIOP III7 I90 4 W. 114J _4
64.7
00-
'r 01 T I4 450 LOT 6 9 IS..7,44 7±' F. t�Ar I -IF I I II0 L 54 cou 27?M57 7
646 Arc)a,I00 OPEN 694 00- 03�00 I00 I...,Lw294.82 47 IIIIL; I05 IAr Iro Iro 36 vo 00 07 7.3 c
IIIIL iv 70.W ILa&366. ,75-00?!ij 106 4o
T I '42 IIV Ii -,A t A