HomeMy WebLinkAbout98-42P_CHERYLS PRIDE & GROOM SITE OF DEVELOPMENT_SULLIVAN AVENUE7,
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SITE PLAN OF DE17ELOPMEN
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LOCATWH PLAN
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THESE DRANINI95 ARE THE PROPERTY OF VES16N FROFE59IONAL5, INCS., AND HAVE BEEN
PREPARM� 5PECIFICALLY FOR THE OKKER/APPLICANT FOR TH15 PROJEOT. THEY ARE NOT
TO BE L)SED FOR ANY OTHER FMP05E OR E3Y ANr OTHER PER50N OR PERSONS NOR
REPRODLlIC-EED IN ANY MANNER KTHOVr THE EXPRESS NRITTEN PERM15SION OF PE-516N
PROFESSIONALS. IW
THESE PLANS ARE IN\/ALID UNLE55 THEY 5EAR THE ORI&INAL SI&NATURE AND IMPRESSION SEAL
OF THE PR.OFE55IONAL EN61NEER OR 5MIVEY:OR�
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BES MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
BERLE ROAD
CHRIST] E
LANE
0
il: ROSEMARY
LJP All I -, �z n
0
E STREET
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prepared by.
C9e
rosfeigsnsionals, inc.
'I-" r-n-in-ers a Planners ir S-urveyors a ric
3 v., 10 %#"
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
015�11060)ffi
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PLANIMFTRICS
Landscape Architects - Development Consulting
Planning
ra Zoning Consulting
136 Simsbury Road
Avon, CT 06001
(860) 677-5267
Fax: (860) 674-2693
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KEY MAI?
SCALE 1"=200'
APPLICANT
CHERYL M. THORPE
0 -7 n C' I I I I I X / A k I A X /r-
0 / ZI 3ULLIV/AIN IAVr-.
SOUTH WINDSOR, CONNECTICUT 06074
TEL. (860) 644-1577'
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OWNER
JOHN J. & DELLA T. MITCHELL
A n %A/IKIMV "11 1 nr,)[%/r,
z+U YV 1 IN U I F1 I LL Ur\1 V r—
SOUTH WINDSOR, CONNECTICUT 06074
souv"tosoR
Df-?*T-
M.4P LOr
NIF ABUTTER LIST
100 8
1750 ELLINGTON RD.
RSK—KELKO, INC.
9
8 HANOVER LN.
LANE, KENNETI-1 G & GAIL C
10
16 HANOVER LN.
POLISCHAK, ALLAN & KATHLEEN
if
47 HILLSIDE DR.
STRATTON, CAROL A & MCMAHON
12
39 HILLSIDE DR.
KANIA JOHN & MARGARET 8. SURV
13
31 HILLSIDE OR.
WALLACE, THOMAS R., JR.
14
23 HILLSIDE DR.
L08URN, MICHAEL P.
15
15 HILLSIDE DR.
FRANCIONE, ARTHUR
16
7 HILLSIDE DR.
SHIN, YOUNG R. & rOOGIN GC
18
135 WOLC07-T HILL DR.
JOSEPHINE MAZZARELLA
WINDSOR, CT 06109
19
26 HILLSIDE DR.
ZALEGOWSKI SrANLEY & HELEN 8.
20
32 HILLSIDE DR.
ROSE, JON E. & L UCRECIA G SUR V,
21
42 HILLSIDE DR.
WALLACE, THOMAS R. & GRETA F.
22
54 HILLSIDE DR.
SrRICTLAND, WESLEY H.
23
4 S 7FEP RD.
2A TERKA, THEODOR R.
26
46 WOODPOND RD.
RONALD F. MARTN
WEST HARTFORD, CT 06107
27
46 WOODPOND RD.
RONALD F. MARTIN
WEST HARTFORD, cr 06107
37
9 9 E. CEN TER S T.
SOUTY WINDSOR DEVELPMENT CO.
MANCHESTER, CT 06040
37A
99 E, CENTER ST.
SOUTH WINDSOR DEVELPMENr CO.
MANCHESTER, CT 06040
39
47 TROY RD.
SEDA R, MA R Y J.
112 124
32 STEEP RD.
STEWARTSON, DONNA F.
125
PO 9OX 1075
REARDON, JAMES F
142
20 HANOVER LN.
ALBETSKI, ALLAN W. & LUCY A.
Zolft Wa fiWk
ZONE: GENERAL COMMERCIAL ZONE -GC
ITEM
REQUIRED/ALLOWED (GC)**
PROVIDED
Lot Area
15,000 sq. ft. min.
20,213s.f./O.46 cc.
Lot Width
100 ft. min.
100 ft.
Lot Depth
150 ft. min.
202 ft.
Lot Coverage
30% max.
8.8%
Impervious Coverage
65% max.
50.3%
Building Heighf
40 ft. (2 stories)
1 story
Front Yard
50 ff.
50 ft.
S i d Is- - Ya rd
-1-0---f f.
4.6? --- ff.*
* NOTE: VARIANCE GRANTED TO SECTION 10.2 AT THE JUNE 4, 1998
MEETING OF THE ZONING BOARD OF APPEALS, TO ALLOW A REDUCED
SIDE YARD TO 4' (OR 6' VARIANCE)
** NOTE: VARIANCE GRANTED TO SECTION 10.4.1 AT THE JUNE 4, 1998
MEETING OF THE ZONING BOARD OF APPEALS TO ALLOW A REDUCED BUFFER
WIDTH OF 15' (OR A 35' VARIANCE)
PARKING REQUIREMENTS:
RUII_DINQ, LJ,;F
ONE FAMILY DWELLINGS
PERSONALSHOP
1
2
Ll
Al—A6
RFnt IlRFn
2 sp/DWELLING UNIT
1 sp/200 s.f.
(1120 s.f. x 1 sp=5.6 sp)
onr),- +
SHEETINDEX
P.RnvinFn
3 spaces
6 spaces
COVER SHEET KEY MAP
SITE PLAN
LANDSCAPE PLAN
AF'RIL 1-7, 2000
ARCHITECTURAL PLANS RR.EEV: MAY 12, lqC161
REV: OCTOBER 1, IqC15
PATE: AU6UST 13, lclqa
SHEET 1
III
A
GENERAL NOTES:
iz*2 SULLIVAN AVIEN1, e - SOV711 0611-4
1.
ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
AAFA C00C 614
2.
HORIZONTAL DATUM BASED ON NAD 27. VERTICAL DATUM BASED ON NGVD 1929.
3.
PROPERTY IS PRESENTLY OWNED BY JOHN J. & DELLA T. MITCHELL.
4.
HOUSE & OUTBUILDING ARE NON -CONFORMING TO 'FRONT YARD AND SIDE YARD.
September22, 199d
5.
AREA OF PARCEL = 20,213 sq.ft. = 0.46 ac.
Nis Che-yi M Thoi
6.
EXISTING BROOK FLOWS INTO THE EXISTING CULVERT IN THE NORTHWEST CORNER OF THE PROPERTY
s6g suii van Avenue
South Viini:lsor, CT 06,174
AND IS PIPED UNDER HILLSIDE DRIVE AND SULLIVAN AVENUE WHERE IT EVENTUALLY DISCHARGES
INTO THE EXISTING WETLANDS ON THE SOUTHWESTERN SIDE OF SULLIVAN AVENUE.
VIA CERTIFIED MAIL
7.
PROPOSED PERMANENT BIOFILTER AREA TO BE COMPRISED OF THE FOLLOWING SEED MIXTURE:
Dear Ms. T�orpe:
(SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1)
R-u, Appil 498-42P, CVervl's pride Groom
PERENNIAL RYEGRASS 70%
We drt! plcasW tu advise y-.Iu that the Piannirk) & 7c-iing C,-urnmission voted on September 6, 1998 to
FESCUE 30%
apprcve vAth modifications tt�e aniove referenced aMication for a Special E%ciaptlolr, ana Ste Man of
APPLY 6 POUNDS PER 1,000 SQ.FT. OR 135 PUNDS PER ACRE
Development
I his approval Is for the consmiction of an aodinon on propert-v �ocated 93C Sullivan Avenue, GC zone
8.
ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS.
as shown on plans Drepared by uesign Professionals, )cb No. 98 1099 dated ALIgust 13, 1998, as
revised. This aporowa. 15 Subject to t17.0 fOADWIli modirKaW"IS
9.
THE ENTRANCE DRIVE TO THE PROPOSED PARKING LOT SHALL HAVE A 1 1/2" LIP AT HILLSIDE DRIVE.
1. Prix to commencemont of any site work., a meeting -inust be Wd witi Town StaFf.
2. No billtl:ng per7nit will De isi until we final raylars Nye been fl W. in the Tom Clerk,; office.
10.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3 Thil; alpoic*on is subject to the coriditions of aporoval of the Inland %iIIetlands
11.
FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
Agency/Conservation Commisuon, includry d bond in the amourn 4 $2,000�
AND/OR AGENT AND THE DESIGN ENGINEER.
4. An an-tuilt pian ii required pnorto issulancie of a camancateot occupancy w5ecuon 8 1.10of
tne Zoning Regulat1cm.
12.
MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
5. FooMg drains are rectuired Tf 4w bufldino has a basement.
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION
6. All placts used in the W by the developer must bw- the StanD and authOrind stignawre nif the
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,
Tovn of South Windsor
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
7. c"trwcw trao ano recycizibils gexrtiteia by the cotrimeraliiii opermon cannot be Included in
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
reSWerlbal trdbh
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
8. Fbe 15 11t buffer must meet dw Aandiwids of Sftrion 'i & 18 2
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING
FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON -COMBUSTIBLE; AND
9. The applicant must return to the Architecturia Design and Review conInikli (cr teiview f
BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
siyli viren tie aes:gr Ps complete; and also to rtvlemi any ad6tionat site i"nq if proposed.
10. TerTora-y constriction of easement is to be granteidl to dw Toym for the restoration of the brook
13.
ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
(work to take Nre juring site coristri.,aicin, 1 e. before drivemy is pe-vedl
FROM SITE, NOT BURIED.
11. All parli requinemerilt- rrust te met On Site of be accommodated wrtn'v!f-5treet DartrAli
14.
1 ITIl ITIFq AlZ nFPI(-TP-n ON] TPIq PI AN] APF TAVFN PPOKA AVAII ARI F INFORMATInN
Black and white trani_�Darent mylivis of Shept x2 w.th the abow modifications, tcgct,,er with three
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
bilmpript Inciplies of the entre set of plans mW be submitted to thils Commission with n 30 11 to be
-M,--
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
Stamped and sWsed. letters of approval of this Commission as well as the Inland Wetlands
Agwicy/Commirvation Curnission rri be reproduced cn the "rs
15.
THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
After ti-.e myLars have beer 5xyied by the commissiotin, they will be returned to you cr niliry in the
Office o(the Town Clerk. After filing these plans. a copyotthe weipt must be sutinuttedtoft
TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON HILLSIDE
Planning Decartmert.
DRIVE WHERE NECESSARY TO PREVENT DUST BUILD UP.
Very truly yodrS,
16.
WETLAND LIMITS DEPICTED HEREON WERE DELINEATED BY JOHN IANNI
RMNING & 71711NING COMMMION
AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC.
17.
APPROXIMATE SIGHT LINE DISTANCES WERE FIELD VERIFIED ON 6/30/98
Sue Lars", Secrado'
BY DESIGN PROFESSIONALS, INC.
51,tdtw
Attachment
18.
ALL EXTERIOR LIGHTING SHALL BE BUILDING- MOUNTED.
LL. Taw) Engineer
Chief Builcing Official
19.
THE..100-YEAR FLOODPLAIN DOES NOT EXIST WITHIN THE SITE.
Assessor
Superintendent of Pollutio-I Cuilti'd
20.
PROPOSED SIGN FACING SULLIVAN AVENUE SHALL BE "PRIVATE DRIVEWAY" SIGN.
Fire Mdrshal
21.
PROPOSED PAVEMENT MARKING "EMPLOYEE PARKING ONLY".
PROP. ANTI -TRACK PAD
22.
PROPOSED MITIGATION EFFORTS ALONG THE BROOK TO BE DETERMINED.
23.
SILT FENCE IS TO BE INSTALLED AS DEPICTED HEREON. EXIST.
PAVEMENT
MAP REFERENCES-
1. SUBDIVISION MAP - GRAHAM ESTATES, PROPERTY OF MURRAY HOMES, INC.,
SOUTH WINDSOR, CONNECTICUT. DATE: 4-12-59, REVISED TO 12-3-59,
SCALE 1"=40', SECTION 1 OF 4, BY FRED B. WHEELER.
1) r1nhIhIC('Tl('I IT CTATE: - L_lInl_lIiA1AV nr7IDADTKAC'I`\IT - PIO-WT r)F WAY KAAP
I I-) I r1% I I- I TI%JI I vv� I L/ L_ 1 ``1 % I Ivi L-1 4 1 1 . W. 11 - I I
TOWN 0 SOUTH WINDSOR, EAST WINDSOR HILL WAPPING ROAD FROM THE
HARTFORD - SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET, ROUTE NO. 194
SCALE 1"=40', DATE: AUGUST 31, 1933, NUMBER 132-02, SHEET 4 OF 4.
3. PROPERTY OF ANTHONY J. TOMASHUNAS, 938 SULLIVAN AVENUE, SOUTH WINDSOR,
CONNECTICUT, SCALE 1"=40', SEPTEMBER 1963, PLOT PLAN - HANS S. JENSEN.
(ON NLE AT THE SOUTH WINDSOR BUILDING DEPARTMENT)
I. SET POSTS AND 2- STAPLE THE SILT
ANGLE POSTS EXCAVATE A 6".6' TRENCH FENCING TO THE
5' UPSLOPE PnKT UPSLOPE FROM POSTS. 'zZII T END OF THE POST
FOR STABILITY FE-NEFNr
AND Sa F -
CLEANING.
g 12" MIN.
F
3. ATrACH FILTER FABRIC TO 4. BACII(FILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC _11 IT INTO THE TRENCH I THE EXCAVATED SOIL
BACKFILL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
N. T. S,
11
0
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
�9 cn
L"
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
(00
INFORMATION. ALL EXISTING UTILITIES SHOULD
1-1
rb
BE F-1 D I
Ut rItLU VERIFIED PRIOR TO CONS-1RUC`TON.
zo 6
0 �n
Z ALL UTILITIES ARE TO BE STAKED IN THE FIELD
Ln
BY A LICENSED LAND SURVEYOR PRIOR 10
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
1%
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGfNEER/SURVF_YOR.
HILLSIDE DRIVE
2- (COMPACTED) CLASS 2 BITUMINOLIS
CONCRETE SURFACE COURSE - M.04
7' (COMPACTED) PROCESSED
TRAPROCK BASE - M.05.01
Pat,
"8
6- (COMPACTED) PROCESSED GRAVEL
SUBBASE OVER COMPACTED SUBGRADE
-8-
(TRENCH BACKFILL) M.02 - GRAD.
TRENCH WIDTH
APPROVED BACKFILL PLACED AND
VARIES
COMPACTED IN 12" LAYERS
SEE TYPICAL
(OR AS OTHERWISE APPROVED)
TRENCH SECTION
NO STONE LARGER THAN 3-
NOTES:
SEC_nON
1. ALL MATERIALS ARE TO MEET FORM 814,
N T q
AS AMENDED.
TEMPORARY PAVEMENT
PATCH DETAIL
6" CT D.O.T. 2" STONE TO BE PLACED
OVER FILTER FABRIC MATERIAL
ANTI -TRACKING APRON
not to scale
EDGE OF PAVEMENT
SNE7" No. 19-7
*1 TY LIGH,,
8
4/17/00
ADD DUMPSTER,PAD & SCREEN; ANTI -TRACK PAD DETAIL
KMI
7
5/12/99
CHANGE WATER SERVICE LOCATION/ADD COVERED WALK WAY
MHA
6
10/7/96
ADD TEMP. CONSTRUCT10N EASEMENT
ELH
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
STATE OF CONNECTICUT` AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
1 nl�V Tn UnDl7n],ITAI Arr-I ID Ar1V
I IS A DEPENDENT TNL-.3U[A VL I ��IIF �MM I'li0i - F-INI-1 I - -VIN- I CLASS A-2 AND VERTICAL
ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
5
10-1-98
ADD APROVAL LETTERS
MHA
4
AUD SILT FENCE & DETAIL, NOTES. At MISAC. REV."S,
tL"
-
3
8/10/98
ADD SAN. SEWER & WATER
RJA
2
7/2/98
REVISED PROPOSED IMPROVEMENTS
ACCORDING TO FIELD TOPOGRAPHY
ELH
1
6/16/98
FIELD TOPOGRAPHY ADDED
ELH
NO.
DA TE
DESCRIPTION
BY
BARS 0 12"O.C.
-T d.
fitiIt? C'�/-
3540 51it I IVAN AVENUE SCVT H WiNDSCIA. C(INN, 06074
AREA CiJUE Z03164A.Z511
PAVEMENT 5- THICK 4000 #CONCRETE SLAB
\ SEE PLAN FOR DIMENSIONS
-Jept-
,Itdxr 2� 19Q8
Ms. Cheryl M. Tho"
00 0 0 93-3 Sullivan AY-znue
0 South Wivdvr, I,T W74
0
0 0 .0 0 0 0 0 0
C), 0
RE: Cher)I'A PrWe & Groom
COMPACTED SUBGRADE SOLIFff WINDSOIL CT
9" THICK Thv"-
PROCESSED STONE fte. South Wmaii Water Pollution Control Avthwt�. at I:$ ItgulAr Inrel.ngof September 1, 1998. give
DUMPSTER PAD DETAIL approved for the mimcrion ro Lne Town's scwtrdgc �V'siem ot & residentitillmim=ud building at 930
NOTTO SCALE itilliwas Avr-nuc. 45 -notc 5pocifiWiv shown on plitris cautkill 'Rc3urv.-y prepaind for, Cberyl M. Thorpc.
._'ri0S#Ihvan Aver= .-South WincboriCvnne�iicufo, tri, Design P(LAC33=313, im S0Uth*WIIIdW(
(',irinecricut. Job No. 98-1099-31WL 2n. Sitiv PLan. dated 51t'.99S. reii%cd 0136AI8 fRev h:,`1Z198iRev
21- md &NOM We%- 3), and sub)ect to the foltowrivir.
I Techal;nl apipfov&I of lie Town EnWearial Doputriwot
f 2 Arail Audivniv spipmvAl and &wq*anc44 dw satilitstry sewrrjW �.canc%uoa will be given crive
the -,ewcr I -me has been instx][W and inspoctind by the Town stalf, and ha-.ied upon the wriftim
ve-nifkdition of Lie Town stilf That said -;wtuu), wwar law *&s insWk-d In bubmnlutl
confortnitnee with the design plaw previou* %pMved h) (he Authi>ni(N and rric4tws )III Town
regulatiors ii appropniare technical spenricabong relAiing to s3m.tary ser.er
C) 3 C&I�cmllitjon o(si;wer mv_wwaitii to tie daferred poWing furlltier,�tudvvid �eviiew by lown staff.
TL-UPORARY CONS7RUCTION EASEAfENT
IN f -A VOR Of - THE TOWN OF 41 This approyal.tetW mM be itiKOmposed on the firal appro,63) plans
SOUTH WINDSOR PER Vvy tr* Y-S,
ITEM 10 11V 9122198 APPROVAL LETTER
Witilar Polholion Coire-vi Authority
NIF TH:rt
0c, Matthew (jitilij?A. Town MawWr
S TA NL E Y & HEL EN B. Michael I Gartick, Dire-.Iorof Public Warks
letr� Inueux. T3,wa Engmecir
ZA L EGO WSKI Mama Banacb. rhrector of PI mmng
John Collins. 0hiLf Buildilng Inspector
79_5Z'
7 _IDGE OF BROOK
117-11777KInI17-
31 L I F E_ I N %,.o E_
0 #4 (TYP.)
X. Wolcd.,S PROPOSED
WHI TF P,/VE- 17' BUFFER
P.R!gPOSED SPAC 16
EE NOTE 126
+ + 14 111
V00 I
+* +
+ +
PROP. 3'X6'
DUMPSTER ON
4'X8' DUMPSTER
PAD W/STOCKADE
FENCE SCREEN
TO BE REMOVED
I �!_\
All
.6
PROPOSED
3' DRIVEWAY NIF
WIDENING 10SEPHINE MA ZZA IYEL L A
Towf7 0/-'S0U1J1 `Di.,1144o�
1S** SULLIVAN AVIF-44,11i - SOUTR VV,"C%t_A`l CONN 061114
in AREA C0'711- AW I A" 2- 1 1
Augwt 24, 1998
Cerlafied Mail
Cneryl M. Thorpe
869 �ullivvin Avenue
South Windsor, C-1 05074
T)r.Ar M.s. Thorpe:
Re: Appi 098-42P, Cheryl's Pride and (iroom
At the August 17, 1948 %inii-tim trirt-tirg. �hr Inland Wrils4fifin
C4mmission appr(JIVed appli 111<4P,42P, C'h,-ryl M Tli�oryw IWA,'('( ii-mil rof III,
construt.tiont of a small clorrurtemaJ buj:ding and associated pariurg witht-) the
wetlands buffeT an property located at 1930 Sullivan Avenue. GC zone tAssessar's map
0'00, psycel 17) as shown on pijLns prepared by Design Professionals, Inc., Joh No
109Y and reinsed through Ajvst 10. 1998 Th,,s approval is iii fr ih-
-'Io-"-- 11tione
V, -LilK L;wz�l
I One blueprint wpy of thf! r.ii 4rt of Ishiin and tli,i% letley eprWhilf-mt 1`1r.rrini
must be submittec to this Cornausimon. Tinis must be completed within 05 cays (J
apprnval prior to any construcWn actiVilty an the site. Plans submitted to Planning
& Zoning Corntrussion shall be inonsidered having met this requirement
2. The appItcation shall indernnify and it Ati ti.1k TAii the 'Ifiwn of south Winc-,or
isgilunst any Italothity. which mighr rr-ti 1r,ini h,� privposed o7wrianon or une
3. The pernmit v val:d for five years ana shall expae it, August 17, 200 It is the
lanclovmerls)/applicant4s) responsibility to track expirattion dates and notify the
Commi3sion (if a rcncwat request ar. leasE 65 days prior to expiration
4. Al: approvals requu-ed must be cb-ained and submitted prior tr. any aii on the
site.
S. A contact person shall bei int-nilified on the plans.
6. We recomIrriend a brind in the amount of $2,000 be submitted to the Planning
Zoning Commission tD ensure compliance vAth the Erosion and Sedirrinntatton
Control Me2%ures
EAW/pmm
Cc: Chief Building Offific, 'a!
Planning & Zoning Commission
Town Engmeer
Design Professionals, In(.
LAYM / STREETS /
CROSS-CO(JNTRY PAVED AREAS
TOPSOIL & SOD OR SEED 7
4 - A
A
12- MIN,
1/2 D. PIPE
1/2 C.D. PIPE
PIPE
0.1.
Q�'1`TIt)KI
NOTE:
1. SEE STANDARD DETAIL FOR CLAY STOPS Iii
NECESSARY PG. A-46
2. FILTER FABRIC SHALL BE NONWOVEN
CLASS 2, WITH PERMITTIVITY OF
0,5 TO 01 SEC' AND ADS OF
0 43 rim TO 0.22mm AND SHALL
MEET AASHTO M288-96
Very -ruly yours,
INI-AND WETLAND' ; AGENCY i
CONSFIRVATION CnMM1,0*,,;10N
Elizabeth A. WarrM Chakmum
APPROVED GRANULAR NOW
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1) (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STARJTE SECTION
16-345� AS AMENDED, PLACED
12- (MIN.) TO 24' (MAX.) ABOVE
TOP OF PIPE.
-SAND BLANKET
PIPE, AS SPEOFIED
BROKEN TRAPROCK
FILTER FABRIC
TYPICAL SANITARY SEWER
TRENCH SEC11ON
NOT TO SCALE
PIPE - IN GROUND WATER
18 CEDAR
z
('V
(IV
/�c
X�� WIDTH Fl LEGEND
EX 8' CVtR&qFE)V 2 1/2- COMPACTED SURFACE COURSE-\
1-1/2" BITUMINOUS CONCRETE -CLASS 11 1/2" EXISTING MONUMENT
FYI"--,T1WC,' (-AT(-H PAI-'�INI AKIF) PIPP'
X 20' E�ERCRt-EIV
EXISTING SANITARY MANHOLE
NA�
EX. 16' EVERGREEN '44 EXISTING CONTOUR
CO x PROPOSEDSPOTGRADE
PROPOSED CONTOUR
CX 12 EIVERGREEN
EXISTING GAS VALVE
PROCESSED STONE
8" DEPTH AFTER COMPACTION SURFACE DRAINAGE FLOW DIRECTION
PLACED IN TWO COURSES
Al
PAVEMENT CROSS SECTION DETAIL i,: �,� HKUHU�>EU HEHMANEN I HIUF IL I EK AHLA
N.T.S. (SEE NOTE #7)
A WETLAND LIMIT AND FLAGGING
#4
860-291-8755
GRAPHIC SCALE 0 T E P L A H
20 .. .... I _(_1 A - -
20 ghq_%i^r% PRnPFRTY c,_1RVFY
TOPOGRAPHIC SURVEY
IN FEET Cyrof essionals, inc. DESIGN.- DRA WN.- E_� H CHECKf-D.- I?PM
I inch = 20 ft. 1 /06 A(O.: 98-1 .9 DA Tf -.- 811 J198
0 Civil Engineers - Planners - Surveyors - CIS
south satell;te road - south windsor connecticut 06074 DRAWNG NO: C.-1,10B198109.911099TSDWC
RESURVEY PREPARED FOR:
Chervl M_ Thnrnp
9730 SULLRVAN AVIENUIE
SOUTH WUNDSOR CONNECTICUT
SHEET
?A�
GENERAL NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL DATUM BASED ON NAD 27. VERTICAL DATUM BASED ON NGVD 1929.
3. PROPERTY IS PRESENTLY OWNED BY JOHN J. & DELLA T. MITCHELL.
4. HOUSE & OUTBUILDING ARE NON -CONFORMING TO FRONT YARD AND SIDE YARD.
5. AREA OF PARCEL = 20,213 sq.ft. = 0.46 cc.
6. EXISTING BROOK FLOWS INTO THE EXISTING CULVERT IN THE NORTHWEST CORNER OF THE PROPERTY
AND IS PIPED UNDER HILLSIDE DRIVE AND SULLIVAN AVENUE WERE IT EVENTUALLY DISCHARGES
INTO THE EXISTING WETLANDS ON THE SOUTHWESTERN SIDE OF SULLIVAN AVENUE.
7. PROPOSED PERMANENT BIOFILTER AREA TO BE COMPRISED OF THE FOLLOWING SEED MIXTURE:
(SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1)
PERENNIAL RYEGRASS 70%
FESCUE 30%
APPLY 3 POUNDS PER 1,000 SQ.FT. OR 135 PUNDS PER ACRE
8. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS.
9. THE ENTRANCE DRIVE TO THE PROPOSED PARKING LOT SHALL HAVE A 1 1/2- LIP AT HILLSIDE DRIVE.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
11. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
12. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
'CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATlNG
FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON -COMBUSTIBLE; AND
BULKY RUBBISH OR REFUSE. INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
13. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
FROM SITE, NOT BURIED.
14. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
15. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON HILLSIDE
DRIVE MERE NECESSARY TO PREVENT DUST BUILD UP.
16. WETLAND LIMITS DEPICTED HEREON WERE DELINEATED BY JOHN IANNI
AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC.
17. APPROXIMATE SIGHT LINE DISTANCES WERE FIELD VERIFIED ON 6/30/98
BY DESIGN PROFESSIONALS, INC.
18. ALL EXTERIOR LIGHTING SHALL BE BUILDING -MOUNTED.
19. THE 100-YEAR FLOODPLAIN DOES NOT EXIST WITHIN THE SITE.
20. PROPOSED SIGN FACING SULLIVAN AVENUE SHALL BE "PRIVATE DRIVEWAY" SIGN.
MAP REFERENCES.
1. SUBDIVISION MAP - GRAHAM ESTATES, PROPERTY OF MURRAY HOMES, INC.,
SOUTH WINDSOR, CONNECTICUT. DATE: 4-12-59, REVISED TO 12-3-59,
SCALE 1"=40', SECTION 1 OF 4, BY FRED B. WHEELER.
2. CONNECTICUT STATE HIGHWAY DEPARTMENT - RIGHT OF WAY MAP,
TOWN OF SOUTH WINDSOR, EAST WINDSOR HILL - WAPPING ROAD FROM THE
HARTFORD - SPRINGFIELD ROAD SOUTHEASTERLY ABOUT 12,500 FEET, ROUTE NO. 194
SCALE 1"=40', DATE: AUGUST 31, 1933, NUMBER 132-02, SHEET 4 OF 4.
3. PROPERTY OF ANTHONY J. TOMASHUNAS, 938 SULLIVAN AVENUE, SOUTH WINDSOR,
CONNECTICUT, SCALE 1"=40', SEPTEMBER 1963, PLOT PLAN - HANS S. JENSEN.
(ON FILE AT THE SOUTH WINDSOR BUILDING DEPARTMENT)
1-7
or- -ro?-_-�Oil
IN-1
Tree Planting
Z'/7
C7jZ_
-'I- -
iF"-0,-, \,Vl
04� 1
51 V56_RA_I>e
-i0i N x
-41�� 4 .4
4,
R
k
N_
A,
4
�j
4� V_t
'a _< X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
6- 11 U
C4 M LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
0) Ln
1� 2 INFORMATION. ALL EXISTING UTILITIES SHOULD
L4 N) BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
�0 F-1
�0 Ch
0 Ln 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
Ln BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION. 2 4/17/00 ADD DUMPSTER, PAD SCREEN KMI
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 10/1/98 MISC REV*S & RESCALE SECTION PROFILES MHA
IMPRESSION SEAL AND ORIGINAL SIGNATURE
nU TUC' t 10%IrVr)D r) A TV nrqrPiPpnN R'r
- I'll PROFESSIONAL E_N1GINE_ER//_ -1- 1 - - I'll 11-1. _.
- - -0- _.�, �,
15 THUJA OCCIDENTALIS' EMERALD EMERALD ARBORVITAE
4'-5' HEIGHT (CONTAINER GROWN)
rZ1)
SAIET No. 1,93
W17�� t16PT
NIF
STANLEY & HELEN H.
ZA L EGO WSKI
Q_/
C� I',
EDGE OF BROOK
E-Y WOODS Ey.
W-1. PINE'
N
PROP. SX6'
DUMPSTER ON -01AIeS
4'XB' DUMPSTER
PAD W/STOCKADE
FENCE SCREEN
)SE6
KIAI:�'
)0.2
G
NIF
G)
/14� JOSEPHINE MA ZZA REL L A
A:
PROPOSED
3' ORIVIEWAY
/kDENING
EX
.� 18' CEDAR
EX, 8" EVERGREEN
20" EVERGREEN
EX. 16' EVERGREEN
EX. 24- A,(APLE
EX '12- EVERGREEN
E ' '24' A,(APLE�
X
'46
.4
41
0
A
Cxy&
'fok
GRAPHIC SCA1,E r,
A
20 0 10 20 40 4L Planimetn*cs
IN FEET Mwiltmftics, LLP RlvercWe Fawns
1 inch = 20 ft. 136 Simsbury krmd, Avon, C-1 06W I
Tax: 860--674-Z693 860-677-5267 i
Lawn Seeding—.
1 All areas disturbed by construction not otherwise paved or planted shall be seeded at the following ratv,�
A. For seedinq between May Ist and August 15th
Lawn seed- 6 lbs/1000 S F
Creeping red fesuie 35 pans
Ctw.-wings rW k--,cue 20 parts
Kentucky 31 tall fescue 20 parts
Domestic rye grass 25 parts
B. For seedi rig any offler tirnie of year,
I -awn seed t9 Ibs,11000 S F
Creeping red fescue 35 pans
Chowings red fescue 20 parts
Kentucky 31 tall fescue 15 part%
Baran bluegrass 20 parts
Rough bluegrass 10 parft
2. All areas to be seeded shall be hrrwd and fertilized as follows
Ground Iimeslone� 100lbs/1000S.F
Cornriniercialferblizer: 20lbs11000S.F_
Nitrogen 10%,
Phosphoric OCW 6%
Potash 4%
*At least 50% of the nitroW sholli be from organic sources
3. Seeding shall occur upon CorripNOW of planting and conshruction no matter the time of year The contractor may
be requirred to re -seed -until 11he lawn is established
Planting Notes
1 The contracicir shall provide a ininimurn of 6" screened topsoil to all propo&ed lawn areas.
2. All areas 6isturDed by con3truction shall be seeded with seed mix (see 'Lawn Seeding' below)
3 Theire shall be no substitutions o'plant rnaterlail without prIor approval of tM landscape architect. The landscape architcc*. st-all
approve the placen-4prit of all plark material before Installation The contractor sha�l give atloast4fl hours not" to the
landscape architect of the expected date of Inglailation.
4 Planting of trees and shrubs shall be as follows:
Soil rnix shall be carefully worked around baK
Soak the sell rrix below and around bottom of ball. When hole is half full of soil inx, soak again.
Fill hole coWlefely vAth soil rilix and soak again
5. Soil preparation of perennial beds shall bo as follows
The contractor "I remove tw)gs and roots, aod stones over 2' in d;smeta. arid shelf incorporate cornposted manure !o a
depth of at least 12'.
Bulb plailling areas shall be treated with ^Bulb Booster* (or equal) per manufacturer's instruchwis
Perennials and bulbz 6hall be mulched with 2' of finely shredded pine bark rnulcI,.
DEsIGN.- RA I DRA WN.- MHA I CHECKED.- RA
,JOS NO..- 98-1099 DATE., 8-12-98
4 I)RA WVr NO - /OP IQR 10 Q 9 /10 Q Q1 P f ) Wr,
LEGEND
0
EXISTING MONUMENT
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE
EXISTING CONTOUR
X 94.51
PROPOSED SPOT GRADE
PROPOSED CONTOUR
EXISTING GAS VALVE
SURFACE DRAINAGE FLOW DIRECTION
PROPOSED ARBORVITAE TO BE PLANTED
PROPOSED PERMANENT BIOFILTER AREA
(SEE NOTE #7)
A A A WETLAND LIMIT AND FLAGGING
#4
RESURVEY PREPARED FOR:
r"I
Cheryl M. Inorpe
930 SULLRVAN AVIENUIE
SOUTH WINDSOR CONNECTICUT
SHEET
L I I/