Cumberland County Subdivision and Land ... - ccpa.net

1. The plan should include a signature block for the Cumberland County Planning Department

review. This block will be needed for recording of the plan.

2. Sheet L-101 should include a metes and bounds description of the property.

Plat Num: 21-051

Cumberland County Subdivision and Land Development Review Report

Municipality:

Lower Allen

Surveyor/

Engineer:

JMT

Owner/

Developer:

Trinity High School c/o

Gary Bricker

Plat Title:

Trinity High School

Plat Status:

Final

Plat Type: Land Development

# of New Lots:

# of New

Dwelling Units:

New Acreage

Subdivided/Developed:

Total Tract

Acreage:

28.91

Zoning District:

C-4

Proposed Land Use:

School

Date

Received:

5/5/2021

County

Review:

5/20/2021

Reviewed by:

SH

Checked by:

Plat appears to comply with applicable regulations.

Plat appears to generally comply with applicable regulations; revisions may be required, as indicated.

Plat appears to need substantial revision, as indicated.

Review comments with cited ordinance provisions are based on municipal regulations on file with the County Planning Department.

LOCATION MAP SCALE: 1" = 2,000'GOOGLE MAPS

PROJECTSITE

TRINITY HIGH SCHOOLSYNTHETIC TURF

CONSTRUCTION PLAN

LOWER ALLEN TOWNSHIP, CUMBERLAND COUNTY, PENNSYLVANIA

FOR

GENERAL NOTES1. THE CONTRACTOR SHALL NOTIFY APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS PRIOR

TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OFEXISTING UTILITIES AND MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE TO THE UTILITIESSHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. RESTORATION OF ALL EXISTING SURFACEIMPROVEMENTS DAMAGED OR ALTERED DURING CONSTRUCTION SHALL BE THE RESPONSIBILITYOF THE CONTRACTOR.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON PLANS ARE APPROXIMATEONLY. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION AND DEPTH OF ALL UTILITYLINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. JMT AND TERRAVIZ GEOSPATIALASSUME NO RESPONSIBILITY FOR THE LOCATION OF ANY UNDERGROUND UTILITIES AS DEPICTEDHERON AND REQUEST FOR ADDITIONAL UTILITY INFORMATION SHOULD BE DIRECTED TO THATRESPECTIVE UTILITY COMPANY.

3. SITE DEVELOPMENT SHALL COMPLY WITH ALL APPLICABLE LOWER ALLEN TOWNSHIPORDINANCES IN EFFECT AT THE TIME OF THIS PLAN SUBMISSION.

4. PLAN LOCATION AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISEDIRECTED BY THE LANDSCAPE ARCHITECT.

5. THE DEVELOPER / CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A MINIMUM OF 48 HOURSNOTICE TO COORDINATE WITH THE TOWNSHIP / TOWNSHIP ENGINEER IN REGARDS TO ALLMUNICIPAL INSPECTION WORK REQUIRED FOR THE PROJECT.

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TRINITY HIGHSCHOOL3601 SIMPSON FERRY RDCAMP HILL, PA 17011

PROJECT:

PLAN SET:

PROJECT LOCATION:

PROJECT NUMBER:

DRAWING TITLE:

SCALE:

DRAWING NUMBER:

DATE:

REVISIONSDATENO. DESCRIPTION

SEAL:

PREPARED FOR:

P: (717) 562-5000 | F: (717) 260-3897 | www.jmt.com214 SENATE AVE, SUITE 102 | CAMP HILL, PA 17011

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L-001

COVER

CONSTRUCTION PLAN

04/27/2021

20-03143-001

3601 SIMPSON FERRY RDCAMP HILL, PA 17011


----

SITE PLANS

Sheet Number Sheet TitleL-001 COVER

L-101 EXISTING CONDITIONS

L-102 EXISTING CONDITIONS

L-103 DEMOLITION PLAN

L-104 MATERIALS PLAN

L-105 LAYOUT PLAN

L-106 LAYOUT PLAN

L-107 GRADING PLAN

L-108 GRADING PLAN

L-501 DETAILS

ENGINEER STORMWATER CERTIFICATIONI ____________________________________________, ON THIS DATE ______________________________,HAVE REVIEWED AND HEREBY CERTIFY THAT THE DRAINAGE PLANS MEET ALL DESIGN STANDARDSAND CRITERIA OF THE LOWER ALLEN ACT 167 STORMWATER MANAGEMENT ORDINANCE.

JMT214 SENATE AVE. SUITE 102CAMP HILL, PA 17011PHONE: 717-562-5000

PROJECT MANAGER:MARK SHRIFT, RLA

PLAN PREPARER

TRINITY HIGH SCHOOL3601 SIMPSON FERRY ROADCAMP HILL, PA 17011PHONE: 717-761-1116

CONTACT:GARY BRICKER, ATHLETIC DIRECTOR

OWNER / DEVELOPER

TERRAVIZ GEOSPATIAL430 NORTH FRONT STREETWORMLEYSBURG, PA 17043PHONE: 717-344-5533

PROJECT MANAGER:MATTHEW DAVIS, PLS

SITE SURVEYOR

SWM OPERATION AND MAINTENANCE NOTES1. THE OWNER, SUCCESSOR AND ASSIGNS SHALL MAINTAIN ALL FACILITIES IN ACCORDANCE WITH

THE APPROVED MAINTENANCE SCHEDULE IN THE O&M PLAN AND/OR O&M AGREEMENT.

2. A MAINTENANCE AGREEMENT WAS PREVIOUSLY ESTABLISHED FOR PREVIOUSLY CONSTRUCTEDSTORMWATER BMP'S WITHIN THE TRINITY SCHOOL PROPERTY, THE BMP'S ESTABLISHED WITHTHIS PLAN SHALL BE ADDED TO THE PREVIOUS MAINTENANCE AGREEMENT.

3. THE OWNER SHALL CONVEY TO THE MUNICIPALITY, ACCESS FOR PERIODIC INSPECTION BY THEMUNICIPALITY AND MAINTENANCE AS NECESSARY.

4. THE OWNER SHALL KEEP ON FILE WITH THE MUNICIPALITY THE NAME, ADDRESS, AND TELEPHONENUMBER OF THE PERSON OR COMPANY RESPONSIBLE FOR MAINTENANCE ACTIVITIES. IN THEEVENT OF A CHANGE, NEW INFORMATION SHALL BE SUBMITTED BY THE OWNER TO THEMUNICIPALITY.

APPROVED BY THE BOARD OF COMMISSIONERS, LOWER ALLEN TOWNSHIP, CUMBERLAND COUNTY, PA.

APPROVED THIS ______ DAY OF ________________ 2021.

CONDITIONS OF APPROVAL COMPLETED THIS ______ DAY OF ________________ 2021.

_______________________________________________________PRESIDENT

_______________________________________________________SECRETARY

BOARD OF COMMISSIONERS

OWNER STORMWATER STATEMENTI ____________________________________________, (OWNER) ACKNOWLEDGE THAT THESTORMWATER MANAGEMENT FACILITIES AND BMP'S SHOWN WITHIN THESE PLANS ARE TO BEPERMANENT FIXTURES THAT CAN BE ALTERED OR REMOVED ONLY AFTER APPROVAL OF A REVISEDPLAN BY THE MUNICIPALITY.

COMMONWEALTH OF PENNSYLVANIA

COUNTY OF CUMBERLAND

ON THIS ______ DAY OF ________________ 2021, BEFORE ME, ________________________________

THE UNDERSIGNED OFFICER, PERSONALLY APPEARED ______________________________________

KNOWN TO ME (OR SATISFACTORILY PROVEN) TO THE THE PERSON(S) WHOSE NAME(S) IS/ARE

SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWLEDGED THAT _______________________

EXECUTED THE SAME FOR THE PURPOSES THEREIN CONTAINED.

IN WITNESS WHEREOF, I HERE UNTO SET MY HAND AND OFFICIAL SEAL

_________________________________________NOTARY SEAL

EROSION AND SEDIMENTCONTROL PLANS

Sheet Number Sheet TitleES-401 COVER SHEET

ES-402 EROSION AND SEDIMENTCONTROL PLAN

ES-403 EROSION AND SEDIMENTCONTROL PLAN

ES-404 EROSION AND SEDIMENTCONTROL DETAILS

ES-405 EROSION AND SEDIMENTCONTROL NOTES

POST CONSTRUCTIONSTORMWATER MANAGEMENT

PLANSSheet Number Sheet Title

SW-301 COVER SHEET

SW-302POST CONSTRUCTION

STORMWATER MANAGEMENTPLAN


STORMWATER MANAGEMENTPLAN


STORMWATER MANAGEMENTDETAILS


STORMWATER MANAGEMENTNOTES

SHEET INDEX

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BolBol

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30" Norway Maple

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1.THIS SURVEY WAS PERFORMED AND MAPPING PREPARED WITH

THE BENEFIT OF A TITLE SEARCH.

2.PARTIAL TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON A

FIELD SURVEY PERFORMED BY TERRAVIZ GEOSPATIAL INC.,

COMPLETED IN JANUARY, 2021.

3.CONTOURS AND ELEVATIONS ARE BASED ON NATIONAL AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88).

SURVEY NOTES

N/F Roman Catholic DioceseTax Parcel 13-23-0553-013Deed Book 20K Page 912

Containing: 28.91 Acres +/-

Concrete MonumentFound

RebarFound

1" Iron PipeFound

Iron Pipe Found(Bent)

Rebar/CapFound

Iron PipeFound

Iron PipeFound

RebarFound



Iron PipeFound



Iron PipeFound

Penn DotDisk Found

Control Point - Mag NailNorthing : 325532.27'Easting : 2194759.35'Elevation : 413.97'

Control Point - Conc. Mon.Northing : 325384.45'Easting : 2194778.72'Elevation : 411.50'

N/F Shuler & ShulerTax Parcel 13-23-0553-023Deed Book 31B Page 121

Plan Book 2 Page 47

N/F Glenn IBobb

Tax Parcel13-23-0553-022Deed Book 22G

Page 297

N/F Sally A. HuffTax Parcel 13-23-0553-021Deed Book 32D Page 885

N/F Glenn I BobbTax Parcel 13-23-0553-021Instrument # 201001494

N/F Teresa M. WagnerTax Parcel 13-23-0553-007Deed Book 280 Page 1467

N/F Donald E. & RoseMarie SlikeTax Parcel

13-23-0553-001ADeed Book 30X Page 746

N/F Athens PropertyManagement LLC

Tax Parcel 13-23-0553-001Instrument # 201301421

N/F Robert L.Goodall

Tax Parcel13-23-0553-014

Deed Book 33R Page229

Plan Book 2 Page 65

N/F Valenti Mid-AtlanticRealty LLCTax Parcel

13-23-0553-066Deed Book 160 Page 637

N/F David T. &Nancy T.Hoang

Tax Parcel13-23-0553-015Instrument #200838181Plan Book 2

Page 65

N/F David T. & Nancy T. HoangTax Parcel 13-23-0553-017Deed Book 272 Page 4742

Plan Book 2 Page 65

N/F Thomas BaumgardnerTax Parcel 13-23-0553-012Deed Book 253 150

Plan Book 86 Page 108

N/F Joseph M & Becky J. GiovagnoliTax Parcel 13-23-0553-026Deed Book 279 Page 2454

N/F ShiremanstownUnited Methodist

Tax Parcel13-23-0553-009

N/F Robert J. BeaudryTax Parcel 13-23-0553-010Deed Book 171 Page 621

Plan Book 2 Page 65

N/F Frank PiscioneriTax Parcel 13-23-0553-011

Deed Book 155 Page 82Plan Book 2 Page 65

LOW

ER A

LLEN D

RIVE S.R

. 2047 - VAR

IABLE W

IDTH

R/W

GETTYSBURG ROAD S.R. 2027 - 50' R/W

SIMPSON FERRY RD

ST. JO

HN

S R

D.

W EXISTING WATERLINES EXISTING SANITARY SEWER LINE

EXISTING PROPERTY LINE

EXISTING INLET STRUCTURE

EXISTING EDGE OF MACADAM

EXISTING TREE

EXISTING STORM PIPE

G EXISTING GAS LINE

EXISTING WATER VALVEEXISTING WATER HYDRANT

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING LIGHT STANDARD

EXISTING BOLLARD

EXISTING GAS VALVE

EXISTING SIGN

EXISTING CURB

X EXISTING FENCE

EXISTING EDGE OF CONCRETE

EXISTING UTILITY POLE

OE EXISTING OVERHEAD ELECTRIC

EXISTING EASEMENT

EXISTING MINOR CONTOUREXISTING MAJOR CONTOUR

EXISTING PROPERTY CORNER

1. THIS SURVEY WAS PERFORMED AND MAPPING PREPARED WITHTHE BENEFIT OF A TITLE SEARCH.

2. PARTIAL TOPOGRAPHIC INFORMATION SHOWN ARE BASED ON AFIELD SURVEY PERFORMED BY TERRAVIZ GEOSPATIAL INC.,COMPLETED IN JANUARY, 2021.

3. CONTOURS AND ELEVATIONS ARE BASED ON NATIONAL AMERICANVERTICAL DATUM OF 1988 (NAVD 88).

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PROJECT:

PLAN SET:

PROJECT LOCATION:

PROJECT NUMBER:

DRAWING TITLE:

SCALE:

DRAWING NUMBER:

DATE:


SEAL:

PREPARED FOR:


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1 INCH = 80 FEET

80 0 80 160

L-101

EXISTING CONDITIONS

CONSTRUCTION PLAN

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1"=80'

LEGEND

SURVEY NOTES

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AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

BLEACHERS

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BLEACHERS

AutoCAD SHX Text

BITUMINOUS PAVEMENT

108425.042TARGET

109424.620TARGET

N/F Shuler & ShulerTax Parcel 13-23-0553-023Deed Book 31B Page 121

Plan Book 2 7

N/F Glenn I BobbTax Parcel 13-23-0553-022Deed Book 22G Page 297

N/F Sally A. HuffTax Parcel 13-23-0553-021Deed Book 32D Page 885 N/F Glenn I Bobb

Tax Parcel 13-23-0553-021Instrument # 201001494

N/F Teresa M. WagnerTax Parcel 13-23-0553-007Deed Book 280 Page 1467 N/F Donald E. & Rose Marie Slike

Tax Parcel 13-23-0553-001ADeed Book 30X Page 746 N/F Athens Property

Management LLCTax Parcel 13-23-0553-001Instrument # 201301421


RebarFound

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1509424.620TARGET

Eb

Storm InletGrate = 424.94'Inv. In = 421.90'Inv. Out = 421.90'

Storm InletGrate = 425.19'Inv. Out (8" CPP)= 423.39'

Storm InletGrate = 424.95'Inv. In (12" CPP)= 421.80'Inv. In (12" CPP)= 421.80'Inv. Out = 421.90'

Storm InletGrate = 424.94'

Inv. In (8" CPP)= 422.64'Inv. Out (8" CPP)= 422.62'

Storm PipeInv. = 417.41'

Storm PipeInv. = 417.68'(4"CPP)



Inv. Out = 423.53'

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12" PVC/12"SLCPP

PipeInv. 407.64'

Storm InletGrate = 424.87'Inv. Out = 423.61'

Storm StructureRim = 424.31'Inv. Out = 418.39'With Float And Oil Separator

ST. JO

HN

S R

D.

W EXISTING WATERLINES EXISTING SANITARY SEWER LINE

EXISTING PROPERTY LINE

EXISTING INLET STRUCTURE

EXISTING EDGE OF MACADAM

EXISTING TREE

EXISTING STORM PIPE

G EXISTING GAS LINE

EXISTING WATER VALVEEXISTING WATER HYDRANT

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING LIGHT STANDARD

EXISTING BOLLARD

EXISTING GAS VALVE

EXISTING SIGN

EXISTING CURB

X EXISTING FENCE

EXISTING EDGE OF CONCRETE

EXISTING UTILITY POLE

OE EXISTING OVERHEAD ELECTRIC

EXISTING EASEMENT

EXISTING MINOR CONTOUREXISTING MAJOR CONTOUR

EXISTING PROPERTY CORNER

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PROJECT:

PLAN SET:

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PROJECT NUMBER:

DRAWING TITLE:

SCALE:

DRAWING NUMBER:

DATE:


SEAL:

PREPARED FOR:


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1 INCH = 30 FEET

30 0 30 60 L-102

EXISTING CONDITIONS

CONSTRUCTION PLAN

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20-03143-001



1"=30'

LEGEND

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

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BLEACHERS

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BLEACHERS

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BITUMINOUS PAVEMENT

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Storm InletGrate = 424.94'Inv. In = 421.90'Inv. Out = 421.90'

Storm InletGrate = 425.19'Inv. Out (8" CPP)= 423.39'

Storm InletGrate = 424.95'Inv. In (12" CPP)= 421.80'Inv. In (12" CPP)= 421.80'Inv. Out = 421.90'


Inv. In (8" CPP)= 422.64'Inv. Out (8" CPP)= 422.62'





Inv. Out = 423.53'

Eb

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12" PVC/12"SLCPP

PipeInv. 407.64'

Storm InletGrate = 424.87'Inv. Out = 423.61'


EXISTING GOAL POST ANDALL APPURTENANCESINCLUDING FOUNDATION TOBE REMOVED

BITUMINOUS PAVEMENT ANDAGGREGATE SUBBASE TO BEREMOVED

EXISTING STORM INLET TO BEREMOVED


EXISTING STORM INLET TO BEREMOVED - EXISTING OUTFLOW PIPETO REMAIN - PROTECT IN PLACE



EXISTING STORM PIPING TO BEREMOVED (TYP)EXISTING STORM INLET TO BE

REMOVED - CAP EXISTING OUTFLOWPIPE AND ABANDON IN PLACE

EXISTING STORM PIPE TO REMAIN -PROTECT IN PLACE

EXISTING STORM PIPING TO BEREMOVED (TYP)

EXISTING GOAL POST ANDALL APPURTENANCES

INCLUDING FOUNDATION TOBE REMOVED

BITUMINOUS PAVEMENT ANDAGGREGATE SUBBASE TO BE

REMOVED

EXISTING JUMP PIT AND ALLAPPURTENANCES TO BE REMOVED

(INCLUDING SAND)

EXISTING JUMP PIT AND ALLAPPURTENANCES TO BE REMOVED

(INCLUDING SAND)

EXISTING POLE VAULT BOX, CONCRETE,BITUMINOUS PAVEMENT AND ALL

APPURTENANCES TO BE REMOVED

SAWCUT EXISTING TRACK 4" FROM THEINNER MOST TRACK LINE ON FIELD SIDE-REMOVE TRACK SURFACING, BITUMINOUSPAVEMENT AND AGGREGATE SUBBASE -SEE DETAIL BELOW

EXISTING ELECTRICAL BOX TO BERESET TO PROPOSED GRADE -SEE SHEET L-104 FOR NOTES

EXISTING ELECTRICAL BOX TO BERESET TO PROPOSED GRADE -

SEE SHEET L-104 FOR NOTES

INSIDE TRACK LINE

4"

SAWCUT LINE - VERTICALAND NEAT

EXISTING TRACK TOREMAIN - PROTECT

IN PLACEEXISTING FIELD

TRACK SURFACING,BITUMINOUS PAVEMENT ANDAGGREGATE SUBBASE TO BEREMOVED

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PROJECT:

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DRAWING TITLE:

SCALE:

DRAWING NUMBER:

DATE:


SEAL:

PREPARED FOR:


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DEMOLITION PLAN

CONSTRUCTION PLAN

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1"=30'

SAWCUT AT EXISTING TRACKNTS

1L-103

DEMOLITION NOTES1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE

CLEARING OR DEMOLITION ACTIVITIES. SEE EROSION AND SEDIMENT CONTROLPLANS.

2. PRESERVE AND PROTECT ALL EXISTING FEATURES TO REMAIN: STRUCTURES,LIGHTING, SURFACE MATERIALS, ABOVE AND BELOW GRADE UTILITIES,FOOTING AND VEGETATION WITHIN AND ADJACENT TO CONSTRUCTION AREADURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.

3. MEET ALL EXISTING GRADES AT ALL EDGES OF PROJECT. ADJUST EXISTINGINLETS, DRAINS, VENTS, VALVE, AND ANY OTHER APPLICABLE UTILITIES TOMEET FINISH GRADES.

4. DO NOT DRIVE OR PARK, STORE MATERIAL OR DEBRIS ON THE SITE EXCEPT INAREAS APPROVED BY OWNER. STAGING AREAS SHALL BE APPROVED BYOWNER. DO NOT STAGE MATERIALS IN AREAS OTHER THAN THOSE THAT AREPREVIOUSLY DESIGNATED BY THE OWNER.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT TOANY EXISTING ANY FEATURES DISTURBED OR DAMAGED BY THECONSTRUCTION OR DEMOLITION ACTIVITIES PROPOSED HEREIN.

6. ALL EXISTING TREES ARE TO REMAIN.

7. CUTTING AND PATCHING OF EXISTING PAVEMENTS TO REMAIN SHALL BECOMPLETED WITH CARE. PATCH WITH MATERIALS IDENTICAL TO EXISTINGMATERIALS.

8. REMOVE EXISTING PAVEMENT TO FULL DEPTH WITHIN THE AREAS NOTED FORDEMOLITION.

9. DEMOLITION WORK SHALL BE SCHEDULED AND IMPLEMENTED WITH MINIMALDISRUPTION TO ADJACENT OCCUPIED AREAS..

10. ALL EXISTING UNDERGROUND UTILITIES, UTILITY POLES, GUY WIRES,MANHOLES, AND HYDRANTS UNLESS OTHERWISE NOTED SHALL NOT BEDISTURBED BY THE CONTRACTORS DEMOLITION EFFORTS UNLESS NOTED FORREMOVAL.

11. ANY EXISTING UTILITIES NOT NOTED FOR REMOVAL SHALL HAVE LIDS, COVERS,GRATES, TOPS, ECT. RESET TO THE PROPOSED ELEVATIONS.

12. ALL ITEMS NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY,INCLUDING ALL ASSOCIATED APPURTENANCES UNLESS OTHER WISE NOTED.

13. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNERAND/OR LANDSCAPE ARCHITECT FOR ANY AND ALL INJURIES AND/OR DAMAGESTO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITIONAND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.

14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BEFAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITIONWORK FOR THIS PROJECT. IF THE CONDITIONS ENCOUNTERED DURINGEXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY.

15. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BYTHE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE ANDIN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMITREQUIREMENTS.

16. ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVEDBY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALLNOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED

.

17. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTYCORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED,CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSEDSURVEYOR AT NO ADDITIONAL COST TO THE OWNER.

18. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT EXISTINGSTRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION / CONSTRUCTIONACTIVITIES.

19. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTIONSET FOR OTHER PERTINENT INFORMATION.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE SAFETY ASMANDATED BY OSHA, THE COUNTY, OR THE OWNER'S AUTHORIZEDREPRESENTATIVE.

21. CONTRACTOR SHALL COORDINATE WITH LANDSCAPE ARCHITECT AND OWNERPRIOR TO REMOVING ANY ITEMS OTHER THAN WHAT IS SHOWN ON THESEPLANS.

AutoCAD SHX Text

TRACK SURFACING

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TRACK SURFACING

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BLEACHERS

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BLEACHERS

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BITUMINOUS PAVEMENT

108425.042TARGET

109424.620TARGET

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SYNTHETIC TURF CURB3L501

SYNTHETIC TURF2L501

POLE VAULT 5L501

LONG JUMP 7L501

BITUMINOUS PAVEMENT WITHTRACK SURFACING

1L501

GOAL POST GOAL POST

SEE SPECIFICATIONS FORFIELD STRIPING ANDDIMENSIONS (TYP)

BITUMINOUS PAVEMENT WITHTRACK SURFACING

1L501

EXISTING ELECTRICAL BOX TO BERESET - CUT SYNTHETIC TURF FOR

LID AND GLUE TO TOP OF BOX

EXISTING WATER REEL BOX TO BERESET - SET TOP OF BOX TO BEFLUSH WITH TRACK SURFACING

DRAIN BASIN - SEESTORMWATER PLANS



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MATERIALS PLAN

CONSTRUCTION PLAN

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1"=30'SYNTHETIC TURF FIELD

SYNTHETIC TURF CURB

LEGEND1. ALL DISTURBED AREAS OF SITE WITHOUT PROPOSED SITE FEATURES, SHALL RECEIVE TOPSOIL AND BE SEEDED

WITH "PRIME TIME" TURF TYPE TALL FESCUE BLEND FROM BURLINGHAM SEEDS OR APPROVED EQUAL.

2. DO NOT SCALE DRAWINGS.

3. CONTRACTOR SHALL SUBMIT FIELD STRIPING PLANS INCLUDING ALL TURF COLORS FOR APPROVAL FROM OWNERAND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF TURF.

4. THE CONTRACTOR SHALL HAVE ALL REQUIRED SUBMITTAL APPROVALS PRIOR TO BEGINNING THE WORK ORORDERING MATERIALS.

5. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS SHALLBE REPORTED TO LANDSCAPE ARCHITECT IN WRITING.

6. SEE SPECIFICATIONS FOR ALL ATHLETIC FIELD EQUIPMENT INFORMATION.

MATERIALS NOTES

BITUMINOUS PAVEMENTWITH TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

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BLEACHERS

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BLEACHERS

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INSTALL SYNTHETIC TURFCURB ALONG SAWCUT EDGEOF TRACK (TYP)

SEE SHEET L-106 FOR NORTH "D"ZONE LAYOUT INFORMATION

INSTALL TRACK SURFACING ANDBITUMINOUS PAVEMENT ALONGSAWCUT EDGE OF TRACK (TYP)

SEE SHEET L-106 FOR SOUTH "D"ZONE LAYOUT INFORMATION

INSTALL TRACK SURFACING ANDBITUMINOUS PAVEMENT ALONGSAWCUT EDGE OF TRACK (TYP)

NORTHING: 325356.290EASTING: 2193523.930

190.00'FROM INSIDE OF CURBTO CENTER OF FIELD

190.00'FROM INSIDE OF CURBTO CENTER OF FIELD

ALL FIELDS TO BE CENTERED IN TURFAREA - SEE SPECIFICATIONS FORFIELD DIMENSIONS



90°'

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1"=30'1. DO NOT SCALE DRAWINGS.

2. THE CONTRACTOR SHALL HAVE ALL REQUIRED SUBMITTAL APPROVALS PRIORTO BEGINNING THE WORK OF ORDERING MATERIALS.

3. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTINGOR PROPOSED CONDITIONS SHALL BE REPORTED TO LANDSCAPE ARCHITECTIN WRITING.

LAYOUT NOTES

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

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BLEACHERS

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BLEACHERS

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BITUMINOUS PAVEMENT

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78.3

3'(F

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11.75'(FROM FIELD

SIDE OF CURB

14.76'(FROM FIELD

SIDE OF CURB)

CENTER LINEOF FIELD

132.

00'

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9.34'(FROMFIELD

SIDE OFCURB)

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FIEL

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0'(F

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CENTER LINEOF FIELD

130.

16'

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----

1 INCH = 10 FEET

10 0 10 20

NORTH "D" ZONE LAYOUTSOUTH "D" ZONE LAYOUT

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BITUMINOUS PAVEMENT

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12" PVC/12"SLCPP

PipeInv. 407.64'


424.99 (ETS)424.94 (ETS)

425.01 (ETS)

425.01 (ETS) 424.97 (ETS) 424.98 (ETS)

425.53 HP

425.53 HP

425.01 (ETS)

425.01(ETS)

424.96 (ETS)

424.98 (ETS)

424.98 (ETS)

425.01 (ETS)

424.95 (ETS)

424.95 (ETS)

424.96 (ETS)

424.95 (ETS)

LP / RIM: 424.45

424.83

424.83

425.20

424.95

425.09425.02

425.06425.02

424.96

424.99425.01

425.06

425.13425.05

DRAW IN PAVEMENT

DRAW IN PAVEMENT

425.29425.18

425.05425.16

425.09425.03

LP / RIM: 424.74

424.95

DRAW IN PAVEMENT

424.95

LP / RIM: 424.74

424.96

DRAW IN PAVEMENT

424.95

425.43 HP

GRADE BREAK

TOP OF CURB TO MATCH FINISHEDTRACK SURFACE ELEVATION (TYP)

425.53 HP

425.08

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1"=30'

GRADING NOTES1. WHERE PROPOSED PAVEMENT ABUTS EXISTING PAVEMENT, MATCH LINE AND GRADE OF THE EXISTING

PAVEMENT.

2. ALL GRADING SHALL BE SMOOTH AND CONTINUOUS. TOPS AND BOTTOMS OF ALL SLOPES SHALL BEROUNDED.

3. PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THEOWNER'S REPRESENTATIVES. SUCH PLAN CHANGES, SHOULD THEY BECOME NECESSARY, ARE SUBJECT TOMUNICIPAL AND COUNTY ORDINANCES.

4. ALL EXISTING SPOT ELEVATIONS ARE ASSUMED, PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMITOF WORK.

5. ADJUST EXISTING AND PROPOSED UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY.

6. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONSSHALL BE REPORTED TO LANDSCAPE ARCHITECT IN WRITING.

7. AT HIGH POINTS AND LOW POINTS IN PAVED AREAS, SLOPES SHALL NOT BE GRADED TO A POINT OR SHARPRIDGE; GRADES SHALL BE TRANSITIONED. AVOID LOW SPOTS IN PAVEMENTS THAT MAY RESULT IN PUDDLING.

8. ENSURE POSITIVE DRAINAGE TOWARDS PROPOSED INLETS.

LEGENDHP HIGH POINTLP LOW POINTETS EXISTING TRACT SURFACE ELEVATION

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

BITUMINOUS PAVEMENT

X

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XLs

Ls

BolBol

W

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W

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S

BillboardLemar

Exposed LimestoneTypical

ExposedLimestoneTypical

"No Parking" Sign

"No Parking" Sign

"Stop" Sign

"Stop" Sign

1" Linden

(3) 1/2"Fruit Trees

30" Norway Maple

Water PitRim = 411.05Top Of Line = 409.35 +/-

San. MHRim = 415.74

Inv. In = 408.90Inv. Out = 408.84

San. MHRim = 411.96

Inv. In = 400.15Inv. In = 400.15

Inv. In (Drop Invert) = 404.96Inv. Out = 400.11

"15 MPH" Sign

Speed Bump

Wv"No Parking" Sign

Utility PolePPL-22654S322579

OE

OE

OE

OE

OE

OEOE

OEOEOE

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OE

OE

8' Chain Link Fence


Bell Tele. 361

"To SR 15 " Sign

Inv. Out = 410.59

"One Way/Do Not Enter" Sign

San. MHRim = 411.32Inv. In = 404.32Inv. Out = 404.28

San. MHRim = 413.86

Inv. In = 402.53Inv. Out = 402.47

S

6" CPP

8" Opening18" RCPShed

HaBHaC

HaCUb

Ub

HaC

UbHab

410

411 40

9 408

412

406

405

404

398399

400401

402403

404405

406407

408409

411.

80 (H

IGH

PO

INT

RID

GE)

1.75%

1.75%1.75%

4:1

(TYP

)

407

411

410

4:1(TYP)

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Wv

Eb

XLsLs

LsLs

Wv

W

X

Ls

Ls

Ls

Ls

Ls

Ls

BolBol

Ls

Ls

Ls

Bol

BillboardLemar

Exposed LimestoneTypical

ExposedLimestoneTypical

ExposedLimestone

(Typ.)

"Trinity HighSchool"

Sign

"Stop" Sign

"15 MPH" Sign

"Patricia FrankMemorial" Sign

"No Parking"Sign

"No Parking" Sign

"No Parking" Sign

"No Parking" Sign

"Stop" Sign

"Stop" Sign

30" Red Maple

(6) 12" Flowering Pear

24"RedMaple

1" Linden

(3) 1/2"Fruit Trees

30" Norway Maple

Water PitRim = 411.05Top Of Line = 409.35 +/-

San. MHRim = 415.74

Inv. In = 408.90Inv. Out = 408.84

San. MHRim = 411.96

Inv. In = 400.15Inv. In = 400.15

Inv. In (Drop Invert) = 404.96Inv. Out = 400.11

"15 MPH" Sign

Speed Bump

Wv"No Parking" Sign


8' Chain Link Fence

4' Chain Link Fence

Utility PolePPL-226XXS32256X

Utility PoleVZ-351


Bell Tele. 361

"To SR 15 " Sign

(2) 10' Dia. Yew

"One Way" Sign

"One Way/Do Not Enter" Sign

"15 MPH" Sign


"Stop" Sign

"Stop" Sign

"15 MPH" Sign

30" Walnut

30" Walnut

(3) 4" White Pine

4" White Pine

Ls

San. MHRim = 411.32Inv. In = 404.32Inv. Out = 404.28

San. MHRim = 413.86

Inv. In = 402.53Inv. Out = 402.47

Shed

HaBHaC

HaCUb

Ub

HaC

Ub

HaB

UbHab

UbHaA

HaBHcC

HaAHaB

HaBHaC

24+00

25+00

26+00

27+00

28+00

Eb

Eb

X

SURVEY NOTES

410

411

409 40

8

412

406

405

404

398399

400401

402403

404405

406407

408409

411.

80 (H

IGH

PO

INT

RID

GE)

1.75%

1.75%1.75%

4:1

(TYP

)

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411

410

4:1(TYP)

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SEAL:

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----

FIELD REGRADING LOCATIONKEY MAP

FIELD REGRADING

1. ALL DISTURBED AREAS OF SITE WITHOUT PROPOSED SITE FEATURES, SHALL RECEIVE TOPSOIL AND BE SEEDEDWITH "PRIME TIME" TURF TYPE TALL FESCUE BLEND FROM BURLINGHAM SEEDS OR APPROVED EQUAL.

2. DO NOT SCALE DRAWINGS.

3. THE CONTRACTOR SHALL HAVE ALL REQUIRED SUBMITTAL APPROVALS PRIOR TO BEGINNING THE WORK ORORDERING MATERIALS.

4. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS SHALLBE REPORTED TO LANDSCAPE ARCHITECT IN WRITING.

5. ALL GRADING SHALL BE SMOOTH AND CONTINUOUS. TOPS AND BOTTOMS OF ALL SLOPES SHALL BE ROUNDED.

6. ALL EXISTING SPOT ELEVATIONS ARE ASSUMED, PROPOSED GRADES SHALL MEET EXISTING GRADES AT LIMIT OFWORK.

7. ADJUST EXISTING AND PROPOSED UTILITIES TO MEET FINAL DESIGN CONDITIONS AS NECESSARY.

8. ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND DOCUMENTED EXISTING OR PROPOSED CONDITIONS SHALLBE REPORTED TO ARCHITECT AND LANDSCAPE ARCHITECT IN WRITING.

9. CONTRACTOR SHALL UTILIZE EXCESS CUT FROM SYNTHETIC TURN FIELD FOR FILL MATERIAL.

FIELD REGRADING NOTES

TREE PROTECTION FENCING - COORDINATEFINAL LOCATION IN FIELD WITH LANDSCAPEARCHITECT.

AutoCAD SHX Text

<XREF moved>

AutoCAD SHX Text

<XREF moved>

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

TRACK SURFACING

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

BLEACHERS

AutoCAD SHX Text

BITUMINOUS PAVEMENT

Cumberland County Subdivision and Land ... - ccpa.net

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Transcript of Cumberland County Subdivision and Land ... - ccpa.net