8643_SITE PLAN - 207 BOWLES RD..pdf~'(jll3 -
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August 20, 20 I 0
Mark Plasse
Litron, Inc.
207 Bowles Road
Agawam, MA 01001
Dear Mr. Plasse:
•• • Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
At its duly called meeting held on August 19, 20 10 the Agawam Planning Board voted to
approve the Site Plan entitled "New Manutacturing Addition, 207 Bowles Road, Agawam,
Massachusetts 01001 ", prepared by Sage Engineering, LLC and dated 8-11-1O.
If you have any questions, please contact this office at 786-0400, extension 283.
Sincerely,
7~ --r? ~"-Ao-(
Travis P. Ward, Chairman
AGAWAM PLANNING BOARD
TPWIDSD:prk .
cc: Building Department, Engineering Dept., Town Clerk, File
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08/18/2010 14:02 FAX 4138210831 III 001/002
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To:
cc:
From:
Date:
Subject:
•
Planning
File
Engineering
August 19, 2010
Litron Inc. -SP 552
•
TOWN OF AGAWAM
Department 0/ Public Works
1000 Suffield Street • Agawam, MA 01001
Tel (413) 821-0600 • Fax (413) 821-0631
Anthony M. Sylvia -Superintendent
MEMORANDUM
Per your request we have reviewed the site plan entitled: "New Manufactureing Addition, 207
Bowles Road, Agawam, Massachusetts 01001; Prepared for: Litron, 207 Bowles Road,
Agawam, Massachusetts 01001; Prepared by: Sage Engineering, LLC, 199 Servistar Industrial
Way -Suite 2, Westfield, MA 01085; Scale: 1":=30'; Latest revision: 8119/10", and we note the
following:
1. Engineering has been in contact with Sage Engineering regarding the subject site. All
previous concerns by Engineering have been satisfied by Sage Engineering. A full size
final set of stamped & signed plans with the latest revisions shall be sent to Engineering
for our records.
If you have any questions, please do not hesitate to contact our division.
Sincerely,
Richard S. Seidnitzer
Civil Engineer I
S;\SP\552lITRONID1.DOC
Town Engineer
• '.
Memorandum
To: Planning Board
CC: Chief Robert Campbell
From: Sergeant Richard Niles
Subject: Site Plan -Litron, Inc, -Bowles Road
Date: August 17,2010
Based upon the infonnation provide, it would appear this project is of sufficient
distance from the public way as to create little negative impact to pedestrian, bicycle,
and/or motor vehicle traffic safety,
Respectfully Submitted
.do/.R ,~
Sergeant Richard Niles
Safety Officer
Agawam Police Department
ORIGINAL
• •
Memorandum
To: Office of Planning & Community Development
CC: Chief Robert Campbell
From: Sergeant Richard Niles
Subject: Site Plan -207 Bowles Road
Date: August 4, 2010
Based on the information provided, it would appear this addition would have little
negative impact on pedestrian, bicycle, and/or motor vehicle traffic safety.
Respectfully Submitted ~.A-.~
Sergeant Richard Niles
Safety Officer
Agawam Police Department
ORIGINAL
• •
AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT
SITE PLAN REVI EW
REVIEWER: D. Dachos DATE: August 16, 2010
DATE RECEIVED: August 12, 2010 DISTRIBUTION DATE: August 13, 2010
PLANNING BOARD MEETING DATE: August 19, 2010
APPLICANT INFORMATION
1. Name of Business: Litron, Inc.
Address: 207 Bowles Road, Agawam, MA 01001
2. Owner: Mark Plasse
Address: Same
Telephone: 789-0700 Fax: 789-0796
3. Engineer: Sage Engineering & Contracting, Inc.
Address: 199 Servistar Industrial Way, Suite 2
Westfield, MA 01085
Telephone: 562-4884 Fax: 562-4899
PLAN REVIEW
Scale: 1"=30' Date: June 28, 2010, Rev. Aug. 11, 2010
Title Block (Street Address. Applicant's Name, Address. Scale. Name of Preparer of
Plan): O.K.
Description of Project: Proposed 3,687 square foot addition to an existing
manufacturing facility.
Site Plan Review
Page 2
•
Description of Site: Site of proposed addition is currently in lawn.
Provision for Traffic Flow: Unchanged.
Parking: Twenty-five additional parking spaces proposed. There are currently 26 (3
handicapped) parking spaces. Parking for manufacturing is based on the number of
employees, one space for 1.5 employees.
Drainage: See Engineering comments.
Public Utilities: Unchanged.
Landscaping/Screening and Buffers: The following landscape note shall be placed on
the plan: "All plantings must be maintained and that portion of the public way abutting
the parcel and including the treebelt shall be maintained in a safe and attractive condition
by the owner of the parcel."
Sign Location: Unchanged.
Exterior Lighting: All exterior lighting must be recessed and shielded. Wall packs are
discouraged.
Rendering or Elevations: Colors and textures must be provided.
Dumpster Location: Unchanged.
Other Comments or Concerns:
Print
, •
Parcel IO: G7 1 11
Owner: RHM REALTY LLC
Parcel Address: 207 BOWLES RD
Interactive Map
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Date: 8/16/10
796
Page 1 of I
1592 Meters
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http://hosting.tighebond.eorn/agawarn/print.aspx?maptype=5&image=http%3a%2t''102fprojeeIS. ti ghebond. CO... 8/16/20 1 0
•
Town of Agawam
36 Main Street Agawam, Massachusetts 01001-1837
Tel. 413-786-0400 Fax 413-786-9927
MEMO
TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee
FROM: Planning Board -v-t>
SUBJECT: Site Plan -Litron, Inc. -Bowles Road
DATE: August 13,2010
Please review and comment on the attached Site Plan for an addition to Litron, Inc. on Bowles
Road prior to the Board's August 19th meeting.
Thank you.
DSD:prk
• •
SAGE ENGINEERING
ENGINEERING, SURVEYING, lAND PlANNING, SEPTIC AND ENVIRONMENTAL SOWTIONS
February 24, 20 I 0
Dominic Urblnatl
Building Inspector
A<jawam Building Department
I 000 Suffield Street
Agawam, MA 0 I 00 I
RE: Application for Site Plan Approval for an Addition to an eXisting Manufacturing FaCility
at 207 Bowles Road In Agawam Massachusetts. SAGE No. 020G-OG-09
On behalf of Lltron Inc., Sage En<jlneenng .$ Contracting Inc. IS submitting the enclosed
Application for Site Plan Approval ;;Ion<j with (4) full Size 5et5 and ( I 0) I I X I 7 reduced 51ze sets of
51te plans, a Storm Water Management Report, and supporting documents. l.Jtron Inc. IS
proposing to bUild an addition With a 3,G87 S.F. footprint onto the eXisting faCility at 207 Bowles
Road, which IS located In the Agawam RegIonal Industrial Park and IS zoned Industrial A. The new
addition WIll be utilized as manufacturing space. The Site Improvements, an addItion to the padolng
lot With 25 parkmg spaces, extenor concrete pads, and a storm water management system. The
proposed facility Will utilize the water, gas, and electric utilities that currently selVlce the existing
bUlldln<j. The proposed drainage system for the Site consists of an Infiltration baSin, dramage
5wale, and the proposed grading and erosion control measures shown on the Site Plans.
We look forward to working With the Town of Agawam throughout the Site Plan
Approval Process. If there IS any additional mformatlon you reqUire prior to your reVIew then
please feel free to contact us at your convenience.
Sincerely,
SAGE E,'Y5,neerln<j LLC, ~~h< ~ ~ ~ r sopher S e , E.I.T.
Project Civil En<jlneer
CC. Mark Plasse, Lltron Inc., 413-789-0700
SAGE ENGINEERING, LLC
199 SERVI5TAR INDU5TRlAL WAY -5UITE 2
WE5TF1ELD, MA55ACHUSffi5 a I 085
Tel: 413-5G2-4884 00 Fax: 413-5G2-4899
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Table of Contents
I. Application for Site Plan Approval
II. Stormwater Management Report, dated 8-10-10
(Under Separate Cover)
III. Engineered Site Plans, dated 8-11-10
(Under Separate Cover)
• C-1 Existing Conditions Plan
• C-2 Site Layout & Lighting Plan
• C-3 Grading and Utilities Plan
• C-4 Site Details Sheet
• A 1.1 Building Elevations and Floor Plan
SAGE ENGINEERING, LLC
199 SERVISTAR INDUSTRIAL WAY -SUITE 2
WESTFIELD, MA5SACHUSmS 0 I 085
Tel: 413-5G2-4884 00 Fax: 413-5G2-4899
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I. ApPLICA TlON FOR SITE PLAN ApPROVAL
SAGE ENGINEERING, LLC
199 SERVISTAR INDUSTRIAL WAY -SUITE 2
WESTFIELD, MA5SACHUSmS 0 I 085
Tel: 413-5(;2-4884 ex> Fax: 413-5(;2-4899
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AGAWAM PLANNING BOAIID
FonnD
Application for Site Plan Approval
Please complete the following form and Trlurn it and 10 copies of the Site Plan to:
Agawam Building Department
1000 Snffield Street
Agawam, MA 01001
I. Name of Business / IJI?QIJ rJJe.
Address JQ 7 l?OLJL£S gOAlJ, ACAlJAfn, mil 0/001
Telephone fi3 -789-0700 Fax,-,7'I'-.L.%~?-_7...,~ ...... 9,--..... Oc....7~9L->0,",--____ _
2 Name of Applicant/Owner P?I?Rk..' eLASSE
Address ;)07 BOIJLf2 tWAb A GAIJAIIJ .. 4111 o/(x) I 11
Telephone '/13 -2UD 7 DD Fax_'tJ.u' ~ .... ?_--<-2."-lfL-~ -~O::...!2,-,1,-",bC-...-____ _
3, NameofEngineer/Architect SAGE EJ..IGWE£RJ.NG lCOAllR,4CT1JJG IA/e.
Address /9'9 $/i'RIIISTAfl. 1J.JIJUS[R,:IAL blAt -~UIr.e .;L
Ai£51F:f£L.V, inA OID~5
Telephone f!3-SQ..-tjggL/ t'ax 'ilJ-sbJ.-i/rrCf
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4, Please give a brief description of the proposed project c ) "'" C , C')
PLE.ASf: SEE COVER. LE1T£R.., ...
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Revised 211107
SITE EVALUATION STATEMENT AND
STORMWATER MANAGEMENT REPORT
Project:
MANUFACTURING BUILDING ADDITION
207 BOWLES ROAD
AGAWAM, MASSACHUSETTS 01001
SAGE Project No. 0206-06-09
Applicant:
LlTRON INC.
207 BOWLES ROAD
AGAWAM, MA 01001
Prepared By:
SAGE ENGINEERING & CONTRACTING INC.
199 SERVISTAR INDUSTRIAL WAY, SUITE 2
WESTFIELD, MASSACHUSETTS 01085
Frank DeMarinis, P.E.
President
Christopher Shea, E.I.T. ,. Project Engineer -. , .
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Date: ).;-
August 10, 2010
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Stormwater Management Report
Industrial Building Addition, Agawam, MA
Table of Contents
I. Project Description
II. Design Criteria
III. Runoff Curve Coefficients
IV. Pre and Post-Development Summary
V. Operation and Maintenance Narrative
Figures
Figure 1: Pre-Development Sub-Catchment Plan
Figure 2: Post-Development Sub-Catchment Plan
Figure 3: USDA Soil Survey Map
Appendix
Appendix A: Pre & Post-Development Storm water Runoff Volume Calculations
Appendix B: Infiltration Calculations
Page-2-
I. Project Description
Stormwater Management Report
Industrial Building Addition, Agawam, MA
The site under investigation consists of approximately 125,452 S.F. (2.88 acres) of
developed land consisting of an existing 17,730 S.F. building and associated site
improvements. The site is located on Bowles Road in the Aagawam Regional Industrial
Park in Agawam, Massachusetts.
The parcel is located west of Garden Street and east of Gen Creighton Abrams Drive.
The subject parcel maintains one section of frontage on Bowles Road of 252.92 feet.
The subject parcel is abutted to the west, east, and south by land inhabited by industrial
buildingS and to the north by a Bowles Road. The abutting land is zoned for Industrial
A uses.
The property line information shown on the design plans is from a survey plan of record
by Heritage Surveys Inc. of South hampton, Ma. The topographic and existing
information shown is from a survey in the field by this office during July of 2010.
Litron Inc. is proposing to construct a 3,687 S.F. addition to the eastem face of the
existing building along with 25 additional parking spaces located in the southeast comer
of the parcel. The proposed building project includes; new parking areas, site lighting,
storm water management system, and typical site improvements. The proposed
addition is to utilize the existing electric, sanitary sewer, and gas utilities. The storm
water management system will consist of a drainage swale, and an infiltration basin.
The proposed stormwater drainage system design mitigates the increase in stormwater
runoff using sheet flow, shallow concentrated flow and an infiltration basin. Stormwater
runoff from the proposed building and parking areas will be collected via sheet flow and
downspouts and directed to the infiltration basin which is designed to infiltrate runoff
into the ground.
Page-3-
II. Design Criteria
Stormwater Management Report
Industrial Building Addition, Agawam, MA
The storm water design analysis for the subject parcel is based on the following:
(1) The pre-development watershed evaluation considered the subject parcel as
it is shown on the existing conditions plan.
(2) The post-development watershed evaluation considered the proposed
addition and parking lot development.
The potential storm water impacts of this project were evaluated for the 10-, 50-and
100-year 1-hour storm events. These storm events were evaluated to ensure that the
operation of the proposed storm water management system would mediate any excess
runoff from the increased impervious surface off-site.
Rainfall depths were derived from Technical Paper No.40 published by the National
Weather Service. The 1-hour precipitation/rainfall depths for the design storms are
shown in Table 1 below.
Design
Storm ,
Recurrence
Interval
Precipitation ,
inches
10-year
1.8
50-year 100-year
2.3 2.75
The calculations for determining the required area of the infiltration basin are based on
volumetric calculations of the actual rainfall of a 1-hour 10-, 50-and 100-year storm
event. The length of the infiltration basin is a function of and directly proportional to the
total rainfall volume. Peak storm water runoff for the indicated recurrence intervals
were computed using the Rational Method and the total rainfall volumetric calculations.
Page-4-
III. Runoff Curve Coefficient
Stormwater Management Report
Industrial Building Addition, Agawam, MA
The computation of the runoff coefficient is based on the land use and topography.
The land use categories listed in the Table 2 were identified for use in computing the
pre-and post-development runoff from the site. The table also indicates the runoff
coefficient (C) and hydrologic soil group assigned to each land use.
Table 2: Pre and Post-Development Runoff Coefficient
Page-5-
Stormwater Management Report
Industrial Building Addition, Agawam, MA
IV. Pre and Post Development Summary
The following Table summarizes the Pre and Post-development conditions for the
proposed project.
Summary of Retention Pond: ( See infiltration calculations),
Total System Capacity: 5,559 C.F.
Total System Capacity (Infiltration only): 3,213 C.F. per hour.
Pre-
7,440
Table 3: Summary of Peak Flow Rates per Storm Event
Post Un-Post Pre-
Mitigated Mitigated
8,420 2,861 9,507
Post Un-
Mitigated
10,758
Post
Mitigated
5,199
Pre-
11,367
Post Un-
Mitigated
12,863
Therefore, Sage Engineering & Contracting Inc. is proposing to infiltrate the
increased runoff using an infiltration basin.
Post
Mitigated
7,304
Page-6-
Stormwater Management Report
Industrial Building Addition, Agawam, MA
V. Operation and Maintenance Narrative
Applicant:
Litron Inc.
207 Bowles Road
Agawam, Ma 01001
SAGE Project Number 0206
The party responsible for maintenance of the stormwater management system depicted
on sheet C-1 through C-4, date 8-11-2010 is Litron Inc ..
A. Snow removal
1. The proposed snow removal storage area within the grass belt along the edge of the
parking areas.
B. Inifiltration Basin:
The Recharge Basins shall be maintained as follows:
1. The basins should be inspected at least once per year to ensure proper operation.
The outlet should be inspected for evidence of clogging or outflow release velocities.
2. The upper-stage, side slopes, embankment, and emergency spillway should be
mowed at least twice per year. Trash and debris should also be removed at this time.
3. Sediment should be removed from the basin as necessary. Sediments and bottom
vegetation shall be removed when the accumulate reaches the top of the proposed
sediment elevation benchmark. The sediment benchmark shall be a concrete bound
placed 6-inches higher than the proposed bottom of the basin. The sediment
benchmark shall be located in the northeast corner of the basin.
Basin No.1
Elevation of concrete bound = 92 .5
Elevation of bottom of basin = 92.0
When sediment approaches the top of the concrete monument, the owner shall remove
all sediment and bottom vegetation to the original elevation.
Page-7 -
C. General Maintenance Practices
Stormwater Management Report
Industrial Building Addition, AgaYiam, MA
1. No landscaping, clearing or trimming of vegetation or trees shall be allowed within
the resource areas delineated on the plans.
3. Paved access ways should be treated with sand and limited amounts of de-icing
materials during the winter months. As soon as practicable in the spring these areas
should be swept clean and again prior to the end of the fall season.
4. All vegetated slopes and swales shall be visibly inspected, twice annually, prior to the
seeding seasons. All areas in need of repair shall be fertilized and seeded as required.
Page-8-
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Stormwater Management Report
Industrial Building Addition, Agawam, MA
ApPENDIX A
PRE AND POST DEVELOPMENT RUNOFF
CALCULA T/ONS
ENGINEERING. LLC
SAGE Engineering, LLC
199 Servistar Industiral Way
Westfield Massachusetts 01085
413-562-4884
JOB; 0206-Ulron
SHEET NO.
CAlC. BY
CHECKED BY
1
CMS
Solve: The total volume of runoff for the Pre-Development conditions for the
1-hour 10, 50, and 100 year storm event.
Modified Rational Method: V=CIA
V= Total volume of stormwater runoff from the subject watershed
C= Runoff Coefficient (Civil Engineering Referance Manual 6-24)
OF
DATE
DATE
I = Rainfall Intensity pnlhr] (Technical Paper No. 40 by National Weather Service)
A= Watershed Drainage Area
Runoff Coefficient Watershed No.1
Surface Description C Area [S.F.]
9,451
77,850
20,421
17,730
125,452
1) Forest or wooded area 0.13
2) Grass or lawn 0.2
3) Impervious, Asphalt 0.825
4) Impervious, building 0.9
Watershed
!.D.
1
1
1
Total
Composite Runoff Coefficient =
C
[ J [in/hrJ
A
[S.F.]
1-hour 10-Year Storm Event
0040 1.80 125,452
1-hour 50-Year Storm Event
0.40 2.30 125,452
1-hour 100-Year Storm Event
0040 2.75 125,452
(C*area)
1,229
15,570
16,847
15,957
49,603
0.40
Total
Volume [C.F.]
7,440
9,507
11,367
2
7/1412010
Sage Engineering LLC 0206-rational total volume-watershed-Pre 8/10/20104:20 PM
SAGE Engineering, LLC JOB: 0206-Lltron Inc.
199 Servistarlndustiral Way SHEET NO. 2
Westfield Massachusetls 01085 CAlC. BY CMS
413-5624884 CHECKED BY
Solye: The total volume of runoff for the Post-Development conditions for the
1-hour 10, 50, and 100 year storm event.
Modified Rational Method: V=CIA
V= Total volume of stormwater runoff from the subject watershed
C= Runoff Coefficient (Civil Engineering Referance Manual 6-24)
OF
DATE
DATE
1= Rainfall Intensity [in/hrJ (Technical Paper No. 40 by National Weather Service)
A= Watershed Drainage Area
Runoff Coefficient Watershed No.1
Surface Description C Area IS.F.]
9,451
67,849
26,735
21,417
125,452
1) Forest or wooded area 0.13
2) Grass or lawn 0.2
3) Impervious, Asphalt 0.825
4) Impervious, building 0.9
Watershed
1.0.
1
1
1
Total
Composite Runoff Coefficient =
C A
I ] [in/hr] IS.F.]
1-hour 10-Year Storm Event
0.45 1.80 125,452
1-hour 50-Year Storm Event
0.45 2.30 125,452
1-hour 100-Year Storm Event
0.45 2.75 125,452
(C·area)
1,229
13,570
22,056
19,275
56,130
0.45
Total
Volume [C.F.]
8,420
10,758
12,863
.,
811012010
Sage Engineering LLC 0206-rational total volume-watershed-Post 8-10-10 8110120104:19 PM
Stormwater Management Report
Industrial Building Addition, Agawam, MA
ApPENDIX B
INFIL TRA nON CALCULA nONS
ENGINEERINCI. LLC
SAGE ENGINEERING LLC
199 Servistary Industrial Way Suite-2
Westfield. Massachusetts 01085
Tel: 413-562-4884
JOB: 0206 • Litron Inc.
SHEET NO.
CALC. BY
CHECKED BY
3
CMS DATE
DATE
Solve for the volume capacity within infiltration basin No.1 (near road)
Elevations Area (sJ.) Volume (c.f.) delta Volume (c.f.)
92 0
93 1617
93.8 2228
94 2398
809
1538
463
809
2346
2809
Solve for the time required to infiltrate the 100 year storm event
Given:
Percolation Rate:
Area of Bottom of Retention basin: [s.f.J
Area of Sidewalls of Retention basin: [sJ.]
Total surface area of Retention basin: [sJ.]
Solve for total infiltration first hour in basin (CF)
(area' 2.5 ftlhour)
Total Storage Capacity of Infiltration Baisn
First hour total holding and infiltration capacity
(3213 cf + 2346 cf)
2.5 FTIHOUR
941 SF
344 SF
1285 SF
3213 CF
2,346 CF
5,559 cf
I The time required to infiltrate the 100 year storm event within the proposed retention I
basin is <2.5 hours
3
8/1012010
SAGE ENGINEERING LLC 0206-rational total volume-retention basin 8-10-10 8110/20104:24 PM
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PLAN BOOK 291 PAGE 104
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RENZ AMERICA COMPANY, INC,
BOOK 9101 PAGE 378
PLAN BOOK 272 PAGE 32
./
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!SLRVEYORS NOTEs:
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I. LWER~ LJrILlTY l.Oc:.ATIUNS 5t1O'NN Hf'REC.N ARE I'>A6ED LPUN 5lRFACE FEATWES A5
LOc:.ATEI? I'>Y !SLRVEY PERF~ I'>Y S;If;e EN'01IIftRIN:? ,ow UNrRAc:.TIN:? INc:.. UN TtE m1 tf'
elLY WIO ,ow AVAILAelE REalRD DATA, ,ow ARE PPf'RO;(IMATE Ac:.TUAL LOc:.ATIONS ~ re
VERf'1ED WI1l1 TtE Af'f'Ra'RIATC LJrL ITY UM'.ANY ,owIOR M..NiVIPPL l:ePARTM:NT PRIOR TO
FIWL DESIE*-J ,ow lOR c:.UNSTRlk/TIVN.
1.. TtE EXISTIN0 WILDIN0 LOc:.ATI~ WAS LOc:.ATED I'>Y A !SLRVEY PERFORMED r>Y 5/>1(£
EN'01IIftRIN0 ,ow UNrRAc:. TIN:? INc:. UN THE m1 tf' elL Y 1.010. MlJlTIN:? IXJILDII\k"1 LO&ATIUNS
ARE AF'f'ROXIMATC LOc:.ATIUNS Tl1AT M:RE C1r>TAIt-ED ~ OR~Ic:. Pt1oros.
~. TtE TCP~ IW~TIVN 5t1O'NN 15 TtE RESlLT tf' !SLRVEY IN TtE FEU> I'>Y TH/5
tf'FICE MINe> ~ TtE m1 (;f" elL Y 1.0\0.
4. PR£lPERTY LII\E IW~TIVN 5t1O'NN 15 ~ A PLAN I'>Y lU<KEE., 'M11TE, TOWI\E ,ow
c.HAf'l;fiAII\E c:.IVL ENE>1tti:RS ,ow LAW !SLRVEYORS, 3% FRLINf STREEEr, c.H1u::f'EE.,
MA~s OIOI~ TITLfP "PLPN F LAW IN TtE TOWN or I>6AWI>M, MASSAa1U5EITS" DATEI?
APRL 4, 1.0f7'3 ,ow A FIELD 6LRVEY Pl:RF~ I'>Y 5/>1(£ ENE>11ftR1N:? ,ow UNrRAc:.TN6 INc:.. UN
TtE m1 tf' JL Y 1.0\0.
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OLYMPIC MANUFACTURING GROUP,
BOOK 15655 PAGE 441
PLAN BOOK 326 PAGE 30
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EXISTING CONDITIONS PLAN c-I
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BOOK 8966 PAGE 22
PLAN BOOK 291 PAGE 104
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RHM REALTY. LLC
BOOK 12481 PAGE 589
PLAN BOOK 326 PAGE 30
AREA = 2.88 ACRES
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EAR REALTY NOMINEE TRUST
~aaK 70~~~ PAG~ JOJ
PLAN BOOK 311 PAGE 97
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L " N/F " RENZ AMERICA COMPANY, INC.
BOOK 9101 PAGE 378
PLAN BOOK 272 PAGE 32
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N2AWtM RffilttJAl... 1N2IJ5TRIAL PARK UNIhf2 REVIEW
PIMENSIa/eI & /2fN$ITY REf> I AIk/N5
FRONT AEe Ft.
FRONT YARD Ft.
SIDE YARD Ft.
REAR YARD Ft.
PARKIN6 SETJ:>N:K Ft.
WLPIN6~%
HEiElHT Ft.
IMPERVIC;US SlFFAa %
RE.@JiRED PRlifOSEP
252.':)2
75 7%5
45 7105
45 fM-iOl
00 e..57
50 17.1%
50 ±24
.b 140%
A NO PARKINE:> AREA MAY e>E ~TRlX-TED WITIiIN 5
FEET OF ANY f'RL;f'ERTY LlI-E OR ~1lJ'1NE:> OR I(} FEET
OF A ~I~ WAY.
p. NO Mtl<E TI1AN 50% OF Ttl: LOr AREA NOr UNERED
PY STRlX-l"LRE MAY IlE PAVEl/.
6EUTItN IV-A MSIDE STc;RA6E. I. TrERE SI1ALL IlE NO MSIDE STORAeX: APJA.C.ENT TO THE SIDE OF A ~1lJ'1NE:> F~IN6 A STREET OR Pl..f;LI~ WAY WHI01
IS ~16lXIUS TO THE PAR£.EL 2 . .AU.. MArERIPLS, E6?UIPMENT, SLPfLIES, AND VEHlaES STORED tVfSIDE SI1ALL IlE ~TELY 5C-R.EENED FRCM Plf>L1~
WAYS AND APJ?ININE:> PAR£.ELS WITIi AN l::f'A0,E f"EN';E NOr TO EXtEED SIX (1)) FEET IN HElf:tIT AND ~TRlX-TED WITIi
r;tRAr;L.E MArERIPLS. THE MSIDE PERIMET"ER OF THE fENC;E SI1ALL IlE 6U1TAf:>L Y LAi'VSC-Af'EV WITIi 6HRU?'S OR TREES
6fUTitN IV-f:> SI6NS .AU.. SI6NS AND DlefLAYS VI5If:)l..f: MSIDE A F~ILlTY MJST IlE 6UITAf:>LY INTE6RATED WIHT THE 1-ROifTCC,11.RIi.. DESI6N OF
THE F~ILlTY THEY IDENTIFY. tNE SI6N, WITIi AN AREA NOr IN EXCeSS OF (4) ~ FEET, MAY IlE USED, 5O.£L Y TO
1ct:NTIFY THE WSINE55 EST Af:>L15t1MENT AND THE WlnRE OF ITS f'RaII./C-T.
6EUTItN IV-c. PARKINE:>
EAa1 F~ILlTY MUST PRLNIDE A 6UFF1~1ENT I\I..Me>ER OF PARKINE:> SPAaS TO EN5lFE TIiAT ~ PARKINE:> WILL Nor
f:>E USED D\.R1NE:> THE NORMPL </F'ERATltN OF f:>lJ5INE55ES LO~ATED THEREIN. WIl11 Ttl: EXaPTICN OF A LIMITED NLMf:>ER
OF PARKIN6 sPAaS RESERVED FOR VISITORS, NO PARKINS AREAS SI1ALL f:>E ~ATED APJA.C.ENT TO THE SIDE OF A
WlJ'INE:> WHI01 FAaS A STREET OR Pl..f;LI~ WAY WHI01 15 ~16\XiU5 TO THE PARa:/...
6EU TltN IV-D LOAPIN6 AND /.NflPl/INE:>
THERE 5tI.AU.. f:>E NO LOAPINE:> OR /.NflADINE:> OF VElilaES, NOR ANY DOCKS OR POURS FOR SAID P\.RPOSE, ~ATED tN
THE sre OF A t>U1LL'1NE:> F~INE:> A STREET OR ~IC-WAY WHI01 15 ~1f:UA)S TO THE Pt'RCd.
6EUTItN IV-e. WILPINE:>S .AU.. t>UlLPINE:>S, AWITIONS, AND PLTERATltN5 tN THE 6RANTED PREMIQ:S SH.AU.. IlE DESI6I-IED A/I[l MAINTAINED TO f:>E
11.'RMUN1C;US AND UiMPATlfJLE IN Af'PEARANC.E WITl1 orHER S~nRES IN THE INDUSTRIPL PARK AND THE Efi.IERAL
~INE:>S.
EXISTING BUILDING
± 17,730 S.F.
F.F. = 101.30'
,-'
PR ADDmON
AREA ±3,6B7 S.P.
F.P. = 101.30'
4~-FT. SETBACK ARIP
----- ----'K'
N/F
OLYMPIC MANUFACTURING GROUP. INC.
BOOK 15655 PAGE 441
PLAN BOOK 326 PAGE 30
N2AWtM WINE! REVIEW
ZONINE:> ~ IU' ZONINE:> DISTRI~T = INPUSTRIPL DlSTRIC-T A
ARTlaE X (5) INDUSTRIPL DI5TRI~T A
DIMENSIONAl.. AND DENSITY REEllATIVNS
IbI2Il2TR lei PI5TR I(..T A
LOr AREA SF.
FRONT AE£ Ft.
FRONT YARD Ft. sire YARD Ft.
REAR YARD F t.
~ILPINE:> AREA SF,
~ILPINE:> ~ %
HElf:tIT Ft.
IMPERVIC;US SlFFAa %
Rftill!lRED PRlif05EP
40t)(}(} 11.5,452
I(}(} 252.':)2
40 75./b
~5 7105
~5 fM-iOl
~1.417
50 17.1%
4(} ±24
140%
6fUTitN IV--J LANDSVAPINE:>
.AU.. PORTltN5 OF THE LOr NOr DEVorED TO THE STRlX-nRE OR PAVEMENT 5tI.AU.. f:>E FORMALLY ~APED WITl1 LAWNS,
5I1f'?U;S, OR orrt:R SJIT Aft.E MATERIPLS.
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I . .AU.. f'LANT1NS MUST IlE MAINTAINED AND TIiAT PORTltN OF THE Pl..f;LIC-WAY AfJUTTINE:> THE
PARCEL AND INlUDINE:> THE TREEIlELT 5t1i'I.L IlE MAINTAINED IN A S,AFE AND A~TIVE UlWITltN
PY THE ONNER OF HTE PARa:/...
C-2 SITE LAYOUT $-LIGHTING PLAN
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ORIElIWl... ~ IS IN f;UE
IN<. c.oPlES ARE NOr Wi..1D
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BOOK 10686 PAGE 365
PLAN BOOK 311 PAGE 97
""'-
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RENZ AMERICA COMPANY, INC.
BOOK 9101 PAGE 378
PLAN BOOK 272 PAGE 32
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-===JJ \ N/F
-_ _ ~ IR~~U~~E
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ALAN F. CROSBY
BOOK 8966 PAGE 22
PLAN BOOK 291 PAGE 104 \
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BOOK 12481 PAGE 589
PLAN BOOK 326 PAGE 30
AREA = 2.88 ACRES
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± 17,730 S.F.
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AR~ ±3,687 S.F.
F.F. -101.30'
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N/F
OLYMPIC MANUFACTURING GROUP, INC.
BOOK 15655 PAGE 441
PLAN BOOK 326 PAGE 30
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NOrES:
I) WALL~ I'PCA LIEtfTt'R, EUISS ~TOR
1.) M:T,AI... tllLlDE LIE:tlTIN€> SYSTEM.
75
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4) rlNISH 5HALL I'.>E 5El.UTCP flY C:;V, El...EC-TROST ATICoALL Y APFLIED AW
CNEN cu<ED
5) ELEVTRIC-aMPct-ENTS ARE MC\.NTED IN HINElED fR{;Nf UNER THAT
INa.lJ)ES PRMJlRY AW ~ARY El..EVTRIUL U'tN:&TIONS
~) 1P54 RATED IN ~,4NCE WITI1 lEU 6TAWARP 51.~
1) aAZEP P~IN, IiVRIZONT,ALl Y ORIENTED 50aET WITH UfffR
iliO'{, NIa<a.~Tl:D sa<J:W 6tfU AW CENTER CONTAc.T.
f» Rm.UTOR IS Sf'ECU..JIR ~IZED ItiMINuM. REfRAC.TOR IS
PR~n~ ~LIC-ATE EUISS. LENS ARE SEILEP AW eA6KETED TO
INHI~T TrE ENTRANa: i/F MSID!: CONTIoMINANTS o EXTERIOR 250 WAn FULL CUTOFF WALL PACK
NOrTO~
''fI' STIKED HAY
BALES
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L j~ ~GM i/F SWIiE
WOCPEN 6TME
A I 1/']." X 1/1." MIN.
'].'-cl'
~" MIM. J
ELEYA]ON SEC]ON "A-A"
HAY BALE EROSION CONTROL (0 CEN TER LINE OF SWALE DETA IL
NOr TO %IU:
NOTES:
I) QRFACE AW fllNDER Ull.RSE SHALL CONF~ TO M.HO. STAl\PARP
6f'Et.IFICoATIONS eevTION #0, c:LASS I fllTUvlIN&lJ5 CONCRETE PAVEM;NT
T'(f'E H.
1.) 6RAVEL TO re ~Ac.TCP IN ~' LlFrS AW ,Af'f'RO,ICJ) flY F'RO..EVT
ENeINEER. f2\ B ITUMIONOUS CONCRETE PAVEMENT DETAIL \J NOrTO~
~' ll11C-K ~oo P.5 .1. VONV.
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SITE ENElIi'.EER EiEOrEXTILE 5HALL I'.>E INST IU.ED ArXNE
NATUVL ~ L,N;I:R ,ALl EXJl:R1UR CONCRETE 1'PCA5. o EXTER IOR CONCRETE TYP. CROSS-SECTION
NOr TO %IU:
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HANDICAPPED
PARKING
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VEHICLES
MAY BE REMOVED AT
OWNERS EXPENSE "=====:=:::/ ---' ~
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VAN
o VAN ACCESS IBLE. PARKI NG SIGNAGE
NOrTO~
SAWtAJr EXI6T11-h -----,
PAVEMENT" I~· reyOND
PAVEMENT" LIMITS
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REMOVE EXIST. PAVEM:NT---,
TO SU!>l:>A!:c ELEVATION
T,Aa. (,OAT
o PA\/fI\Aft\IT TRAt\ISITION DETAIL
:":$ NOr TO ~
']."x 't' ST MES I "
T 17 II!> INT17 TrE €>ROLW
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PROPOSED EAST ELEVATION
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BUILDING ELEVATIONS $ FLOOR PLAN
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