2-Drawings-PEMB Maintenance Building.pdf
PDF 32 MB Posted
- Attached to
- Borough Hall Memorial Park Phase II Improvements
- Solicitation number
- Not on record
- Issued by
- Monroe County, Pennsylvania
About this file
This is a preliminary/final land development plan prepared by Barry Isett & Associates, Inc. for the Mount Pocono Borough in Monroe County, Pennsylvania for the Mount Pocono Maintenance Building Expansion project. The project involves the replacement of an existing maintenance building with a new 5,883 square foot facility that adds vehicle bays and updates ADA-compliant facilities. The work includes demolition of the existing structure, construction of the new maintenance building, installation of pavement, underground storm system, service utilities, and a reinforced concrete apron at 57 Knox Street, Mount Pocono, PA 18344 on a 1.16-acre site in the R1 zoning district. The plan set consists of ten sheets including site development plans, grading and utility plans, lighting plans, erosion and sediment control plans, construction details, and post-construction stormwater management details. A pre-bid meeting is scheduled for 10:00 AM on Tuesday, April 7, 2026 at the project site, with sealed bids due online via the PennBid Program by 10:00 AM on Wednesday, April 22, 2026. Notice of award will be given on Wednesday, April 29, 2026, with notice to proceed for PEMB shop drawings also issued on that date.
The project requires a bid bond equal to 10% of the total bid amount and a performance and payment bond equal to 100% of the contract value. Prevailing wage rates apply to all work. The site currently contains five existing parking spaces and provides six parking spaces, exceeding the required four spaces. Water service will be provided by Pennsylvania American Water, and sewer service will be provided by the Mount Pocono Municipal Authority. Utility coordination includes contacts with multiple service providers including Windstream, Verizon Pennsylvania, PPL Electric Utilities, UGI Utilities, and Pennsylvania American Water. The development is located in Flood Zone X (minimal flood hazard) with no wetlands on the property. As-built drawings and construction completion certification must be provided by the contractor upon project completion in PDF format certified by the engineer.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-Contract Documents and Specifications-20260615.pdf | ||
| 2-Drawings-20260615.pdf | ||
| 1-Contract Documents and Specifications.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D ra w in g s tkearns Snapshot
PLAN
S PR
EPAR
ED
BY
M O
U N
T
PO
C O
N O
M A
IN
T
EN
A
N C
E B U
ILD
IN
G
EX
PA
N
SIO
N
B O
R O
U G
H O
F M O
U N
T P
O C
O N
O M
O N
R O
E C
O U
N T
Y , P
A
P R
E
LIM
IN
A
R Y
/FIN
A
L LA
N
D D
E V
E
LO
P M
E N
T P
LA
N
S
FE
B R
U A
R Y
, 2
Last R ev ised ...... .., 2
BARRY
ISETT &
associates
INC
M
ULTI-DISCIPLINE
ENGINEERS
AND
CONSULTANTS
272 .200.2050 barryisett.com
525 M ain Street, Suite 200
Stroudsburg, PA 18360
C O
PYR
IG
H T 2026
C S-1
SH
EET: 1of 10
Know what's below.
before you dig.
Call
R
AutoCAD SHX Text
SITE
AutoCAD SHX Text FILENAME: C:\Users\kthomas\DC\ACCDocs\Barry Isett and Associates\313625.006_Maintenance_Building_PEMB\Project Files\Civil\_Prod\313625-006-CoverSheet.dwg - March 20, 2026 7:12 PM
AutoCAD SHX Text
MAGNETIC
AutoCAD SHX Text LOCATION MAP PORTION OF BUCK HILL FALLS & MOUNT POCONO USGS QUADRANGLES SCALE: 1"=2,000'
AutoCAD SHX Text
PLAN INDEX
AutoCAD SHX Text
PLAN DESIGNATION
AutoCAD SHX Text
PLAN TITLE
AutoCAD SHX Text
PLAN NO.
AutoCAD SHX Text
LAST REV.
AutoCAD SHX Text
CS-1
AutoCAD SHX Text
COVER SHEETCOVER SHEET
AutoCAD SHX Text 1 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
EF-1
AutoCAD SHX Text
EXISTING FEATURES & DEMOLITION PLANEXISTING FEATURES & DEMOLITION PLAN
AutoCAD SHX Text 2 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
SITE DEVELOPMENT PLANSITE DEVELOPMENT PLAN
AutoCAD SHX Text 3 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
AutoCAD SHX Text
GU-1
AutoCAD SHX Text
GRADING & UTILITY PLANGRADING & UTILITY PLAN
AutoCAD SHX Text 4 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
LI-1
AutoCAD SHX Text
LIGHTING PLANLIGHTING PLAN
AutoCAD SHX Text 5 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
ES-1
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL PLANEROSION & SEDIMENT CONTROL PLAN
AutoCAD SHX Text 6 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
ESD-1
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL DETAILS (1)EROSION & SEDIMENT CONTROL DETAILS (1)
AutoCAD SHX Text 7 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
ESD-2
AutoCAD SHX Text
EROSION & SEDIMENT CONTROL DETAILS (2)EROSION & SEDIMENT CONTROL DETAILS (2)
AutoCAD SHX Text 8 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
DE-1
AutoCAD SHX Text
CONSTRUCTION DETAILSCONSTRUCTION DETAILS
AutoCAD SHX Text 9 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
PCD-1
AutoCAD SHX Text POST CONSTRUCTION STORMWATER MANAGEMENT DETAILSPOST CONSTRUCTION STORMWATER MANAGEMENT DETAILS
AutoCAD SHX Text 10 of 10 of 1010
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text USERS (OWNERS, CONTRACTORS) OF THIS PLAN ARE ADVISED THAT ALL PLANS SHOWN IN THE ABOVE REFERENCED PLAN INDEX SHALL BE UTILIZED WHEN PREPARING ESTIMATES, MANUFACTURING STRUCTURES, AND PERFORMING CONSTRUCTION. CERTAIN PLANS MAY HAVE FEATURES (EXISTING OR PROPOSED) WHICH MAY BE HIDDEN FROM VIEW TO PROVIDE CLARITY FOR THAT PARTICULAR PLAN. ALL DRAWINGS WITHIN THIS PLAN SET SHALL BE REVIEWED AND UTILIZED.
AutoCAD SHX Text "PURSUANT TO THE REQUIREMENTS OF PA ACT 287, AS AMENDED, ISETT CONTACTED ONE CALL, INC. FOR A ROUTINE LOCATION REQUEST. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DEVELOPED FROM EXISTING UTILITY RECORDS AND/OR ABOVE-GROUND EXAMINATIONS OF THE SITE. COMPLETENESS, ACCURACY, LOCATION AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED. THE CONTRACTORS, AT LEAST THREE (3) DAYS PRIOR TO PERFORMING ANY EXCAVATIONS, SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL UNDERGROUND FACILITIES LOCATED WITHIN THE VICINITY OF THE WORK SITE IN ACCORDANCE WITH ACT 121. (PA ONE CALL SYSTEM, INC. 1-800-242-1776)."
AutoCAD SHX Text
THE SITE SERIAL NUMBER IS: 20252874490
AutoCAD SHX Text
%%UNOTE
AutoCAD SHX Text
AutoCAD SHX Text UTILITY CONTACT INFORMATION: : COMPANY: WINDSTREAM ADDRESS: 1450 CENTER POINT RD HIAWATHA, IA. 52233 CONTACT: LOCATE DESK PERSONNEL EMAIL: locate.desk@windstream.com PHONE: 800-289-1901 COMPANY: VERIZON PENNSYLVANIA LLC ADDRESS: 1026 HAY ST, PITTSBURGH, PA. 15221 CONTACT: DEBORAH BARUM EMAIL: deborah.d.delia@verizon.com PHONE: 412-344-3901 COMPANY: MOUNT POCONO MUNICIPAL AUTHORITY ADDRESS: 1361 POCONO BLVD STE 101, MT POCONO, PA. 18344 CONTACT: RICH GANNON EMAIL: mpmunicipalauthority2@gmail.com PHONE: 570-839-7993 COMPANY: MOUNT POCONO BOROUGH ADDRESS: 1361 POCONO BLVD STE 100, MT POCONO, PA. 18344 CONTACT: JAMES TROMBETTA EMAIL: ROADCREW@MOUNTPOCONO-PA.GOV PHONE: 570-839-8436 EXT. 305 COMPANY: ZAYO BANDWIDTH FORMERLY PPL TELCOM LLC ADDRESS: 170 ROBBINS RD, DOWNINGTOWN, PA. 19335 CONTACT: JOHN HOWELLS EMAIL: JOHN.HOWELLS@ZAYO.COM PHONE: 610-476-1634
AutoCAD SHX Text COMPANY: PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD, PAXINOS, PA. 17860 CONTACT: DOUG HAUPT EMAIL: dlhaupt@pplweb.com PHONE: 610-297-2461 COMPANY: PENCOR SERVICES/BLUE RIDGE COMMUNICATION ADDRESS: 475 DELAWARE AVE, PALMERTON, PA. 18011 CONTACT: JOE BUCCIERI EMAIL: jbuccieri@brctv.com PHONE: 610-826-9504 COMPANY: UGI UTILITIES INC ADDRESS: 2121 CITY LINE ROAD, BETHLEHEM, PA. 18017 CONTACT: TIMOTHY STEWARD EMAIL: tsteward@ugi.com PHONE: 610-807-3162 COMPANY: UGI UTILITIES INC ADDRESS: 1 UGI DR, DENVER, PA. 17517 CONTACT: JAMES MAY BMAI: jmay@ugi.com PHONE: 610-736-5994 COMPANY: PENNSYLVANIA AMERICAN WATER ADDRESS: 578 ROUTE 0196, TOBYHANNA, PA. 18466 CONTACT: DAVE ALTMILLER EMAIL: DAVE.ALTMILLER@AMWATER.COM PHONE: 570-894-4008
AutoCAD SHX Text RECORD OWNER/DEVELOPER/APPLICANT MOUNT POCONO BOROUGH MARISSA DUFFY, BOROUGH MANAGER 1361 POCONO BOULEVARD, SUITE 100 MOUNT POCONO, PA 18344 (570) 839-8436 ENGINEER BARRY ISETT & ASSOCIATES, INC. 525 MAIN STREET, SUITE 200 STROUDSBURG, PA 18360 (272) 200-2012
AutoCAD SHX Text GENERAL NOTES: : 1. THE PROPOSED DEVELOPMENT CONSISTS OF THE REPLACEMENT OF AN EXISTING PORTION OF A THE PROPOSED DEVELOPMENT CONSISTS OF THE REPLACEMENT OF AN EXISTING PORTION OF A OF AN EXISTING PORTION OF A MAINTENANCE BUILDING WITH A LARGER ONE THAT ADDS VEHICLE BAYS AND UPDATES ADA FACILITIES. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. THE UNDERGROUND UTILITIES SHOWN ON THIS PLAN REPRESENT THE INFORMATION REASONABLY THE UNDERGROUND UTILITIES SHOWN ON THIS PLAN REPRESENT THE INFORMATION REASONABLY AVAILABLE WHEN THE PLAN WAS PREPARED. CONTRACTORS AND OTHERS USING THIS PLAN ARE RESPONSIBLE FOR VERIFICATION OF UNDERGROUND UTILITIES PRIOR TO DESIGN OR CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON. 4. ALL PARTIES UTILIZING THIS PLAN AND INFORMATION CONTAINED HEREON ARE ADVISED TO COMPLY WITH ALL PARTIES UTILIZING THIS PLAN AND INFORMATION CONTAINED HEREON ARE ADVISED TO COMPLY WITH THE PENNSYLVANIA ACT 187, THE UNDERGROUND UTILITY LINE PROTECTION LAW, WHICH REQUIRES THREE WORKING DAYS NOTICE BEFORE EXCAVATION. CALL PA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR THE LOCATION OF UNDERGROUND UTILITIES. 5. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PERFORMED BY BIA ON JANUARY 18, 2023. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PERFORMED BY BIA ON JANUARY 18, 2023. 6. WATER SERVICE TO BE PROVIDED BY PA AMERICAN. SEWER SERVICE TO BE PROVIDED BY WATER SERVICE TO BE PROVIDED BY PA AMERICAN. SEWER SERVICE TO BE PROVIDED BY MOUNT POCONO SEWER AUTHORITY. 7. ALL LOTS SHOWN ON THIS PLAN ARE SUBJECT TO THE RULES AND REGULATIONS CONTAINED IN ALL LOTS SHOWN ON THIS PLAN ARE SUBJECT TO THE RULES AND REGULATIONS CONTAINED IN THE BOROUGH OF MOUNT POCONO ZONING ORDINANCE. (187-30.C(2)H)
AutoCAD SHX Text RESTRICTIVE COVENANTS 1. THIS COMMERCIAL DEVELOPMENT SHALL HAVE NO DETRIMENT TO THE PUBLIC HEALTH AND SAFETY OF THIS COMMERCIAL DEVELOPMENT SHALL HAVE NO DETRIMENT TO THE PUBLIC HEALTH AND SAFETY OF THE IMMEDIATE AREA AS TO NOISE, FUMES, OR EMANATING ODORS. 2. FLOOD: ZONE X - AREA OF MINIMAL FLOOD HAZARD, PER FLOOD INSURANCE RATE MAP FLOOD: ZONE X - AREA OF MINIMAL FLOOD HAZARD, PER FLOOD INSURANCE RATE MAP NUMBER 42089C0251E, DATED MAY 2, 2013. 3. WETLANDS: NO WETLANDS EXIST ON THE SUBJECT TRACT, PER NATIONAL WETLANDS INVENTORY WETLANDS: NO WETLANDS EXIST ON THE SUBJECT TRACT, PER NATIONAL WETLANDS INVENTORY AND MONROE COUNTY GIS MAPPING. IF WETLANDS DEVELOP OR ARE FOUND, PERMITS MAY BE REQUIRED FROM THE ARMY CORPS. OF ENGINEERS OR PADEP. 4. EXISTING RESOURCES: THE SITE CONTAINS NO WATER COURSES, NATURAL SPRINGS, PONDS, EXISTING RESOURCES: THE SITE CONTAINS NO WATER COURSES, NATURAL SPRINGS, PONDS, LAKES, ROCK OUTCROPS, STONE FIELDS, SINKHOLES, OR TOPICAL DEPRESSIONS, UTILITY EASEMENTS, TREES > 12" IN DIAMETER, OR PRINCIPAL BUILDINGS > 80 YEARS OLD. 5. MAINTENANCE INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING MAINTENANCE INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: ANNUALY FOR THE FIRST 5 YEARS AFTER THE CONSTRUCTION OF THE STORMWATER FACILITIES, ONCE EVERY 2 YEARS THEREAFTER, OR DURING OR IMMEDIATELY UPON THE CESSATION OF A 4" IN 24 HOUR PRECIPITATION EVENT 6. A CONSTRUCTION COMPLETION CERTIFICATION AND AS-BUILT DRAWINGS SHALL BE PROVIDED A CONSTRUCTION COMPLETION CERTIFICATION AND AS-BUILT DRAWINGS SHALL BE PROVIDED AFTER CONSTRUCTION IS COMPLETE AND INCLUDE A DIGITAL COPY OF THE PLANS IN PDF DIGITAL COPY OF THE PLANS IN PDF FORMAT, CERTIFIED BY THE APPLICANT'S ENGINEER SHOWING ALL SUCH IMPROVEMENTS AS INSTALLED TO DOCUMENT CONFORMANCE TO THE RECORD PLAN.
AutoCAD SHX Text CERTIFICATE OF ACCURACY I HEREBY CERTIFY THAT THE PLAN SHOWN AND DESCRIBED HEREON, AS WELL AS ALL RELATED DRAWINGS THAT BEAR MY SEAL ARE TRUE AND WERE PREPARED BY OR UNDER MY DIRECT SUPERVISION AND FOR WHICH I ACCEPT FULL AND COMPLETE RESPONSIBILITY. JOSHUA FRY, P.E. PE097512 DATE DATE
AutoCAD SHX Text OWNER STATEMENT THE UNDERSIGNED, MARISSA DUFFY, DOES HEREBY CERTIFY THAT MOUNT POCONO MARISSA DUFFY, DOES HEREBY CERTIFY THAT MOUNT POCONO , DOES HEREBY CERTIFY THAT MOUNT POCONO MOUNT POCONO BOROUGH IS THE RECORD OWNER OF THE PROPERTY DESCRIBED IN THIS APPLICATION IS THE RECORD OWNER OF THE PROPERTY DESCRIBED IN THIS APPLICATION AND THAT THE APPLICATION WAS MADE WITH HER KNOWLEDGE AND/OR DIRECTION AND DOES HEREBY AGREE WITH THE SAID APPLICATION AND TO THE SUBMISSION OF THE SAME. BOROUGH MANAGER DATE DATE
AutoCAD SHX Text
RECOMMENDED FOR APPROVAL BY: MOUNT POCONO BOROUGH PLANNING COMMISSION DATE:
AutoCAD SHX Text
APPROVED BY: MOUNT POCONO BOROUGH COUNCIL DATE:
AutoCAD SHX Text
SITE DATA
AutoCAD SHX Text
OWNER/DEVELOPER:
AutoCAD SHX Text
MOUNT POCONO BOROUGH
AutoCAD SHX Text
SITE ADDRESS:
AutoCAD SHX Text
57 KNOX STREET
AutoCAD SHX Text
MOUNT POCONO, PA 18344
AutoCAD SHX Text
DEED BOOK:
AutoCAD SHX Text
D.B.V. 1290, PG. 187
AutoCAD SHX Text
D.B.V. 2493, PG. 102
AutoCAD SHX Text
PIN:
AutoCAD SHX Text 10.4.1.7-1
AutoCAD SHX Text
NUMBER OF LOTS:
AutoCAD SHX Text
ONE (1)
AutoCAD SHX Text
TOTAL AREA:
AutoCAD SHX Text
1.16 ACRES
AutoCAD SHX Text
SEWER:
AutoCAD SHX Text
MUNICIPAL
AutoCAD SHX Text
WATER:
AutoCAD SHX Text
MUNICIPAL
AutoCAD SHX Text
PARKING TABULATION
AutoCAD SHX Text
SUMMARY
AutoCAD SHX Text
EXISTING PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
REQUIRED PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDED PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
BREAKDOWN
AutoCAD SHX Text
MAINTENANCE/GOVERNMENT OFFICE BUILDINGS
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
0.83 X 4 EMPLOYEES
AutoCAD SHX Text
= 3.32 PARKING SPACES
AutoCAD SHX Text
85TH PERCENTILE
AutoCAD SHX Text
1.01 X 4 EMPLOYEE MAX
AutoCAD SHX Text
= 4.04 PARKING SPACES
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
ZONING DATA
AutoCAD SHX Text
ZONING DISTRICT:
AutoCAD SHX Text R1
AutoCAD SHX Text
USE: BOROUGH FACILITIES AND USES
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
PROVIDED
AutoCAD SHX Text
MINIMUM LOT SIZE:
AutoCAD SHX Text
1 ACRE
AutoCAD SHX Text
1.16 ACRES
AutoCAD SHX Text
MINIMUM YARDS (BUILDING SETBACKS):
AutoCAD SHX Text
FRONT:
AutoCAD SHX Text
40 FEET
AutoCAD SHX Text
39.1* FEET
AutoCAD SHX Text
SIDE:
AutoCAD SHX Text
20 FEET
AutoCAD SHX Text
9** FEET
AutoCAD SHX Text
REAR:
AutoCAD SHX Text
50 FEET
AutoCAD SHX Text
170 FEET
AutoCAD SHX Text
MAX. BUILDING HEIGHT:
AutoCAD SHX Text
35 FEET
AutoCAD SHX Text
<35 FEET
AutoCAD SHX Text
MAX. IMPERVIOUS COVERAGE:
AutoCAD SHX Text 60%*
AutoCAD SHX Text 78%***
AutoCAD SHX Text ZONING DATA PROVIDED IS BASED ON AN INTERPRETATION OF THE ZONING ORDINANCE BY THE PLAN PREPARER AND IS SUBJECT TO CONFIRMATION BY THE APPROPRIATE MUNICIPAL OFFICIAL.
AutoCAD SHX Text
* EXISTING NONCONFORMANCE EXISTING NONCONFORMANCE ** PROPOSED VARIANCE PROPOSED VARIANCE *** PRIOR TO THE 2016 LOT COMBINATION, THE LOT COVERAGE OF THE PARCEL OWNED BY THE BOROUGH OF MOUNT POCONO AS PRIOR TO THE 2016 LOT COMBINATION, THE LOT COVERAGE OF THE PARCEL OWNED BY THE BOROUGH OF MOUNT POCONO AS DESCRIBED IN D.B. 1290, PG. 187 WAS 92%. WHEN LOT 1 (AS SHOWN ON THE PLAN TITLED FINAL PLAN, LOT LINE ADJUSTMENT FINAL PLAN, LOT LINE ADJUSTMENT FOR GEORGE & GEORGETTE SOUAID & THE BOROUGH OF MOUNT POCONO, DATED REVISED 12/07/16 AND RECORDED IN P.B. SOUAID & THE BOROUGH OF MOUNT POCONO, DATED REVISED 12/07/16 AND RECORDED IN P.B. & THE BOROUGH OF MOUNT POCONO, DATED REVISED 12/07/16 AND RECORDED IN P.B. , DATED REVISED 12/07/16 AND RECORDED IN P.B. 89, PG. 74) WAS COMBINED WITH THE BOROUGH OF MOUNT POCONO PARCEL, THE LOT COVERAGE DROPPED TO 78%
AutoCAD SHX Text
MAGNETIC
AutoCAD SHX Text
ZONING MAP SCALE: 1"=2,000'
AutoCAD SHX Text LIST OF REQUESTED WAIVERS: : 1. WAIVER FROM SALDO §187-17 TO PROCESS THE APPLICATION FOR BOTH PRELIMINARY AND WAIVER FROM SALDO §187-17 TO PROCESS THE APPLICATION FOR BOTH PRELIMINARY AND FINAL LAND DEVELOPMENT APPROVAL, DUE TO THE LIMITED SCOPE OF THE IMPROVEMENTS. 2. WAIVER IS REQUESTED FROM SALDO §187-29.A(2) & 30.A, TO NOT PROVIDE AN EXISTING WAIVER IS REQUESTED FROM SALDO §187-29.A(2) & 30.A, TO NOT PROVIDE AN EXISTING RESOURCE AND SITE ANALYSIS PLAN DUE TO THE SITE BEING AN EXISTING DISTURBED AND IMPROVED AREA. 3. WAIVER IS REQUESTED FROM SALDO §187-29.A(3) & 30.B, TO NOT PROVIDE A RESOURCE AND WAIVER IS REQUESTED FROM SALDO §187-29.A(3) & 30.B, TO NOT PROVIDE A RESOURCE AND IMPACT AND CONSERVATION PLAN DUE TO THE SITE BEING AN EXISTING DISTURBED AND IMPROVED AREA. 4. WAIVER FROM SALDO §187-29.C TO NOT PROVIDE A SITE CONTEXT MAP DUE TO THE MINIMAL WAIVER FROM SALDO §187-29.C TO NOT PROVIDE A SITE CONTEXT MAP DUE TO THE MINIMAL CHANGES IN USE AND THE SITE. 5. WAIVER FROM SALDO §187-30.D.(9) & §187-51 TO NOT SUBMIT THE E&S PLAN TO THE MCCD WAIVER FROM SALDO §187-30.D.(9) & §187-51 TO NOT SUBMIT THE E&S PLAN TO THE MCCD DUE TO THE MINOR AMOUNT OF DISTURBANCE IN AN ALREADY DISTURBED AND IMPROVED AREA. AN ON-SITE E&S PLAN IS BEING PROVIDED PER PA DEP REGULATIONS. 6. WAIVER FROM SALDO §187-30.G, 187-39 TO NOT PROVIDE MAINTENANCE OF IMPROVEMENTS WAIVER FROM SALDO §187-30.G, 187-39 TO NOT PROVIDE MAINTENANCE OF IMPROVEMENTS OR AN IMPROVEMENT MAINTENANCE GUARANTEE BECAUSE THE BOROUGH IS THE OWNER. 7. WAIVER FROM SALDO §187-37 TO NOT PROVIDE CONSTRUCTION IMPROVEMENTS GUARANTEE WAIVER FROM SALDO §187-37 TO NOT PROVIDE CONSTRUCTION IMPROVEMENTS GUARANTEE BECAUSE THE BOROUGH IS THE OWNER. 8. WAIVER FROM SALDO §187-42 TO NOT PROVIDE LAND DEVELOPMENT IMPROVEMENTS WAIVER FROM SALDO §187-42 TO NOT PROVIDE LAND DEVELOPMENT IMPROVEMENTS AGREEMENT BECAUSE THE BOROUGH IS THE OWNER. 9. WAIVER FROM SALDO §187-44 FOUR-STEP DESIGN PROCESS DUE TO DEVELOPED NATURE OF WAIVER FROM SALDO §187-44 FOUR-STEP DESIGN PROCESS DUE TO DEVELOPED NATURE OF PROJECT. 10. WAIVER FROM SALDO §187-45 CONSERVATION OPEN SPACE PROCESS DUE TO DEVELOPED WAIVER FROM SALDO §187-45 CONSERVATION OPEN SPACE PROCESS DUE TO DEVELOPED NATURE OF PROJECT. 11. WAIVER FROM SALDO §187-46 CONSERVATION STANDARDS PROCESS DUE TO DEVELOPED WAIVER FROM SALDO §187-46 CONSERVATION STANDARDS PROCESS DUE TO DEVELOPED NATURE OF PROJECT. 12. WAIVER FROM SALDO §187-48.K, TO NOT DEDICATE ADDITIONAL RIGHT-OF-WAY BECAUSE THE WAIVER FROM SALDO §187-48.K, TO NOT DEDICATE ADDITIONAL RIGHT-OF-WAY BECAUSE THE BOROUGH IS THE OWNER. 13. WAIVER FROM SALDO §187-48 W. AND X., TO NOT PROVIDE CURB ALONG THE PROPERTY WAIVER FROM SALDO §187-48 W. AND X., TO NOT PROVIDE CURB ALONG THE PROPERTY FRONTAGE, AND TO NOT PROVIDE SIDEWALK ALONG THE PROPERTY FRONTAGE, AS KNOX AVENUE DOES NOT HAVE CURB ALONG THE PROJECT FRONTAGE AND ADDING CURBING WOULD IMPACT THE EXISTING DRAINAGE PATTERNS. THE APPLICANT IS NOT PROPOSING SIDEWALK ALONG THE PROJECT FRONTAGE DUE TO THE FRONT OF THE SITE FACILITIES NOT CHANGING AND ALL IMPROVEMENTS ARE TO THE REAR AND REPLACING EXISTING USES. 14. WAIVER FROM SALDO §187-49 MONUMENTS AND MARKERS REQUIREMENTS DUE TO CONTINUAL WAIVER FROM SALDO §187-49 MONUMENTS AND MARKERS REQUIREMENTS DUE TO CONTINUAL SHARED ACTIVE USE OF PROJECT AREA BY BOROUGH AND SURROUNDING PROPERTIES/EASEMENTS. 15. WAIVER FROM SALDO §187-56. & 187-74.B.(3) TO NOT PROVIDE LANDSCAPING. THE REAR OF WAIVER FROM SALDO §187-56. & 187-74.B.(3) TO NOT PROVIDE LANDSCAPING. THE REAR OF THE BUILDING TO THE NORTH HAS A UTILITY LINE RUNNING ALONG THE BOUNDARY AND THE ADJACENT PROPERTY IS WOODED. THE EAST END OF THE PROPERTY IS ACTIVE STORAGE AND STAGING SHARED BY PPL AND THE BOROUGH. IT IS EXISTING AND IS NEEDED FOR CONTINUED OPERATIONS. THE SOUTH AREA IN FRONT OF THE PROPOSED BUILDING IS ALSO AN ACTIVE STORAGE AND STAGING AREA SHARED BY PPL AND THE BOROUGH. THE APPLICANT IS NOT PROPOSING LANDSCAPING ALONG THE PROJECT FRONTAGE (WEST) DUE TO THE FRONT OF THE SITE FACILITIES NOT CHANGING AND ALL IMPROVEMENTS ARE TO THE REAR. 16. WAIVER FROM SALDO §187-61 TO NOT PROVIDE RECREATION FACILITY FEES DUE TO THE FEE WAIVER FROM SALDO §187-61 TO NOT PROVIDE RECREATION FACILITY FEES DUE TO THE FEE BEING BASED ON IMPERVIOUS AREA AND THE IMPERVIOUS AREA IS NOT BEING INCREASED. 17. WAIVER FROM SALDO §187-62.2 & 187-74.B.(7) LIGHTING REQUIREMENTS TO ONLY USE WAIVER FROM SALDO §187-62.2 & 187-74.B.(7) LIGHTING REQUIREMENTS TO ONLY USE BUILDING MOUNTED LIGHTING AS PROPOSED WHERE PUBLIC HEALTH, SAFETY AND WELFARE ARE NOT POTENTIAL CONCERNS AND PAST HISTORICAL USE OF THE SITE CONFIRMS SUCH. 18. WAIVER IS REQUESTED FROM SALDO §187-50, 187-74.B.(4) AND §179 STORMWATER WAIVER IS REQUESTED FROM SALDO §187-50, 187-74.B.(4) AND §179 STORMWATER MANAGEMENT REQUIREMENTS, PER §179-20.A(4), TO EXEMPT THE PROJECT FOR NO INCREASE IN IMPERVIOUS SURFACE. ALL SITE IMPROVEMENTS ARE PROPOSED IN EXISTING IMPERVIOUS AREAS. IN AN EFFORT TO AID WATER QUALITY, THE ROOF RUNOFF FROM THE NEW OFFICE BUILDING IS PROPOSED TO DRAIN TO AN UNDERGROUND DESIGNED TO RECEIVE A 2-YEAR STORM VOLUME. 19. WAIVER FROM SALDO §187-76.1 DRIFTING SNOW REQUIREMENTS SINCE THE EXISTING USE WAIVER FROM SALDO §187-76.1 DRIFTING SNOW REQUIREMENTS SINCE THE EXISTING USE INCLUDES MANAGING NOT ONLY THE SITE SNOW, BUT ALSO A SIGNIFICANT PORTION OF THE BOROUGH STREETS AND THE EXTENSIVE TECHNIQUES VARY GREATLY DEPENDENT ON THE AMOUNT OF SNOW.
B-2 (5')
B-3 (9')
B-4 (14')
B-1 (11.1')
B-5 (18.4')
IN
F-1A/1B
IN
F-2A/2B
IN
F-S1A/S1B
IN
F-S2A/S2B
JO
B:313625.006
C O
PYR
IG
H T 2026
D R
AW
N
M
TG
SC
ALE:
D
ATE:2/20/2026
P M G
R
APPR
D
JJF
C H
K:
JJF
D
SG
N
LM
D
LM
D
REVISIONS DATE BY
SH
EET: 1.
2.
3.
4.
5.
6.
7.
8.
9.
MOUNT POCONO MAINTENANCE BUILDING EXPANSION
MOUNT POCONO BOROUGH
MONROE COUNTY, PA
BARRYISETT&associatesINC
MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS
272.200.2050 barryisett.com
525 Main Street, Suite 200 Stroudsburg, PA 18360
EXISTING FEATURES & DEMOLITION PLANEF-1
SH
EET: 2 O
F 10
Know what's below.
before you dig.
Call
R
1"=20'
AutoCAD SHX Text
GAS MARKER
AutoCAD SHX Text
OIL FILLER
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
OIL FILLER
AutoCAD SHX Text
OIL FILLER
AutoCAD SHX Text
18" CMP INV.: 1751.58
AutoCAD SHX Text
18" CMP INV.: 1752.15
AutoCAD SHX Text
18" HDPE INV.: 1753.15
AutoCAD SHX Text
15" HDPE INV.: 1752.42
AutoCAD SHX Text
15" CMP INV.: 1753.66
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
KNOX STREET
AutoCAD SHX Text
KNOX STREET
AutoCAD SHX Text
E. KINNEY AVE.
AutoCAD SHX Text
N/F JUSUF & SANJA ZLATANIC JUSUF & SANJA ZLATANIC PARCEL ID: 10.4.1.3
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.1.7
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.1.7
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.2.11
AutoCAD SHX Text N/F LIMEKILN MANOR ASSOCIATES LP LIMEKILN MANOR ASSOCIATES LP PARCEL ID: 10.4.2.45
AutoCAD SHX Text
N/F WATTO REESA R TRUSTEE WATTO REESA R TRUSTEE PARCEL ID: 10.4.2.6
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
SHED
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text
15" CMP
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
18" CMP
AutoCAD SHX Text
15" HDPE
AutoCAD SHX Text
NEW JERSEY BARRIER
AutoCAD SHX Text
NEW JERSEY BARRIER
AutoCAD SHX Text
STEPS
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
BRICK WALK
AutoCAD SHX Text
CURB
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text E.O.L.S.
AutoCAD SHX Text 30' R.O.W.
AutoCAD SHX Text
PPL CO RIGHT-OF-WAY D.B.V. 1290 - PG.187
AutoCAD SHX Text
BUILDING RESTRICTION LINE (TYP.)
AutoCAD SHX Text
BUILDING RESTRICTION LINE (TYP.)
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 0.9'
AutoCAD SHX Text 0.6'
AutoCAD SHX Text 0.7'
AutoCAD SHX Text 0.3'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text
12" HD (APPROX LOCATION)
AutoCAD SHX Text
UNDERGROUND CABLE (APPROX LOCATION)
AutoCAD SHX Text
OVERHEAD CABLE (APPROX LOCATION)
AutoCAD SHX Text WpB
AutoCAD SHX Text LbB
AutoCAD SHX Text LbC
AutoCAD SHX Text WpB
AutoCAD SHX Text LbB
AutoCAD SHX Text LbB
AutoCAD SHX Text OxB
AutoCAD SHX Text LbC
AutoCAD SHX Text LbB
AutoCAD SHX Text LbB
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text 50' R.O.W.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
BIT. PARKING
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 15.2'
AutoCAD SHX Text 19.4'
AutoCAD SHX Text 14.6'
AutoCAD SHX Text 14.5'
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
N/F GEORGE & GEORGETTE SOUAID PARCEL ID: 10.4.1.6
AutoCAD SHX Text
DUMPSTER AREA
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text
CARTWAY
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text
CARTWAY
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text
ROUND AREA DRAIN TG:1754.25 INV.:1752.83 (15" HDPE)
AutoCAD SHX Text
LARGE CONCRETE BLOCK WALL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
DANGER BURIED HIGH VOLTAGE CABLE SIGN
AutoCAD SHX Text
CUT & CAP WATER LINE ABANDON IN PLACE
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
(REL.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
ABANDON IN PLACE
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
(REM.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
EXISTING FENCE TO BE REMOVED AND REPLACED ACROSS TRENCH
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text EXISTING UTILITY POLE TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH DESIGN ENGINEER ON LOCATION, TYP.
AutoCAD SHX Text
(REM.)
AutoCAD SHX Text
LIMITS OF EXISTING GRAVEL AREA SECTION TO BE REMOVED, TYP.
AutoCAD SHX Text
EXISTING GRAVEL AREA TO REMAIN
AutoCAD SHX Text
LIMITS OF EXISTING GRAVEL AREA SECTION TO BE REMOVED, TYP.
AutoCAD SHX Text
LIMITS OF EXISTING PAVEMENT TO BE REMOVED, TYP.
AutoCAD SHX Text
SITE
AutoCAD SHX Text FILENAME: C:\Users\kthomas\DC\ACCDocs\Barry Isett and Associates\313625.006_Maintenance_Building_PEMB\Project Files\Civil\_Prod\313625-006-ExFeatures.dwg - March 20, 2026 7:26 PM
AutoCAD SHX Text 24X36
AutoCAD SHX Text
SITE SERIAL #20252874490
AutoCAD SHX Text
ALAN J. CHYKO, PLS PA
AutoCAD SHX Text
LICENSE NUMBER: SU 075016
AutoCAD SHX Text
ACHYKO@BARRYISETT.COM
AutoCAD SHX Text
%%UPROFESSIONAL LAND SURVEYOR'S CERTIFICATION
AutoCAD SHX Text
I, ALAN J. CHYKO, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND
AutoCAD SHX Text
SURVEYOR, LICENSED AND REGISTERED TO PERFORM LAND SURVEYS IN THE
AutoCAD SHX Text
COMMONWEALTH OF PENNSYLVANIA, PURSUANT TO THE PENNSYLVANIA
AutoCAD SHX Text
ENGINEER, LAND SURVEYOR, AND GEOLOGIST REGISTRATION LAW, ACT OF MAY
AutoCAD SHX Text
23, 1945, P.L. 913, AS AMENDED DECEMBER 16, 1992 FOUND AT 63 P.S.
AutoCAD SHX Text
SECTION 148 ET SEQ., AND DO HEREBY CERTIFY THAT THE PLAN, PREPARED
AutoCAD SHX Text
FROM A FIELD SURVEY ON JANUARY 19, 2023, CORRECTLY REPRESENTS THE
AutoCAD SHX Text
PROPERTY BOUNDARY OF THE PROPOSED SUBDIVISION OR LAND DEVELOPMENT.
AutoCAD SHX Text 2/20/2026
AutoCAD SHX Text
DATE
AutoCAD SHX Text
SITE
AutoCAD SHX Text REFERENCES 1. FINAL PLAN, LOT LINE ADJUSTMENT FOR FINAL PLAN, LOT LINE ADJUSTMENT FOR GEORGE & GEORGETTE SOUAID & THE BOROUGH OF MOUNT POCONO, BY JONATHAN SHUPP, PLS, SEO, DATED NOVEMBER 10, 2016, LAST REVISED DECEMBER 07, 2016 AND RECORDED IN MAP BOOK 89, PAGE 74, IN THE MONROE COUNTY RECORDER OF DEEDS OFFICE. 2. SKETCH PLAN, MAINTENANCE BUILDING, SKETCH PLAN, MAINTENANCE BUILDING, OWNER: BOROUGH OF MOUNT POCONO, BY LINDER ENGINEERING, INC., DATED SEPTEMBER 2018, DRAWING FILE NO 68303.01.
AutoCAD SHX Text NOTES 1. THIS DRAWING HAS BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE SURVEYOR HAS NOT THIS DRAWING HAS BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE SURVEYOR HAS NOT VERIFIED THE ACCURACY OF THE UNDERGROUND UTILITIES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS PRIOR TO ANY FUTURE CONSTRUCTION. 2. DATE OF SURVEY: JANUARY 19, 2023 DATE OF SURVEY: JANUARY 19, 2023 3. ANY DISCREPANCIES IN RECONCILIATION OF RECORD INFORMATION WITH FIELD MEASUREMENTS SHOWN ON THIS ANY DISCREPANCIES IN RECONCILIATION OF RECORD INFORMATION WITH FIELD MEASUREMENTS SHOWN ON THIS SURVEY ARE DUE TO THE PROFESSIONAL EVALUATION OF SEVERAL FACTORS INCLUDING, BUT NOT LIMITED TO: DEED CALLS, LOCATION OF CORNER MONUMENTATION, LOCATIONS OF LONG STANDING POSSESSION LINES OR OTHER BOUNDARY LINE EVIDENCE, CARTWAY LOCATIONS (ROADS), INTENT OF ORIGINAL SURVEY, SENIORITY OF TITLE AND ERROR IN RECORD MEASUREMENTS AND/OR CLOSURES. 4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO ANY EASEMENTS, RIGHTS OF WAYS, CONDITIONS AND RESTRICTIONS, ETC., THAT A TITLE REPORT MIGHT REVEAL. 5. ADJOINING PROPERTY OWNER INFORMATION SHOWN AS PER THE MONROE COUNTY, PA PUBLIC TAX MAPS. ADJOINING PROPERTY OWNER INFORMATION SHOWN AS PER THE MONROE COUNTY, PA PUBLIC TAX MAPS. 6. THE OWNER/DEVELOPER OF THE LOT SHALL BE RESPONSIBLE FOR ACQUIRING ANY APPLICABLE THE OWNER/DEVELOPER OF THE LOT SHALL BE RESPONSIBLE FOR ACQUIRING ANY APPLICABLE APPROVALS/PERMITS PRIOR TO PERFORMING ANY SITE DEVELOPMENT. 7. THE BASIS OF BEARING FOR THE SUBJECT SURVEY IS THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM THE BASIS OF BEARING FOR THE SUBJECT SURVEY IS THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM NAD83 (2011) (NORTH ZONE). 8. ELEVATIONS ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). ELEVATIONS ON THIS PLAN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
AutoCAD SHX Text LOCATION MAP PORTION OF BUCK HILL FALLS & MOUNT POCONO USGS QUADRANGLE SCALE: 1"=2,000'
AutoCAD SHX Text
SOIL CLASSIFICATIONS
AutoCAD SHX Text
LACKAWANNA CHANNERY LOAM
AutoCAD SHX Text
O TO 8 PERCENT SLOPES
AutoCAD SHX Text
LACKAWANNA CHANNERY LOAM
AutoCAD SHX Text
8 TO 25 PERCENT SLOPES
AutoCAD SHX Text
OQUAGA-LACKAWANNA COMPLEX
AutoCAD SHX Text
0 TO 8 PERCENT SLOPES
AutoCAD SHX Text
WELLSBORO CHANNERY LOAM
AutoCAD SHX Text
0 TO 8 PERCENT SLOPES
AutoCAD SHX Text LbB
AutoCAD SHX Text LbC
AutoCAD SHX Text OxB
AutoCAD SHX Text WpB
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text
STORM MH
AutoCAD SHX Text
INLET
AutoCAD SHX Text
& INLET
AutoCAD SHX Text
STORM LINE, MANHOLE,
AutoCAD SHX Text
CO
AutoCAD SHX Text
& CLEANOUT
AutoCAD SHX Text
SANITARY LINE, MANHOLE,
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN. MH
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
EDGE OF CONCRETE
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
BIT.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
CONTOUR
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text 590.53
AutoCAD SHX Text
AutoCAD SHX Text
DOOR SILL
AutoCAD SHX Text
FINISHED FLOOR
AutoCAD SHX Text X
AutoCAD SHX Text
%%UNOTE%%U:
AutoCAD SHX Text
VERTICAL TEXT INDICATES PROPOSED FEATURES
AutoCAD SHX Text
SLANTED TEXT INDICATES EXISTING FEATURES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F.F.
AutoCAD SHX Text D.S.
AutoCAD SHX Text
STORM MH
AutoCAD SHX Text
INLET
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
WOOD FENCE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 590.53
AutoCAD SHX Text X
AutoCAD SHX Text
CO
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN. MH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UDEMOLITION
AutoCAD SHX Text
%%UEXISTING
AutoCAD SHX Text DEMOLITION NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOUNT POCONO BOROUGH, MONROE ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOUNT POCONO BOROUGH, MONROE COUNTY CODES, ORDINANCES, STANDARDS, AND SPECIFICATIONS. 2. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES AND THE OWNER PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST POINTS. CROSSINGS WITH EXISTING UNDERGROUND INSTALLATIONS SHALL BE FIELD VERIFIED FOR INVERT ELEVATIONS AND LOCATION BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. THESE DRAWINGS HAVE BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE THESE DRAWINGS HAVE BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE ENGINEER CAN NOT VERIFY THE ACCURACY BETWEEN VISIBLE OR MARKED POINTS OF THE UNDERGROUND UTILITIES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. 5. ALL EXCAVATIONS, TRENCHING, AND SHORING OPERATIONS SHALL COMPLY WITH THE ALL EXCAVATIONS, TRENCHING, AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPT. OF LABOR, OSHA. 6. NO USE OF EXPLOSIVES OR BURNING OF MATERIAL, DEBRIS OR TRASH ON-SITE OR OFF-SITE NO USE OF EXPLOSIVES OR BURNING OF MATERIAL, DEBRIS OR TRASH ON-SITE OR OFF-SITE WILL BE ALLOWED EXCEPT WHEN ALLOWED BY THE GOVERNING AUTHORITY AND THE OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. THE CONTRACTOR MUST CONFORM TO ALL APPLICABLE REGULATORY PROCEDURES WHEN HAZARDOUS OR CONTAMINATED MATERIALS ARE DISCOVERED. 8. ALL EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS ALL EXISTING UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 9. ELECTRIC, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE ELECTRIC, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IF NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. 10. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES ETC., TO THE BEST PRACTICES. 11. PRIOR TO SITE DISTURBANCES, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SEE PRIOR TO SITE DISTURBANCES, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SEE EROSION AND SEDIMENTATION CONTROL PLANS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO KNOX STREET DURING CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO KNOX STREET DURING KNOX STREET DURING DURING CONSTRUCTION. REPAIRS SHALL BE DONE TO THE BOROUGH'S SATISFACTION. REPAIRS SHALL BE DONE TO THE BOROUGH'S SATISFACTION. 13. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINES, WITHOUT WRITTEN PERMISSION FROM THE OWNER, AND/OR THE APPROPRIATE GOVERNMENT AGENCY. 14. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTABLE SAFE PRACTICES CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTABLE SAFE PRACTICES IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL" AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHT-OF-WAYS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO THE CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN. ALL REPAIRS SHALL USE NEW MATERIALS. 16. ALL UTILITY CONNECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE OPERATING UTILITY. ALL UTILITY CONNECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE OPERATING UTILITY. 17. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL PA IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL PA ONE-CALL FOR UTILITY MARK-OUT IN ADVANCE OF ANY UTILITY EXCAVATION. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MINIMUM OF 12" OF EARTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A MINIMUM OF 12" OF EARTH COVER OVER PIPES DURING CONSTRUCTION. 19. IF A SINKHOLE IS ENCOUNTERED ON THE PROJECT SITE, PRIOR TO REPAIRING ANY SINKHOLE, IF A SINKHOLE IS ENCOUNTERED ON THE PROJECT SITE, PRIOR TO REPAIRING ANY SINKHOLE, THE CLIENT SHALL CONTACT A PROFESSIONAL ENGINEER WITH EXPERIENCE IN GEOTECHNICAL ENGINEERING SO AS TO REPAIR THE SINKHOLE IN ACCORDANCE WITH THE PROFESSIONAL'S SPECIFIC RECOMMENDATIONS. THE REMEDIATION PLAN CHOSEN BY THE PROFESSIONAL ENGINEER SHOULD BE BASED ON THE CHARACTERISTICS OF THE SINKHOLE, THE LOCATION OF THE SINKHOLE ON THE SITE AND THE PLANNED OR POSSIBLE FUTURE DEVELOPMENT AT THE SINKHOLE LOCATION.
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 60'
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1 IN = 20 FT
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
DEPRESSED
AutoCAD SHX Text
CURB
AutoCAD SHX Text
CURBING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text U.P.
AutoCAD SHX Text
SOIL BOUNDARY
AutoCAD SHX Text
EASEMENT
AutoCAD SHX Text
%%UDEMOLITION
AutoCAD SHX Text
%%UEXISTING
AutoCAD SHX Text
WATER MAIN & VALVE
AutoCAD SHX Text
GAS MAIN & VALVE
AutoCAD SHX Text G
AutoCAD SHX Text
GV
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text
OVERHEAD ELECTRIC
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LEGAL RIGHT-OF-WAY
AutoCAD SHX Text
BUILDING SETBACK
AutoCAD SHX Text
LOT LINE
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text O/E
AutoCAD SHX Text
ULTIMATE RIGHT-OF-WAY
AutoCAD SHX Text
PAVEMENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text U.P.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text G
AutoCAD SHX Text
GV
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text O/E
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEGEND
JO
B:313625.006
C O
PYR
IG
H T 2026
D R
AW
N
M
TG
SC
ALE:
D
ATE:2/20/2026
P M G
R
APPR
D
JJF
C H
K:
JJF
D
SG
N
LM
D
LM
D
REVISIONS DATE BY
SH
EET: 1.
2.
3.
4.
5.
6.
7.
8.
9.
MOUNT POCONO MAINTENANCE BUILDING EXPANSION
MOUNT POCONO BOROUGH
MONROE COUNTY, PA
BARRYISETT&associatesINC
MULTI- DISCIPLINE ENGINEERS AND CONSULTANTS
272.200.2050 barryisett.com
525 Main Street, Suite 200 Stroudsburg, PA 18360
SITE DEVELOPMENT PLANSP-1
SH
EET: 3 O
F 10
Know what's below.
before you dig.
Call
R
1"=20'
AutoCAD SHX Text
OIL FILLER
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
KNOX STREET
AutoCAD SHX Text
KNOX STREET
AutoCAD SHX Text
E. KINNEY AVE.
AutoCAD SHX Text
N/F JUSUF & SANJA ZLATANIC JUSUF & SANJA ZLATANIC PARCEL ID: 10.4.1.3
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.1.7
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.1.7
AutoCAD SHX Text
N/F P P & L CO P P & L CO PARCEL ID: 10.4.2.11
AutoCAD SHX Text N/F LIMEKILN MANOR ASSOCIATES LP LIMEKILN MANOR ASSOCIATES LP PARCEL ID: 10.4.2.45
AutoCAD SHX Text
N/F WATTO REESA R TRUSTEE WATTO REESA R TRUSTEE PARCEL ID: 10.4.2.6
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text
EXISTING BUILDING
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text D.Y.L.
AutoCAD SHX Text
NEW JERSEY BARRIER
AutoCAD SHX Text
NEW JERSEY BARRIER
AutoCAD SHX Text
STEPS
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
BRICK WALK
AutoCAD SHX Text
CURB
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text
CONC. PAD
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
CONC. WALK
AutoCAD SHX Text E.O.L.S.
AutoCAD SHX Text 30' R.O.W.
AutoCAD SHX Text
PPL CO RIGHT-OF-WAY D.B.V. 1290 - PG.187
AutoCAD SHX Text
BUILDING RESTRICTION LINE (TYP.)
AutoCAD SHX Text
BUILDING RESTRICTION LINE (TYP.)
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 0.9'
AutoCAD SHX Text 0.6'
AutoCAD SHX Text 0.7'
AutoCAD SHX Text 0.3'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text 20'
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text R.O.W.
AutoCAD SHX Text 50' R.O.W.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 15.2'
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
N/F GEORGE & GEORGETTE SOUAID PARCEL ID: 10.4.1.6
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text 22.6'±
AutoCAD SHX Text
CARTWAY
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text 22.9'±
AutoCAD SHX Text
CARTWAY
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text 25'±
AutoCAD SHX Text
LARGE CONCRETE BLOCK WALL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text 10'
AutoCAD SHX Text 24.15'
AutoCAD SHX Text 24.69'
AutoCAD SHX Text 18.16'
AutoCAD SHX Text 5'x5' 6" THICK CONC. LANDING (TYP. OF 4 LOCATIONS)OF 4 LOCATIONS)
AutoCAD SHX Text 5'x5' CONC. LANDING
AutoCAD SHX Text 5'x5' CONC. LANDING
AutoCAD SHX Text PROPOSED 5'x8' 6" THICK CONC. LANDING
AutoCAD SHX Text 10'
AutoCAD SHX Text 5'
AutoCAD SHX Text
PROPOSED MAINTENANCE BUILDING
AutoCAD SHX Text
PROPOSED HEAVY DUTY ASPHALT PAVEMENT, (SEE DETAIL)
AutoCAD SHX Text
BOLLARD (TYP. OF 10)
AutoCAD SHX Text
RELOCATED CHAIN LINK FENCE
AutoCAD SHX Text 10'
AutoCAD SHX Text
EXISTING GRAVEL AREA TO REMAIN
AutoCAD SHX Text
REMOVE AND REPLACE GATE AND FENCE AS NEEDED FOR UTILITY LINE CONSTRUCTION
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text
REMOVE AND REPLACE GRAVEL AS NEEDED FOR UTILITY LINE CONSTRUCTION
AutoCAD SHX Text REMOVE AND REPLACE HEAVY DUTY ASPHALT PAVING AS NEEDED FOR UTILITY LINE CONSTRUCTION
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text 10'
AutoCAD SHX Text
TIE-INTO EXISTING CHAIN LINK FENCE, (TYP.)
AutoCAD SHX Text 5,883 S.F.
AutoCAD SHX Text
PROPOSED CURB STOP (TYP. OF 5)
AutoCAD SHX Text
EXISTING GRAVEL AREA TO REMAIN
AutoCAD SHX Text
REMOVE AND REPLACE FENCE AS NEEDED FOR UTILITY LINE CONSTRUCTION
AutoCAD SHX Text 5'
AutoCAD SHX Text
EXIST. BLOCK WALL, SEE NOTE #1, TYP.
AutoCAD SHX Text
PROP. FORBAY DOORS, (TYP. OF 6)
AutoCAD SHX Text
PROP. WALL MOUNTED R7-8F SIGN
AutoCAD SHX Text
PROP. 5FT. WIDE PEDESTRIAN ACCESS
AutoCAD SHX Text
18" CURB STOP OFFSET, TYP
AutoCAD SHX Text
SITE
AutoCAD SHX Text FILENAME: C:\Users\kthomas\DC\ACCDocs\Barry Isett and Associates\313625.006_Maintenance_Building_PEMB\Project Files\Civil\_Prod\313625-006-SitePlan.dwg - March 20, 2026 7:53 PM
AutoCAD SHX Text 24X36
AutoCAD SHX Text
SITE SERIAL #20252874490
AutoCAD SHX Text LOCATION MAP PORTION OF BUCK HILL FALLS & MOUNT POCONO USGS QUADRANGLE SCALE: 1"=2,000'
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
PROP.
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
EXIST.
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
DEPRESSED
AutoCAD SHX Text
CURB
AutoCAD SHX Text
DEPRESSED
AutoCAD SHX Text
CURB
AutoCAD SHX Text
CURBING
AutoCAD SHX Text
STORM MH
AutoCAD SHX Text
INLET
AutoCAD SHX Text
& INLET
AutoCAD SHX Text
STORM LINE, MANHOLE,
AutoCAD SHX Text
CO
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAN
AutoCAD SHX Text
SAN. MH
AutoCAD SHX Text U.P.
AutoCAD SHX Text
SOIL BOUNDARY
AutoCAD SHX Text
%%UPROPOSED
AutoCAD SHX Text U/E
AutoCAD SHX Text
%%UEXISTING
AutoCAD SHX Text
WATER MAIN & VALVE
AutoCAD SHX Text
GAS MAIN & VALVE
AutoCAD SHX Text G
AutoCAD SHX Text
GV
AutoCAD SHX Text W
AutoCAD SHX Text
WV
AutoCAD SHX Text
UNDERGROUND ELECTRIC
AutoCAD SHX Text
UTILITY POLE
AutoCAD SHX Text
LOT LINE
AutoCAD SHX Text
PROPERTY BOUNDARY
AutoCAD SHX Text U/E
AutoCAD SHX Text
HEAVY DUTY PAVEMENT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
%%UNOTE%%U:
AutoCAD SHX Text
VERTICAL TEXT INDICATES PROPOSED FEATURES
AutoCAD SHX Text
SLANTED TEXT INDICATES EXISTING FEATURES
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text
BIT.
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text (T.B.R.)
AutoCAD SHX Text
EDGE OF PAVEMENT
AutoCAD SHX Text E.O.P.
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text 590.53
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
EDGE OF CONCRETE
AutoCAD SHX Text
BITUMINOUS
AutoCAD SHX Text
BIT.
AutoCAD SHX Text E.O.C.
AutoCAD SHX Text
CHAIN-LINK FENCE
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
TO BE REMOVED
AutoCAD SHX Text
CONTOUR
AutoCAD SHX Text
SPOT ELEVATION
AutoCAD SHX Text 590.53
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
%%UPROPOSED
AutoCAD SHX Text
%%UEXISTING
AutoCAD SHX Text
PROP. INLET
AutoCAD SHX Text
PROP. MH
AutoCAD SHX Text G
AutoCAD SHX Text G.V.
AutoCAD SHX Text W
AutoCAD SHX Text W.V.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C.O.
AutoCAD SHX Text
SAN
AutoCAD SHX Text
PROP. MH
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
INFILTRATION PITS
AutoCAD SHX Text
BORING TEST
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
SANITARY LINE, MANHOLE, CLEANOUT, & WITH CONCRETE ENCASEMENT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
EDGE OF GRAVEL
AutoCAD SHX Text E.O.G
AutoCAD SHX Text E.O.G.
AutoCAD SHX Text
MOUNTED WALL LIGHT
AutoCAD SHX Text 0'
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 60'
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
1 IN = 20 FT
AutoCAD SHX Text
%%UPAVEMENT MARKINGS
AutoCAD SHX Text %%uDESCRIPTION
AutoCAD SHX Text %%uLABEL
AutoCAD SHX Text
PARKING TABULATION
AutoCAD SHX Text
SUMMARY
AutoCAD SHX Text
EXISTING PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
REQUIRED PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
PROVIDED PARKING SPACES =
AutoCAD SHX Text
AutoCAD SHX Text
BREAKDOWN
AutoCAD SHX Text
MAINTENANCE/GOVERNMENT OFFICE BUILDINGS
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
0.83 X 4 EMPLOYEES
AutoCAD SHX Text
= 3.32 PARKING SPACES
AutoCAD SHX Text
85TH PERCENTILE
AutoCAD SHX Text
1.01 X 4 EMPLOYEE MAX
AutoCAD SHX Text
= 4.04 PARKING SPACES
AutoCAD SHX Text
PARKING STALL (4" WIDE SINGLE, SOLID WHITE LINE)
AutoCAD SHX Text ACCESSIBILITY SYMBOL (WHITE SYMBOL ON 48"x48" BLUE BACKGROUND)
AutoCAD SHX Text
ACCESS AISLE (4" WIDE SINGLE, SOLID BLUE OUTLINE AND 4" BLUE LINES C-C @ 45°)
AutoCAD SHX Text
ACCESS PARKING STALL (4" WIDE SINGLE SOLID BLUE LINE)
AutoCAD SHX Text NOTE: : 1. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 10' CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 10' CONSTRUCTION VEHICLE RESTRICTION ZONE BEHIND THE EXISTING BLOCK WALL. THE EXISTING BLOCK WALL IS NOT RATED FOR DIRECT LOADS FROM CONSTRUCTION VEHICLES.
AutoCAD SHX Text PROJECT COORDINATION AND SAFETY: 1. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SECURE AND SAFE SITE AT CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SECURE AND SAFE SITE AT ALL TIMES. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE, BARRICADES, FLAGMAN, CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE, BARRICADES, FLAGMAN, TEMPORARY ROUTES AND/OR ANY OTHER MEANS TO SAFELY DIRECT TRAFFIC DURING BUSINESS HOURS. ALL CLOSURES MUST RECEIVE PRIOR APPROVAL BY BOROUGH. CONTRACTOR SHALL SUBMIT TIMES AND PROCEDURES FOR ALL CLOSURES IF REQUIRED AS PART OF CONSTRUCTION ACTIVITY.
AutoCAD SHX Text DEMOLITION NOTES: 1. CONTRACTOR TO VERIFY IN FIELD (VIF) EXISTING UNDERGROUND UTILITIES CONTRACTOR TO VERIFY IN FIELD (VIF) EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR MUST TAKE ALL PRECAUTIONS TO PROTECT EXISTING CONTRACTOR MUST TAKE ALL PRECAUTIONS TO PROTECT EXISTING UTILITIES TO REMAIN WITHIN AREAS OF DEMOLITION. 3. ALL DEMOLITION MATERIAL REMOVED FROM THE SITE SHALL BECOME THE ALL DEMOLITION MATERIAL REMOVED FROM THE SITE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IS TO BE DISPOSED OF AT A FACILITY LICENSED TO ACCEPT THAT TYPE OF MATERIAL.
AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO NOTIFY DESIGN ENGINEER PRIOR TO UNDERGROUND STORM STRUCTURE CONTRACTOR TO NOTIFY DESIGN ENGINEER PRIOR TO UNDERGROUND STORM STRUCTURE PLACEMENT TO CONDUCT A SITE INSPECTION.
GENERAL NOTES: : 1. LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. PRIOR TO ANY LOCATION OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND SHALL NOTIFY PA ONE CALL. IF THERE ARE CONFLICTS WITH THIS PLAN, THE ENGINEER SHALL BE NOTIFIED BEFORE COMMENCING CONSTRUCTION. CONTRACTOR'S INVESTIGATION SHALL INCLUDE, BUT NOT BE LIMITED TO, LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES AND STRUCTURES AND CLEARANCES AT CROSSINGS. TEST HOLES MAY BE NECESSARY. COMMENCEMENT OF CONSTRUCTION SHALL CONSTITUTE ACCEPTANCE BY THE CONTRACTOR OF THIS PLAN, CONDITIONS AND CONSEQUENCES THEREOF. RESULTS OF FINDINGS MAY NECESSITATE ADJUSTMENTS TO THIS PLAN. 2. THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON THE BEST AVAILABLE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THE UNDERGROUND UTILITIES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY BE INCORPORATED HEREIN AS A RESULT. 3. ANY DISCREPANCIES IN RECONCILIATION OF RECORD INFORMATION WITH FIELD ANY DISCREPANCIES IN RECONCILIATION OF RECORD INFORMATION WITH FIELD MEASUREMENTS SHOWN ON THIS SURVEY ARE DUE TO THE PROFESSIONAL EVALUATION OF SEVERAL FACTORS INCLUDING, BUT NOT LIMITED TO: DEED CALLS, LOCATION OF CORNER MONUMENTATION, LOCATIONS OF LONG STANDING POSSESSION LINES OR OTHER BOUNDARY LINE EVIDENCE, CARTWAY LOCATIONS (ROADS), INTENT OF ORIGINAL SURVEY, SENIORITY OF TITLE AND ERROR IN RECORD MEASUREMENTS AND/OR CLOSURES. 4. CONSTRUCTION TO CONFORM TO THE BOROUGH SUBDIVISION AND ZONING CONSTRUCTION TO CONFORM TO THE BOROUGH SUBDIVISION AND ZONING SPECIFICATIONS, BOROUGH CONSTRUCTION SPECIFICATIONS AND ALSO REFERENCE PennDOT PUB. 408, LATEST EDITION. 5. IN ACCORDANCE TO STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL IN ACCORDANCE TO STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL PA ONE-CALL FOR UTILITY MARK-OUT IN ADVANCE OF ANY UTILITY EXCAVATION. 6. ALL DIMENSION MUST BE FIELD VERIFIED BY THE CONTRACTOR. THE ENGINEER OF ALL DIMENSION MUST BE FIELD VERIFIED BY THE CONTRACTOR. THE ENGINEER OF RECORD MUST BE NOTIFIED ANY CONFLICTS, ERRORS, AMBIGUITIES OR DISCREPANCIES IN THE CONTRACT DRAWINGS OR SPECIFICATIONS PRIOR TO START OF CONSTRUCTION ACTIVITY.
B-4 (14')
B-1 (11.1')
B-5 (18.4')
IN
F-1A/1B
IN
F-2A/2B
IN
F-S1A/S1B
IN
F-S2A/S2B
RO
UN
D
AREA D
RAIN
(EX AD
-1)
TG:1754.25
IN
V. O
UT:1752.83 (15" H
D
PE)
JO
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .