HomeMy WebLinkAbout06-44P_QUALITY PAVING SITE PLAN_STRONG ROADprepared by.
esign
rofessionals, inc.'
Icivil engineers • planners • surveyors
landscape architects • gis • gps
425 SULLIVAN AVE.
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
www.designprofessionalsinc.com
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DESIGN PROFESSIONALS, INC.
LOCATION MAP
SCALE: 1"=3000'
'T
11011*1
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
KE'
1'
96-27
SOUTH WINDSOR
PLANNING DEPT.
QUALITY PAVING
SITE PLAN
• ITI L(I o, (K11 1 1, 1 LCO, NZ EEDI
pwn/%9
EAST WINDSOR, CT 06088 `v
PHONE: (860) 690-6510
FAX: (860) 292-1 103 '
97-10
SOUTH WINDSOR
N/F PROPERTY OWNER(S) WITHIN 5000
MAP
LOT
NAME
MAILING ADDRESS
96
12
R L R INVESTMENTS LLC
PO BOX 8000
WILLMINGTON, OH 45177
96
13
QUALITY PAVING CO, INC
194 SOUTH MAIN ST
EAST WINDSOR, CT 06088
96
14
KNAFEL, GLEN A
119 RTE 81
HIGGANUM, CT 06441
96
15
CHARETTE, LAURIE A & KEVIN J
100 STRONG ROAD
96
11
SHADY BROOK ASSOCIATION LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-1
SB01 LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-2
SHADY BROOK ASSOCIATION LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-3
LAKSHMIPATHIAH. KANTAPPA &
25 BAILEY CIRCLE
LAKSHMIPATHY, NALINI
96
11-4
GAGNON, CONRAD & MARIELLE
35 BAILEY CIRCLE
96
11-5
YACAVONE, JOSEPH F & SALVATRICE A
44 BAILEY CIRCLE
96
11-6
SS06 LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-7
EDEN, DENNIS H & BEATRICE B
51 BAILEY CIRCLE
96
11-8
HURLEY, JOHN P & BEVERLEY E
59 BAILEY CIRCLE
96
11-9
CHASSE, JEANNE D
63 BAILEY CIRLCE
96
11-10
SOUCY, GILBERT C & CARMELLA L
71 BAILEY CIRCLE
96
11-11
SB11 LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-12
MYERS, LAURETTA J
85 BAILEY CIRCLE
96
11-13
KISSEL, JOHN C & ANN MARIE
82 BAILEY CIRCLE
96
11-14
DUBIEL, ROGER E JR & SANDRA
74 BAILEY CIRCLE
96
11-15
BRADSHAW, JOHN E JR & PATRICA
66 BAILEY CIRCLE
96
11-16
MCLEAN, HUGH C
58 BAILEY CIRCLE
96
11-17
SHADY BROOK ASSOCIATION LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-18
ROUGHAN, MARGARET G
20 BAILEY CIRCLE
96
11-19
SHADY BROOK ASSOCIATION LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
11-20
SHADY BROOK ASSOCIATION LLC
475 TALCOTTVILLE ROAD
VERNON, CT 06066
96
16
BIRON, DARYL
90 STRONG ROAD
96
17
GIARD, BARBARA J
80 STRONG ROAD
96
20
GREEN, DEREK & JILLIAN
72 FUNEUIL STREET
WINDSOR, CT 06095
96
21
DANG, HAI K
6 BANCROFT LANE
96
22
AUGUSTINE, JOBI M & ANNIE
14 BANCROFT LANE
96
23
CLATO—DAY, WILLIAM J & SANDRA C
23 GORSKI DRIVE
96
24
PONIATOWSKI, ANDREW & KRISTEN E
17 GORSKI DRIVE
96
25
CLEMENS, PAUL & AMY
3 COVINGTON STREET
NEW BRITAIN, CT 06053
96
26
LILLIS, JOHN & KAREN
29 THE LAURELS
ENFIELD, CT 06082
96
27
DIACUMSKI, STANLEY & ANIELA TRUSTEES
20 GORSKI DRIVE
96
62
M J LINDSEY LIMITED LLC
170 STRONG ROAD
96
63
SOUTH WINDSOR LAND CONS TR INC
PO BOX 415
E WINDSOR, CT 06028
97
10
CMS VENTURES LLC
220 STRONG ROAD
84
10
RODRIGUES, MARIA E
39 GORSKI DRIVE
84
17
MCCULLOUGH, RONALD W & KATARZYNA
126 STEEP ROAD
84
18
OCHOTORENE, CONCEPCION C
28 BANCROFT LANE
84
19
MANEELEY. JOANNE
15 BANCROFT LANE
84
20
FOREST VILLAGE ASSOCIATES LLC
95 RYE ST
E WINDSOR, CT 06088
84
21
FOREST VILLAGE ASSOCIATES LLC
95NRYE ST
CT 06088
84
40
LAVALLEE, ROBERT & PAULINE
151 STRONG ROAD
84
41
LAVALLEE, ROBERT & PAULINE
151 STRONG ROAD
84
42
MITCHELL PROPERTY GROUP LLC
90 BROOKFIELD STREET
84
43
MITCHELL PROPERTY GROUP LLC
90 BROOKFIELD STREET
Zoning Data Bloch
ZONE: INDUSTRAIL (1)
ITEM
REQUIRED/ALLOWED
PROVIDED
Minimum Lot Area
20,000 SF.
53,329t SF.
Minimum Lot Width
100 FT.
276t FT.
Minimum Lot Depth
150 FT.
250t FT.
Front Yard
35 FT.
98.3 FT.
Rear Yard
25 FT.
91.7 FT.
Side Yard
10 FT.
26 FT.
Lot Coverage
50% MAX
4.7%
Impervious Coverage
65% MAX
49.1%
Parking
10*
11 sp.
Max. Building Height
40 FT.
25 FT
*Parking Calculations: Warehouse: 1sp/1250 SF + 1sp/employee= 2 sp.+ 8 sp.= 10 sp.
1
2
3
4
L1
SHEET INDEX
COVER SHEET/KEY MAP
LOCATION MAP/ZONING DATA BLOCK
PLOT PLAN
TOPOGRAPHIC/EROSION
DETAILS
LANDSCAPE PLAN
CONTROL PLAN
REV. APRIL 18, 2008
REV. NOVEMBER 3, 2006
REV: OCTOBER 18, 2006
REV. OCTOBER 10, 2006
REV. SEPTEMBER 27, 2006
DATE: AUGUST 30, 2006
SHEET 1
k
G: \JOBS\2147\2147—cover
LEGEND
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N a f e I W F 074
# 1 �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 5�,��d04 �a 4S 1540 SULLIVAN AVENUE • TELEPHONE (860) 64SOUTH WINDSOR. CT4-2511
�1atoa co" TELEPHONE (860) 644-2511
• IRON PIN TO BE SET
O EXISTING IRON PIN
CERTIFIED MAIL 7004 1160 00021060 4558
■ MONUMENT TO BE SET OP. CONC. WF#16 October13,2006
o EXISTING MONUMENT 1.5" iron pin found S 50.02'26" E � BLOCKS October 25,2006
.07' from corner 5.0' 5.0' Certified #7002046000019744255t3
Karen Issherwood, P.E.
e EXISTING UTILITY POLE min-'`�/ �� °y�0101��' Inc.
I`lin, Design Professionals, Inc. Design 6 Attn: Ms. Karen Isherwood PO Box 1167
6 P.O. Box 1167 South Windsor, CT 06UT4
EXISTING CATCH BASIN AND PIPE Q) 6° .0 3>> 425 Sullivan Avenue
4N / '' _ , 1 9 y ,(� South Windsor, CT 06074
EXISTING SANITARY MANHOLE AND PIPE v
W WATER LATERAL RE. Lane, I Industrial zoneuality Paving site plan, property located northerly of Bancroft RE: Appl06-44P, Quality Paving- request on property located
4= REA R CRUSH O SURFACE DRAINAGE FLOW DIRECTION M CK ES) _ WF#17
Dear Mrs. Isherwood: We are pleased to advise you that the Planning & Zoning Commission voted on October 24, 2006 to approve
EXISTING TR E E LI N E CA 4. 3� At the October 4, 2006 regular meeting, the Inland Wetlands Agency/Conservation with modifications the above referenced application for a Site Plan of Development.
PROPOSED TR E E L I N E Commission approved with conditions application /106-44P - Quality Paving site plan - This approval is for the site plan of development of approximately a 2,520 sf facility on property located on the
Strong Road - Inland Wetland/Conservation Commission application to construct an northerly side of Strong Road, and westerly of John Fitch Boulevard (LOU Strong Road), I zone as shown on
-� EXISTING PROPERTY LINE _ / / ti \ \ Industrial building, parking, stormwater structures, and associated improvements on plans prepared by Design Professinas, Inc, Job No. 2147 dated October 10, 2006, as revised. This approval is
r 1, l -r r n I l IN l r n n n li property located northerly of Bancroft Lane. I Industrial zone. This approval is subject to suhiecttothefollowingmodifications:
- - - REGULATED 80' UPLAND REVIEW AREA i 2S, �/-'� ULIN 1 try Lllvt DMUUr\ -
5/8" Iron pin found 1.09' east of line the following conditions:
INLAND WETLANDS `/ 1. Prior to commencement of any site work, a meeting must be held with Town Staff.
\ / 1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
�°� 91 7 ! AREA TO BE BIT. PAVE must be submitted to this Commission. This must be completed within 65 days 2. No building permit vnU be issued until the final mylars have been filed in the Town Clerk's office.
(tom of approval prior to any construction activity on the site. Plans submitted to
� , \ Planning &Zonin Commission shall be considered having met this requirement. 3• T�application issubject tothe conditions ofapproval ofthe lnland WetlandsAgcncy/Conservalion
PROPOSED SCREENED D U M P S TE R PAD (SEE DETAIL) / 4 (3 0 X50) _ g g g Commission, including a bond in the amount of $2,000 to ensure compliance with the erosion and
/ ¢` Moir,2. The application shall indemnify and hold harmless the Town of South Windsor sedimentation -control measures and abond in the amount of$3,000 to ensure establishment of the
WFagainst any liability, which might result from the proposed operation or use. stormwater system.
1'�
3. The permit is valid for five years and shall expire on October 4, 2011. It is the4. A land.4capcbond in dpe amount of $Z,000 is required and must be submitted prior to io my ors.
II IIWF 1 land owner(s)/applicant(s) responsibility to track expiration dates and notify the 5. All bonds must be in one of the forms described in the enclosed Bond Policy.
Q V L I _ P I N G C O . , IN • # \ 1/1/F # 0 ACTUAL BOUNDARY LINE Commission of a renewal request at least 65 days prior to expiration. 6 Anas_built lapis prior Certificate g
p required p Occupancy per Section S.1.11 of the Zoning
3 2 9 ± S S. F • 4. All approvals required must be obtained and submitted prior to any activity on the Regulations.
Eq IS THE CENTER 1-INE OF site.
L� Q l^I 1. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
; _ I ` "' • THE R R o n K 5. A contact person shall be identified on the plans. South Windsor.
I- C, h a r e t t e , La u r i e IJC. K e v i n V , 0' Sp RK 1 ��'9� \ 8. The building street number must be included on the final plan.
6. We recommend a bond in the amount of $2,000 be submitted to the Planning & 9. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
\ K # 21 Zoning Commission to ensure compliance with the erosion and sedimentation
PROPOSED \ control measures. 10. All freestanding signs and/or building signs require the issuanceof a sign permit before they are erected.
DUM PSTER PAD 7. We recommend a bond in the amount of $3,000 be submitted to the Planning & 11. This approval is for a cold storage building only. If in the future the use of the building changes such that
F #2 2 Zoning Commission to ensure establishment of the stormwater system. required, y pro y
D � 9 water and sanitary facilities are aired, the must be provided. Water Pollution Contra! Authority
(SEE DETAIL) > approval is required for any sewer installation.
S. Shift the energy dissipater off of the adjacent property.
12. The Town Engineer's review comments dated October 6, 2006, must be addressed to the Town Engineer's
(� \gip \ 9. The operation and maintenance schedule to be revised on the plans to state satisfaetion.
1
S ��� \ there will be monthly inspections of the sump area and cleaning when necessary.
� • O � � \ �,� \ 13. Dumpster pad must be screened or enclosed to ensure adequate containment of trash.
Ill. AUU Sll)IIFf prlUl tV tI1C paVFiIIIICIIt VII the alil.CJJ drive which liVl I I� located un a IC Yr•^cSa
^ / P P. Q- side of the property. 14. Storage trailer must be removed from the site,
I
,O\ / AREA TO BE BIT. PAVEMENT 11. Revise the amount of upland review area to be disturbed in order to 15. All site Hgbdngmust have fill] cutoff fixtures. A cut sheet showing the proposed wall fixtures must be
BLDG ON
/ SLAB accommodate the relocation of the gravel storage bins as required in the zoning submitted to the PlarmioglJepartment.
Q) OQ �(IV regulations. 16. The eastem driveway is limited to entrance only; the west driveway is limited to exit only.
"Y) 2,520 SF.
C V- • / (� F F: 6 9.00 I M ITS O F \ W 2 Very truly yours, 17. Additional buffer plantings must be. added in the southeast comer of the site to screen outdoor storage.
� Q \ 18. The stockade fence must be vinyl or equivalent subject to staff approval.
J /O OQ� Q ���0 G VEL ARE Black and white transparent mylars of Sheet 4f2 with the above modifications, to with three blueprint
^ / 0 Elizabeth A. Warren, Chairperson Pa Y together tod t
V (v INLAND WETLANDS AGENCY/ copies of the entire set of plans (including architcchrral cicvations and landscaping plans) must be submitted to
/ Q GJ� �O PRO LIGH G CONSERVATION COMMISSION this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
\ Q ` as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.
2 O, EW:dr
Ov �/� HT 1 . f 1 , After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
/ \ (WALL M NTE ` \ cc: Chief Building Official Town Clerk. After filing these plans, a copy ofthe receipt must be submitted to the Planning Department.
\ FULL CUT- FF 1 Quality Paving Co., Inc. Sincerely,
/ \ FLOOD LIG T, TYP. 1 R.L.R.
p
80' REGULATED N F R. L. R. I n v e s tme n t s , L L C
r / Patrick Kennedy, Chairmen
3 \ UPLAND REVIEW I WF2
t Planning and Zoning Commission
AREA TO B \ AREA
GRAVEL \ \
VVI- Z o
/ Q N
\ / 0 cello $�0, \ / -��N CENTER LINE BROOK
SNET #3047
E�jST9 8. _ pd�es> \ / #2
41,
iron pin found S 16'32t4,4' E
.92' from corner .
qs MgIN % 50 BUFFER AREA TO BE
PROPOSED 120'- 6' GRAVEL
� I
VINYL FENCE (OR /
� EXIT ONLY N 1 7 �I 2, EQUIVALENT) \ / WF 27
\ W.V. \ � 00 � Y.
/ W
25' ROW TO THE TOWN OF /° R = 25�
SOUTH WINDSOR 6 e boon
EX. CB tiYq W.V. �� 16 -9a/ yen/err �6 19A ACTUAL BOUNDARY LINE
TF: 70.72 AGE 3 na ° xp / Q IS THE CENTER LINE OF
INV: 64.69(15" RCP(E)) I �� �F - °k
I ��3��`�`J F 30 THE BROOK
\ PPS ,�\ W,
Q �
9V. CENTER LINE BROOK
EX. CB \ \\ -
TF:70.55 R-35
/ INV: 64.05(15 RCP(S)) \ -� '
/ INV: 64.84(l5" RCP W �� c `
l RCP(W)) �� , ENTRANCE ONLY W k� # 1 15" FE
INV: 62.33
q�g0 WF 4
EX. CB
WF#33
TF: 67.19
ESM H
3 INV:62.85(15" CPP (S))
TF:71.70 \ \ I / INV: 62.65(15" CPP(NE))
// I► SNE*T-#3048
INV:61.05 \0 \� - INV: 62.76(10" PVC(E))
' I
HEADWALL
SURVEY NOTES.•
INV: (15 )63.94 \
1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 r)\Awl :-p /ADDI If`/1nIT•
THROUGH 20-JOGS-20 OF THE REGULATIONS OF CONNECTICUT AGENCIES - 'STANDARDS FOR v ry 1 -4�T 1 LI V!-NI '4 I .
SURVEYS AND MAPS IN THE STA TE OF CONNECTICUT" PREPARED AND ADOPTED BY THE K EVI N C HAR ETTE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. QUALITY PAVING, CO., INC.
194 SOUTH MAIN ST.
IT IS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY �4- \
T I OR CT 06088
CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. EAS W NDS ,
THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY PHONE: (8 60) 69 0 - 6510
OF THE SUBJECT PARCEL.
FAX: (860) 292-1 103
Zo{x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
GRAPHIC SCALE
m
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
20 0 10 20 40
4
4/18/08
REV. PER TOWN COMMENTS
JAS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
'
3
11/3/06
PER TOWN COMMENTS
JAU
BY A LICENSED LAND SURVEYOR PRIOR TO
IN FEET }
2
10/10/06
PER TOWN COMMENTS
JAU
CONSTRUCTION.
1 inch = 20 ft.
3. THIS THIS PLAN IS INVALID UNLESS IT BEARS THE
1
9/27/06
PER TOWN COMMENTS
JAU
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
LAWRENCE R. GEISSLER, JR., LS. #12324
NO.
j DATE
DESCRIPTION
BY
PK/bmm
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Hire Marshal
Quality Paving Co., Inc.
NOTES:
1. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART
OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON.
2. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY
AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED.
3. STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN.
4. BEARINGS AS DEPICTED ARE BASED ON REFERENCE MAP 1.
E SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 13 ON SOUTH WINDSOR TAX ASSESSOR
MAP 96.
6. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN.
7. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS AS DEPICTED.
8. VERTICAL DATUM NAD '29.
9. WETLAND FLAGGING PERFORMED BY HIGHLAND SOILS, LLC IN JULY 2005 AND LOCATED BY DESIGN
PROFESSIONALS, INC.
1O. PROPOSED FLOODLIGHTS WILL BE MOTION DETECTING AND WILL BE DIRECTED DOWN TO PROHIBIT
EXCESS LIGHT BEYOND THE PROPERTY LINE.
11. EXISTING VEGETATION ALONG FRONTAGE OF APPLICANT'S PROPERTY TO BE TRIMMED TO ELIMINATE
OBSTRUCTIONS OF SIGHTLINE.
MAP REFERENCES:
1. MAP SHOWING PROPERTY TO BE ACQUIRED BY GLEN A. KNAFFEL STRONG ROAD, SOUTH WINDSOR,
CONNECTICUT, SHEET 1 OF 1, DATE:11-30-01, REVISED 12-11-01, SCALE 1"=40'
BY THE BONGIOVANNI GROUP, INC.
2. MAP FOR JUDSON A. & KATHLEEN B. BANCROFT AND THE ESTATE OF BENJAMIN L. BANCROFT,
MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE 1 "=40', MAY 1972,
WILLIAM J. CARRINGTON, REG. L.S.
3. PROPERTY OF PRESTON TRUCKING COMPANY, INC., 150 STRONG ROAD, SOUTH WINDSOR,
CONNECTICUT, SCALE 1"=50', SHEET NO. ONE OF ONE, CLOSE, JENSEN & MILLER, CONSULTING
ENGINEERS, LAND PLANNERS & SURVEYORS.
4. PLOT PLAN, RESURVEY/PROPERTY SURVEY PREPARED FOR: B&M ENTERPRISES, STRONG ROAD,
SOUTH WINDSOR, CONNECTICUT' CHFFT 4/1'i, DATE; n(-TORFR 7. 1POR,
DESIGN PROFESSIONALS, INC. CIVIL ENGINEERS, PLANNERS, SURVEYORS, GIS.
5. CADASTRAL MAP OF TOWN OF SOUTH WINDSOR, HARTFORD COUNTY CONNEC11CUT LAST
UPDATE: DECEMBER 12, 2003, SHEET 96 SCALE 1"=220' BY FUSS & O'NEILL, INC.
860.291 • 8755
PLOT PUN
esign
11 Ip
of e s s i o n a l s a ine. DESIGN. JAU DRAWN: JAU CHECKED: LRG
l! Civil Engineers • Planners • Surveyors • CIS ✓oB No.: 2147 1DATE- 2121106
165 south satellite road • south windsor . Connecticut 06074 DRAWING NO.: ✓0BS\2147\2147-2.DWG
PROPERTY OF:
QUALITY PA VING CO. INC.
STRONG ROAD
SOUTH H WRNDSORy CONNIEC 11 RIClSJ 11
SHEET
2
CONSTRUCTION SEQUENCE -
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A
PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. e I WF#1
2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS.
4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
OF ANY UTILITIES OR SIGNS. X67.72
5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING P. CONC. WF#16
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 64BLOCKS
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS 5. 0'
AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY 5. 0' X67.30 rein
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR min,
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
7. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN AND SWALE INCLUDING OUTLET
STRUCTURE, AS SHOWN ON THE PLANS. NO STORMWATER SHALL BE DISCHARGED TO THE BASIN ,
UNTIL THE BASIN IS STABILIZED WITH 7
LOAM AND SEED, OR EROSION CONTROL MATTINGS. RS 0
8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. , K ES) WF#
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
9. PLACE PAVEMENT, LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING,
THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. ' \�
PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS X 6 7 , Q 5 i',' \,' CENTER LINE BROOK
SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. • - - 2s' i , is
' ca
NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN ' ,� �- - - ,' -
/ 67.15 YX6� 44
AREAS OF THE SLAB ARE COMPLETE. CONSTRUCTION OF BUILDING TO BE o ' �6 � AREA
COMPLETED AS PART OF OVERALL SITE WORK. / � cJ1 . (30'X50')
\'
0
ESTIMATED START DATE FOR CONSTRUCTION - FALL 2006
ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2007
6 �Q v I�
5 _ ♦ uV #�0 ACTUAL BOUNDARY LINE
ARE - 5 ,329±,/ S.F. ♦ ♦ 54 IS THE CENTER LINE OF
/ 78,1. 2± AC. � � �
N F C h a r e t i e, Laurie A& Kevin J � ' �= S \� THE BROOK
8, i�#21
/ PROPOSED
DUMPSTER PAD
/ 42 (SEE DETAIL) ♦ o� �\ \ ` � , F# 2 2
Gj
68,75 A
LEGEND
• IRON PIN TO BE SET
® EXISTING IRON PIN
■ MONUMENT TO BE SET
o EXISTING MONUMENT
�- EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
W WATER LATERAL
-3361- EXISTING CONTOUR
- PROPOSED CONTOUR
X61.95 EXISTING SPOT GRADE
X61.95 PROPOSED SPOT GRADE
< SURFACE DRAINAGE FLOW DIRECTION
EXISTING TREELINE
PROPOSED TREELINE
-- EXISTING PROPERTY LINE
- - - REGULATED AREA
INLAND WETLANDS
PROPOSED SCREENED DUMPSTER PAD (SEE DETAIL)
8' ♦ \\,' OPERATIONS AND MAINTENANCE SCHEDULE
/ BLDG ON C� AREA TO BE BIT. PAVEME ♦ .84
SLAB cV ,` O-c� ` �`� PIPE LOCATIONS: THE PIPE OUTLETS AND ASSOCIATED
0 2,520 SF. \\ \' RIPRAP SHALL BE INSPECTED ANNUALLY AND CLEANED
X 8 0� ca FF: 69.00 IMITSOF yyyYYY j �\ W 2 \ OF SILT AND /OR DEBRIS. THE RIPRAP SHALL BE
'0o Sao 68.75 G VELARE �� 0 RE -SHAPED AND REPLENISHED AS REQUIRED.
rr • � 65� 7 \
/ ,75 Q�J����� p 6g,6 6. `'� = AREA TO BE PAVEMENT SWEEPING: THE PAVEMENT AREAS SHALL BE
G p PRO LIGH G , O BIT. PAVEMENT E PER YEAR IN THE
�1 4 �O, � � 4SWEPT AT A MINIMUM OF ONCE ,
2. 6g HT.=1 f S ��, \ ; SPRING SHORTLY AFTER THE END OF THE SNOW SEASON.
(WALL M NTE 1
7 FULL CUT- FF 1 \ �'� SWALE/DETENTION/WATER QUALITY BASIN: THE GRASS
FLOOD LIG T, TYP. �` , R.L.R.
p
80' REGULATED � � `� N F R . L. R . Investments, L LC SWALE IS TO BE MOWED AT LEAST TWICE A SEASON TO
-� /KEEP THE WEEDS AND WOODY GROWTH DOWN. ALL LARGE
/cA UPLAND REVIEW F , �,� WOODY GROWTH THAT MAY AFFECT THE FLOW OF WATER
AREA TO;B x6 O AREA 6 OR THE STABILITY OF THE BASINS OR SWALE SHALL BE
X 36 GRAVEL \ , `�� _ REMOVED. THE SPILLWAY SHALL ALSO BE INSPECTED
/ \ j \\\ � GRASSWALE PROP. 6' WIDE; 12V 0 S-1.Ox AFTER ANY FLOW PASSES THROUGH IT. THE RIPRAP
67,50 X __.� 65,75 �, SHALL BE RE -ARRANGED AND ADDED TO AS REQUIRED
66,
TO MAINTAIN THE DESIGN AS PER THE DESIGN PLANS.
25 ANY EROSION OR OTHER PROBLEMS THAT MAY AFFECT
67,75 TO'��o \\Y -5' 65,( THE PROPER OPERATION OF THE WATER QUALITY BASIN
,o p SHALL BE REPAIRED PROMPTLY.
0 sTo So,��'q�, 'i r -~� CENTER LINE BROOK
3047 \ / �� \ \ ' \ �;<'� \ ,'' CATCH BASIN: THE CATCH BASIN SHOULD BE INSPECTED
40 MONTHLY OEXCESS HYDROCARBON/
E 98 \ - - - 5 \ ` ` r THE CATCHBAS NSUMP SSHOULD BE CLEANED WHEN THE
r r DEPTH OF THE MATERIAL WITHIN THE SUMP REACHES 1'.
7.0 6 6.2 5 „Z 1� ' NOTES:
50' BUFFER AREA T BED 7 ��y \ ' SILT FENCE (TYP.) 1. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART
\ 5 / PROPOSED 120'- 6' \ GRAVEL , OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON.
\ SEE CTRUCTION ENTRANCE - \``VINYL FENCE (OR oo , ''�,' 2. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY
EXIT ONLY N i` EQUIVALENT) / ^y , WF#27 AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED.
W V.
W , 3. STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN.
R = 25 1 4. BEARINGS AS DEPICTED ARE BASED ON REFERENCE MAP 1.
'0 ^oo vA'� / RIPRAP APRON
O ` \ �VJ r 12' LONG X 9' WIDE 5. SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 13 ON SOUTH WINDSOR TAX ASSESSOR
� r MAP 96.
EX. CB S Y� ` W V \ FQ , ` \ �� ' ' ` ACTUAL 13O U N DARY LINE 6. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN.
TF:70.72 �`� GE o� y IS THE CENTER LINE OF
N V: 6 4.6 9 15 �� RCP E > I \- I 0'���O ,' THE BROOK 0 0 K 7. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS AS DEPICTED.
( ( /) F 30 8. VERTICAL DATUM NAD '29.
CENTER LINE BROOK 9. WETLAND FLAGGING PERFORMED BY HIGHLAND SOILS, LLC IN JULY 2005 AND LOCATED BY DESIGN
CONCTRUCTIO_ T_ R= 35
E X . C B � � ` / 4 � � � ' 1 '� -66' PROP FE PROFESSIONALS, INC.
/ TF: 70.55
/ �SEE DETAIL r FL: 62.0 10. PROPOSED FLOODLIGHTS WILL BE MOTION DETECTING AND WILL BE DIRECTED DOWN TO PROHIBIT
INV: 64.05(15 RCP (S)) 6 „ FE= EXCESS LIGHT BEYOND THE PROPERTY LINE.
„ L ` ..//��
INV: 64.84(15RCP (W)) �� ENTRANCE ONi ,' ;` 11 1 15 ,� 11. EXISTING VEGETATION ALONG FRONTAGE OF APPLICANT'S PROPERTY TO BE TRIMMED TO ELIMINATE
q-
\� 1 NV: 6 Z_. 33 OBSTRUCTIONS OF SIGHTLINE.
F� WF 4
/ \ 0 S P. CB IC- E X. C B MAP REFERENCES:
TF: 67.19 / S TRAPH `� �, WF#33 1. MAP SHOWING PROPERTY TO BE ACQUIRED BY GLEN A. KNAFFEL STRONG ROAD, SOUTH WINDSOR,
` . ` (SE 3' INV: 62.85(15 C P P (S)) CONNECTICUT, SHEET 1 OF 1, DATE:11-30-01, REVISED 12-11-01, SCALE 1 "=40'
E S M H �6 TF: 65.20 , „ BY THE BONGIOVANNI GROUP, INC.
TF:71.70 1c)-12"INV:62.30 tr INV:62.65(15 CPP(NE))
� SN 8 � 2. MAP FOR JUDSON A. & KATHLEEN B. BANCROFT AND THE ESTATE OF BENJAMIN L. BANCROFT,
opening to 6 on Ic SIGl INV: 62.76( ()) 10 PVC E MAIN STREET -STRONG ROAD, SOUTH WINDSOR, SCALE 1"=40', MAY 1972,
INV: 61 .05 ` ' LI F` WILLIAM J. CARRINGTON, REG. L.S.
OWNER/APPLICANT: , ` ` \ SFF�o I 3. PROPERTY OF PRESTON TRUCKING COMPANY, INC., 150 STRONG ROAD, SOUTH WINDSOR,
QUALITY PAVING, CO., INC. - _66_ , IG TF CONNECTICUT, SCALE 1"=50', SHEET NO. ONE OF ONE, CLOSE, JENSEN & MILLER, CONSULTING
SURVEY NO TES' 1094 SOUTH MAIN ST. HEADWALL ��r _ , '`/ Tj�F� #1r ENGINEERS, LAND PLANNERS &SURVEYORS.
1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-JOOB-1 EAST WINDSOR, CT 06088 INV: (15") 6 3. 9 4
� � , 4. PLOT PLAN, RESURVEY/PROPERTY SURVEY PREPARED FOR: B&M ENTERPRISES, STRONG ROAD,
THROUGH 2O-JOOB-20 OF THE REGULATIONS OF CONNECTICUT AGENCIES - 'STANDARDS FOR PHONE: (860) 690-6510 `'< SOUTH WINDSOR, CONNECTICUT, SHEET 4/13, DATE: OCTOBER 7, 1998,
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE FAX: 860 \ / \
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. ( ) 292-1 103 �%� DESIGN PROFESSIONALS, INC. CIVIL ENGINEERS, PLANNERS, SURVEYORS, GIS.
5. CADASTRAL MAP OF TOWN OF SOUTH WINDSOR, HARTFORD COUNTY CONNECTICUT LAST
IT IS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY'
CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.� UPDATE: DECEMBER 12, 2003, SHEET 96 SCALE 1"=220' BY FUSS & O'NEILL, INC.
THE PURPOSE OF THE MAP IS TO DELINEA TE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY a
OF THE SUBJECT PARCEL.
o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
RE BASED ON AVAILABLE
z
LOCATIONS AS SHOWN, A
INFORMATION. ALL EXISTING UTILITIES SHOULD
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
m
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
4/18/08
REV. PER TOWN COMMENTS
AS
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
10/10/06
PER TOWN COMMENTS
JAU
1
9/27/06
PER TOWN COMMENTS
JAU
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
\
IMPRESSION SEAL AND ORIGINAL SIGNATURE
LA WRENCE R. GEISSLER, JR., LS. #12 7
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
860 •291 • 8755 PROPERTY OF: SHEET
GRAPHIC SCALE esi n T mm m c M QUALITY PA VING CO. INC.
20 o ,0 20 4o g 3
( IN FEET) &rof essionals, inc. DESIGN: JAU DRAWN•JAU CHECKED. LRG STRONG ROAD
1 inch = 20 ft. ! Civil Engineers • Planners • Surveyors • CIS ✓OB NO.: 2147 IDATE. 2121106 4
1,65 south satellite road • south windsor • connecticut 06074 DRAWING NO.: J0RS\2147\2147--3.DWG SOUTH WENDSOR9 CCONNECTRCUIC
24'
MIN
❑❑❑
❑❑
❑ ❑ ❑
❑ ❑
❑ ❑ ❑
� ❑ ❑
6" CT D.O.T. 2" STONE TO BE PLACED
❑ ❑ ❑
❑ ❑
OVER FILTER FABRIC MATERIAL
z
❑❑❑❑❑❑
2
0131101311
0
N(1TF-
In
❑ ❑ ❑
❑ ❑
SEE GRADING AND UTILITY
❑ ❑ ❑
❑ ❑
SHEET FOR PAVEMENT WIDTHS
❑❑❑
❑❑
❑❑❑
❑❑
❑❑❑
❑❑
❑❑❑
❑❑❑
EDGE OF PAVEMENT
THRU-STREET
ANTI
-TRACKING
APRON
N.T.S.
0 000 0 00 00 o O 00
�- 6" PROCESSED STONE
-Beer
WIDTH OF GRAVEL DRIVE TO BE a" "" SUB" """`
AS SPECIFIED ON PLANS.
GRAVEL PARK DETAIL
1. SET POSTS AND 2. STAPLE THE SILT
ANGLE POSTS EXCAVATE A 6'x6' TRENCH FENCING TO THE
5' UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST
FOR STABILITY FENCING
CLEANI G I I
Q� 3. ATTACH FILTER FABRIC 4. BACKFILL THE
T
FILTER 11 THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPAC
BACKFlLL�D-\
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
NOT TO SCALE
AREA MP-�CH �X\SZ\NG
EDGE OF GRAVEL
�0 -�pP BERM
66 35 M`N I ®R
4
........................................ ......./ 6„ LOAM & SEED
7' 6' FILTER FABRIC
MIRAFI 140s OR EQUAL
GRASS SWALE DETAIL
not to scale
WIDTH VARIES
ni mr A nr JUCrHI.t Llu UmCJc)tr -01 l UaMIINU UJJI)
-
CONCRETE, CLASS 2
RISE 1 /4" PER FT OR
AS DIRECTED
GRAVEL BASE -J
8" DEPTH AFTER COMPACTION
PLACED IN TWO COURSES
CROSS SECTION
BITUMINOUS CONCRETE DRIVEWAY
z <x
II 11
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
y
INFORMATION. ALL EXISTING UTILITIES SHOULD
m
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
CROSS-COUNTRY
TOPSOIL & SOD OR
LAWN / STREETS /
PAVED AREAS
SEED
NATIVE BACKFILL
4,
SHALL NOT CONTAIN ASHES,
CINDERS, SHELL, FROZEN
1,
MATERIAL, LOOSE DEBRIS OR
STONES LARGER THAN 2"IN
MAXIMUM DIMENSION
or
° CAUTION TAPE
° ° a
° SCREENED SAND
12° I,II' N.
-CABLE. AS SPECIFIED
NOTE:
COORDINATE WITH
ELECTRICAL DRAWINGS.
ELECTRICAL TRENCH
----____ N . T. S.
BARS ® 12"O.C.
PAVEMENT
PHOTOME ICS
I t o 1
2
UNITS SHOWN IN TERMS OF MOtM4G
MC,FfT
��mnl r�mArr,rtc SHO-..
PRODUCE FEMPTS
UL 1598 lr,bd w& bm#;on, 251C artia,r,
Ond icod4:a,jh vriring for,A farm -2,gm
kimi.
�-
t. Hwy d" 4/ t,,v pore, & �t dwi1am
5
2. Atxnhxn 1n%cfm
3. sliao le crr3 -g P P
t I-
e. ncr3c I ii COOCJOfl Ora
tppod t<I6 pnari" in Mro
l6c,aam For su bw cand.+it achy cc
cpficnaipFwlo m '01.
6. Dad. 6mr = potyrsLY pwdor 6$h for
V�
npc d, mnQ. m and UV mu tOnca
/
7. fni qml onstyn olomixIm tinges
8. Clear tynpa&cd ql ass 6m is o mtall and
:h04 ft i h7ni
CATAI OG hR1MBE3!-
% U' 00N.
U' ff mNR
hVA1PLYFfG fACT015
TEST Ni1MdEt;:
24e! 11
LAMP:
htEVLILMIDE
NI/JLRQNG MULTIFUER
wATDtc-E
ADO
92f
LUKA-rNS:
4o,U 0
41Y oa4
7,U ANGLE_
Ir
35 051
1AIDWIMNIG MGHT:
75 Ft`ET
25. 1.00
ai' 1.5d
15, 2.77
ADDITIONAL TEST NUASM
DESC4.MWCATALOGWIMIKI11
TESTru`ISEP.!
WCITSOS
2AS56
W02WS
24WP
V1CUO01.1
2.4B54
Wa175m
7A85:--P
WC250M
74353
WAL-PAK FULL CUT-OFF LIGHT
STOCKADE FENCE
5" THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
000 o o O 00 00 000 O
o O °
9" THICK
PROCESSED STONE
DUMPSTER PAD DETAIL
N.T.S.
COMPACTED SUBGRADE
,4" POST
ESSURE TREATED
PREFABRICATED
RAILS & PICKETS
Kl�l
(ADE
CAST IRON HANDLE
�j 8.5"
I- N 10"
.5„
- - 6.5"
A
B
PIPE SIZE
WT. LBS.
SETTING METHOD
16"
12"
TO 6"
70 lb
2 HOOKS
18"
12
8"
75 lb
2 HOOKS
20"
12"
10"
85 lb
2 HOOKS
22"
16
12"
100 lb
2 HOOKS
25"
17"
15"
135 lb
2 HOOKS
28"
20"
18"
155 lb
2 HOOKS
5" THICK CONC. DUMPSTER PAD-"
(SEE PLANS FOR DIMENSIONS)
DUMPSTER ENCLOSURE DETAIL
N.T.S.
REVISIONS
OWNER/APPLICANT:
QUALITY
G 94 SOUTH MAIN CO.,
EAST WINDSOR, CT 06088
PHONE: (860) 690-6510
FAX: (860) 292-1 103
4
4118108
FINAL PLANS
JAS
3
11/3/06
PER TOWN COMMENTS
JAU
2
10/10/06
PER TOWN COMMENTS
JAU
1
9-27-06
REV. PER TOWN COMMENTS;OUTLET
KMI
NO.
I DATE
DESCRIPTION
1BY
CATCH BASIN TRAP
not to scale
FLARED END
SEE DETAIL
4
�1
DESIGN NOTES
1. CONCRETE, 4000 P.S.I., 28 DAYS.
2. WEIGHT 300 LBS.
3. REINFORCEMENT, (2) #4 R.R. BAR.
4. (2) 3/4" HOLES CAST IN FOR ANCHORING.
2 3/4" -J
TYPICAL CROSS SECTION _
PRECAST CONCRETE WHEEL STOP
NOT TO SCALE
/®� FILTER FABRIC
SECTION X-X (MIRAFI 140N O.A.E.)
MODIFIED RIP RAP 6" GRAVEL
ENERGY DISSIPATOR DETAIL
4 13/1I
STANDARD PRE(
CONCRETE UNIT
Z O
�F
a
7 5/
tw
I
nts
--10 13/ 16", 2
3 5/16"
-1 3/4 - 4 13/16" 1'-8 3/8"
TT
II
STANDARD PRECAS co I I 4
FLAT TOP
12 "I 2'-8 3/4- 1
z
N
4'-0" -.
5'-4-
SECTION A -A
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
\ HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL To BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2•-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
TYPE 'C-L' CATCH BASIN
PLAN VIEW
not to scale
N N }
V-8 3/8"
ow.
12„ s NOTEe 12'
wm01
Xf1/1ORIFICE
�_
6" OR FICE
12 HDPE
ELEV. 62.3
�3
-I 8
3'-0"
8
4'-4"
CLASS 'C' CONCRETE
OR PRECAST UNIT
860 -291- 8755
esig n
rofessionals, Ine. DESIGN. ✓AU DRAWN. JAU CHECKED: LRG
Civil Engineers • Planners " Surveyors " CIS ✓oa No.: 2147 DATE.• 2121106
165 south satellite road • south windsor - connecticut 06074 1 DRAWING NO.: ✓OBS1214712147-4-DET.OWG
12" I /- SIGN 'A'
WHITE TEXT AND
HANDICAPPED --'BORDERS
PARKING
BLUE
BACKGROUND
STATE PERMIT
REQUIRED VIOLATORS
WILL BE FINED
SIGN 'B'
NOTE:
SIGNS SHALL BE 18 GAUGE
FLAT SCREENED STEEL
AN ACCESSIBLE
DESIGNED FOR LONG TERM
OUTDOOR USE AND MOUNTED
ON U-CHANNEL POSTS, BLACK
PAINTED STEEL POST, MOUNTED
AT PROPER HEIGHT PER STATE
AnA DAouwr_ QICMAr_G
REGULATIONS
N.T.S.
STRAIGHT SECTION
ADA VAN ACCESSIBLE
ADA ACCESSIBLE
'A'
SIGN 'A'-ADA PARKING SIGN
SIGN
SIGN 'C'-HANDICAP LOADING
ZONE SIGN
ADA PARKING
SIGN 'B'
II I
ALUMINUM PANEL SIGN
SIGNAGE
MODEL DA-3
AS MANUFACTURED
FINISHED GRADE
BY TAPCO OR
x
APPROVED EQUAL
2" U CHANNEL POST
COLOR: BLACK
12" x6"
1
'VAN ACCESSIBLE'
z
ADA SIGNAGE
1/2" EXPANSION JOINT
MODEL DA-24
CONCRETE WALK OR PAVEMENT
AS MANUFACTURED
BY TAPCO OR
APPROVED EQUAL11
CLASS 'C' CONCRETE NOTE:
OR PRECAST UNIT
I
.:;
12" SQ. CONCRETE
FOR SIGNAGE
N
FOUNDATION
SEE DETAIL 9
tt
COMPACTED SUBGRADE
ACCESSIBLE
SIGN POSTS
8'-O'AISLE
HANDICAP ACCESSIBLE
18'-D• WIDTH
a'-01
a'-o•
AISLE
ACCESSIBLE HANDICAP
PARKING PARKING SYMBOL
SPACE
4' WIDE
PAINTED LINE (TYP.)
20'-0•
4" WIDE PAINTED
LINES 0 18' O.C. 45-ANG,
PRECAST CONCRETE
WHEEL STOP
EDGE OF
ASPHALTIC CONCRETE
0
I I /
HANDICAPPED SIGNS
TYPE 'A' do 'B• REFERENCE
I I /
CENTER ON SPACE
I I /
8' CONCRETE WALK
W/BROOM FINISH
I I /
VAN ACCESSIBLE PARKING STALL
N.T.S.
PROPERTY OF:
!QUALITY PAVING CO. INC.
STRONC( ROAD
SOUTH H UAY U !U/o OR, CO NEC li RICU11
SHEET
4,
- LANDSCAPE NOTES:
1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE
N {� I PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE.
V 2 DEBRSCA IND DEAD, UNHEALTHY EXISTING TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WETLANDS AND RESIDENTIAL
LEGEND
X67,72 3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND
• IRON PIN TO BE SET MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE.
0 EXISTING IRON PIN 64
■ MONUMENT TO BE SET \ X67.30 4. LAWN GRASS SEED MIXTURE:
o EXISTING MONUMENT / A SEEDING MIXTURE
XBLEND (3EVI (LAWN )AREAS): 50% OF MIXTURE NOTE: 1. STAKE OR GUY TREES ONLY WHEN
BLUEGRASS NECESSARY FOR SPECIFIC SITE
-� EXISTING UTILITY POLE
CHEWINGS RED FESCUE 30% OF MIXTURE CONDITIONS AND WITH APPROVAL OF
EXISTING CATCH BASIN AND PIPE � PERENNIAL RYEGRASS 20% OF MIXTURE OWNER'S REPRESENTATIVE.
67164
APPLICATION RATE: 4.50LBS. PER 1000S.F. 2. TREE WRAP TREES ONLY WHEN
EXISTING SANITARY MANHOLE AND PIPE NECESSARY FOR SPECIFIC TREES OR
WHEN IT IS IMPOSSIBLE TO PLANT TREE
W WATER LATERAL !x , , / B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE) WITH THE TRUNK ORIENTED IN THE SAME
� -3- EXISTING CONTOUR ' VV7
'' PERENNIAL RYE GRASS 10% OF MIXTURE CREEPING RED FESCUE 10% OF MIXTURE NORTH ORIENTATION AS IN THE NURSERY.
PROPOSED CONTOUR ' ' ALSIKE CLOVER 5% OF MIXTURE
RED TOP 5% OF MIXTURE
X61.95 EXISTING SPOT GRADE s / _ - - _ _ _� \ ����,' `�A' CENTER LINE BROOK TALL FESCUE 70% OF MIXTURE
X61.95 PROPOSED SPOT GRADE Q t
� SURFACE DRAINAGE FLOW DIRECTION " - ' ,' , � � - - x 6 a4 1 ,' ' APPLICATION RATE: 5.00LBS PER 1,Od0 S.F.
\CD
EXISTING TREELINE ' o , , C. SEEDING MIXTURE TYPE III (STORM DETENTION/WATER QUALITY BASIN)
PROPOSED TREELINE / \ ��/ ,��\ �6c'\�- NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, iNC.(412)548-8000
m , APPLICATION RATE: 1 LB. PER 2500 SQ. FT. WITH ANNUAL RYE GRASS TO
-- PROPOSED PROPERTY LINE / �� + _ ^ SEEDING MIXTURE TYPE II ACHIEVE STABILIZATION.
-- EXISTING PROPERTY LINE �' Xt�� - - - ` 5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI,
h�Q r , , X66,6 �\ ' \ `` 1 Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. NO MULCH WITHIN 3 OF TREE.
REGULATED AREA v +r CCU U L I TY P I N G C 0 . , N ' ACTUAL BOUNDARY LINE 6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10 "
6 �5 - -{- , ' ( FALL- SEPTEMBER 15 TO NOVEMBER 15
INLAND WETLANDS i�7 AREA - 5 , 329 -, S . F. , , I I S THE CENTER LINE O F 7. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING
• // 8 5 4 1 2 ± �C ° + ' THE BROOK OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING
�� pZ I ' FOR PERMISSION BY THE OWNERS REPRESENTATIVE. ANY VARIANCE IN THE PLANTING
IN F C h a r e t t �� r\ `,` , c
' SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD.
X .55
8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
/ PROPOSED DUMPSTER ' �\ , � � 9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
P PO D \ v \ `�� 10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO:
® 42 UM TE AD `� �� `\ A. BARK MULCH- 10%-12%
/ D ' (SE E \ , B. COURSE SAND- AS NECESSARY
F� f \ C. CLAY LOAM TOP SOIL- AS NECESSARY
D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING
X66.1 \ ` 11. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND
® p P. 5 2 �� 84; '� �\�\ \'� CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
7
O B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE
BLDG ON
1.4 A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER
SLAB 7. .6 ' , I r SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION.
/ 2,520 SF. '� 1 ,3 �� �� \ C. SOIL WITHIN THE SWALE & WATER QUALITY BASIN MUST BE AMENDED WITH A 30% MIXTURE BY VOLUME
OF LEAF COMPOST.
X B c� ( FF: 69.00 O \ \ `
F/� E MIXT RE TYPE I ' ! � 12. DAYLILIES AND PERENNIALS SHALL BE INSTALLED AT 24' O.C. APPLY 2" OF BARK MULCH, IN AREAS OF
®Q� oQ �� OC) W ) ,' X65\ 7 N GROUND COVER AND PERENNIALS OR OWNER SELECTED ANNUALS.
13. TREES IN EXCESS OF 3" CALIPER SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO THE SPECIFICATIONS AND APPROVAL
PR GHTING , %I 1 GO '� BIT
REA TO BE PAVEMENT OF LANDSCAPE ARCHITECT AT THEIR PLACE OF GROWTH AND UPON DELIVERY. WRITTEN REQUEST SHALL BE SUBMITTED 10 DAYS PRIOR.
' 00, HT.- t ' ,'\ \1 , 14. SUITABLE TOPSOIL TO BE IMPORTED ONTO THE SITE AS REQUIRED. TOWN STAFF TO APPROVE TOPSOIL, TURF GRASS AND DETENTION BASINS.
0V �� LL M NTED �, �, \ ,
EE
FU CUT- FF
® FL OD LIG T, TYP.)
® $o' GU LAT X65, N F R.L.R. Investments, L L C
U ND IEW
/ P 1 \ REA ` \
X 6
MS/ a \
° LANDSCAPE PLANTING SCHEDULE
`\VINYL FENCE
\ \I N , ` qN 441 JWVALENT) 3\p✓ j ,
111 /Y
S I
W. V. QUgryS R w y '
E irF
l
CENTER
WETLANDS PLANTING (1174 SF)
SEEDING MIXTURE TYPE II
SEEDING MIXTURE TYPE III
(2,086 S.F.t)(100-YEAR AREA)
EX. CB tiYq W.V. \ E� \ �� AG '' ACTUAL BOUNDARY LINE
TF: 70.72 �` s£FacE \ \ IS THE CENTER LINE OF
INV: 64.69(15" RCP(E)) I I (4qwN� A THE BROOK
a
/ EX. CB \ \ NT 66,1�1 \ C
If`11V: 64.05 15" RCP S \ �\ \ �' 0 I�
INV:64.84(15" RCP(W))
/ DO NOT HEAVILY PRUNE THE TREE AT PLANTING. \ \ \ ` �Vl` I \ \\\
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT \ �QO \
LEADERS, AND BROKEN OR DEAD BRANCHES. /""
SOME INTERIOR TWIGS AND LATERAL BRANCHES \ � q
MAY BE PRUNED; HOWEVER DO NOT REMOVE \ C \
THE TERMINAL BUDS OF BFL44CHES THAT A'
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL \ ` � \ , , ` /
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
ESMH V.PAPTREE TRUNKS ONLY UPON THE APPROVAL
OVAL OF THE IAI4DSCAPE ARCHITECT..T F . 71 .70
APPR0 MARK THE NORTH SIDE OF THE TREE__\ ` . r r s E� # s� J
IN THE NURSERY. AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO
Ir V I \ V /. 61.05 TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE THE TOP \ C \
IPOSSIBLE. OF THE R00T BALL. TREES WHERE THE TRUNK \
MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED.
SET TOP OF ROOT BAL FLUSH TO 1800 M.1 (6 FT. DIA.M. LAIN. DO NOT COVER THE TOP OF THE ROOT
3' HIGH EARTH SAUCER (TYP.) GRADE OR 25-50 tAFI (1-2 IN.) 400 MM �SFT.) O�,A. PREFERRED BALL WITH SOIL. \
HIGHER IN SLOW D 41NG SOILS.
3' SHREDDED BARK MULCH
REMOVE BURLAP AND TIES 200 MH (8 IN.) \ _
FROM TOP 1 3 BALL -' r r , , , % /
� r r , r ,� r , , , , , , ,��-�, , 7�00 61A1 (4 IN.) HIGH EARTH SAUCER HEADWALL \ -681 T _
1' SHREDDED BARK MULCH , , r r ,' BEYOND EDGE OF ROOT BALL.
50 tAM 2 IN.1) MULCH. DO NO PLACE )>
GROUND COVER BEDS MULCH I ! CDf4TACT WITH TREE TRUNK. , , , , , +, ,' REMOVE ALL TWINE. ROPE AND WIRE, AND \ /
MAINTAIN THE MULCH lSEED-FREE FOR 1 r r r'r' i , , r r , r , i r + + + ,r,r, , , , rr, BURLAP FROA1 TOP HALF OF ROOT BALL I N V: (15 )63.94
COMPACTED SUBGRADE (TYP.) A MINIMUM OF ONE YEAR AFTER + � , , � , , , \ � � /
PLANTING. 'r}IF'rPLANT IS SHIPPED WITH A WIRE BASKET AROUND
PLANTING SOIL MIXTURE (TYP.) THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
DEPTH - 12'(MIN.) AND FOLD DOV+N 200 MM (8 IN.) INTO PIN
HOLE.
SHRUB PLANTING
NOT TO SCALE
PLACE ROOT BALL ON UNEXCAVATED
NOTE: FOR DIMENSIONS OF OR TAMPED SOIL.
PLANTING AREAS, TYPES OF SOIL
AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL c \
SEE "SOIL IMPROVEMENT DETAILS.' BASE FIRMLY WITH FOOT PRESSURE
SO THAT RODT BALL DOES NOT SHIFT. J
TREE PLANTING DETAIL
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
o { x
11
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
4/18/08
REV. PER TOWN COMMENTS
JAS
BY A LICENSED LAND SURVEYOR PRIOR TO
2
10/10/06
PER TOWN COMMENTS
JAU
CONSTRUCTION.
1
9/27/06
PER TOWN COMMENTS
JAU
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO,
DATE
DESCRIPTION
BY
FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEET 2.
15" FE
INV:62.33
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
EX. CB
TF: 67.19
INV:62.85(15"
INV:62.65(15"
INV:62.76(10"
C P P (S))
CPP(NE))
PVC(E))
QTY.
KEY
BOTANICAL NAME
COMMON NAME
SIZE
TYPE
REMARKS:
TREES
3 AG AMELANCHIER 'AUTUMN BRILLANCE.'
'AUTUMN BRILLANCE' SHADBLOW
5'-6' HT
CONT.
MULTI -STEM (20'HT-15'W)
3 MS MAWS X 'SNOWDRIFT'
SNOW DRIFT CRABAPPLE
2" CAL.
B&B
PLANT AS SHOWN (15'HT-15'W)
2 PC I PYRUS CALLERYANA 'ARISTOCRAT'
ARISTOCRAT SELECT PEAR
3" CAL.
B&B
PLANT AS SHOWN (30'HT-20'W)
EVERGREEN TREES
11 I TO THUJA OCCIDENTALIS 'TECHNY'
MISSION ARBORVITAE
6' HT
B&B
PLANT AS SHOWN (20'HT-10'W)
SHRUBS
0 CS CORNUS SERICEA
RED OSIER DOGWOOD
2'-3' HT
CONT.
6' O.C.
6 Pi PIERIS JAPONICA 'DORTHY WYCOFF'
DORTHY WYCOFF PIERIS
24"-30" HT
CONT.
5' O.C.
8 RCP RHODODENDRON 'CATAWBIENSE 'PINK'
CATAWBIENSE PINK RHODODENDRON
24"-30"' HT
CONT.
PLANT AS SHOWN
11 VC VIBURNUM CORYMBOSUM
HIGHBUSH BLUEBERRY
18"-24" HT
CONT.
5' O.C.
GROUNDCOVERS
12 ( HS I HEMEROCALLIS 'STELLA D'ORA'
STELLA DE'ORA DAYLILY
1 GAL.
CONT.
24" O.C.
22 CS CAREX STRICTA
TUSSOCK SEDGE
1 QT.
CONT.
36" O.C.
22 IV IRIS VERSICOLOR
BLUEFLAG
1 QT.
CONT.
24" O.C.
22 JC JANCUS CANADENSIS
CANADA RUSH
1 QT.
CONT.
36" O.C.
22 SF SCIRPUS FLUVIATALIS
RIVER BULRUSH
1 QT.
CONT.
36" O.C.
22 SP SCIRPUS PUNGENS
THREE SQUARE
1 QT.
CONT.
36" O.C.
22 SV SCIRPUS VALIDUS
SOFTSTEM BULRUSH
1 QT.
CONT.
24" O.C.
NOTE: FINAL PLACEMENT AND PLANT QUANTITIES OF WETLANDS PLANTINGS TO BE COORDINATED WITH LANDSCAPE ARCHITECT OF THE CREATED WATER QUALITY
BASIN. GROUPINGS WILL BE BASED ON PLANTINGS 36" ON CENTER WITHIN THE WET BOTTOM OF BASIN.
NOTE: SEE DETAIL SHEET FOR FULL CUT-OFF LIGHT SPECIFICATIONS AND CUT SHEET.
860.291 ' 8755
esign rofessionals, inc.
• Civil Engineers • Planners ° Surveyors ° CIS
165 south satellite road ' south windsor . connecticut 06074
LnNDSC/\PE PLnN
DESIGN: RLB I DRAWN, JAU I CHECKED: RLB
✓os No.: 2147 DA TE• 2121106
DRA WING No.: JOBS \ 2147 \ 2147-L 1. DWG
PROPERTY OF:
EQUALITY PA VING CO. INC.
STRONG ROAD
SOlU7T['ffl[ WIlNDSOR, COIJNIEC7CIlClU7C
SHEET
[is