HomeMy WebLinkAbout00-21P_CHURCH OF THE LIVING GOD_DEMING STREETN/F
WALTER N. FOSTER
�u
LE I EXISTING EDGE
OF WOODS
- ` ° /- EXIST ST-ON\ WALL -ask IIIII \ \ \ \ \
22 \ \ 435.44' b lI
2f�B
22k
222\ �\ �• ------------ \\ \\ 2'NE0
2 .51 `
` FL-219.07 2 I 21 ♦ I \ \ A,L
� 15' DS ZX I � .
�0• �5 S �, ` TF- 225.52 I `
REMAINS OF WIRE FENCE � � \ � 1.98 �
AND STONE WALL 21 \ I ` \ AFL-22\ 118 eo. \ = 50�� ARD 'JAI
(typical) \ `� �� 226.s \
` 19 -�
x
LIGHT FIXTURE I
GHT FIXTURE \
DRAI�AL\ TIYP•
\ \ I \ \
C8j4.80 7d7 x 20700 - \ x
TF- 2 600
-2 2.27 ` '
8'PVC OoF ER I I I \ \ I
1 \AIN3.1
ROPOOSWD dUIL eIN HE ADDITIO \ 24It
24 \�`
1 w
Z�8 -50
L1J 1
-d 5. 5 \
o 6'F0 N \ N `21 0 2 50 11 r -1TUMINOUS BING I <n
fv e; 1 (SEE ETA) L - -� N ICAL)i \
O \ 1 � At
LEGEND
o IRON PIN TO BE SET
REFERENCE MAPS
1. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP
TOWN OF MANCHESTER DEMING ST. & TOLLAND TURNPIKE AT
OAKLAND - FROM THE SOUTH WINDSOR TOWN LINE SOUTHEASTERLY
& EASTERLY TO THE VERNON TOWN LINE ROUTES NO. 15 & 83
SCALE 1 "=40' APRIL 28, 1930 NUMBER 76-02 SHEET 1 OF 3
2. MAP SHOWING LAND ACQUIRED FROM JOHN & MARY A. LOMBARDO
BY THE TOWN OF MANCHESTER JUNE 1988 PROJECT 87-28
SHEET 1 OF 1 FUSS & O'NEILL, INC. CONSULTING ENGINEERS
3. PROPERTY OF JOHN N. LOMBARDO NO. 199 DEMING STREET
MANCHESTER, CONN. SCALE 1"=40' JUNE 28, 1955
HAYDEN L. GRISWOLD C.E.
4. SUBDIVISION PLAN PREPARED FOR JOHN N. & MARY A. LOMBARDO,
DEMING STREET, SOUTH WINDSOR/MANCHESTER, CT. SCALE:1 "=40'
APRIL 1990, BY DESIGN PROFESSIONALS, INC.
NOTES
00
/
in ° 2 o MONUMENT TO BE SET 1. TOTAL AREA OF PARCEL = 272,483 SQ. FT. OR 6.25 ACRES.
e•P ooF�LEADEXISTING CATCH BASIN AND PIPE
\ \ L_�,s\ - \ 2. PROPERTY IS NOT LOCATED IN THE FLOOD HAZARD ZONE AS PER
`- e-°, -----'_ MANCHESTER MAP PANEL 090
Z I x 12. �� PROPOSED CATCH BASIN AND PIPE # 031 0002 C AND SOUTH WINDSOR
-20 1 •Pv o 1. z . °. MAP PANEL #090036 0003 B.
>_ 8f204.38 TF 125b \ 21484 215 s fr �o O C� PROPOSED SEDIMENTATION STRUCTURE
I FL 204.50 (15') \ C 10 �'2 �j 3. THERE ARE NO INLAND WETLANDS LOCATED ON THE SITE AS P
W k FL- 4.50 10' FL- 04.7 ` \ \ \ • . TF- 19.30 OI let PER THE
o \ \ \ \ `Q o y _ = EXISTING SANITARY MANHOLE AND PIPE TOWN OF SOUTH WINDSOR AND THE TOWN OF MANCHESTER'S INLAND
206 I o V) ��,�' - - PROPOSED SANITARY MANHOLE AND PIPE WETLANDS AND WATERCOURSES MAPS AS VERIFIED BY KORY SCHUTZ,
h GJ CERTIFIED SOIL SCIENTIST, ON JANUARY 15, 1990.
R 10 9, N �� C�,� _ _ _ _ EXISTING WATER MAIN AND HYDRANT 4. MANCHESTER PROPERTY LOCATED IN ZONE RESIDENCE A. SOU
T I 1s p .
/ Fj %� _ R o' � SOUTH
10 \ x I 22a O� � / * WINDSOR PROPERTY LOCATED IN ZONE RURAL RESIDENTIAL.
PROPOSED WATER MAIN AND HYDRANT 5. APPROVAL FOR WAIVER FROM BUFFER AND PARKING SPACE REQUIREMENTS
CLAYTON Le 3 GB�� 1 9 `n I� O� x287.3 EXISTING SPOT GRADE BY ZBA GRANTED ON OCTOBER 3, 1991.
1Ft=.50 1 \ 0 y` " /
•{{22 \ \ �O 300- - EXISTING CONTOUR AND ELEVATION 6. TOPOGRAPHIC FEATURES WERE PREPARED IN ACCORDANCE WITH
(s DETAIL) \ �� \ \` \ i217.20 I O CLASS T-3.
MARILYN G. I \ \ �5 I 6 / 00 PROPOSED CONTOUR AND ELEVATION
J \ � \ � \ \ N� x - 7. ALL ROOF LEADERS AND FOOTING DRAINS SHALL BE CONNECTED TO THE
I I 214.8 PROPOSED SPOT GRADE PROPOSED STORM SEWER.
ZAHNER I \ \� 6 GRA FILLED -
I el . CUR Is Na TYP) EXIST
10 \ a I ING UTILITY POLE 8. ALL CONSTRUCTION TO CONFORM TO THE TOWN OF SOUTH WINDSOR AND/OR
w .\ \ 19 �' I 2�� �C LIGHT FIXTURE TOWN OF MANCHESTER STANDARDS AND SPECIFICATIONS.
TREE WITH VA
\ 9. ALL PROPOSED CATCH BASINS TO HAVE 2 FT. SUMPS.
` R 222 ♦+ LIGHT POLE W/FIXTURE
(typical) I to \ \�N \ 19 TEST PIT/MONITOR WELL 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
I o
On 0 / � «�E ) R5• / � 11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH
BITUMINOUS CU �`Is \\ \ ' \ a 10 _ I � t _ I 22o WINDSOR, TOWN OF MANCHESTER, AND/OR AGENT AND THE DESIGN
ENGINEER.
(TYPICAL) \ \ \ � \ � S 12. ALL PROPOSED UTILITIES TO BE UNDERGROUND.
PROPOSED LIMIT �,y° 12 75 8 ` i _ I n 13. MAXIMUM SLOPE OF CUT AREAS TO BE 2:1. MAXIMUM SLOPE OF FILL AREAS
OF CLEARING yl -20 .84 o i3 7 _ i 2�8 TO BE 3:1. ALL FILL MATERIAL IS TO BE CLEAN MATERIAL. "CLEAN FILL"
I 21095 _ MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS
5
2- 79 OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION
1a f \ PROPOSED LIMIT OF CLEARING TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY
\
B N F EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITICIN OR
202 \ " \ CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NON-
' 2 °?�)S-,os PSMH � �\ 112 I 2�6 DANIEL Re PISETSKY
FL 1.
o) 7 99.20 0 �:\ \ ( COMBUSTIBLE INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS OR BY-
20o i sz ss.2o �" 3o'�s•ADs a 2�oX 192-15•Aose TUMINDUS RING-zoi:3s PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
7. (TYPICAL) TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON
OR EMANATING FROM LAND; NONPUTRESIBLE SOLID WASTES COMBUSTIBLE OR
of �outiz `llJuzrso7 I `` T can o Sorctiz `Z!%u:d<lcr,
CBif14 \ \ 1540 suu,.er. Avu,ul . court ,notoe co",. c, r r «'' 1.vautt,.a„evi„wt,a� °5::.,o„„naa,. NON-COMBUSTIBLE; AND BULKY RUBE
,.••'- •.+rerdnr:ai,...=,+ �` „+, ISH OR REFUSE, INCLUDING PUTRESIBLE
�_20 00 TF-zos. `\ 2�2 SOLIDS SEMI -SOLIDS OR LIQUIDS.
FL•-1 7 February I], 1992 CERTIFIED HAIL s
PROPERTY 200.70X I >n % \\ 1a' W.U. PINE Q ' Harch 12, 1992 - r 14. ALL STUMPS TO BE CHIPPED ON SITE. ANY STUMPS NOT CHIPPED SHALL BE
h O ,O Design Perna i•,;.'I REMOVED FROM THE SITE. WOOD CHIPS SHALL BE USED FOR LANDSCAPING
CORNER 100.29' ( 'd ) semi[ I T. 2 \ / r'2 >,re lqn Professionals, la, Inc. !;
field 100 eed I \ O Joseph Perna 441C Governor's Highway
_ R N - Design Professionals, Inc. South Windsor, CT D60,4 [B 13 t992 PURPOSES ONLY, OR REMOVED FROM SITE.
- IRON PIN EXISTING .. \ 441C Governor's Highway
IRON PIN N 69'32 31 z4• WHITE PINE ��--- �\ South Windsor, CT 06074 i:_-• •,.J,::_;':13LS ILF 15. EXISTING UTILITIES AS SHOWN ON THIS PLAN ARE TAKEN FROM BEST AVAILABLE
\ \ \ 238 Dear Mr. Perne+ INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED
' \ I F \ \ \ a Dear Hr. Perna+
LL1 Re+ Apple 491-47P, Church of the Living GJd
�r PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL-BEFORE-YOU-
O.J4• 1 , 1 K 1 11-1
- Rc+ Appllcat-�n r91-47P, Cnurrn of the L: v.:, ;.,.f
J (1 00 \ D 48. OAK L o6 a we are pleased to advise you that the Planning and :unlnq Cc�■lsalon tr
�U[ At inn Harcn 7, t992 regular nue[:nq, Inlen., Mntlan,, voted at its February 11, 1992 meeting to approve. with DIG AT 1-800-922-4455.
DETAIL modLfications, the above-referencod application. This approval la
a 12' SPRU d I 19incy/Coneonaetvacion�lnnion approval Conditions
Applicauan based on Plan■ prepared by Design Professionals, :nc., job No. 99- 16. THE INSTALLATION OF SIDEWALKS AND GRANITE CURBING ALONG THE FRONTAGE
not t0 SCOIC F PP on "t a r9ur 419, dated December, 1991 and revised through Januar '1 1992 This
\ lf') 0) bundle at 'se D 7
9 rainy Street, RR tone as shown on plans prepat, 1 s} approval is subject to the followings Y ' • OF THE PARCEL AS SHOWN ON THE SUBDIVISION PLANS DATED APRIL,1990
TEST PIT #1 I " t to Design ProlesLonels, Inc. dated December, 1991, ruviswl .an.,aLy d.
1992 end Januer 21, 1992. This approvel is sub)•ee to the fnl,nrt.,, 1. prior to commencement of any .its work, . meucinq must b. raid (SEE REFERENCE MAP #4), WERE DEFERRED BY THE MANCHESTER PLANNING
EXISTING EDGE 1 1 0 cLus \ 36- ATALPA M y
FROM (1n^^�) of WOODS 1 " _N Z2oA eonI. TwO'b:ueprint copies of the entire s„t o Ilnel plan. and tn1, with Town Staff. AND ZONING COMMISSION UNTIL SUCH TIME AS THEIR INSTALLATION IS DIRECTED
1 \ P 2. No building permits will be Lc.ued until the final mylars have
1 I( HOUSE EXIST.
CoaoeleelonrtThl�wstebenromplucod must be submit ad
day. of epprov.. been filed in the Town Clarks Office. BY THE TOWN OF MANCHESTER. THEIR INSTALLATIO
N SHALL BE THE SOLE
FROM TO DESCRIPTION EXIST. ARA prior to any construction activity nn the site. PP , Ip RESPONSIBILITY OF THE CHURCH OF THE LIVING GOD OR FUTURE OWNER OF
1 �199 / p2 1. This application Ls subject to the condiu.�ne of e, revel of
I the Inland Wetlands Agency/Conservation Comm al. SAID PARCEL.
0 2 TOPSOIL E3 \ 2 2. Construction netiviteo shell bu subjott to the eppn>ve! nt
2 28 RED BROWN COARSE TO MEDIUM SAND k GRAVEL (FILL) r the Tnwn Englnner. 4. M as-bu11C plan is required
N F �o I EXISTING EDGE pelt` CO ei,ea°Cf of a g 17. THE ENTIRE PARKING AREA IS TO BE CURBED AS DEPICTED ON THE PLANS.
I ! IT ]. 7M epplicenc analt indemnify and Hold Mrm/ves cha• Town of Certificate of Occupancy per Section 8.1.10 nt the Zoning 26 72 LIGHT BROWN FINE SANDY LOAM 18' SPRUCE Regulations.
72 12o RED BROWN COMPACT SANDY SILT I 24' OF WOODS South Windsor against any liability wnich might result from REFER TO SHEET 5 FOR TYPICAL CONSTRUCTION DETAILS.
ALBERT - the pt ix,sad .p:r:tlon O[ oar.
I o 5. Footing drains are required it the buildlnys have basements.
NO LEDGE ENCOUNTERED _ _-� 4. Tree prtmit 1a v.111 for ter.,, ;Harr and shall nnptre ..,, 18. ROOF LEADERS TO HAVE CLEAN -OUTS AT ALL BENDS.
NO WATER ENCOUNTERED Q� 200 N 1 ?00 \ w _` I 20 9, 1995. i. A landscape bond to the amount of $7, 000.00 is required and NO MOTTLING ENCOUNTERED & \ must be subutted prior to tiling of mylars.
36• CATALPA 5. All approvals rviiuLr•d must W nbeained and SuLeLttul pr .1 r 7. All plans us„u in ter field n cne develo sr meet t»at the 19• TOTAL AREA OF PARCEL IN MANCHESTER = 73,204 sf. OR 1.68 ae.
any activity on the site. P Y F'
ECTORINE stamp and authorized signature of the Town of South Windsor. TOTAL AREA OF PARCEL IN SOUTH WINDSOR = 199,279 safe OR 4.57oc.
2 AYE DRA \ ,98 5 plans to _ person shell t» identifltr, dlre•:tly :n she• :ln,t: B. Underground B• PVC roof loaders must have ..:conout■ at the 90
TEST PIT LAVERTUE
TF- 146. degree bends.
FL 92.4 \ SNET 02.
DEPTH (ln dlus) I Y %3 7. We to. .mend a bond in the amour[ of 55, OU0. JO Co tu suomt t:c: •e arwrr,n.a .«
T.P./1 > S to CMr 7lannin A. Zoning Commission ism Lon to ensure tom linncr wicn 9. Test pits to be done in the northern portion tit the ai ce and ✓ r i� ` T) �)r� / // /1� j +�w.n nnn am
30•-15'AD %D ) g P results should be sent to the Engineering Department for A .■� 7"full o/ J11a the` ter n+•rr....ur.r.."
/ O 1.OX \\ �1 �,9(j he urea ion end eed !men cation roncrol muasurua. revive prior co cone truccion. e
FROM To DESCRIPTION Z G • • _. ` � r..o S.-
Cur wr �o•r
o. lua EXoeisior Blankets, or an approved eq.,al, are w tv 10. Li nun must tw shielded downward and cannot cause
K v 9 e• sr..are,. t:a+,reoe awa
\ O urud .n ten nottnorl real suuchnrl ale objectionable glare off -site. Lignts not co Lr left on all 'f
Ltl 0 Y Y Pu■ nucl ar.0 n \s" coon nnu 0 12 TOPSOIL 0 \ \ 0•-15•ADS 16•-24'RCP O 1.0X / pocunt:al. Tnu area■ where meeting i• eo Lu . $-1 are to ou night.
O t.OX 00 OVE ~-jj / rn clearly dalin•atW on cha final plan+ and epprop+lnte note[..,,. " c"e" •'u• ne ar erzwwn 12 40 LIGHT BROWN FINE SANDY LOAM / � � nhall else tee tncluded.
40 118 RED BROWN COARSE TO MEDIUM SAND k GRAVEL -y 10 MAPLE XX �` / Black and wnite transparent mylars of Sheet 12 with the above
• O 191. 0 W / A• 9. Thu rot rc line, s of plans, oust be scbrr tech lour s copcene copies of the antler but
19 p pa Y pucif ieally 1n the •rue wnuru grmi w9 of plena, muse to subuietherttedwit to this blueprint
co iethln 30 days to se CERTIFIED LETTER
A0 takes place In close proslml [y, are Cu W acaaad tut and scam q approval of tree commission, a• Meech a, 1912
NO LEDGE ENCOUNTERED ® stamped and signed. The letters of a
CB#I CB 16 (S I ENT ON STRUCTURE) clearly id•ncitled In the field by a Licensed Surveyor. This well as the Inland wetlands Agency/Conservation Commission, must be
NO WATER ENCOUNTERED 3 TF-1 5 TF 19 7 TI OU T ■nail Le Bona prior to grading act Lvl L.ov. reproduced on the mylars.
NO MOTTLING ENCOUNTERED FL-1 , 9116 24 TF 192.00 per is to lmplrmunc any additional suit r_1_1 and Attar cM mylars have been signed b cps Cuaalaalon the will be
1. 1 -187 68 r I 10. Thde ]uvula Y y Y Y
TEST PIT #3
DEPTH (Inches)
FROM TO
DESCRIPTION
0 2
TOPSOIL
2 38
RED BROWN COARSE TO MEDIUM SAND k GRAVEL
38 70
LIGHT BROWN FINE SANDY LOAM
70 108
RED BROWN COMPACT COARSE TO MEDIUM SAND k GRAVEL
NO LEDGE ENCOUNTERED
No WATER ENCOUNTERED
NO MOTTLING ENCOUNTERED
MONITOR WELL LOGS
TEST DATE
DEPTH TO WATER (feat)
T.P.f1 T.P.f2 T.P.#3
11,27/91
0 0 0
12%
0
1 %91
0 0
12/18/91
0 0 0
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP
�'0 to LOCATIONS AS SHOWN ARE BASED ON BEST 1 1/6/92 ADD STORM SEWER INFORMATION JIP AND SURVEY WERE PREPARED !) ACCORDANCE WITH THE STANDARDS OF A
„ ob (4 SHOAVAULD E INFORMATION. ALL EXISTING UTILITIES CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR
� SHOULQ BE FIEF VERIFIED PRIOR TO CONSTRUCTION. 2 1/21/92 REVISIONS PER SOUTH WINDSOR TOWN COMMENTS ��' SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND
t( Nu 2. ALL l,T1L.ITIES ARE T') BE STAKED IN THE FIELD 3 12/23/92 REVISIONS PER CONDITIONS OF APPROVAL uP BY A LICENSED LAND SURVEYOR PRIOR TO ADOPTED B THE CONNECIICUT ASSOCIATION OF LAND,,,SURVEYORS, INC., ON
SEPTE FFF� RY 1,
CONSTRUCTION. 4 1/29/93 REVISIONS PER TOWN STAFF COMMENTS JJP 13, 1984, i�
3 THIS PLAN IS INVALID UNLESS IT BEARS THE _ 128E2
iMPRC 3iON SEAL AND ORIGINAL SIGNATURE RVEYOR'S SIGNATURE DATE LTC. NC.
OF ii,L PROFESSIONAL ENGiNEER/SURVEYOR. NO. DATE DESCRIPTION BY
25 FRONT YARD a Imantacion control■ nsetd.d to avoid potuntlal runup and raturned to you for tiling In the Office of the Town Clerk within 90 Mr. Peter R. Dsra•Ille ' sWlmur.c bu1L:-ap on Dumlrq Strurt. Doming Struuc ■nail bo days. At ter tiling these plans, a copy of the raeuipt must be Deslg. Professionals. I...
E TIN - ■wept :mmedJ.►crly should there by any problem. submitted to the Planning Department. Also the enclosed Special e
Z Q >� 411C Goverown III hew
D O / Excupclon form muse br completed and tiled en the land records in ft,„ Souza trtadeer, CT t16014
CHID N 50 . 92 Town Clerk's office.
MON W N 6 " E 68 \ ,T ►e / 1 Res ControlII OF TIIC LIVING COO - I19 and 711V Duminp Steal - Erosion
�} � � i Control Plan, IC•105>
❑ TEL 7f 2.5 CUR BOX �' vo trulyo raj .
/ 9 .2 �r�- 160.19 SNET /3025 0599.4s i
ygy Dear Mr. Deal.111e:
EXIS
ALL As
T ` T.O.W.T ELEV.--191.79 Prank Castro / 11992 Agent
`Planning and Zoning Commission approved with modlfitationa fee
GRANITE 198 MH T ET j3028 \ W SNET /3027 /S 68'33'39" � vary truly yours, c Dpilunt pi«« a advised that al Its m«Ung ar Wrch 1,
MON - - 0�1i C== Vice Chai:man .melon control plan for In end 711V Deming Street. The n(.rannd
RELOCATE GUY WIRE 197.07 (j EXIST. ROAD SIGN t', ' �/ ■PPucallon Is shown an a map entitled, 'CIIURCII OF TGE LIVING GOD, log
_ t+.r i .: a •._ " 1 L"Cl ll.2 FC/pcn DEMING STREET, SOUTII WINDSOR/MANCIIESTER• CONNECTICUT aao,
RELOCATE POLE k / revised IIIIIII ■hest 1 of S, through I of 1, Job Number q-441.•
EXIST. MH EX T. HYDRANT Ellzatech A. Warren, Chairman. ee+ Inland Wetlands Agency/Conwrvatlon Co The required plan modifications an detailed In the auaehed wplee of the
PROPOSED SIGN EXIST. ROAD SIGNS �+ 0 OSED EXIST. BITUMINOUS CURB PROPOSED TWA/c,
TF-196.45 e��/ TF •193 3 Director o[ Planning
_EXIST. SANIT. SEWER _ _ S FI-185.00 rye, 187 HYDRANT EXIST. CB �W/ m cnlut Dulldiny D7ticial fohoeing staff et�,,,rand.:
TF-191.75 P Town Engineor I. From Rich Sups to Sluart c. Popper, dated 7/7/92
NOTE: CORE BORE EXIST. M.H. FOR NEW - /�' PROPOSED WATER cc+ Tdwtt any u.e .r 5upt. of Pollution Cdnt:nl 1. from Thanes O'iiern to SUmrt R. Pepper, doted 2/7/17
6' CONNECTION. REBUILD INVERT AS REQUIRED. - y 8' CLDIP W MAIN A. ass sot J. Pea. Nkk Fnnrbne to Snort A. Ibpper, doted 1/17/97
Director I. planning Yi,, tar■halp.r to FIN, dated Ij"117
(SEE WATER M y 4. ►ram StuartSlwr s. rn
Fas74
AIN EXTENSION Planntny I. 2on: ng C Lon Once all the trod mudlflwilana have been Incur p
DEMING PLAN) Rryla[rat of Voter■ fry punted Into the plans. •, ,t 4s Q, GOd1. .Ct;4LJ
TREE ROUTE
30 O pleas wMdt one eet of myler plot- area four paper melee to this office for ';
ramble[ and dg++■tu«.
•
•
Stuart S. Popper `
1 63 w K: Engineering Depsrtamnt •1. a i1 rauter a Sewer Department
A...nr-Town of 1Nnchesur
Zoning En(orceawnt Offlnr J''•r ION L Eta
GRAPHITIC SCALE 0 (203) 291-8755 SHEET .
° 20 � � I SITE PLAN
(�, Ym
esign . CHURCH OF
l inch = 40 ft roessionais, inc. THE 2
DEIGN. JJP DRAWN. JJP CHECKED: GOD
Coordinates from U.S.G.S. Grid System r -
U.S.C.G.S.T.Vertieal Datum civil engineers planners to surveyors ✓LIB NO.: 89-449 DATE DEC. 1991 199 DEMING STREET
Contour Interval, 2 Faet 441 c governor's highway, south windsor, Connecticut 06074 DRAWING NO.: D: CHURCH 89449-SP SOUTH WNDSOR/MANCHESTER, CONNECTICUT 06040
1w
0 o,
rO Lo
0 Lo
o
Z.
N/F
J. M. JACQUES
CONC. MON. (FND)
CONC. MON. (FND)
N 356739.83
E 657093.54
LOT 5
AREA = 30,200 S.F.
LOT 6
AREA = 30,007 S.F.
' j 1
..,.j_ 296.651
N 66-2121822 W
N /F
J M. JACQUES
PROPOSED MONUMENTATION (TYP.)
LOT 15
AREA =nnn F3,2S
LOT 11
AREA = 30,007 S.F.
5
S 26`21'43" W
7.01'
S 71 '15' 10" W
42.51'
N 26`21'43" E
7.12'
1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE
AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS
AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996.
THE TYPE OF SURVEY PERFORMED IS AN EASEMENT MAP
BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY
THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2,
2. THE INTENDED PURPOSE OF THIS PLAN IS TO DEPICT A CONSERVATION EASEMENT TO BE
DEEDED TO THE TOWN OF SOUTH WINDSOR OVER LAND OF MANCHESTER 1-84 ASSOCIATES.
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
LAWRENCE R. GEISSLER, JR. L.S. #12327
OPEN SPACE
AREA = 304,569 S.F.
TO BE DEEDED TO THE
TOWN OF SOUTH WINDSOR
LIMITS OF FEDERAL WETLANDS
LIMITS OF STATE WETLANDS
An' WFTI Amn RI IFFFR
40 0 40 80 120
SCALE: 1" = 40'
TOWN LINE
MON. (FND.)
N 356945.76
E 658358.88
LIMITS OF THE EASEMENT SHALL BE MONUMENTED ACCORDING TO
SECTION 12.2 D OF THE INLAND WETLANDS/WATERCOURSE AND
CONSERVATION REGULATIONS, ADDITIONALLY PERIMETERS SHALL
BE MARKED WITH ALUMINUM BOUNDARY MARKERS OF A TYPE
AND LOCATION DETERMINED BY THE TOWN OF SOUTH WINDSOR.
MAP REFERENCE:
"PLAN PREPARED FOR MANCHESTER 1-84 ASSOCIATES
DEMING & SLATER SOUTH WINDSOR, CT." SCALE 1 "=40' DATE 8/19/90
REV. 9/21 /90 BY FUSS & O'NEILL INC.
PROJ. MANAGER: JJu
o
CHIEF DESIGNER: SAL
EL
REVIEWED
BY
DATE
SURVEY
:�i
°-
SITE
o
STRUCTURAL
QJ
>�
w3
Z
U
REVISION DATE:
o
elf
6i
�
0 2/24/00
0
Q
o
a 3/07/00
0
A
L
DATUM: H: NAD 27 V: N/A
Ii
SCALE: 1 = 40
Ira & 0?4fKL HiCCwmatftW EMineers
146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040
3 (860) 646-2469
mmoQo
EASEMENT MAP ® CONSERVATION EASEMENT
PREPARED FOR
MANCHESTER 1-- 84 ASSOCIATES
POND ESTATES AT REDROCK
DEMING & SLATER ST. SOUTH WINDSOR, CONNECTICUT
JOB NUMBER PHASE DATE SHEET NO. 1 OF 1
86481 100 2/16/00
J: \DWG\P86\86481 \2000\CONSERVATION. DWG