HomeMy WebLinkAbout04-23P_POST ROAD STAGES, INC. SITE PLAN_STRONG ROADSITE PLAN
D 200 N(G R
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N/F ABUTTERS WITHIN 500'
MAP LOT NAME MAILING ADDRESS
prepared by. 75 f BRUCE J. & GA/L L. SNOW 1041 STRONG ROAD
2 POST ROAD STAGES, INC. 1105 STRONG ROAD
5 FRANCES S. COLLINS 1105 STRONG ROAD
16 FRANCES S. COLLINS 1105 STRONG ROAD
esign88 10 DAMES & PR/SC/LLA SNOW 1019 STRONG ROAD
r of e s siona Is, inc. 13 MARLENE B. & ROBERT B. JR. SLAKE 1040 STRONG ROAD
civil engineers • planners • surveyors 14 DAVID H. & DIXIE A. SORENSON 1030 STRONG ROAD
landscape architects • CIS • CPS 15 JOSEPH V. & VIVIAN A. GIASANT£ 1020 STRONG ROAD
18 WILLMM E. & MARTHA M. AMAN 878 STRONG ROAD
n
165 South Satellite Road ' . /. • 88-18
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757 88-15 �r
88-13
www.designprofessionalsinc.com 88-14 Zoning Data Bock
88-10
ZONE: RURAL RESIDENTIAL (RR) USE: BUS COMPANY***
ITEM REQUIRED/ALLOWED PROVIDED -PHASE 1 PROVIDED -PHASE 2
Lot Area 40,000 s.f. min. 154,690 s.f. 154,690 s.f.
Lot Width 175 ft. min. 400 ft. 400 ft.
S` Lot Depth 200 ff. min. 386.7t ff. 386.7f ft.
TRo 75- 5 Lot Coverage 10%/20% max.* 1 1.4% 12.2%
Impervious Cov. N/A 47.5% 47.5%
75-1 Building Height 30 ff. max. 18.5 ft. 22t ft.
Bldg. Stories 2.5 max. 1 story 1 story
MOUNTAIN
TNN � � �"""'"""� •.�' SOO� • �' "'.-- • • Front Yard 50 ft. min. 30.3 ft.** 30.3 ft.**
H roves
P1416pmJ 7Y 1 ROAD 50 ft. min. 92.4 ft. 92.4 ft.
Il O /HQ C.•, Rear Yard 20 ft. min. 20.3 ft. 20.3 ft.
•� NSTADNVE CRC' y,, rSFC Side Yard
AEMM
ROAD !� oa : ti D • • • • • �'r F p/FRCE *Variance granted November 7, 1985 to Harold J. A. Collins/Post Road Stages, Inc.
RO to section 5.2 of the zoning regulations to allow 20% building coverage in an RR zone,
�OiyG q ,Z Pam. •''-�'• qp per Vol. 421 pg. 292 of the South Windsor land records.
I..
e�R •� coy✓ I / 75-2 **Existing non -conforming
S L/ s
s g RO ro i ,••� r• ///*** On January 7, 9 Appeals g Pp #
AD `zib, SAND �•.� f / C Harold J. A. Collins,9 ra the Zoning Board of t eats ranted application an 418 to
Frances S. Collins and Post Road Stages, Inc, fora special
'.,�/ exception (Section 4.1.25) to allow the operation of a business involving the storage.
> FrA lYi •�• •` �� repair, and running of buses and bus lines as public carriers or carriers of school
�• children or chartered parties at 1105 Strong Road in the R-40 zone.
SITE j
****Special exception to Section 4.1.8 h granted by Planning &Zoning Commission on
HERITAGE D �y '•.� '•.`•• r-. * November 18, 1981, inlcuding parking area on north side of Strong Road.
TOW CARWar DRIVE . •, F e �' �� �'� • . \
c °xa°vF ' £ p yea • �' • • • ) Parking presently provided on lots 75-2, 75-5, and 75-16. Proposed construction
^� H� ,. v /• • •' will not result In additional employees and therefore no-1ditional parking Is required.
eo�a y •t•'' Parking Requirements: STAFF Office Personnel = 9
Ig91i N Bus Drivers = 19
Mainte/Msce//aneousne/ _ 2
74
PE PERBUSH FAl4l1/
W RP (Pvt) ' • . MW NAU e TOTAL 34
3
10
SHADBUSH '•� 194 4 • k2 75-16
LA(Pvt) ��'•.l\ ''•\ ` Parking Provided. On North side lnofrStrong Road 30it
� 2 - Q Q� y TOTAL = 40t
OARRO
0 COMMUNITY
CIRt; (Pvt)Cb ELLINGTON AD 30 ROAD /
p (.tJN
,� .� 4
FEE ROAD p O
hL�AOIX/AR7ER5 .. „` . •` uy U.S• OST OMCE m.• v -'"n ' l(1-�
�o o PI5I9YA111. pa •,; `_ w
00� PAAW o
oti°o a o j i a Is,
J
iA �% V ,mot.,. `I�Ii�t-�: ti•.'
J � RECEIVED
DESIGN PROFESSIONALS INC.
LOCATION PLAN NTS KEY MAP OCT 13 2004
SCALD ?m20®9 SOUTH WINDSOR PLANNING DEPT SHEET INDEX
NOTESt FINAL PLANS
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONAL5, INC., AND HAVE BEEN TOWN OF SOUTH W I NDSOR 1 COVER SHEET ^' KEY M A P
PREPARED SPECIFICALLY FOR THE OWNEWAPPLIGANT FOR THIS PROJECT. THEY ARE NOT
TO BE uSED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR AUTHORIZED SIGNATURE
REPRODUCED IN ANY MANNER AITHOUT THE EXPR -95 MITTEN PERMISSION OF DESIGN 2 PROPERTY SURVEY
PROFESSIONALS, INC. o
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OWNER �APPLICANT: 3 SITE PLAN
OF THE PROFESSIONAL ENGINEER OR SURVEYOR. DATE::__ p 1 Q
POST ROAD STAGES, INC. LREV: 10/4/04
1 105 STRONG ROAD 0000, 4TOPOGRAPHIC PLAN REV: a�a 04
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REV: SOUTH WINDSOR, CT 06074 5 DETAILS REV: 5/ 2/04 /04
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF TEL. 860 644-1531 REV: 4/20/420/04
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED L1 LANDSCAPE PLAN
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS REV: 4/12/04
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE L 2 LANDSCAPE DETAILS DATE: 2/16104
FIELD SURVEY MAY DISCLOSE.
T THE BEST GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Al ARCHITECTURAL PLAN
12882
HEFT 1
RICHARD P. MARTEL LIC. No.
DPI PROD: 1455
`%_urn 07--SoutA %U&o i
a �; • 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
M1Ds1R�O� TELEPHONE (860) 644-2511
April 30, 2004
Certified #7000167000075519980
Design Professional, Inc.
Attn: Galen Semprebon
165 South Satellite Road
South Windsor, CT 06074
RE: Appl. #04-23P Post Road Stages, southerly of Strong Road, RR Rural Residential
zone
Dear Mr. Semprebon:
At the April 21, 2004 regular meeting, the inland Wetlands Agency/Conservation Commission
approved application 004-23P - Post Road Stages - 1105 Strong Road - inland
Wetland/Conservation Commission application for the construction of a building addition,
parking lot and access drive on 3.5 acres, stonmwater structure, and associated improvements on
property located southerly of Strong Road. RR Rural Residential zone. This approval is subject
to the following conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must he
submitted to this Commission. This must be completed within 65 days of approval prior
to any construction activity on the site. Plans submitted to Planning & Zoning
Commission shall be considered having met this requirement.
2. The application shall indemnify and hold harmless the Town of South Windsor against
any liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on April 21, 2009. It is the
landowner(s)/applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6- We recommend a bond in the amount of $2,000 be submitted to the Planning & Zoning
Commission to ensure compliance with the erosion and sediment control measures.
7. We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning
Commission to ensure the establishment of the stormwater treatment structure. The bond
is to be held for three growing seasons following construction.
8. A conservation easement to the south of the water treatment basin and proposed driveway
for the parking lot addition.
9. Incorporate on the plan the planting plan and the revision of the maintenance plan which
includes the clean up of spills on the site.
10. Any existing fill or fill that is brought onto the site that does not conform to section 2.1 d
of the regulations will need to be removed.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Eli A. Warren, Chairperson
EW:dr
cc: Chief Building Official
Post Road Stages
A `
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
h�HosoFlo N� TELEPHONE (860) 644-2511
August 4,2004
Design Professionals, Inc.
165 South Satellite Rd.
South Windsor, CT 06074
Attn: Galen Semprebon
RE: Post Road Stages
1105 Strong Road
South Windsor, CT
Dear Mr. Semprebon:
The South Windsor Water Pollution Control Authority, at its regular meeting of June 1, 2004, gave
approval for the relocation of existing building sewers and connection to the Town's sewerage system of
Post Road Stages located on Strong Road as more specifically shown on plans entitled "Post Road Stages,
Inc., 1105 Strong Road South Windsor, CT" prepared by Design Professionals, inc., , Drawing No(s). 4 of
5 and 5 of 5, dated 2/16/2004, and subject to the following conditions:
I - A solution must be sought to prevent stormwater inflow into the existing wash bay drain
2. Technical approval of the Town Engineering Department.
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer lint bas been installed and inspected by the Town staff, and based upon the written
verification of the Town staffilmat said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority, and meeting all Town regulations and
appropriate technical specifications relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
seph Carina, Chairman
Water Pollution Control Authority _
JC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banacb, Director of Planning
Chris Dougaa, Chief Building Inspector
� M O-P south V
1640 SULLIVAN AVENUE .SOUTH N7NDSOR, CT 06074
TELEPHONE (850) 644-2511
CERTIFIED MAIL
May 24, 2004
Mr. Galen B. Semprebon
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Re: Appl #04-23P, Post Road Stages Site Plan
Dear Mr. Semprebon:
We are pleased to advise you that the Planing & Zoning Commission voted on May 11, 2004 to
approve with modifications the above referenced application for a Site Plan of Development.
This approval is for the construction of a garage facility and site improvements on property
located 1105 Strong Road, RR Zone as shown on plans prepared by Design Professionals, Inc.,
Job No. 1433 dated May 4, 2004 as revised. This approval is subject to the following
modifications:
1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. No building permit will be issued until the final mylais have been filed in the Town Clerk's
office.
3. This application is subject to the conditions ofapproval ofthe inland Wetlands
Agency/Conservation Commission, including a bond in the amount of 52,000 to ensure
compliance with the erosion and sediment control measures and a bond in the amount of
$5,000 to ensure the establishment Df the stnnnwater treatment structure. The 55,WO bond is
to be held for three growing seasons following construction.
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11
of the Zoning Regulations.
5. A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of
mylars. Low landscaping must be added to the new entrance island.
6. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
7. This approval does not constitute approval of the sanitary sewer, which can only be granted
by the Water Pollution Control Authority,
8. The building street number must be included on the final plan.
9. The Town Engineer's review comments dated May 10, 2004, must be addressed to the Town
Pnginccr's satisfaction.
10. No bus parking will be allowed on the north side of Strong Road after completion of Phase I
improvements.
Black and white transparent mylars of Sheet #3 with the above modifications, together with three
blueprint copies of the entire act of plans must be submitted to this Commission within 30 days
to be stamped and signed. The letters of approval of this Commission as well as the Inland
Wetlands Agency/Conservation Commission. must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be retained to you for filing in
the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to
the planning Department.
Sincerely,
Timothy H. Wentzell, Chairman
Planning and Zoning Commission
THW/kak
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL DATUM BASED ON NAD '83.
3. VARIANCE GRANTED FOR IMPERVIOUS COVERAGE GRANTED AS PER VOL. 421 PG.
292 OF THE SOUTH WINDSOR LAND RECORDS.
4. PROPERTY IS LOCATED IN ZONE X — AREA TO BE DETERMINED TO BE OUTSIDE
500 YEAR FLOOD PLAIN AS PER FIRM PANEL 6 OF 11 — COMMUNITY PANEL
NUMBER 090036 0006 D MAP REVISED FEBRUARY 23, 2001.
5. PROPERTY IN RR ZONE.
6. PROPERTY LINES AS DEPICTED ARE BASED ON VOL. 85 PG. 498 AND VOL. 419
PG. 260 OF THE SOUTH WINDSOR LAND RECORDS.
7. THE ON —SITE FUEL IS STORED IN AN ABOVE GROUND DOUBLE WALL STEEL
10,000 GAL. STORAGE TANK. THIS TANK WAS INSTALLED IN MARCH, 1999 ON A
1" THICK STEEL REINFORCED CONCRETE PAD AND THE SHED WAS BUILT
AROUND IT.
8. FOUR (4) INCH VENT LINE TO EXTEND AT LEAST EIGHT (8) FEET ABOVE
FINISHED GRADE AND TO BE PROPERLY SECURED TO THE PROPOSED BUILDING.
MAP REFERENCE:
1. SITE PLAN OF DEVELOPMENT PROPERTY SURVEYED FOR HAROLD J. A. COLLINS
STRONG ROAD SOUTH WINDSOR, CONN. SCALE 1"=40', OCT. 1981, REV TO NOV.
1995, PETERSEN & HOFFMAN.
2. RESUBDIVISION PLAN PROPERTY SURVEYED FOR HAROLD J. A. COLLINS AND
FRANCES S. COLLINS, STRONG, PIERCE & FOSTER ROADS, SOUTH WINDSOR,
CONNECTICUT SCALE 1 "=200 FEET, MARCH 1987 BE PETERSEN & HOFFMAN.
3. PLOT PLAN — PROPERTY SURVEYED FOR HAROLD J. A. COLLINS STRONG ROAD,
SOUTH WINDSOR, CONN. SCALE 1 "=40', OCT. 1981 REV. TO SEPT. 1985 BY
PETERSEN & HOFFMAN.
6
10-4-04
REVISE EASEMENT LABELS
RAM
Oil x
Z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
5
8-27-04
REVISE SITE ADDRESS
RAM
4
8-18-04
ADD WPCA APPROVAL LETTER
RAM
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
3
6-22-04
ADD IWA & PZC APPROVAL LETTERS
RAM
2
5-4-04
ADD LIGHTING
GBS
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
1
4-20-04
PER TOWN COMMENTS
RAM
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
I DESCRIPTION
BY
\
\
\ \
\ S \
\ \ \ SNET#2519 \ \
\ \ /
\ LIMIT OF 80' \ \ UPLAND REVIEW AREA / / It
F. 134
N /F
FRANCES S. COLLINS
150 WATT METAL HALIDE
WALL MOUNTED SCONCE
(FULL CUTOFF) SUCH AS
LSI CHALLENGER SERIES
FOR WATER QUALITY BASIN DETAILS
SEE SHEETS 4 AND L1
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 - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
<�QQ�
LI V. IV V.
\ \ / EXIST. GRAVEL /
�\\ \ PARKING LOT
\ / ACCOMODATES /
N APPROX. 30 CARS /
1� \
o' Go `6„ TR .\ / N /F
I 12" TREE \ \ S \ \ FRANCES S. COLLINS
tO to R43, \ ,c�SNET#2518WL
/
rn FL A POLE \ \
/LANDSCAPED Ng \ \ \ \ �AA BOX / SNET#5293 —n N
ISLAND ¢0000i•�, \ \ \ / a \\
` \ 12" MAPLE \�\t
O
CONVERT EXIST p/jOp \
\ MAIL BOX
TO CLOSE TOP C O% / \
DUMPSTER / C.B. pq0 \ -`9H0 \ \ \
TO BE RELOCATED EXIST. LAV DUMP �/ \ 9N F E \/ / 1 DISCHARGE TO SAN. SEWER FUTURE FACOOZ \ \ m SNET#5293 x
J \ �I PROVEMENTS \ "�
\ EXIST. BUILDING \ �O
G A 1QZ7 STRONG ROAD
\Z �T 4'()
\ 779 S.F. \ \ \
o�S' S8' To \ � \ \
/ SOH. \ � \ S �
/ \ / V-2' PINE \ \SNET#209
(TYP.) ,t'rr\ \ \
01
PHASE 2 CON. \ \ \ \
T FUTURE EXPA SION i \ \
L 4046 S.F. \
FFt 76.50 I \ \ \ SNET#208
\ \ r� —�
12" MAPLE
30" PINE \ �
PHASE 1 \ 30" \ \
\ \ p •'�t] 7 S.F. ` 18" PINE 36" PINE 36" PINE \ \
/a PROP 0 ON 24" PINE
/ f ` 24" PINE 36" PINE 18 PINE SNET#207
ILL
GA
PAD
Y / BIT. AVEMENT / 20.31 / EXIST. BUILDING 6" SEE / / \ S
FUEL CO 1105 STRONG ROAD / / \
TANKAGE !/ / / / N—C, 30" MAPL
tat
B EXUDING g 0 I 1 1
EXIST. BUILDING 1781-S.F.
F / / / 5,000 S.F. 3 PAR G / BUS PARKING
(8 BUSES) STALLS
GRAPHIC SCALE
40 0 20 40 80
{ IN FEET )
1 inch = 40 ft.
FRANCES
�- LIMIT OF 80'
UPLAND REVIEW AREA
■ Tel. 860 •291 • 8755
Fax 860.291.8757
esign rofessionals, inct.
■
civil engineers • planners surveyors
landscape architects • gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
LIMIT OF 80'
UPLAND REVIEW AREA
UWE PLAN
DESIGN: RAM DRAWN.• R✓N I CHECKED: RPM
JOB No.: 1433 IDA TE.• 5122101
DRAWING NO.: SERVERIJOBS11433/1433-2
OWNER/APPLICANT:
POST ROAD STAGES, INC.
1105 STRONG ROAD
SOUTH WINDSOR, CT 06074
TEL. (860) 644-1531
RESURVEY PREPARED FOR:
POST ROAD STAGES; INC.
R077 STE ONG ROAD
SOUTH WUNDSOI, tCONN EC 8 U CU 1i
SHEET
3
5
WATER QUALITY BASIN DETAIL
SCALE: 1'=20'
FOR LANDSCAPING DETAILS SEE SHEET L1
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL AND VERTICAL DATUM BASED ON NAD '83.
3. VARIANCE GRANTED FOR IMPERVIOUS COVERAGE GRANTED AS PER VOL. 421 PG.
292 OF THE SOUTH WINDSOR LAND RECORDS.
4. PROPERTY IS LOCATED IN ZONE X - AREA TO BE DETERMINED TO BE OUTSIDE
500 YEAR FLOOD PLAIN AS PER FIRM PANEL 6 OF 11 - COMMUNITY PANEL
NUMBER 090036 0006 D MAP REVISED FEBRUARY 23, 2001.
5. PROPERTY IN RR ZONE.
6. PROPERTY LINES AS DEPICTED ARE BASED ON VOL. 85 PG. 498 AND VOL. 419
PG. 260 OF THE SOUTH WINDSOR LAND RECORDS.
7. THE ON -SITE FUEL IS STORED IN AN ABOVE GROUND DOUBLE WALL STEEL
10,000 GAL. STORAGE TANK. THIS TANK WAS INSTALLED IN MARCH, 1999 ON A
1" THICK STEEL REINFORCED CONCRETE PAD AND THE SHED WAS BUILT
AROUND IT.
8. FOUR (4) INCH VENT LINE TO EXTEND AT LEAST EIGHT (8) FEET ABOVE
FINISHED GRADE AND TO BE PROPERLY SECURED TO THE PROPOSED BUILDING.
MAP REFERENCE:
1. SITE PLAN OF DEVELOPMENT PROPERTY SURVEYED FOR HAROLD J. A. COLLINS
STRONG ROAD SOUTH WINDSOR, CONN. SCALE 1 "=40', OCT. 1981, REV TO NOV.
1995, PETERSEN & HOFFMAN.
2. RESUBDIVISION PLAN PROPERTY SURVEYED FOR HAROLD J. A. COLLINS AND
FRANCES S. COLLINS, STRONG, PIERCE & FOSTER ROADS, SOUTH WINDSOR,
CONNECTICUT SCALE 1 "=200 FEET, MARCH 1987 BE PETERSEN & HOFFMAN.
3. PLOT PLAN - PROPERTY SURVEYED FOR HAROLD J. A. COLLINS STRONG ROAD,
SOUTH WINDSOR, CONN. SCALE 1 "=40', OCT. 1981 REV. TO SEPT. 1985 BY
PETERSEN & HOFFMAN.
oil a
z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
5
10-4-04
REVISE EASEMENT LABELS
RAM
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
4
8-27-04
REVISE SITE ADDRESS
RAM
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
3
8-18-04
ADD EXIST. WATER LINE & FLARED END INFO
RAM
2
6-22-04
ADD NOTE RE:CB CONVERSION TO SMH
RAM
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
1
4-20-04
PER TOWN COMMENTS
RAM
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DA TE
DESCRIP77ON
BY
\ M.H_ �J2 \ T.F.-73. \
SNET#2519 \ \
\ \ \ \ \ \ \ LIMIT OF 80'
UPLAND REVIEW AREA
.F. 13 \\ \ \
_ � EXIST. GRAVEL /
p \ \ \ ANTI -TRACKING APRON (TY9.) PARKING LOT
W.F. 12 / \ / EXIST. M.H. ACCOMODATES /
TF:74.63 / APPROX. 30 CARS
N No ( / /\ \ *DER SEWER AS-iUILTS / / N /F
W.F. ,' / 1 / \� \ \� FRANCES S. COLLINS
�? o / , � \ \ \c�SNET#2518 /
m FLAG/POLE
/LANDSCAPE 6 P. / ' \\pRp '_MA BOX SNET#5293 N
F. ,ALAND 0 1 / / ¢ X 7• \ \ \ 3p /
N/� i
F R C TE DUMP ER / �/ / / / / /6ON q/•Tf� AR \03� �M IAL ®OX
FRANCES S. COLLINS & E LOSU / / // /FG °LOSE�TC91(
p ��sFo \9\ \
SEE AIL EET _- ! _LqI� PAD
/TD RG N \\/� y� E / / ISCHAL ESA . �V9ER .� \ \ 9
/�/ / TP'75�7 \ FUTURE FA 0�Q E \ \ SNET#5293
R OPAA TAN
00 ON , / / /M��� **ftI ROVEMEN76- -
/ / NEB SMH \
A, \� TF: MATCH E %GRADE \ \
\ INV:72.50 /, \
`` \ EXIST. BUILDING \
.G�R�VEL 1 7Q`7 STRONG ROAD P 6P PVC LOC. '� \ O\\ \
1 7 . / \Z
I � 77\ TO REMAIN AP LINE11
x I �/EXIST. GREASE INV: 6502
NEW BIT. UR CRAP TO REMAIN I / - ` \ \� = *PER SEWn74S BI ILTS
\ \ _,��SNET#209
M.H.
`! 7 PHASE 2 C NC ( O TF: 15 - \ \
to INV• 73.15 7�-' - -
ROP SE ONS VATI Q FUTURE EXPA ION Ap \ \ \ \ \
PROPAN� TANK \C.�.
4046 S.F.
SE NT 1 5 A \ (500 GA \) FF.76.50 \ TF:�73. \ \ \ \ \ \ SNET#208
JIMP
\ /
..,INV.7..•.75PHASE I / r/ �� \ ��---_✓/ // \ \\
` W.F. 5 rT••.. \ APPROX. LOCA bN EXISTING
74,5 ' O ROP:- S.F. ' 1 WATER SERVICE
x .10 �2� PROP: - ADD \
TE /TF975 60 I \ gkH
x7 . 8 L WIRO OF CH I NV: 94 I \ �7� ATOH EXIST. GRADE
� , i \ ))✓ / / / / \ \ \
( ) \' ;y \ F k F sow,\ L INS 3.37 / \ I , \ SNET#207
P. EE ETAI / l / / \ / / \
/ \ \ 6• PVC \ / / �Lo L� \�8 / i -� \ \
v /- PROP. 01 �AR�TOR 5�0.59: / GAS \9\ ✓ �1 1 1' �2
INV OUT 351
7 1
/ \ INV. IN: 76 PAD / _1?
M.H.
x71.31 / / IY / / /7 / �T UN� /BIT. ,PAVE77 �/ FUEL / / ' EXIST. BUILDING / / / , / / _ ,\ q / F.=72.20
I •71. x71. x71.3 / / s� / 1 / / / / SEE/NOTE � - / / / TANKSTORAGE \ /
C C. F ED D / i
w c OFF I ON � OL /
ANK 0 LOPS F OLOW LL/ / / / /1 / / EXIST: ' �-S OAP &
V W a / / BUILDING � WAS SE TOP PI L Y t1
AT 73 0 \ PR P SED RAP AK / / / r /J /' // 1781-5 F \ i INSTALL
i 06 // / I / / EXIST. BUILDING 1
NV:7 .0 3.56 -7 W.F / / s / 5,000 S.F. 3 AR NG
CONC. FL REd TQNFD yy F 1 W F. A l 7 1 7 / // / / BPARKINGUS ST
(8 BUSES)
L L /�
-77-
l
♦♦ ry/p TF / / I Via /� - � ��//
2a s ♦ sry / I /
0. f
s -77-
I -MA SL(}P 3H:1V
W.F. 100 ` ` • \1 r ► 1 / /
W.F. 102 /
W.F. 103 ` HAY -BALES OO /
(TYP. SEL-DE-TA+L7) - , FR A
\ W.F. 10-UM4�A2 h \ _ - --
\ UPLAND REVIEW AREA
\ W.F. 105
C.F. 106
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
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY 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.
RICHARD P. MARTEL
12882
LIC. No.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
Tel. 860. 291 • 8755 � Fax 860.291•8757 TOPO�nPwOERO3
AOw
&es■ignA9%
rof ess■onals, 'n�■ oNTRoL PLAN
DESIGN:GBS ORAWN.• R✓N CHECKED: RPM
civil engineers • planners surveyors
landscape architects • gis • gps JOB NO.: 1433 I DATE.• 2116104
165 South Satellite Road, South Windsor, Connecticut 06074 DRAW/NG NO.: SERVER/✓OBS/1433/1433-3
OWNER APPLICANT:
POST ROAD STAGE:, INC.
1105 STRONG ROAD
SOUTH WINDSOR, CT 06074
TEL. (860) 644-1531
RESURVEY PREPARED FOR: SHEET
-POST ROAD STAGES, INC. 4
R077 STRONG ROAD
SOUTH
r � Tea WINDSOR,
�y�7�T}��r CONNECTICUT 5
Z�x
z
r.
M
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; ALL CONSTRUCTION
TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
OF ANY UTILITIES OR SIGNS.
5. EXISTING UTILITIES AS DEPICTED ON THESE PLANS ARE TAKEN FROM AVAILABE 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.
6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES.
7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS
AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
8. CONSTRUCT AND STABILIZE WATER QUALITY/DETENTION BASIN INCLUDING OUTLET
STRUCTURE, AS SHOWN ON THE PLANS, PRIOR TO CONSTRUCTION OF STORM DRAINAGE SYSTEM.
NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH
LOAM AND SEED, OR EROSION CONTROL MATTiNGS.
9. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS.
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
10. BEGIN CONSTRUCTION OF BUILDING.
11. PLACE PAVEMENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
12, 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
SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED.
13. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN
AREAS OF FOUNDATIONS ARE COMLETE. CONSTRUCTION OF FOUNDATIONS TO BE
COMPLETED AS PART OF OVERALL SITE WORK. COMLETION OF BUILDINGS TO BE DONE
IN PHASES AS ECONOMIC CONDITIONS DICTATE.
ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2004
ESTIMATED COMPLETION DATE FOR THE PROJECT -
MAINTENANCE AND OPERATION
THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO ENSURE THE PROPER AND EFFICIENT
OPFRATION OF THE STORM WATER DETENTION BASIN SYSTEM. THE FOLLOWING MAINTENANCE SCHEDULE
IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY
BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE DEPOSITION OF EXCESS DEBRIS
IN THE SYSTEM.
PIPE OUTLET LOCATIONS: THE PIPE OUTLETS AND ASSOCIATED RIPRAP SHALL BE INSPECTED ANNUALLY
AND CLEANED OF SILT AND/OR DEBRIS. THE RIPRAP SHALL BE REPLENISHED AS REQUIRED.
CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY. THE SUMPS
SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES 1'.
PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE PER YEAR, IN THE
SPRING BETWEEN APRIL 1 AND MAY 1.
OUTLET STRUCTURE: THE DETENTION BASIN OUTLET SHALL BE INSPECTED ANNUALLY, AND ALL DEBRIS
AND SILT SHALL BE REMOVED. THE DISCHARGE POINT FROM THE OUTLET SYSTEM SHALL BE INSPECTED
ALSO, AND ALL SILT AND DEBRIS SHALL BE REMOVED. THE RIPRAP AT THE DISCHARGE SHALL BE
REARRANGED AND REPLENISHED AS NEEDED. ALL SILT AND DEBRIS SHALL BE DISPOSED OF AT A
SUITABLE LOCATION.
DETENTION/610FILTRATiON BASIN & VEGETATED SWALE: THESE AREAS SHALL BE
INSPECTED BI-ANNUALLY FOR SEDIMENT DEPOSITING, PROPER FUNCTIONING, AND
REPAIRED/CLEANED AS REQUIRED.
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE CONNECTICUT COUNCIL FOR SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED
IN PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED.
2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" x 2" x 36"
WOODEN STAKES PER BALE.
3. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
4. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE FOR SWEEPING EXISTING ROADS AS
REQUIRED.
7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD SHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
8. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECEIVE MULCH AND TEMPORARY
SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERENNIAL RYEGRASS 1.0# / 1000 S.F.
9. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
10. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
11. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND.
12. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE.
a
0
BITUMINOUS CURB
N.T.S.
D
SLOPE
B
1" MIN
WALL (SEE NOTE 2) z
SECTION X-X
DETAIL 'A'
nts DETAIL 'A' FOR USE WITH COR-
RUGATED METAL PIPE 54" OR
LARGER.
t 71N
a1
o a
END VIEW
POURED CONCRETE CUTOFF WALL
OR PRECAST CATCH BASIN SUMP,
ANCHORED TO CULVERT END
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
FLARE
RE►NFORCEMENT
ONE LAYER ONLY W CENTER OF WALL
DIA.
A
B
C
D
E
F
R,
R2
LONGIMWAAS
AREA OF
TTRRAN VERSE STEEL
SQ.IN.PER FOOT
SQ.M.PER FOOT
18"
9"
2'-3"
3'-10"
6'-1"
3'-0"
2'-5"
V-31/2"
1'-0'
0.060
0.060
21"
9"
V-11"
V-2"
6'-l'
S-6-
2'-71/2'
V-4-
1'-1"
0.066
0.066
24"
9 1/2`
3'-7 1{2'
2'-6`
6'-1 1/2
4'-0'
2'-9 3/16
'-4 f3/ire•
1'-2'
0.72
0.072
30•
V-0"
4'-6
'-7 3/4-
V-t 3/4
5'-0-
V-1"
V-6 1/2"
V-3`
0.084
0,084
36
1'-3"
V-3"
V-10 3/4"
B'-1 3/4
6'-0"
'-11 tt/15
2'-5/i6'
1'-8`
0.096
0.096
42`
1'-9"
5'-3"
V-11"
8'-2"
W-6"
4'-5 7/8
-3 1/2"
V-10"
0.108
0.108
48'
2'-0'
6'-0"
2'-2-
W-2"
7'-0"
4'-6 1/2"
'-4 1/2"
V-10"
0.120
0.120
54"
60"
2'-3"
2'-6"
5'-5"
5'-0"
V-11"
3'-3"
8'-4"
8'-3"
7'-6"
8'-0'
5'-5 1 2"
6'-1 2"
'-9 1 8
3'-11/16"
2'-0"
2'-0'
0.132
0.144
0,132
0.144
12`
4"
2'-0"
4'-3/8"
W-3/8-
V-0'
V-7 15/18
10 1 /4'
9"
0.048
0.048
15"
6'
2'-3"
3'-10"
6'-l'
2'-6"
2'-5/16"
1--1/2"
11"
0.054
0.054
FLARED END
nts
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
Sedimentation and Erosion Control Plan
Narrative:
Introduction: The site is located on the south side of Strong Road in South
Windsor, Connecticut, and contains a total of 3.5 Acres. The site is presently the
headquarters for a charter bus company, with a fleet of 18 buses. Existing buildings
on the site are used for bus and fuel storage and vehicle maintenance. There is
currently an oil -water separator installed and in service. A lav-dump is also located
on site.
Approximately 30 % of the site is classified as wetlands. The wetlands cover the
western half of the property.
Proposed Development : An enclosed maintenance building is proposed as an
addition to the main existing building. The addition will house a new lavdump and
wash bay. The wash bay will be discharged through a new oil -water separator
before connecting to the existing sanitary lateral. An additional manhole will also
be constructed along this connecting line. The development also calls for the
construction of a paved circulation route into the addition and around the existing
buildings, as well as additional parking in the souther-ly rear section of the lot. All
pavement will be graded to drain to the southwest corner of the lot, where a stone
leakoff will direct rlmoff into a water quality basin in the far southwest comer of
the site. For additional details on the storm drainage design, see the Stormwater
Management Plan.
Additionally, a well will be installed in the southwest section of the lot, just to the
west of the new bituminous pavement to service the existing and proposed
buildings.
Approximately 1,987 S.F. of wetlands will be directly disturbed by the construction
of the access route.
The major erosion control concern on the project is for the protection of the
wetlands on site from sediment loads resulting from additional pavement runciff.
Erosion Control fencing in conjunction with the temporary sediment basin is
expected to be sufficient to protect the wetlands from construction activities. As a
measure to protect the wetlands, the water quality basin will be used as a sediment
basin during construction. The site will also be stabilized as quickly as feasible
during the construction process.
The planned start date for construction is the Spring/Summer of 2004,
The planned com
pletion mpletion date for construction of the addition, parking and water
quality basin is Spring 2005 for Phase 1.
Maintenance & Operation Erosion/Sedimentation Control Systems : An
extensive erosion/sedimentation control plan has been developed as part of the
proposed design. These measures include the following:
1. Installation of silt fence downslope of disturbed areas.
2. Installation of silt fence around stockpiled materials.
3. Installation of an erosion control blanket on the slopes of the water quality
basin.
4. Use of the water quality basin during construction as a sediment basin.
5. Seeding and mulching disturbed areas as soon as practical during construction.
6. Limiting the areas of disturbance during construction
7 Installation of construction entrance pads, and sweeping of radways as needed.
8. Maintenance of the above measures
The Maintenance schedule and requirements for the measures are listed below.
The requirements stated are a summary Of the requirements per the State Erosion
Control Manual. The contractor will be required to meet all requirements of the
State Manual.
Silt Fence: Inspect a minimum of once per week and within 24 hours of the end of
a storm with a rainfall amount of 0.5" or greater to determine maintenance needs.
When used for dewatering operations, inspect frequently before, during and after
pumping operations. Remove the sediment deposits when sediment reaches
apprxoimately on half of height of the existing fence. Replace or repair the fence
within 24 hours of observed failure.
Temporary Sediment Basin: Inspect the temporary sediment basin at least once a
week and within 24 hours of the end of a storm with a rainfall amount of 0.5 inch
or greater to determine condition in the basin. Clean the sediment basin of
sediments when sediiment accumulation exceeds one half of the wet storage
capacity for the basin or when the depth of available pool is reduced to 18 inches,
whichever is achieved first. Sediment levels shall be marked within the sediment
storage areas by stakes or other means showing the threshold elevations for
sediment cleanout. Prior to removal of sediment, dewater basin avoiding discharge
of sediment into any watercourse. Dispose of sediment by spreading in an area
outside of wetlands and upland review areas. Place silt fence around the spread
sediment, and seed
The erosion/sedimentation control plan is contained within the design plans and
details.
Permanent Maintenance and Operation : The following maintenance operations
will be required to ensure the proper and efficient operation of the Storm Water
System, and Water Quality Basin. The following maintenance schedule is intended
to be a minimum guide, and additional inspections and maintenance measures may
be required following large storm events that could cause the deposition of excess
debris in the system.
Pipe Outlet Location: The pipe outlets and associated riprap shall be inspected
annually and cleaned of silt and/or debris. The riprap shall be reshaped and
replenished as required.
Pavement Sweeping: The parking lot shall be swept at a minimum of twice per
year. Once in the spring shortly after the end of the snow season, and once in the
fall after the leaves have fallen.
Water Quality Basin: The water quality basin shall be inspected twice yearly.
All large woody growth that may affect the flow of water or the stability of the
basin shall be removed. The spillway shall also be inspected after any flow
passes through it. The riprap shall be rearranged and added to as required to
maintain the design as per the design plans. Any erosion or other problems that
may affect the proper operation of the water quality basin shall be repaired
promptly.
The project will require Inland Wetlands approval and Planning and Zoning
Commission approval from the Town of South Windsor, Connecticut prior to
construction. In addition, the project will need a Stormwater permit for
construction activities from the CT DEP as well as a General Permit for the
Discharge of Vehicle Maintenance Wastewater from the CT DEP for the
installation of a new oil -water separator.
The maintenance of the permanent measures will be the responsibility of the
property owners.
The contact for emergencies during construction would be the owner (Post Road
Stages, Inc.) or their designated contact (such as site general contractor).
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
8-27-04
REVISE SITE ADDRESS
BY A LICENSED LAND SURVEYOR PRIOR TO
2
8-18-04
ADD FLARED END DETAIL
CONSTRUCTION.
1
4-20-04
PER TOWN COMMENTS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
I DESCRIPTION
ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT
EXCAVATE A 6'x6' TRENCH FENCING TO THE
5' UPSLOPE POST UPSLOPE FROM POSTS. SILT END OF THE POST
FOR STABIUTY FENCING
AND SELF-
CLEANING.
95,
-c 12" MIN.
3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
N.T.S.
LAWN / STREETS /
CROSS-COUNTRY PAYED AREAS
TOPSOIL k SOD OR SEED
4•�
APPROVED GRANULAR NON -
ORGANIC BACKFlLL MATERIAL
A. -'a<• <^ . s.
PLACED AND COMPACIED N
:..
ONE FOOT (11 (MAX) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
<
12 (MIN.) TO 24' (MAX.) ABOVE
TOP OF PIPE.
T-- - -
SAND BLANKET
12' MN. �>
•r. -
PIP AS SPECIFIED
E,
1/2 MD. PIPE
'
3/4' BROKEN TRAPROCK
1/2 C.D. PIPE •: '
9
FILTER FABRIC
6"1MN. .4' ..
(SEE NOTE)
D.D.
PIPE
1 " AN MN. - f.
SECTION
STON
NOTE:
g
1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE
6" MIN. : i ' '
NECESSARY PG. M-46
2. FILTER FABRIC SHALL BE NONWOVEN
CLASS 2, WITH PERMITTIVITY OF
1' 6• 1'
0.5 TO RI SEC' AND ADS OF
0,43 mm TO 022nh AND SHALL
PIPE - IN GROUND WATER
MEET AASHTO M288-96
NOT TO SCALE
TYPICAL SANITARY SEWER
TRENCH
SECTION
N.T.S.
INLE
5' 0'
7'
1V OIA. INLET 18" OIA.
MANHOLE OUTLET
9'-0" -�
SECTION
NOTES:
1. EXTERIOR OF SEPARATOR AND EXTENSION TO GRADE MANHOLES
TO BE COATED WITH A WATERPROOF SEALANT.
2. INTERIOR OF SEPARATOR TO BE COATED WITH EPDXY
PETROLEUM RESISTANT SEALANT RESISTANT TO GASOLINE.
OIL, AND SOLVENTS.
3. SEPARATOR TO BE STRUCTURALLY SEAMLESS.
4. CONCRETE - 5D00 PSI AT 28 DAYS.
5. REINFORCED FOR H-20 LOADING.
6. JOINT SEALED W/BUM RUBBER CASKET.
7. TEES FOR INLET & OUTLET ARE SUPPLIED BY PURCHASER.
PRECAST CONCRETE OIL/WATER SEPARATOR
1000 GALLONS
N.T.S.
TYPICAL STAPLES
NO.. I8 Gauge WIre
(
III
�I I I
t
DRIVEWAY
00o 00
000 a
1A. ry rl ri
O 0 O 0 O 6" CT D.O.T. 2" STONE TO BE PLACED
17 0 O o O OVER FILTER FABRIC MATERIAL
DOD OO
o O 0 o 0 SEE SEDIMENT AND EROSION
0 0 O 0 O SHEET FOR PAVEMENT WIDTHS
0O0 O0 FLOW
1313O 00
000 00
Duo 00 /
D00 O0o (1
EDGE OF PAVEMENT 2
THRU STREET
�iriiQ�: I �Ifii[�3Q, MY ll� _ 1 •
CONCRETE OR
BRICK INVERT
B B
14"X10' FORGED ALUMINUM
SAFETY RUNG MANHOLE
..- FLOW 'I I'� 5" STEPS 16"O.C. TOP STEP
TO BE 4• BELOW FRAME
SECTION A -A I.._ 4"
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE WITH
MAX. OF FOUR COURSES
OF CONC. BRICK
s-oro
b W
I
Y V
I
L
16"TYP PRECAST REINFORCED
CONCRETE MANHOLE
ECCENTRIC CONE
w
5'
ALUM.
pp
rc
STEP
P REINFORCED CONCRETE
l
MANHOLE SECTIONS WITH
�S
"0 RING' JOINTS
rc�
5"
,o -K
A
4'-0' DIA
A REINFORCEO CONCRETE
m
MANHOLE BASE
+ z
j
FLOW
�It11
-.17LICBO
CONCRETE OR BRICK
MORTAR INVERT
6' 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED PRECAST CONCRETE MANHOLE
not to scale
STORM SEWER STRUCTURE
SUBGRADE
FLOW
WITH TWO 2"x2"x3'
IN EACH BALE
62T
r
PROPOSED SANITARY SEWER
STO PER
PROPERTY LINE
6" Y BRANCH
6"-30' BEND
EDGE OF PAVEMENT
6" Y BRANCH
STOPPER
6"-30' BEND
CRUSHED STONE
(WHERE REWIRED)
JOINTING MATERIAL IN
WOOD 2'z 2" STRIP TO BE CONNECTION TO BE SAME
CARRIED FROM SEWER TO AS MAIN SEWERS
IUTLET SURFACE OF GROUND
NOTES:
1. ALL CONNECTIONS TO BE
LAID TO GRADE OF 1/4" PER FT.
FFLE 6" Y BRANCH MIN, AND CARRIED TO THE EDGE
AS �SPPEECIIFIIED/,BY THE
��77E�ENGINEER.
2 PAVEMENT ORIPR8AD LINE
TYPICAL SANITARY SEWER
CONNECTIONS
N.T.S.
top end of the blanket or anchor
manufacturers requirements.
Overlap blanket strips. Install staples or other anchoring
�devicea per manufacturers requirements.
/Install staples or other anchoring devices along
outside edge per manufacturers requirements.
Install blanket In good contact with ground.
/'Install on all slopes 3:1 or greater.
of slope
Note: Erosion control blanket shall be installed on disturbed slopes equal
to or steeper than 2: 1.
TYPICAL CROSS-SECTION OF SIDESLOPE
WITH EROSION CONTROL BLANKET
NOT TO SCALE
1.56'
CB GRA
FILTER FABRIC
FILTER
FABRIC
CB TOP
NOTE: REMOVE CB
GRATE. PLACE FILTER FABRIC
REPLACE GRATE TAKING CARE
NOT TO DAMAGE FILTER FABRIC
ANCHOR W/STONE OR EARTH PILE.
CATCH BASIN GRATE
SEDIMENTATION CONTROL
N.T.S.
i. Th
1. The lower surface o1 the cover and the corresponding upper
surface of the frame shall be machine finished to provide a
smooth flat contact of fit, without any tendency for the cover
to rock or rattle.
STORM MANHOLE
ALTERNATE
11►
�11���0O o eyO " o�
ov0 O ®'Z
A 0 O
pq)o 130p0
0 0 00 13 00 00
0a0Of0
o 000�0
SEOTIDN A -A
CAST IRON COVER
N.T.S.
PROCESSED STONE
DUMPSTER PAD DETAIL
N.T.S.
STREETS/
LAWN/
PAVED AREAS
CROSS-COUNTRY
SEE PAVEMENT DETAIL
j
r
Min.
APPROVED GRANULAR NON -ORGANIC
BACKFlLL MATERIAL PLACED AND
O
COMPACTED IN ONE FOOT (MAX.) LIFTS
0 '
12"
O
O. .
O
WARNING TAPE PER CONN. GENERAL
STATUTE 16-345, AS AMENDED,
O '
PLACED 12" (MIN.) TO 24" (MAX.)
O
O
ABOVE THE TOP OF THE PIPE.
BANK RUN GRAVEL FILL
PLACED AND COMPACTED
U
IN 6" LAYERS. NO
.O
STONE LARGER THAN
1-1/2". MATERIAL
SHALL MEET D.O.T.
12"
PIPE, AS SPECIFIED M.02.05
- '
1/2 O.D.
3/4" BROKEN TRAPROCK
PIPE
3/4" CRUSHED STONE BEDDING
1/2 O.D.
MATERIAL IN ROCK EXCAVATION OR
PIPE
AS DIRECTED BY THE ENGINEER.
THE MATERIAL SHALL MEET D.O.T.
6" Min.
4 4
Q Q
Q
4 a d
4 d
M.01.01.21 FOR 3/4'" STONE.
a4
BACKFlLL TO CENTERLINE OF PIPE
WHEN USING POLYETHYLENE OR A.B.S PIPE.
12" -I O.D. �I� 12"
PIPE
TYPICAL STORM DRAIN TRENCH SECTION
NOT TO SCALE
EARTH OR
STONE ANCHOR
PILE
STRAW BALE
1. EXCAVATE A TRENCH 4"
DEEP AND THE WIDTH OF A Ill III 2. PLACE AND STAKE STRAW
SUBGRADE STRAW BALE. BALES, TWO STAKES PER BALE.
till
Sill IF# lll) l rl BINDING WIRE OR TWINE
STAKE
u PACKED STRAW
0
PLAN VIEW COMPACTED BACKFlLL
4. BACKFlLL AND COMPACT
3. WEDGE LOOSE STRAW Il THE EXCAVATED SOIL AS
BETWEEN BALES TO CREATE 1 fl ill fI SHOWN ON THE UPHILL SIDE
A CONTINUOUS BARRIER. I { OF THE BARRIER TO PRE -
It I li I I II VENT PIPING.
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WIDTH VARIES
1-1/2" BITUMINOUS CONCRETE CLASS 2
SURFACE COURSE (COMPACTED) AND
BITUMINOUS CONCRETE CLASS_ 1
BINDER COURSE (COMPACTED)
RISE 1 /4" PER FT OR
6" MIN. BANK RUN GRAVEL SUBBASE
OVER PREPARED SUBGRADE (COMPACTE
MEET GRADATION OF M2.06 GRADING B
Tel. 860.291 • 8755
� Fax 860.291 • 8757 D�� „ ��S
RAM esign . w
RAM &rofessionals, Inc.
civil engineers • planners *surveyors DESIGN.•RAIV DRAWN.•RAM CHECKED.• GBS
RAM
landscape architects • gis a gps JOB NO.: 1433 DATE 2116104
3 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: SERVER/JOBS/1433/1433-5.DWG
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BE HIGHER THAN ELEVATION AT
POINT B.
CROSS SECTION
BALED HAY OR STRAW INSTALLATION
N.T.S.
:ADE
5" THICK CONC. DUMPSTER PAD -
(SEE PLANS FOR DIMENSIONS) LV
DUMPSTER ENCLOSURE DETAIL
N.T.S.
CROSS SECTION
BITUMINOUS CONCRETE PAVEMENT
N.T.S.
M
6" PROCESSED TAPROCK BASE
(COMPACTED) MEET GRADATION M05.01-1
PREPARED FOR:
PCJST ROAD STAGES, INC.
n077 STERBONG ROAD
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CROSS SECTION
BALED HAY OR STRAW INSTALLATION
N.T.S.
:ADE
5" THICK CONC. DUMPSTER PAD -
(SEE PLANS FOR DIMENSIONS) LV
DUMPSTER ENCLOSURE DETAIL
N.T.S.
CROSS SECTION
BITUMINOUS CONCRETE PAVEMENT
N.T.S.
M
6" PROCESSED TAPROCK BASE
(COMPACTED) MEET GRADATION M05.01-1
PREPARED FOR:
PCJST ROAD STAGES, INC.
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NOTE:
FOR LANDSCAPE SCHEDULE, NOTES AND DETAILS, SEE SHEET L2.
N /F
FRANCES S. COLLINS
SEEDING M XTURE
TYPE 11 Z�
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WATER QUALITY BASIN PLANTING BLOW-UP
WATER SCALE: 1 "=20'
MAP REFERENCE:
1. SITE PLAN OF DEVELOPMENT PROPERTY SURVEYED FOR HAROLD J. A. COLLINS
STRONG ROAD SOUTH WINDSOR, CONN. SCALE 1"=40', OCT. 1981, REV TO NOV.
1995, PETERSEN & HOFFMAN.
2. RESUBDIVISION PLAN PROPERTY SURVEYED FOR HAROLD J. A. COLLINS AND
FRANCES S. COLLINS, STRONG, PIERCE & FOSTER ROADS, SOUTH WINDSOR,
CONNECTICUT SCALE 1"=200 FEET, MARCH 1987 BE PETERSEN & HOFFMAN.
3. PLOT PLAN - PROPERTY SURVEYED FOR HAROLD J. A. COLLINS STRONG ROAD,
SOUTH WINDSOR, CONN. SCALE 1"=40', OCT. 1981 REV. TO SEPT. 1985 BY
PETERSEN & HOFFMAN.
LIMIT OF 80'
UPLAND REVIEW AREA
\ \ / EXIST. GRAVEL
PARKING LOT
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STORAGE / / / / /SO" MAPL
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FRANCS E COLLINS
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UPLAND REVIEW AREA 1
OWNER/APPLICANT:
POST ROAD STAGES, INC.
1105 STRONG ROAD
SOUTH WINDSOR, CT 06074
TEL. (860) 644-1531
LANDSCAPE PLANTING SCHEDULE
LANDSCAPE NOTES:
QUANTITY
KEY SCIENTIFIC NAME
COMMON NAME
SIZE
TYPE
REMARKS:
EVERGREEN TREES:
8
PS PINUS STROBUSI
'TECHNY'
EASTERN WHITE PINE
6' HT
B&B
PLANT AS SHOWN 80'HT-40'W)
5
TO THUJA OCCIDENTALIS
MISSION ARBORVITAE
6' HT
B&B
PLANT AS SHOWN (20'HT-10'W)
SHRUBS
12
A AMELANCHIER CANADENSIS
SHADBLOW
4'-6' HT.
CONT.
MULTI -STEM
4
CO CEPHALANTHUS OCCIDENTALIS
BUTTONBUSH
3'-4' HT.
CONT.
6' O.C.
20
CA2 CORNUS AMOMUM
SILKY DOGWOOD
3' HT.
CONT.
5O.C.
34
CS CORNUS SERICEA
RED OSIER DOGWOOD
3' HT.
CONT.
5' O.C.
8
JH JUNIPEROUS HORIZONTALIS
PRINCE OF WALES
18" SPRD
CONT.
6' O.C.
'PRINCE OF WALES'
HORIZONTAL JUNIPER
23+
SB SPIRAEA X BUMALDA
ANTHONY WATERER
24" HT.
CONT.
4' O.C.
IANTHONY WATERER'
SPIREN
18
VDP VIBURNUM DENTATUM
NORTHERN ARROWOOD
3'-4' HT.
CONT.
5' O.C.
GROUND COVER: NOTE:
LAWN OR BARK MULCH/FLOWER BEDS TO BE PROVIDED FOR FOUNDATION PLANTING QUANTITIES, SEE SHEET L-3
FOR EACH INDIVIDUAL UNIT OPTION
AREAS FOR WETLANDS MITIGATION/RESTORATION
OUTSIDE WATER QUALITY BASIN
SCIENTFIC NAME COMMON NAME
CAREX CRINITA FRINGED SEDGE
CAREX LURIDA LURID SEDGE
CAREX STRICTA TUSSOCK SEDGE
NOTE: THE ABOVE PLANTS SHALL BE INSTALLED IN DISTURBED WETLANDS AREAS OTHER THAN THE STORM DETENTION
BASIN. THE PLACEMENT OF PLANTS IN 4" PEAT POTS SHALL BE 3' O.C. AND PLACED AS DIRECTED IN THE FIELD BY THE
LANDSCAPE ARCHITECT AND TOWN STAFF. SPRING PLANTING ONLY.
ALL WETLAND MARSH PLANTINGS SHALL HAVE THEIR GENETIC ORIGIN FROM CONNECTICUT.
THE CONTRACTOR SHALL PROVIDE OWNER WITH A CERTIFICATE OF COMPLIANCE AND COPIES
OF THE NURSERY INVOICE.(4" POTS-3' O.C.MAX.)
PLANTINGS TO BE PLANTED IN BUFFER AREAS SHALL HAVE SHRUBS PLANTED IN GROUPINGS,
FIVE FEET ON CENTER. SHRUBS SHALL BE CONTAINER GROWN, 36"HT. AT TIME OF PLANTING.
BASIN PLANTINGS - TO BE DONE UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT.
THE FOLLOWING PLANTS SHALL BE INSTALLED WITHIN THE WATER QUALITY BASIN. THE PLANTS
SHALL BE SPACED ON 3' CENTERS. THE ACTUAL PLANTS TO BE USED SHALL DEPEND UPON AVAILABILITY.
(TOTAL AREA=4329f SF)
KEY SCIENTIFIC NAME
O CAREX CRINITA
CAREX LURIDA
0 CAREX STRICTA
JUNCUS CANADENSIS
O JUNCUS EFFUSUS
O SCIRPUS CYPERINUS
COMMON NAME
QUANTITY
FRINGED SEDGE
26
LURID SEDGE
142
TUSSOCK SEDGE
161
CANADA RUSH
49
SOFT RUSH
71
WOOL GRASS
32
481 TOTAL
WIRE OR CABLE SIZES SHALL BE AS FOLLOWS:
TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE
TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE
TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE
SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE.
TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED
INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK.
13 MM (0.5 IN.) DIAM
PLASTIC HOSE
GALVANIZED WIRE OR
TWIST WIRE TO TIGHTS
TURNBUCKLES FOR TR
150 MM (6 IN.) CALIF
750 MM (30 IN.) LO
WOOD STAKE.
ALL STAKES SHALL BE _...._.. __
THE EDGE OF THE ROOT BALL
SING OR OTHER VISUAL
ACH WIRE.
NAL METAL DRIVE ANCHORS,
_LED PER MANUFACTURERS
TIONS.
ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK
IS A MINIMUM OF 12 MM (0.5 IN.).
REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM
THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST
GROWING SEASON AFTER PLANTING.
TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF.
THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT.
o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE.
o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE.
o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL, CORRECT THE PLANTING PROCEDURE.
o ROOT BALLS PLACED ON SOFT SOIL TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING.
o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE.
o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE.
NOTES
1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF
OWNER'S REPRESENTATIVE.
2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT
TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY.
TREE STAKING DETAIL
TREES 3 INCH CALIBER OR LARGER
o { x
zz
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
8-27-04
REVISE SITE ADDRESS
RAM
CONSTRUCTION.
1
6-22-04
ADD ISLAND PLANTINGS
RAM
l
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
DO NOT HEAVILY PRUNE THE TREE AT PLANTING
PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT
LEADERS AND BROKEN OR DEAD BRANCHES.
SOME INFERIOR TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT ,
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
MARK THE NORTH SIDE OF THE TREE -
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE SITE WHEN EVER
POSSIBLE.
SET TOP OF ROOT BALI, FLUSH TO
GRADE OR 25-50 MM 1-2 IN.
HIGHER IN SLOWLY D ING SOILS.
BALL DIAMETER
+ 12"
SHRUB PANTING
NOTE: FOR DETAILED REQUIREMENTS -
RELATED TO THE PLANTING OF THE TREE
IN THE IMPROVED SOIL, SEE
"TREE PLANTING DETAIL."
LOAMY SOIL
TAMP SOIL AROUND ROOT BALL - 2 TIMES
BASE FIRMLY WITH FOOT PRESSURE THE ROOT BALL DIAMETER
SO THAT ROOT BALL DOES NOT SHIFT.
3" HIGH EARTH SAUCER (TYP.)
3" SHREDDED BARK MULCH
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1" SHREDDED BARK MULCH
GROUND COVER BEDS
COMPACTED SUBGRADE (TYP.)
PLANTING SOIL MIXTURE (TYP.)
DEPTH - 12"(MIN.)
BACK FILL WITH EXISTING SOIL
IN SANDY LOAM SOILS, ADD 20%
MAX, BY VOLUME COMPOSTED
ORGANIC MATERIAL TO THE EXISTING
SOIL.
\-
1:1 SLOPE ON SIDES OF
PLANTING HOLE.
UNEXCAVATED OR
COMPACTED MOUND
UNDER THE ROOT BALL TO
PREVENT SETTLEMENT.
LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF
BETWEEN 15 TO 27%: LOAM, SANDY LOAM AND SILT LOAM. NOTE THAT SOILS AT THE OUTER LIMITS OF
THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL.
LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS, A MIXTURE OF SAND, SILT AND CLAY
PARTICLES WITH A MINIMUM OF 1.5% BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO
COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR
MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE, DRAINAGE CAPABILITY, PH, AND NUTRIENT VALUES PRIOR
TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS.
SOIL IMPROVEMENT DETAIL
TREES PLANTED IN NON -RESTRICTED SOIL CONDITIONS
NOTE: THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF
45 SO. M (500 SQ. FT)
FLARE IS NOT VISIBLE SHALL
DO NOT COVER THE TOP OF
BALL WITH SOIL.
200 MM (8 IN.)
r rr rr rrrrr rrrrr rr r,r,r,r, , , , , 100 MM (4 IN.) HIGH EARTH SAUCER
rrrrr BEYOND EDGE OF ROOT BALL.
50 MM (2 IN.). MULCH. DO NO PLACE rrrrrrtr rrrr r r + r r
MULCH INN CONTACT WITH TREE TRUNK. rrr'rrrrrrrrREMOVE ALL TWINE, ROPE AND WIRE, AND
MAINTAIN THE MULCH WEED -FREE FOR ,,,,, r r r r r r r r r r r r r r r r r r r r r r
A MINIMUM OF ONE YEAR AFTER r r r r r r r r r r r r r r r r r r r r r r r r r r BURLAP FROM TOP HALF OF ROOT BALL
PLANTING. r e r rr r rrrrrr r rr r 1 t
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES
AND FOLD DOWN 200 MM (6 IN.) INTO PLANTING HOLE.
NOTE: FOR DIMENSIONS OF OR TAMPEDTSOILL ON UNEXCAVATED
PLANTING AREAS, TYPES OF SOIL
AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL
SEE 'SOIL IMPROVEMENT DETAILS.' BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
TREE PLANTING DETAIL
B&B TREES IN ALL SOIL TYPES
NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE
PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY OWNER'S REPRESENTATIVE.
2. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL
AREAS AND BUFFERING.
3. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL,
SOIL AMENDMENTS, AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILIZED
AND ACCEPTED BY OWNER'S REPRESENTATIVE,
4. LAWN GRASS SEED MIXTURE -PERMANENT VEGETATION COVER:
A. SEEDING MIXTURE TYPE I (LAWN AREAS):
KENTUCKY BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
PERENNIAL RYEGRASS 20% OF MIXTURE
APPLICATION RATE: 4.50 LBS PER 1000 S.F.
B. SEEDING MIXTURE TYPE II (LOW MAINTENANCE)
PERENNIAL RYE GRASS 10% OF MIXTURE
CREEPING RED FESCUE 10% OF MIXTURE
ALSIKE CLOVER 5% OF MIXTURE
RED TOP 5% OF MIXTURE
TALL FESCUE 70% OF MIXTURE
APPLICATION RATE: 5.00 LBS PER 1000 S.F.
5. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK,
ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
6. PLANTING SEASONS: SPRING- MARCH 15 TO JUNE 10
FALL- SEPTEMBER 15 TO NOVEMBER 15
7. PLANTING SEASON VARIENCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING
OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING
FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIENCE IN THE PLANTING
SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD.
8. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
9. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
10. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO:
A. BARK MULCH- 10%-12%
B. COURSE SAND- AS NECESSARY
C. CLAY LOAM TOP SOIL- AS NECESSARY
D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING
SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE:
A. GRAVEL -LESS THAN 10%
B. COARSE/MEDIAN SAND- 55%-65%
C. FIND TO VERY FINE SAND- 15%-35%
D. SILT- 10%-20%
E. CLAY- 15%-20%
11. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND
CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE
A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER
SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION.
12. UNLESS OTHERWISE INDICATED, ALL AREAS DISTURBED SHALL BE SEEDED WITH SEEDING MIXTURE TYPE I.
SEEDING SCHEDULE
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS
INDICATED BELOW, CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS
PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR
EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE
(EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100%. APPLY ONE POUND
PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE.
SWALE
USE 100% TALL FESCUE AT A SEEDING RATE OF 5 LBS/1000 S.F. (5197 S.F.)
WATER QUALITY BASIN VEGETATION (WET BOTTOM)
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1. ONCE THE DETENTION BASIN HAS BEEN
GRADED TO THE DESIRED DEPTH AND SIZE IT SHALL BE LINED WITH A MINIMUM OF 12" OF TOPSOIL.
UPSLOPE AREAS OF THE BASIN SHALL BE PLANTED WITH PERMANENT VEGETATIVE COVER AS DETAILED
ABOVE AND LANDSCAPED ACCORDING TO THE LANDSCAPE PLAN.
SEEDING RATE: 1LB/3,000 S.F., SHALL BE THE "2000 WETLAND SEED MIX," AS MANUFACTURED
BY BLACKLEDGE RIVER NURSERY, 155 JERRY DANIELS ROAD, MARLBOROUGH, CT 06477,
TELEPHONE (860) 295-1022, OR APPROVED EQUAL. BOTTOM OF BASIN SHALL INCLUDE A 30%
ORGANIC SOIL AMENDMENT BY VOLUME. STABILIZE WITH HAY MULCH OR JUTE NETTING.
NO FERTILIZER TO BE PLACED WITHIN WATER QUALITY BASIN.
Tel. 860.291 • 8755
Fax 860.291.8757
esign rofessionals, inG.
■
civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
C AHUnw8C�APE DETAL8
DESIGN: RLB DRAWN.• RAM I CHECKED: GBS
✓Oa No.: 1433 1DA TE: 419104
DRAWNG NO.: 1433-L 1
OWNER/APPLICANT:
POST ROAD STAGES, INC.
1105 STRONG ROAD
SOUTH WINDSOR, CT 06074
TEL. (860) 644-1531
PREPARED FOR:
POST R DAD STAGES, INC.
R077 STRONG ROAD
SOUTH WIINDSOR, CONN ECTIICUT
SHEET
i
NOTE: ALL WALKDOORS ARE FIELD
LOCATED, UNLESS NOTED.
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REVISIONS
ANCHOR BOLT PLAN
NOTE: All Base Plates 0 100'-0" (U.N.)
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HERITAGE
BUILDING
SYSTEMS
2612 GRIBBLE STREET
NORTH UrrLE ROCK, ARK ;1114
1=800-643-5555
0 Dia= 3/4'
DESCRIPTION: ANCHOR BOLT PLAN
CUSTOMER: POST ROAD STORAGE
LOCATION: SOUTH WINDSOR, CT 0
HERITAGE JOB # CTX2-4478
AKW 2 4/041 SEE COVER
CM nueDPAV
8,360mM ¢ AB1
RTEC—L
11
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HERITAGE
BUILDING
SYSTEMS
2612 GRIBBLE STREET
NORTH UrrLE ROCK, ARK ;1114
1=800-643-5555
0 Dia= 3/4'
DESCRIPTION: ANCHOR BOLT PLAN
CUSTOMER: POST ROAD STORAGE
LOCATION: SOUTH WINDSOR, CT 0
HERITAGE JOB # CTX2-4478
AKW 2 4/041 SEE COVER
CM nueDPAV
8,360mM ¢ AB1
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PANELS: 26 Go. PR — Desert Sand
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PANELS: 26 Go. PR — Desert Sand
A�CHITECTU�AL PLAN
PREPARED FOR:
LIGHT STONE
W77 STRONG ROAD
SOUTH l l l Vn\ I!> OR, c O\\ I c l l c l I
SHEET
1 8-27-04
NO. DA TE
REVISE SITE ADDRESS
DESCRIPTION
DES1GN.• AKW DRAWN.' AKW CHECKED: CM
RAM doa No.: ,
1433 DA 7 ' 2116104
BY DRAWING NO.: SERVER/JOBS/>433/1433—A 1.DWG
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