HomeMy WebLinkAboutPlan 89-08P Admiral Moving & Storage r
37-1 37-34
i 37-16 \
37-42
PROPERTY OWNERS WITHIN 500' —7 37-14 7-4 \\
0-1
MAPAOT NO. ADDRESS OWNER (N/F) 37-13 37-18 �`�. Zoning Data Block
z7-12 C'ygp�� ;ZONE:37-01 ELLINGTON ROAD HIGGINS, ARJORIE . INDUSTRIAL37-02 EWNGTON ROAD MILKADMIE, MOVING H. ITEM REQUIRED ALLOWED PROVIDE37-03 420 ELi1NG70N ROAD ADMIRAL MOVINC Cp. 37-tz Ro,� \ � D
37-04 ELLINGTON ROAD ADMIRAL MOVING & STORAGE INC. 27-11
37-05 430 ELUNGTON ROAD CHRISTENSEN, EILEEN S. & PAUL L
37-06 454 ELLINGTON ROAD STEBEN, EDWARD R. & ZENA J.
37-07 435 CHAPEL ROAD BRADLEY, MORGAN J. 37-11
MORGAN37-20 Lot Area 20,000 s.f. 270,290 s.f.
37-09 415 CHAPEL ROAD BRADLEY ARLENE J. Lot Width 1�� ft. 3ii ft.
37-10 CH CHAPEL ROAD BRADLEY, MORGA W. 37-10 Lot Depth 1 00 ft 0$9 ft c,
37-11 CHAPEL ROAD BRADLEY, MORGAN J.
37-I1 CHAPEL ROAD YOUNG, INC ETJRICR W. & AUDREY A Building Height 40 ft. 1$ 9
37-13 CHAPEL ROAD VESHE CLAYT JR. 37-09 Building Coverage 40% 46.fi%
37-13 637 MAIN STREET MATHER, CLAYTAN D. & LOUISE C. t
37-15 339 CHAPEL ROAD MA7HER, ISJ. N A & RA A. C. 1 37_08 Front Yard 30 ft,
' 37-15 CHAPEL ROAD POt.A, LOU15 J. &BARBARA A. ! 27-14 `JO ft.
37-18 350 CHAPEL ROAD RISSELL COMMONS, SHARON £. R@ar Yard 25 ft. 25 ft.
37-21 CHAPEL ROAD CHAPS_ HILLRE INC. .- " `� _ 37-07 Side Yard
37-27 445 ELLINGTON
ROAD CHAPEL HILL REALLY INC. 37-06 1 0 ft. 15 ft.
37-27 431 ELLINGTON ROAD FARINELLA, JOSEPH L & ULUAN J. ' impervious Coverage fi5% $g,fit'
37-28 431 ELLINGTON ROAD SCHOFNER, 5TEPHEN F. � � �� i o o *note �.
37-29 411 ELLINGTON ROAD SCHOFNER, STEPHEN F. 37-03 f` ��� 37-05
37-30 395 ELLINGTON ROAD HIGGINS, ISABELLA P. _ _ _ Parking Spaces 21 21 *note 2.
37-31 395 EU.INGTON ROAD HIGGINS, ISABELLA P. r-- �� ��
37-34 CHAPEL ROAD POLA, LOUIS J. &BARBARA A
HONK '++(\�
37-42 CHAPEL ROAD HON JOSEPH A. & ANNA NOTES:` 37-04 37-27
37-49 CHAPEL ROAD BOTTICELLO, ANTHONY
27-11 417 CHAPEL ROAD YOUNG. FREDERICK W. & AUDREY A. `
27-12 273 CHAPEL ROAD P&D REALTY CO. 37-Q2 \ ''� f 1. ZBA variance ranted fora 30,000 s.f. addition on 9 1
27-14 CHAPEL ROAD VEILLEUX, RENE $8.f
48-08 LONG HILL ROAD HILT; HELEN v � � .� 2.Warehouse use: No additional employees, nor requirement for
37-28 I additional parking.
37-01
r 37-29 f
F0 P�
ON 46-08
37-30
\ 37-31
r
KEY MAP
SCALE: 1"=200'
ADMIRAL MOVING & STORAGE IN
420 LLINGTON OA SOU H WINDSOR CONNECTICU
Prepared
by
(203) 291 —8755
LAN
1
l
11 n j: Slyeetindex. South W �Om missi
� ng
rof r ®UTH WINDSOR �
r n C . TDB .. URE 5 I . COVER
■ � T Ff � � NAT SHEET
2 . PLOT PLAN
civil engineers planners surveyors
1170 ellington road (route 30), south Windsor, connecticut 06074 3 . GRADING SOIL EROSION &
SEDIMENTATION CONTROL PLAN
T�: 4. ARCHITECTURAL ELEVATIONS
u. DE:
Sheet I
- a Y
s+ �� 1540 SULLIVAN AVENUE • SOUT.WiNOSOq.CONN.06074
r4•,p tdrE AREA CODE 203/644-2511
27 April 1999
♦` Mr. Robert Milkle
Admiral Moving and Storage, Inc.
Ellington420 SouthWind Road
South
F
rat Appl. 189-0813, Admiral Moving & Storage Site Plan
420 Ellington Road
Gentlemen)
O' SIDE YARD N F we are pleased to advise that the Planning and Zoning Commission FREDERICK W. voted on April 25, 1989 to approve the above-referenced application
for site plan of development in accordance with drawing 11
& (undated), /2 (12-6-89 no revisions), and #3 (12-6-89 rev. 3-14-89)
A UDREY A. prepared by Design Professionals, Inc., Project Ito. 88-287, and
NI-F' \ YOUNG with the following modificational
�� Prior to commencement of any site work, a meeting must be
FREDERICK W. 1. held with Town Staff.
& 25' REAR YARD Q \ . NO building permits will be issued until the final mylars
AUDREY A. M -DOOR �� 2 have been filed In the Town Clerk's Office.
pT
^�
\\ YOUNG N� 0)� 3. This application is subject to the conditions of approval
*� of the Inland Wetlands Agency/Conservation Commission,
`1 \6' including a bond in the amount of $4,000.
4. An as-built plan is required prior to issuance of a
Certificate of Occupancy per Section 4.13.10 of the Zonin
REMOVE EXIST. FENCE Regulations. g
DOOR \� N/F 5. All plane used in the field by the developer must beer the
stamp and authorized signature of the Town of South
FROpOS 1r1r.r, N S. Windsor.
s/pCON (3pOSt FZtVo 400 \ 7�AUOlL L. 6 trap pine are to be placed at all property corners.
Zoe ' CHRISTENSEN 7 size and type of pipe used for the roof leader should be
shown on the plan.
EXISTING GRAVEL STORAGE AREA 00O \ li.18' 6. Details for the pavement should be shown on the plan.
�•. _ s,f
♦♦ f-4'IST ` = ♦ APPROX. LOCATION OF \ Black and white transparent mylars of Sheet #2 with the above
modifications: to ether with three blueprint copies of the entire
set o[ lane must be submitted to this Commmission within 30 days
/NG o INTERIOR LOADING DOCK q p p
eI//( �� ` DESIGNED BY OTHERS ;••; P
O/N /i _ to be stamped and signed. The letters of approval of this
G' �Z_ f� Commission, as well ao the Inland Wetlands Agency/Conservation
// �`► GF Commission, must be reproduced on the mylars.
OVERHEAD DOOR
DOOR "''✓� 4 �°Nc 4� After the mylars have been signed by the Commission, tile
y will be
n the Office of the Town Cl
returned to you for filing Ierk. After
filing these plans, a Capy of the receipt must be submitted to the
NG _: ,/ �= ` rY Planning Department.
/� PROPOSED BIT. CONC. O2 p4• \ \ very truly yours,
`� Pf
O8 ANMING AND ZONING COMMISSION
:•`' nQ',�
a , / r8^ `♦ c`" ,;^ 10' SIDE YARD
EXTERIOR
R / / `:� �(`,L Iloe...����1•`t!CeeeNE�/
4 a mond F. Hallowell Jr.
FLOOD LIGHT ♦ Chairman
R '
D _ 1$ R.C.P. ' _ ♦ � o a m r/ ` \\ cc 1 , Town Engineer
Pollution Control
J. Cold"", Chief Building official
E. Belleville, Assessor
o // a C7 N W. Lanning, Fire Marshal
♦k £ m e /�i� c �// V v0 M. Banach, Planning Director
RETENTION BASIN ♦ k/Sj \� o '! /h% 1\ ` Registrar of voters
*SEE SHEET 3 ` ING a •o //I' 0 ry Inland wetlands Agency/Conservation Commission
"040/% w Ate. �a �� � a� PLC File
♦` O/N�'' �@ 4 e // ¢ o / ry Engineer
Z Applicant
RIGHTS TO DRAIN AS
PER
\\ `�
VOLUME 315 PAGE 64.
AREA ❑F PARCE
rIt
125450 sq,
c
2.87 cc. 11&14
•0
\\
S 0' SIDE YARD '=
NIF
NIF NIFr \ `90 w OTHER LAN OF
ISABELLA P. `\ d' ♦\ RAL .MOVING & TORA GE INC.
HIGGINS ♦ MARJORIE H. MILKIE \
\ \ BENCH MARK
CONC. FLOOR ASSUMED ELEV 72.0
\ ` ♦ (SEE NOTE #2)
\ \♦ \� +
S tVti, 0YeSO 1-4U1- CUUICAC7t-_ ♦ 14,V♦ \
\
♦ �J 35' NT D
io
t 4 1540 SULLtVA1!AVEIFUE 50UiH WINDSOR.CONN,06074 P 1
AREA CODE 203/644,2511 G�'/S ,i
i
Al jP1 ♦ e/j/CD/ o �♦ � � 'off
VIP
APR 2 6 I98s r•
April 1s, 1909 ♦ � �� �,
DFS"N PROfESSTRAL; r,.c,
Admiral )loving s Storage, Inc. ♦ N58*31'07"E
420 Ellington Road ♦ 1.40'
South Windsor, CT 06074
' o
REt Application #09-08P - Admiral Moving S Storage, Inc. �
♦♦ / {�
REFERENCES: / � y
1. ADMIRAL MOVING do STORAGE, INC. PROPERTY OF MARJORIE MILKIE, LEGEND Dear Madam/Sirs
6. All approvals required must be obtained and submitted rior \
420 ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT; SCALE 1'=40'; any activity on the site. p to \` /
DATE: 10/11/83 PROJECT 83-63 SHEET 2 OF 2 REVISED 3/6/84; ID EXISTING MONUMENT At the April 17, 1989 meeting, Ills Inland Wetlands /
Agency/Conaervntian Commission approved with modifications an zWA/cc 7. A contact person shall be identified directly on the plans, v
LUCEK ENGINEERING ASSOCIATES, INC. • EXISTING IRON PIN permit for the construction of an addition located on the easterly
EXISTING CATCH BASIN AND PIPE side a£ Ellington Woad and southerly aide of Chapel Road, I zone. B. Consider alternate means of stabilization behind building
2. ADMIRAL MOVING do STORAGE. INC. .420 ELLINGTON ROAD, SOUTH WINDSOR. - because
� - PROPOSED CATCH BASIN AND PIPE The approval Le based upon plans prepared by Design Professionals, grass may not survive in that location.
CONNECTICUT; SITE CONSERVATION AND LANDSCAPE PLANS: SCALE 1"-40'; --•-�:r- Inc., 1170 Ellington Road, south Hlndsor, dated 12/6/eo.
DATE: 1/tUT; REVISED i/14/85; PAGE ENGINEERING INC. x287.3 EXISTING SPOT GRADE mile following modifications must be adhered to for title permit to be 9• Show stockpile on the plane if one is neceseary.
-- EXISTING CONTOUR AND ELEVATION valid: 10. verification a the detention basin capacity should be
300 PROPOSED CONTOUR AND ELEVATION 1. Black and white transparent mylars Of sheets III 3 o€ 4 with the provided to the Engineering Department.
above modifications and title letter reproduced thereon
together with two blueprint co ies of the entire set of plans,
NOTES: must be submitted to this Commission to be stamped and signed. Very truly yours,
1. PARCEL IS NOT IN THE 100 YEAR FLOOD ZONE. This must be completed within 65 days of approval prior to any 9d-4
constructiOtl activity on the site. John
2. VERTICAL DATUM AS PER REFERENCE J2. 2. Construction activities shall be subject to tlse approval of 6. John M. Moran, J g Chairman
the Town Engineer. Inland wetlands Agency/
JMMJr./pmm Conservation Commission
3. NO WETLANDS IN THE VICINITY OF IMPROVEMENTS.
3. The application shall indemnify and hold harmless the Town Of
South Windsor against any liability which might result from Enclosure
the proposed operation or use.
ccI Jerry Iazzetta, Town Engineer
4. We recommend a bond in the amount of $4,000 to be submitted to Marcia Sanach, Director ofPlanning its", of
Planning and Zoning Commission to ensure compliance with the John R. Collins, Chief Building Official
Erosion and Sedimentation Control Measures. A. Bowen Davies, Deputy Town Engineer 0p4a(� OF...Q�ryF*'+�
Raymond Ilallowell, Chairman, Planning 6 Zoning it
d�•- rr}
5. The permit is valid for one year and shall expire on April 25, Design Professionals, 1170 Ellington Road, S.W. y++�',
1990. '"
a. 1963
77
A''Arr..r.r.Nr~
�. UNLESS OTHERWISE NOTED, ExISTlNc UTILITY REVISIONS GRAPHIC SCALE •• {203) 291-8755 PROJECT (203) 528-4421 DRAWING TITLE SHEET
o n a I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP ■
LOCATIONS A5 SHOWN ARE BASED ON BEST AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 40 ° I 40 an
C AVAILABLE INFORMATION. ALL EXISTING UTILITIES / 5 31- R9 T'` + _ `- fir. - • ADDITION PLOT PLAN
Pv SHOULD BE FIELD vERIflED PRIOR TO CONSTRUCTION. CLASS A -2 SURVEY AS DEFINED !N THE "RECOMMENDED STANDARDS FOR e s i g n
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND
rnw 2
2. ALL U11UTIES ARE TO BE STAKED IN THE FIELD ADO P D BY•,THE:CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON � � �� � ° ° c ADMIRAL .MOVING & STORAGE, INC.
BY A LICENSED LAND SURVEYOR PRIOR TO SE B 13,, , AND EF JANUARY 1, 1987. 1 inch = 40 ro f e s s o n a I s , inc .. 420 ELLINGTON ROAD DRAWN BY DL JOB NO.: 88--287
CONSTRUCTION. `
3. THIS PLAN IS INVALID UNLESS IT BEARS THE _ 6-ZO-Sq 12882
IMPRESSION SEAL AND ORIGINAL SIGNATURE URVEYOR'S GNATURE DATE LTC. NO. ® civil engineers planners surveyors CHECKED B
SOUTH �YINDSOR, CONNECTICUT Y RJA RPM DATE.• DEC. 6, 1989
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP77ON BY 1170 e!lington road (route 30), south Windsor, Connecticut 06074 DRAyt�ING NO.: d. �admirol\88287
5 ru>z o>'South `f&id6Qlt_
1540 SULLIVAN AVENUE • SOUTH WINOSOR,CONN.06074 '
'tom ewe AREA CODE 203/644.2511
WIDTH VARIES � 4 r{,�,�
SURFACE COURSE-BITUMINOUS
\\ CONCRETE,CLASS April 19, 1999 APR 2 B 198y
DESIGN ARDlE55fDlf4E; 11:C
\ ''o RISEWPER FT,OR
7L II/ AS DIRECTED7 I%2 420iEllingtongRoadtnrage, Inc.
\ APl t,.• South Windsor, CT 06074
\ F � II i
tS REI Application 189-06P - Admiral Moving ►; Storage, Inc.
� 1
� 0 Dear Madam/Sirr
10' SIDE YARD NSF
\\ FR DE`tRICK TIP GRAVEL BASE At the April 17, 1989 meeting, the Inland Wetlands
LIMIT OF CONSTRUCTION 68, ` \ & DEPTH AFTER COMPACTION Permit for the construction of Agency/Conservation Commission a anradditi nh loa ted onotheaeasterly
PLACED IN TWO C,rOURES side of Ellington Road and southerly side of Chapel Road, I zone.
O The approval is based upon plans prepared by Design Professionals,
,��,� �� �♦ ,� A UDREY A. PP
1 /��.FREDERICK W. YOUNG CROSS SECTION Inc., 1170 Ellington Road, South Windsor, dated 12/6/88.
`
� 71 ! The following modifications must be adhered to for this permit to be
25' REAR YARD oo, �° ' \��� BITUMINOUS CONCRETE DRIVEWAY validl
AUDREY A. �7� DOOR \70 , �� WJ2 1. Black and white transparent mylars of sheets 1 3 of 4 with the
\ YOUNG 0' above modifications and this letter reproduced thereon
\ p� e \ \ '36 together with two blueprint copies of the entire set of plane,
Of IY All must be submitted to this Commission to be stamped and signed.
�` r Sj ! This must be completed within 65 days of a rovai rior to an
01 OOF ER \ 6 1 construction activity on the site. pp p y
LIMIT OF CONSTRUCTION 2. Construction activities shell be subject to the approval of
REMOVE EXIST. FENCE f g" qp 7Q
the Town Engineer.
\` t ® SYNTHETIC FILTER BARRIER 3. The aQplication shall indemnify and hold harmless the Town of 7t1 "
72 I t D0043 \ N/F South Windsor against any liability which might result from
/ proposed operation or use.
FO \ l \ t F ROp OIEN S. the
�t PVC SDR- �l p/,�Op •F Q$f�� 71.3 '� 4. We recommend a bond in the amount of $4,000 to be submitted to
CpN \ OS f4 \ r & Planning and Zoning Commission to ensure compliance with the
C fD /j/ ! PAUL L. Erosion and Sedimentation Control Measures.
)TF=66. I ADD �N
OWL=61.56 �`�` f � '` � 1 /70N, d8 � `\ \ r CHRISTENSEN 5 1The 990Permit is valid for one year and shall expire on April 25,
8)Ft=63.25 1 a+o 70_
0p �•18 EXIST. CB
S• 6. All approvals required must be obtained and submitted prior to
F V - 7c any activity on the site.
x/STIN APPROX. LOCATION O � 1� T.F.=70.01 I
r _ -66 `\ eD =6775 - o EXISTING GRAVEL STORAGE AREA INTERIOR LOADING DOCK F.L.=65.98(E) EXISTING 7. A contact person shall be identified directly on the plans.
S. Consider alternate means of stabilization behind building
-� _ /, -, DESIGNED BY OTHERS F.L.=ss.01(s)
_64- _ _ EFL=65. T/ - - ---- because grass may not survive in that location.
r - _ _ e FL=63.25 // `67 OVERHEAD DOOR �/ GF
/ 9. Show stockpile on the lane If on is necessary.
,FL=6324 /ie�' /, T P P ry.
/ /63' ._.. ..._ .� � � � � , 4 DOOR - �� /i �cnN �6
//0• .\\ F�, + �71_ ,/ Z: ` 10. Verification of the detention basin capacity should be
//• / / �- ---- _�~� _� \ //® /� �� FF/Sr/N ` p \`l83 2� fly provided to the Engineering Department.
61
CO PROPOSED BIT. CONC. p , \` Very truly yours,
/ \
\ t.
10 SIDE YARD
6O �t � C(/R /+� �: � EXTERIOR ,�� ' �9",4-
14� John M. Horan, Jr., Chairman
FLOOD LIGHT
Inland Wetlands Agency/
G Conservation Commission
.7HKJr./pmm
tt f fi///r/// // / / II iii I l I►I �� t'1 1I1 I tt t It t I, � 1�I g9°lw_ _ \k \ NCe�/t a` a `�`_a a\ ae ``a e //�S�s'/// '
EnclosureR. �`Z CC$ Jer
ry Iazzstta, Town EngineerFLARED E D{5") TF=66.I00 68 Hazci6 eanach, Director of Pla
nning=638FL=63.691 FL 0 1 John R. Collins, Chief Building Off ic 7�1ialRETENTION BASIN FL=63.00w '. A. Bowen Davies Deputy Town Engineer( � Raymond Hallowell, Chairman, Planning 6 Zoning/ Design Professionals, i170 Ellington Road, S.W.C� N
II J I� p f 64 t I III , t � '�` `\ / G
RIGHTS TO DRAIN AS PER o
VOLUME 315 PAGE 64. o
AREA OF PARCE
1 \� '68� ,?r,.' 12S450 sq. f-t,
2.87
/ 26\
- _ \
gg
SEEDING SCHEDULE - ` eU \
10' SIDE YARD '�, \ k0/N
ALL DISIUMMMO r IY/F nr
nRr_nr; tlor rnvrq t.AfJ09C/�r`D t;1JALL br_ LOAI+r_p uITt-r \\ \ ` 32� NIF `
A .4- t1I►ltrturT or TorsolL. sr..=D A5 i►lOIcti'Tr_D act-011. C011DITIoN *OIL ISABELLA P. ` .NIF `` \ 78�. `
ulTt4 rt:RT2L1Zt'R AtiD LIria9TONr_ As 1001CAJr-D oY wolL Tc9T'• HIGGINS �\ MARJORIE H. MILKTE Js w OTHER LAN OF
`� \ \ �' �'� RAL MOVING 8c TORA GE, INC.
rClttlntltalT' vccCTATIvr_ covt:Rr
OCC0It•1C DATr9t ArRIL I TO it-olC t tL EJCYTCjtDCR I TO OcIIDOEM 1
lrec TtJC T'DS_L01JIt1C nzr.'TtiRc OR couAL `
Am Ar ovcD aY T t II" ace I GN ctJc I rJc►_R I ` ' ` \�\\ \\ WENCH MARK
rR
`: � CONC. FLOOR ASSUMED ELEV 72.0
KctJTUC" nLUccRA9� As.a:: ` Y ~
CKccrItJC RCD rcwcuc ws.c+;: `'� �� \ �� � {SEE NOTE �2} /
` \\
_ r'1r.RCJJtdIAL I'CTCCI�Aw1 10.m: 10,
ArrLY 1--3 rot11J0S/1000 a.r.
\� ti� \ iJ 35' NT D
"itTr_nrORAR�I VCC=TATIVc ct7vrtcl .� ST/IWC
ur r- TT.Jtr rol.LoulNc GCCD OR r-011L �'
AA Arrnovr_o eY T t lc Dcs I c1l Lt 1C I NcerR= \\ "04D/NG
A/JfJt1AL R"S"cCRA99 1t10. 17J:: ' �� O
AT'^L'f t3 rQtUlt7ri/I�b4f 9.r. tJI'TlT nrtcl.tnrr_D T4A't' tuA-04
Ai 2 TOt-IA/ACRC. Ir ar-CDlt.ic 19 COrJDIjCTCD bCrORE: .ri.lfJc I. ADD
IS-,' r=R!_-1rJIAL MTCCRA99. "x
I. Set posts and 2, Staple the V
excavate a 66' mash fencing to!o
\ N5831'07"E
Angle poets upslope from posts. the end of the post. 1.4.0
5• up POST Fero
for stability Fencing ng\\I /
REFERENCES:
and sett--cleaning.
1. ADMIRAL MOVING at: STORAGE, INC. PROPERTY OF MARJORIE MiLKlE, LEGEND 12" Mtn.
420 ELLINGTON ROAD, SOUTH WINDSOR, CONNECTICUT; SCALE 1'=40%
DATE: 10/11/83 PROJECT 83-63 SHEET 2 OF 2 REVISED 3/6/84; o EXISTING MONUMENT ` - `�
LUCEK ENGINEERING ASSOCIATES, INC. • EXISTING IRON PIN
= = :K=& == EXISTING CATCH BASIN AND PIPE _ II I - I rtl[l lfl l- II`' `
2. ADMIRAL MOVING STORAGE, INC, 420 ELLINGTON ROAD, SOUTH W '= , � PROPOSED CATCH BASIN AND PIPE � � SEQUENCE OF CONSTRUCTION
CONNECTICUT; SITEE CONSERVATION AND LANDSCAPE PLANS; SCALE 1"=4040';
DATE: 1/12/85 REVISED 1/14/85; PAGE ENGINEERING INC. x 287.3 EXISTING SPOT GRADE
- -300- _ EXISTING CONTOUR AND ELEVATION 1. INSTALL SILT FENCE AROUND SITE PERIMETER OF CONSTRUCTION AREA,
300 PROPOSED CONTOUR AND ELEVATION 3. Attach filter fabric to 2. ROUGH GRADE AREA IN ViNCINITY OF ADDITION.
YNT H E T I C FILTER BARRIER the wire fencing and extend 4. Backfill the trench
NOTES; it into the trench. and compact the 3.BEGIN CONSTRUCTION OF BUILDING FOUNDATION.
excavated sal.
Filter 4.FINISH BUILDING FOUNDATION AND BUILDING UTILITIES.
1. PARCEL IS NOT IN THE 100 YEAR FLOOD ZONE. Fabric I I
5.FINISH GRADE AND INSTALL BITUMINOUS CONCRETE.
2. VERTICAL DATUM AS PER REFERENCE #2. I Compacted I B.I N S TA L L LOAM AND SEED.
3. NO WETLANDS IN THE VINCINITY OF IMPROVEMENTS. Backfill
_ 7, REMOVE SILT FENCE UPON STABILIZATION OF SOIL. 4013a++r++++�
1I I II 1I t I1=� I �I _ 444pF .cp-N
C
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
0• 963 I111 �e
a Fir TE91•�,f/
�` sJ At
' z4lo,rr><efti0
UNLESS OTHERWISE NOTED, EXISTING U71UTY REVISIONS f HEREBY DECLARE THAT THIS MAP 1S SUBSTANTIALLY CORRECT. THIS MAP GR.A,PHIC SOLE .. (203) 291-8755 PROJECT (203)528-4421 DRAWING TITLE
j to LOCATIONS AS SHOWN ARE BASED ON BEST ■ SHEET
a, AVAILABLE INFORMATION. ALL EXISTING UTILITIES I 3-14 -89 Revised per town wetland comments JD AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A 40 0 20 , ADDITION
CJrRADING, SOIL EROSION
o v SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2 3-14-89 Revised per town engineering comments JD CLASS A- 2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR 6mmmisil
wC SURVEYS AND MAPS W THE STATE OF CONNECTICUT' AS PREPARED AND ( IN FEET e s n ADMIRAL M.0 SEDIMENTATION CONTROL PLAN
0)CA Z. ALL UTILITIES ARE TO BE STAKED IN THE FIELD � 5-?!- 9 Rw.�•,_ ;,-,-: 7 ,,:v CCU ..,r...-: M r C AD TED BY THE NECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON �-o f e s s i o n a I s ' n C . MOVING �c SfiORAGE� INC.
3
BY A LICENSED LAND SURVEYOR PRIOR TO
Y CONSTRUCTION. S EMB 13, 19 4,1 AN EFFECTI .JANUARY 1, 1987. 12882 1 inch = 40 ft ® S DRAWN BY. DL JOB No.: 88-287
420 ELLINGTON ROAD
3. THIS"PLAN 15 INVALID UNLESS 1T BEARS THE � `7 DATE' DEC. 6 1989 4
IMPRESSION SEAL AND ORIGINAL SIGNATURE S R YOR'S SIGNA RE DATE LIC. NO. civil engineers • planners • surveyors SOUTH WINDS'OR CONNECfilCUT CHECKED RJA RPM ,
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1170 ellington road (route 30), south windsor, connecticut 06074 � B Y.DRAWING N0.: d-•\adm1ra/`88287