uatwp.org...2020/06/26 · west winding. upper allen township, cumberland county, pennsylvania....

AutoCAD SHX TextWEST WINDING

AutoCAD SHX TextUPPER ALLEN TOWNSHIP, CUMBERLAND COUNTY, PENNSYLVANIA

AutoCAD SHX TextPRELIMINARY SUBDIVISION AND LAND DEVELOPMENT PLAN

AutoCAD SHX TextINDEX OF DRAWINGS :

AutoCAD SHX TextCHARTER HOMES AT WEST WINDING, INC.

AutoCAD SHX TextEQUITABLE OWNER / DEVELOPER :

AutoCAD SHX Text1-800-242-1776

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AutoCAD SHX TextNEW CUMBERLAND, PA 17070

AutoCAD SHX TextPLANNING ENGINEERING SURVEYING

AutoCAD SHX TextPHONE: (717) 770 - 2500

AutoCAD SHX TextFAX: (717) 770 - 2400

AutoCAD SHX Text115 LIMEKILN RD, P.O. BOX 'G'

AutoCAD SHX TextWWW.ALPHACEI.COM

AutoCAD SHX TextALPHA CONSULTING ENGINEERS, INC.

AutoCAD SHX TextSITE DENSITY :

AutoCAD SHX TextREQ'D OPEN SPACE PROVIDED :

AutoCAD SHX TextTOTAL DEVELOPED AREA :

AutoCAD SHX TextDEDICATED ROW AREA :

AutoCAD SHX Text35'

AutoCAD SHX TextSOURCE OF TITLE :

AutoCAD SHX Text50%%% BUILDING, 70%%% IMPERVIOUS SURFACE,

AutoCAD SHX TextSIDE - 15'

AutoCAD SHX TextREAR - 15'

AutoCAD SHX TextFRONT - 30'

AutoCAD SHX TextNO. OF PROPOSED BLDG. LOTS :

AutoCAD SHX TextTOTAL EXISTING TRACT :

AutoCAD SHX Text42-10-0646-018EX

AutoCAD SHX TextTAX PARCEL NUMBER :

AutoCAD SHX TextRESIDENTIAL: SINGLE FAMILY DETACHED

AutoCAD SHX TextZONING DATA C1, NEIGHBORHOOD COMMERCIAL

AutoCAD SHX TextPUBLIC (UPPER ALLEN TOWNSHIP)

AutoCAD SHX TextPUBLIC (SUEZ)

AutoCAD SHX TextZONED :

AutoCAD SHX TextPROPOSED USE :

AutoCAD SHX TextSITE DATA :

AutoCAD SHX TextWATER SUPPLY :

AutoCAD SHX TextSANITARY SEWER :

AutoCAD SHX TextMAXIMUM BUILDING HEIGHT :

AutoCAD SHX TextMINIMUM BLDG. SETBACKS :

AutoCAD SHX TextMAXIMUM LOT COVERAGE :

AutoCAD SHX TextC1, NEIGHBORHOOD COMMERCIAL

AutoCAD SHX TextDATE :

AutoCAD SHX TextSEPTEMBER 30, 2019

AutoCAD SHX Text6 ACRES

AutoCAD SHX TextMINIMUM OPEN SPACE :

AutoCAD SHX TextTITLE :

AutoCAD SHX Text11.56 AC




AutoCAD SHX Text169

AutoCAD SHX Text2.57 U/AC

AutoCAD SHX TextSERIAL NUMBERS: 20192631700

AutoCAD SHX TextREP: ANTHONY FARANDA DIEDRICH

AutoCAD SHX TextGENERAL NOTES :

AutoCAD SHX TextTHE PURPOSE OF THIS PLAN IS TO DEVELOP WEST WINDING AS A RESIDENTIAL SUBDIVISION.

AutoCAD SHX TextTWO SPACES PER DWELLING UNIT

AutoCAD SHX TextMIN. PARKING REQUIREMENT :

AutoCAD SHX Text1. SUBDIVISION AND LAND DEVELOPMENT STANDARDS PER CHAPTER 220, "TOWNSHIP OF UPPER ALLEN SUBDIVISION AND LAND DEVELOPMENT ORDINANCE" [SALDO] (ENACTED SUBDIVISION AND LAND DEVELOPMENT STANDARDS PER CHAPTER 220, "TOWNSHIP OF UPPER ALLEN SUBDIVISION AND LAND DEVELOPMENT ORDINANCE" [SALDO] (ENACTED BY ORDINANCE 611 ON MAY 8, 2006) AND PER ARTICLE 6, CHAPTER 245 ZONING ORDINANCE [ZO] (ENACTED BY ORDINANCE 771 ON DECEMBER 20, 2017). 2. ALPHA CONSULTING ENGINEERS SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR ALPHA CONSULTING ENGINEERS SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF THE PUBLIC OR THE CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3. THE LOCATIONS OF EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE. UTILITIES ARE BASED ON INFORMATION PROVIDED BY OTHERS AND ARE FOR DESIGN THE LOCATIONS OF EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE. UTILITIES ARE BASED ON INFORMATION PROVIDED BY OTHERS AND ARE FOR DESIGN UTILITIES ARE BASED ON INFORMATION PROVIDED BY OTHERS AND ARE FOR DESIGN PURPOSES ONLY. ANY RISK OF UNANTICIPATED COST OR DELAY ASSOCIATED WITH DIFFERENCES BETWEEN LISTED AND ACTUAL UTILITIES SHALL BE ACCEPTED BY THE APPLICANT AND CONTRACTOR. THE APPLICANT SHALL REQUEST A 'FINAL DESIGN' ONE CALL IN ACCORDANCE WITH ACT 287 PRIOR TO RELEASING PLANS FOR EITHER BID OR CONSTRUCTION AND BOTH APPLICANT AND CONTRACTOR SHALL VERIFY UTILITY LOCATION AND OWNERSHIP AND COORDINATE WITH UTILITIES TO DETERMINE COST, LEVEL OF WORK, SCHEDULING, ETC. THE CONTRACTOR FOR THE PROJECT IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR VERIFICATION OF SERVICE THE CONTRACTOR FOR THE PROJECT IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR VERIFICATION OF SERVICE LOCATIONS PRIOR TO EXCAVATING. 4. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PUBLIC UTILITIES 72 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE PUBLIC UTILITIES 72 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 5. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF UPPER ALLEN TOWNSHIP. ANY CONSTRUCTION METHODS OR SPECIFICATIONS NOT SHOWN ON THIS PLAN AND ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF UPPER ALLEN TOWNSHIP. ANY CONSTRUCTION METHODS OR SPECIFICATIONS NOT SHOWN ON THIS PLAN AND NOT SPECIFIED BY UPPER ALLEN TOWNSHIP SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS - PUBLICATION 408, AND CONSTRUCTION STANDARDS - PUBLICATION 72, CURRENT EDITIONS. CONSTRUCTION OF SANITARY SEWERS SHALL COMPLY TO THE LATEST EDITION OF THE UPPER ALLEN TOWNSHIP STANDARD CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR THE SANITARY SEWER SYSTEM. ALL SANITARY SEWER CONSTRUCTED IN PUBLIC STREETS SHALL BE SUBJECT TO BACKFILL COMPACTION TESTING AT THE DEVELOPER'S EXPENSE. SEE PLAN SHEET 8 FOR TEMPORARY EASEMENT REQUIREMENTS. 6. THE GEOLOGY OF THE SITE MAY MAKE IT SUSCEPTIBLE TO SINKHOLES. IF ENCOUNTERED, SPECIAL CONSTRUCTION METHODS MAY BE REQUIRED TO MITIGATE THE EFFECTS THE GEOLOGY OF THE SITE MAY MAKE IT SUSCEPTIBLE TO SINKHOLES. IF ENCOUNTERED, SPECIAL CONSTRUCTION METHODS MAY BE REQUIRED TO MITIGATE THE EFFECTS IN ACCORDANCE WITH §220-11[SALDO]. §220-11[SALDO]. 220-11[SALDO]. 7. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL STREET SIGNS. STREET SIGNS SHALL BE AS PER §220-25 [SALDO]. CONTRACTOR SHALL THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL STREET SIGNS. STREET SIGNS SHALL BE AS PER §220-25 [SALDO]. CONTRACTOR SHALL §220-25 [SALDO]. CONTRACTOR SHALL 220-25 [SALDO]. CONTRACTOR SHALL ]. CONTRACTOR SHALL . CONTRACTOR SHALL PROVIDE AND INSTALL ALL STREET IDENTIFICATION SIGNS. THE DEVELOPER MUST PROVIDE A TRAFFIC CONTROL PLAN FOR APPROVAL BY THE TOWNSHIP AND PROVIDE AND INSTALL ALL REQUIRED TRAFFIC CONTROL SIGNS. ALL TRAFFIC CONTROL SIGNS MUST BE INSTALLED BEFORE OCCUPANCY CERTIFICATES ARE ISSUED FOR BUILDINGS WITHIN THE DEVELOPMENT. 8. SIDEWALKS TO BE DEPRESSED AT ALL INTERSECTIONS TO PROVIDE HANDICAP ACCESS PER CURRENT ADA REQUIREMENTS. SIDEWALKS TO BE DEPRESSED AT ALL INTERSECTIONS TO PROVIDE HANDICAP ACCESS PER CURRENT ADA REQUIREMENTS. 9. DRIVEWAY CONSTRUCTION IN STREET RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH §220-17 [SALDO]. DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT DRIVEWAY CONSTRUCTION IN STREET RIGHT-OF-WAY MUST BE IN ACCORDANCE WITH §220-17 [SALDO]. DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT §220-17 [SALDO]. DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT 220-17 [SALDO]. DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT . DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT DRIVEWAY LOCATIONS ARE NOT KNOWN AS THEY ARE SUBJECT TO THE BUILDING ARCHITECTURE, BUT ARE ASSUMED TO BE ON THE HIGH SIDE OF THE LOT FOR THE MAJORITY OF THE UNITS AND ARE SHOWN AS SUCH HEREIN. UPON CONSTRUCTION OF PROPOSED HOMES, NO PORTION OF A DRIVEWAY MAY INTERSECT THE STREET AT A STORM INLET. 10. FIRE HYDRANT CONNECTIONS MUST BE THE SIZE AND SHAPE APPROVED BY FIRE COMPANY. FIRE FLOWS SHALL NOT BE LESS THAN 500 GPM IN THE SINGLE-FAMILY FIRE HYDRANT CONNECTIONS MUST BE THE SIZE AND SHAPE APPROVED BY FIRE COMPANY. FIRE FLOWS SHALL NOT BE LESS THAN 500 GPM IN THE SINGLE-FAMILY RESIDENTIAL AREAS AT TWENTY (20) PSI RESIDUAL PRESSURE. 11. ELECTRIC, TELEPHONE, AND OTHER UTILITIES TO BE INSTALLED UNDERGROUND. ELECTRIC, TELEPHONE, AND OTHER UTILITIES TO BE INSTALLED UNDERGROUND. 12. WATER SERVICE TO BE COORDINATED WITH SUEZ WATER COMPANY. WATER SERVICE TO BE COORDINATED WITH SUEZ WATER COMPANY. 13. A HIGHWAY OCCUPANCY PERMIT IS REQUIRED PURSUANT TO SECTION 420 OF THE ACT OF JUNE 1, 1945 (P.L. 1242, NO. 428), KNOWN AS THE "STATE HIGHWAY LAW" A HIGHWAY OCCUPANCY PERMIT IS REQUIRED PURSUANT TO SECTION 420 OF THE ACT OF JUNE 1, 1945 (P.L. 1242, NO. 428), KNOWN AS THE "STATE HIGHWAY LAW" BEFORE DRIVEWAY ACCESS TO A STATE HIGHWAY IS PERMITTED. 14. EROSION AND SEDIMENTATION CONTROL APPROVAL IS REQUIRED FROM THE CUMBERLAND COUNTY CONSERVATION DISTRICT. EROSION AND SEDIMENTATION CONTROL APPROVAL IS REQUIRED FROM THE CUMBERLAND COUNTY CONSERVATION DISTRICT. 15. SEWAGE PLANNING OR EXEMPTION IS REQUIRED BY PADEP. SEWAGE PLANNING OR EXEMPTION IS REQUIRED BY PADEP. 16. THE HOMEOWNERS ASSOC. IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER DETENTION FACILITIES. THE HOMEOWNERS ASSOC. IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER DETENTION FACILITIES. 17. ALL COMMON / OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION IN ACCORDANCE WITH SECTION §220-28 [SALDO]. ALL COMMON / OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION IN ACCORDANCE WITH SECTION §220-28 [SALDO]. §220-28 [SALDO]. 220-28 [SALDO]. 18. THE APPROXIMATE WETLAND BOUNDARY HAS BEEN DELINEATED AS SHOWN. THE APPROXIMATE WETLAND BOUNDARY HAS BEEN DELINEATED AS SHOWN. 19. THE ONE HUNDRED YEAR FLOOD PLAIN IS SHOWN HEREIN BASED ON FEMA MAPPING. THE ONE HUNDRED YEAR FLOOD PLAIN IS SHOWN HEREIN BASED ON FEMA MAPPING. 20. UPON COMPLETION OF SANITARY SEWER IMPROVEMENTS DEVELOPER SHALL BE REQUIRED TO SUBMIT AS-BUILT RECORD DRAWINGS WHICH SHALL INCLUDE STATION UPON COMPLETION OF SANITARY SEWER IMPROVEMENTS DEVELOPER SHALL BE REQUIRED TO SUBMIT AS-BUILT RECORD DRAWINGS WHICH SHALL INCLUDE STATION LOCATION, DEPTH AND LENGTH OF EACH LATERAL. AS-BUILT PLANS MUST BE SUBMITTED FOR ALL PROPOSED PUBLIC IMPROVEMENTS. AS-BUILT DRAWINGS TO INCLUDE AS-BUILT PLANS MUST BE SUBMITTED FOR ALL PROPOSED PUBLIC IMPROVEMENTS. AS-BUILT DRAWINGS TO INCLUDE AS-BUILT DRAWINGS TO INCLUDE TWO PAPER COPIES, ONE MYLAR COPY AND AN ELECTRONIC COPY IN AUTOCAD FORMAT UTILIZING THE NAD83 PA STATE PLANE SOUTH HORIZONTAL DATUM AND NAVD88 VERTICAL DATUM COORDINATE SYSTEM. 21. PAVEMENT MARKINGS PER PENNDOT PUBLICATION 408, CURRENT EDITION. PAVEMENT MARKINGS PER PENNDOT PUBLICATION 408, CURRENT EDITION. 22. UNLESS OTHERWISE NOTED OR DEPICTED ON PLANS, ALL CORNERS SHALL BE SET WITH MONUMENTS AND MARKERS PER §220-24[SALDO]. UNLESS OTHERWISE NOTED OR DEPICTED ON PLANS, ALL CORNERS SHALL BE SET WITH MONUMENTS AND MARKERS PER §220-24[SALDO]. §220-24[SALDO]. 220-24[SALDO]. 23. WATER TABLE DEPTH FOR ALL SOILS ON SITE IS GREATER THAN 6 FEET EXCEPT FOR PENLAW SILT LOAM AT 0-1 FEET AS PER CUMBERLAND COUNTY SOIL SURVEY. WATER TABLE DEPTH FOR ALL SOILS ON SITE IS GREATER THAN 6 FEET EXCEPT FOR PENLAW SILT LOAM AT 0-1 FEET AS PER CUMBERLAND COUNTY SOIL SURVEY. 24. NO STRUCTURES SHALL BE BUILT WITHIN THE 100-YEAR FLOOD PLAIN AS PER ARTICLE 10 OF THE UPPER ALLEN TOWNSHIP ZONING ORDINANCE. NO STRUCTURES SHALL BE BUILT WITHIN THE 100-YEAR FLOOD PLAIN AS PER ARTICLE 10 OF THE UPPER ALLEN TOWNSHIP ZONING ORDINANCE. 25. THE SIX-FOOT CHAIN LINK FENCE ENCROACHING ON THE EASTERN PROPERTY BOUNDARY WILL BE RELOCATED TO THE PROPERTY LINE. THE SIX-FOOT CHAIN LINK FENCE ENCROACHING ON THE EASTERN PROPERTY BOUNDARY WILL BE RELOCATED TO THE PROPERTY LINE. 26. THE DEVELOPER WILL BE RESPONSIBLE FOR INSTALLATION OF STREET LIGHTS, AND THE HOMEOWNER ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE AND THE DEVELOPER WILL BE RESPONSIBLE FOR INSTALLATION OF STREET LIGHTS, AND THE HOMEOWNER ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF THE STREET LIGHTS. 27. LOT 29A IS A NON-BUILDABLE LOT BEYOND THE SEWER PUMP STATION, WITH THAT AREA BEING RESERVED FOR STORMWATER PURPOSES. LOT 14A IS ALSO A LOT 29A IS A NON-BUILDABLE LOT BEYOND THE SEWER PUMP STATION, WITH THAT AREA BEING RESERVED FOR STORMWATER PURPOSES. LOT 14A IS ALSO A NON-BUILDABLE LOT FOR STORMWATER PURPOSES. AN AGREEMENT IS BEING NEGOTIATED BETWEEN THE DEVELOPER AND THE TOWNSHIP FOR MAINTENANCE OF THE PUMP STATION. THE FINAL PLAN WILL CONTAIN THIS NOTE REVISED TO INDICATE THE AGREEMENT. PRIOR TO DEDICATION OF THE PUMPING STATION, DEVELOPER SHALL PRIOR TO DEDICATION OF THE PUMPING STATION, DEVELOPER SHALL GRANT TO THE TOWNSHIP A PERMANENT EASEMENT OVER LOT 29A FOR PURPOSES OF MAINTAINING, REPAIRING AND REPLACING THE PUMPING STATION, TOGETHER WITH A RIGHT OF ACCESS OVER THE PROPERTY TO ACCESS THE PUMPING STATION IMPROVEMENTS. THE EASEMENT SHALL BE IN A FORM THAT IS SATISFACTORY TO THE TOWNSHIP AND DEVELOPER

AutoCAD SHX Text1190 DILLERVILLE ROAD

AutoCAD SHX TextPHONE: (717) 560-1400

AutoCAD SHX TextLANCASTER, PA 17601

AutoCAD SHX TextWITNESS MY HAND AND NOTARIAL SEAL THE DAY AND THE DATE ABOVE WRITTEN

AutoCAD SHX TextWHO BEING DULY SWORN ACCORDING TO LAW, DEPOSE AND SAY THAT CHARTER HOMES AT WEST WINDING, INC., IS THE EQUITABLE OWNER OF WEST WINDING SHOWN ON THIS PLAN AND ACKNOWLEDGES THE SAME TO BE IT'S ACT AND DEED AND DESIRE THE SAME TO BE RECORDED AS SUCH ACCORDING TO LAW.

AutoCAD SHX TextDAY OF

AutoCAD SHX Text2020

AutoCAD SHX TextMY COMMISSION EXPIRES

AutoCAD SHX TextCOUNTY OF

AutoCAD SHX TextON THIS THE

AutoCAD SHX TextNOTARY PUBLIC

AutoCAD SHX TextCOMMONWEALTH OF PENNSYLVANIA

AutoCAD SHX TextANTHONY FARANDA DIEDRICH DATE

AutoCAD SHX TextBY:

AutoCAD SHX TextBEFORE ME THE UNDERSIGNED PERSONALLY APPEARED CHARTER HOMES AT WEST WINDING, INC.

AutoCAD SHX TextNO. OF LOTS :

AutoCAD SHX TextD.B. 12H P.G. 438

AutoCAD SHX TextD.B. 30A P.G. 409

AutoCAD SHX TextREVISED :

AutoCAD SHX TextNOVEMBER 30, 2019

AutoCAD SHX TextRESIDUAL AREA (EX. CEMETERY) :


AutoCAD SHX Text75'

AutoCAD SHX TextMINIMUM STREET FRONTAGE:

AutoCAD SHX TextSTORM WATER MANAGEMENT AREA :


AutoCAD SHX TextADDITIONAL OPEN SPACE AREA :


AutoCAD SHX TextBUILDING LOT AREA :


AutoCAD SHX Text174: 169 RESIDENTIAL, 2 SWM, 2 REQ'D O-S, 1 RESIDUAL

AutoCAD SHX TextDATE SUBMITTED :

AutoCAD SHX TextAGENCY :

AutoCAD SHX Text3.

AutoCAD SHX Text1.

AutoCAD SHX TextINVENTORY OF PERMITS / APPROVALS :

AutoCAD SHX TextCUMBERLAND COUNTY CONSERVATION DISTRICT

AutoCAD SHX TextPA DEPARTMENT OF ENVIRONMENTAL PROTECTION

AutoCAD SHX TextPERMIT NO:

AutoCAD SHX TextAPPROVAL DATE:

AutoCAD SHX TextSEWAGE PLANNING MODULE

AutoCAD SHX TextNPDES FOR SITE

AutoCAD SHX TextPERMIT:

AutoCAD SHX TextPA DEPARTMENT OF ENVIRONMENTAL PROTECTION

AutoCAD SHX TextWATER OBSTRUCTION & ENCROACHMENT PERMIT

AutoCAD SHX Text4.

AutoCAD SHX TextPA DEPARTMENT OF TRANSPORTATION

AutoCAD SHX TextHIGHWAY OCCUPANCY PERMIT

AutoCAD SHX Text2.

AutoCAD SHX TextJANUARY 31, 2020

AutoCAD SHX Text1 OF 32

AutoCAD SHX TextCOVER SHEET

AutoCAD SHX TextEXISTING FEATURES PLAN

AutoCAD SHX TextSUBDIVISION PLAN

AutoCAD SHX Text2-7 OF 32




AutoCAD SHX TextGRADING / UTILITY PLAN


AutoCAD SHX TextPROFILES

AutoCAD SHX TextDETAILS


AutoCAD SHX TextLANDSCAPE AND LIGHTING PLAN


AutoCAD SHX TextPHASING PLAN


AutoCAD SHX TextSWM PLAN

AutoCAD SHX TextAPRIL 15, 2020

AutoCAD SHX TextTHE STORMWATER FACILITIES AND BMPS ARE PERMANENT FIXTURES THAT CAN BE ALTERED OR REMOVED ONLY AFTER APPROVAL BY THE MUNICIPALITY OF A REVISED PLAN.

AutoCAD SHX TextTHE STORMWATER MANAGEMENT SYSTEM WILL BE MAINTAINED BY THE WEST WINDING HOMEOWNERS ASSOCIATION AS PER UPPER ALLEN TOWNSHIP REQUIREMENTS.

AutoCAD SHX TextBY:

AutoCAD SHX TextANTHONY FARANDA DIEDRICH DATE CHARTER HOMES AT WEST WINDING

AutoCAD SHX Text2020.

AutoCAD SHX TextDAY OF,

AutoCAD SHX TextDEPARTMENT THIS

AutoCAD SHX TextTHIS PLAN REVIEWED BY THE CUMBERLAND COUNTY PLANNING

AutoCAD SHX TextI HEREBY CERTIFY THIS PLAN TO BE CORRECT AS SHOWN.

AutoCAD SHX TextDIRECTOR OF PLANNING

AutoCAD SHX TextPRESIDENT

AutoCAD SHX TextSECRETARY



AutoCAD SHX TextTHIS

AutoCAD SHX TextTHE CONDITIONS OF APPROVAL WERE SATISFIED

AutoCAD SHX TextTHIS PLAN CONDITIONALLY APPROVED BY THE BOARD OF COMMISSIONERS OF UPPER ALLEN TOWNSHIP




AutoCAD SHX TextTHIS PLAN RECOMMENDED FOR APPROVAL BY THE PLANNING COMMISSION OF UPPER ALLEN TOWNSHIP




AutoCAD SHX TextTHIS PLAN REVIEWED BY THE TOWNSHIP ENGINEER OF UPPER ALLEN TOWNSHIP

AutoCAD SHX Text20 .



AutoCAD SHX TextCHAIR

AutoCAD SHX TextSECRETARY

AutoCAD SHX TextENGINEER

AutoCAD SHX TextEXIST ROW OPPOSITE DEVELOPMENT :


AutoCAD SHX TextIT IS HEREBY CERTIFIED THAT THE UNDERSIGNED CHARTER HOMES AT WEST WINDING, INC., IS THE EQUITABLE OWNER OF WEST WINDING SHOWN ON THIS PLAN AND THAT ALL STREETS OR PARTS THEREOF, IF NOT PREVIOUSLY DEDICATED, ARE HEREBY TENDERED FOR DEDICATION TO PUBLIC USE.

AutoCAD SHX TextBY:


AutoCAD SHX TextBY:


AutoCAD SHX Text30%%% LANDSCAPING/VEGETATIVE

AutoCAD SHX TextMAY 27, 2020

AutoCAD SHX TextJUNE 26, 2020

AutoCAD SHX TextWITNESS MY HAND AND NOTARIAL SEAL THE DAY AND THE DATE ABOVE WRITTEN

AutoCAD SHX TextWHO BEING DULY SWORN ACCORDING TO LAW, DEPOSE AND SAY THAT ROMAN CATHOLIC DIOCESE IS THE EQUITABLE OWNER OF THE RESIDUAL LOT SHOWN ON THIS PLAN AND ACKNOWLEDGES THE SAME TO BE IT'S ACT AND DEED AND DESIRE THE SAME TO BE RECORDED AS SUCH ACCORDING TO LAW.

AutoCAD SHX TextDAY OF


AutoCAD SHX TextMY COMMISSION EXPIRES

AutoCAD SHX TextCOUNTY OF

AutoCAD SHX TextON THIS THE

AutoCAD SHX TextNOTARY PUBLIC

AutoCAD SHX TextCOMMONWEALTH OF PENNSYLVANIA

AutoCAD SHX Text DATE

AutoCAD SHX TextBY:

AutoCAD SHX TextBEFORE ME THE UNDERSIGNED PERSONALLY APPEARED ROMAN CATHOLIC DIOCESE OF HARRISBURG

MAllenPE

MAllenSU

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AutoCAD SHX TextHaB

AutoCAD SHX TextHcB

AutoCAD SHX TextHcC

AutoCAD SHX TextHaB

AutoCAD SHX TextPe

AutoCAD SHX TextFrank M. Magel Trust PIN: 42-26-0241-025 Deed Bk. 257, Pg. 358

AutoCAD SHX TextCreedin S. & Jo Ann Paulus PIN 42-10-0646-020A Deed Bk. 31-A, Pg. 314

AutoCAD SHX TextEric V. Bricker PIN: 42-10-0646-020 Instrument No. 201133541

AutoCAD SHX TextLinda J. Kauffman PIN: 42-10-0646-021 Deed Bk. 276, Pg. 3044

AutoCAD SHX TextLinden R., IV & Patricia A. Gates PIN: 42-10-0646-022 Deed Bk. 276, Pg. 3047

AutoCAD SHX TextIsaac L. Mishkin PIN: 42-10-0646-018A Deed Bk. 30-U, Pg. 9 Plan Bk. 27, Pg. 146

AutoCAD SHX TextMechanicsburg Area School District PIN: 42-26-0241-017A Deed Bk. 247, Pg. 2673 Plan Bk. 60, Pg. 38

AutoCAD SHX TextPennsylvania Bar Institute PIN: 42-26-0241-017B Deed Bk. 30-K, Pg. 709 Plan Bk. 43, Pg. 89

AutoCAD SHX TextJohn J. Sledzinski, Jr. PIN: 42-26-0241-046A Deed Bk. 171, Pg. 569 Plan Bk. 48, Pg. 48

AutoCAD SHX TextGTP Towers IV PIN: 42-26-0241-046A Instrument No. 201506211

AutoCAD SHX TextJohn J. Sledinski, Jr. PIN: 42-26-0241-046 Deed Bk. 171, Pg. 566 Plan Bk. 48, Pg. 48


AutoCAD SHX TextHoly Spirit Corp. PIN: 42-26-0241-050 Deed Bk. 280, Pg. 4085 Plan Bk. 62, Pg. 61

AutoCAD SHX TextMichael J. & B. Monica Malpezzi PIN: 42-26-0241-049 Deed Bk. 189, Pg. 141 Plan Bk. 57, Pg. 129

AutoCAD SHX TextNorthern Properties I, LP PIN: 42-26-0241-052 Deed Bk. 272, Pg. 3748 Plan Bk. 57, Pg. 129

AutoCAD SHX TextDefense Activities Federal Credit Union PIN: 42-26-0241-051 Deed Bk. 35-D, Pg. 527 Plan Bk. 4, Pg. 62

AutoCAD SHX TextStephen M. & Brenda Tagg PIN: 42-26-0241-048 Instrument No. 201625372 Plan Bk. 28, Pg. 44

AutoCAD SHX TextCarol A. Fahnestock PIN: 42-26-0241-002 Deed Bk. 272, Pg. 3952 Plan: Graham Acres

AutoCAD SHX TextPamela L. Kelley PIN: 42-26-0241-028 Instrument No. 201423581

AutoCAD SHX TextMichael L. Behney PIN: 42-26-0241-027 Instrument No. 201608725

AutoCAD SHX TextBarry A. Cupp PIN: 42-26-0241-026 Deed Bk. 260, Pg. 2108

AutoCAD SHX TextFrank A. Magel Trust PIN: 42-10-0646-038 Deed Bk. 257, Pg. 352

AutoCAD SHX TextMary L. & William E. Brillhart PIN: 42-10-0646-037 Instrument No. 201631126

AutoCAD SHX TextDemetrios & Phyllis G. Karagiannis PIN: 42-10-0646-054 Deed Bk. 31-I, Pg. 1081 Plan Bk. 74, Pg. 127

AutoCAD SHX TextCommonwealth of Pennsylvania Deed Bk. 111, Pg. 907 See Detail A

AutoCAD SHX TextThe Most Reverend Joseph T. Daley, Bishop, In Trust, For the Roman Catholic Diocese of Harrisburg PIN 42-10-0646-018 Deed Book A-30, Page 409 Plan Book 27 Page 146. Lot No. 3

AutoCAD SHX TextS12°24'45"E

AutoCAD SHX Text1972.12'

AutoCAD SHX TextN70°24'19"E


AutoCAD SHX TextN28°19'07"W






AutoCAD SHX TextS83°47'57"W














AutoCAD SHX TextC-1 NEIGHBORHOOD COMMERCIAL

AutoCAD SHX TextA AGRICULTURAL





AutoCAD SHX TextC-2 HIGHWAY COMMERCIAL

AutoCAD SHX TextR-2 MEDIUM DENSITY RESIDENTIAL




AutoCAD SHX Text1 Story Brick Building

AutoCAD SHX Text459.73






































AutoCAD SHX TextOBSCURED AREA






AutoCAD SHX TextField Line



AutoCAD SHX TextStone Parking Area

AutoCAD SHX TextEdge of Stone

AutoCAD SHX TextStone Driveway

AutoCAD SHX TextDirt Field Access Lane




AutoCAD SHX TextStone Pile

AutoCAD SHX TextStone Parking Area (Encroahment)

AutoCAD SHX TextWEST WINDING HILL ROAD (SR 2010)

AutoCAD SHX TextPENNSYLVANIA TURNPIKE (I-76)

AutoCAD SHX TextSOUTH MARKET STREET (SR 0114)

AutoCAD SHX TextSOUTH YORK STREET (SR 2013)

AutoCAD SHX TextPaved Parking Area

AutoCAD SHX TextPaved Driveway

AutoCAD SHX TextEnd of Stream

AutoCAD SHX TextDrainage Swale

AutoCAD SHX TextCultivated Field










AutoCAD SHX TextTrees

AutoCAD SHX TextTree Line






AutoCAD SHX TextMinimum Building Setback Line






AutoCAD SHX Text15'

AutoCAD SHX Text30'

AutoCAD SHX Text15'

AutoCAD SHX Text15'

AutoCAD SHX Text30'

AutoCAD SHX Text15'

AutoCAD SHX TextSand Pile

AutoCAD SHX TextCell Tower Height of Tower 140'

AutoCAD SHX Text447

AutoCAD SHX Text448

AutoCAD SHX Text449

AutoCAD SHX Text450

AutoCAD SHX Text446

AutoCAD SHX Text451

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text451

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text456

AutoCAD SHX Text457

AutoCAD SHX Text458

AutoCAD SHX Text459

AutoCAD SHX Text460

AutoCAD SHX Text461

AutoCAD SHX Text450

AutoCAD SHX Text451

AutoCAD SHX Text448

AutoCAD SHX Text449

AutoCAD SHX Text450

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text456

AutoCAD SHX Text457

AutoCAD SHX Text458

AutoCAD SHX Text459

AutoCAD SHX Text460

AutoCAD SHX Text451

AutoCAD SHX Text461

AutoCAD SHX Text462

AutoCAD SHX Text463

AutoCAD SHX Text464

AutoCAD SHX Text465

AutoCAD SHX Text466

AutoCAD SHX Text467

AutoCAD SHX Text468

AutoCAD SHX Text469

AutoCAD SHX Text461

AutoCAD SHX Text460

AutoCAD SHX Text460

AutoCAD SHX Text459

AutoCAD SHX Text458

AutoCAD SHX Text468

AutoCAD SHX Text467

AutoCAD SHX Text466

AutoCAD SHX Text465

AutoCAD SHX Text464

AutoCAD SHX Text463

AutoCAD SHX Text462

AutoCAD SHX Text468

AutoCAD SHX Text469

AutoCAD SHX Text470

AutoCAD SHX Text471

AutoCAD SHX Text472

AutoCAD SHX Text473

AutoCAD SHX Text474

AutoCAD SHX Text475

AutoCAD SHX Text476

AutoCAD SHX Text477

AutoCAD SHX Text478

AutoCAD SHX Text502

AutoCAD SHX Text500

AutoCAD SHX Text498

AutoCAD SHX Text497

AutoCAD SHX Text496

AutoCAD SHX Text495

AutoCAD SHX Text494

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text488

AutoCAD SHX Text487

AutoCAD SHX Text486

AutoCAD SHX Text485

AutoCAD SHX Text484

AutoCAD SHX Text483

AutoCAD SHX Text482

AutoCAD SHX Text481

AutoCAD SHX Text480

AutoCAD SHX Text479

AutoCAD SHX Text478

AutoCAD SHX Text477

AutoCAD SHX Text476

AutoCAD SHX Text474

AutoCAD SHX Text475

AutoCAD SHX Text473

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text485

AutoCAD SHX Text480

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text488

AutoCAD SHX Text486

AutoCAD SHX Text485

AutoCAD SHX Text484

AutoCAD SHX Text483

AutoCAD SHX Text482

AutoCAD SHX Text481

AutoCAD SHX Text480

AutoCAD SHX Text479

AutoCAD SHX Text478

AutoCAD SHX Text477

AutoCAD SHX Text476

AutoCAD SHX Text475

AutoCAD SHX Text474

AutoCAD SHX Text473

AutoCAD SHX Text472

AutoCAD SHX Text471

AutoCAD SHX Text470

AutoCAD SHX Text469

AutoCAD SHX Text487

AutoCAD SHX TextAREA: 91.78 Acres Gross 91.78 Acres Gross 91.07 Acres Net

AutoCAD SHX TextHuA

AutoCAD SHX Text474

AutoCAD SHX Text472

AutoCAD SHX Text473

AutoCAD SHX Text3-8%%% SLOPES

AutoCAD SHX TextHaB

AutoCAD SHX TextHAGERSTOWN SILT LOAM,


AutoCAD SHX TextPENLAW SILT LOAM,

AutoCAD SHX TextHUNTINGTON SILT LOAM,

AutoCAD SHX TextVERY SHALY SILT LOAM,

AutoCAD SHX TextWEIKERT AND KLINESVILLE

AutoCAD SHX TextHAGERSTOWN SILT LOAM, ROCKY,

AutoCAD SHX TextHAGERSTOWN SILT LOAM, ROCKY,

AutoCAD SHX TextHaC

AutoCAD SHX TextPe

AutoCAD SHX TextHuA

AutoCAD SHX TextWkF

AutoCAD SHX TextHcC

AutoCAD SHX TextHcB

AutoCAD SHX TextSOILS BOUNDARY



AutoCAD SHX Text25-75% SLOPES



AutoCAD SHX Text100 YR. FLOOD BOUNDARY

AutoCAD SHX TextPROPERTY LINE (ADJOINERS)

AutoCAD SHX TextBEDINGTON SHALY SILT LOAM,

AutoCAD SHX TextEDOM SILT CLAY LOAM,

AutoCAD SHX TextDUFFIELD SILT LOAM,


AutoCAD SHX TextEXISTING STRUCTURE (TYP.)

AutoCAD SHX TextEXISTING TREE OR SHRUB

AutoCAD SHX TextEXISTING TREE MASS

AutoCAD SHX TextEXISTING FENCE

AutoCAD SHX TextORCHARD PLANTING

AutoCAD SHX Text (APPLE TREE)

AutoCAD SHX TextEXISTING CONTOUR

AutoCAD SHX TextSPOT ELEVATION

AutoCAD SHX TextDELINEATED WETLANDS



AutoCAD SHX TextBRINKERTON SILT LOAM,



AutoCAD SHX TextPROPERTY LINE (DEVELOPMENT)

AutoCAD SHX TextSOILS INFORMATION

AutoCAD SHX TextBdC

AutoCAD SHX TextBdD

AutoCAD SHX TextEdB

AutoCAD SHX TextDuA

AutoCAD SHX TextDuB

AutoCAD SHX TextBrA

AutoCAD SHX TextHaA

AutoCAD SHX TextDuC

AutoCAD SHX TextBdB

AutoCAD SHX Text175

AutoCAD SHX TextS or SAN

AutoCAD SHX Text175

AutoCAD SHX Textx










AutoCAD SHX TextEXISTING EDGE OF PAVEMENT

AutoCAD SHX TextEXISTING DIRT ROAD

AutoCAD SHX TextEXISTING STREAM

AutoCAD SHX TextLEGEND

AutoCAD SHX TextGRAPHIC SCALE

AutoCAD SHX Text1" = 150'

AutoCAD SHX Text15

AutoCAD SHX Text0

AutoCAD SHX Text150

AutoCAD SHX Text300

AutoCAD SHX Text1"=150'

AutoCAD SHX TextOVERALL EXISTING FEATURES PLAN

AutoCAD SHX Text2

AutoCAD SHX TextSCALE :

AutoCAD SHX TextSURVEY BOOK :

AutoCAD SHX TextFILE

AutoCAD SHX TextSHEET

AutoCAD SHX TextDWG

AutoCAD SHX Text:

AutoCAD SHX TextPROJECT NO.


AutoCAD SHX TextSEAL



AutoCAD SHX Text09-30-2019

AutoCAD SHX TextDRAWN :

AutoCAD SHX TextCHECKED :


AutoCAD SHX TextALPHA

AutoCAD SHX TextMEA

AutoCAD SHX TextDESIGN :




AutoCAD SHX TextH:\Surveyor\Year\Project.txt


AutoCAD SHX Textof

AutoCAD SHX Text32





AutoCAD SHX TextPHONE: 717) 770 - 2500



AutoCAD SHX TextREV :

AutoCAD SHX TextY:\05\319571.aph\319571\dwg\ 02 EF.dwg

AutoCAD SHX TextEXISTING SANITARY SEWER LINE/MANHOLE

AutoCAD SHX TextEXISTING OVERHEAD UTILITIES

AutoCAD SHX TextEXISTING GAS LINE

AutoCAD SHX TextEXISTING MONUMENTS

AutoCAD SHX TextEXISTING UTILITY POLE WITH GUY ANCHOR

AutoCAD SHX TextEXISTING ROAD SIGN

AutoCAD SHX TextEXISTING UTILITY EASEMENT

AutoCAD SHX TextE,T,CATV

AutoCAD SHX TextG

AutoCAD SHX TextS

AutoCAD SHX TextEXISTING WATER LINE/VALVE/HYDRANT

AutoCAD SHX TextEXISTING STORM SEWER/INLET

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextH

AutoCAD SHX TextY

AutoCAD SHX TextD


AutoCAD SHX TextSLOPES GREATER THAN 15%%%

AutoCAD SHX TextEXISTING FEATURES SHEET KEY MAP

AutoCAD SHX TextSCALE: 1"=500'

AutoCAD SHX Text3

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text7

AutoCAD SHX TextLOCATION MAP


AutoCAD SHX TextTHERE ARE NO MAPPED 0.2% OR 1% ANNUAL CHANCE FLOOD HAZARD AREAS BY FEMA WITHIN THE DEVELOPMENT SITE. REFERENCE FEMA FIRM PLNELS 42041C0259E AND 42041C0278E EFFECTIVE 3/16/2009

AutoCAD SHX TextDuB

AutoCAD SHX TextDuA

AutoCAD SHX TextPe

AutoCAD SHX TextDuA




AutoCAD SHX Text1/2" Rebar (Fnd.)












AutoCAD SHX Text1 Story Brick Building

AutoCAD SHX TextMausoleum












AutoCAD SHX TextStatue

AutoCAD SHX TextBench




AutoCAD SHX TextBenches

AutoCAD SHX TextCemetery




AutoCAD SHX TextStone Parking Area

AutoCAD SHX TextEdge of Stone

AutoCAD SHX TextStone Driveway




AutoCAD SHX TextPaved Parking Area

AutoCAD SHX TextPaved Driveway

AutoCAD SHX TextPaved Access Road

AutoCAD SHX TextDriveway


AutoCAD SHX TextLegal Right of Way Line


AutoCAD SHX Text40'

AutoCAD SHX Text20'

AutoCAD SHX TextEnd of Stream

AutoCAD SHX TextDrainage Swale






AutoCAD SHX TextTrees




AutoCAD SHX TextHedge Row











AutoCAD SHX TextInv.=459.32

AutoCAD SHX TextInlet Type M T.G.=454.89 Inv.(S)=451.34 Inv.(NE)=451.28


AutoCAD SHX TextInlet Type M T.G.=459.54 Inv.(S)=455.71 Inv. (SW)=455.81 Inv.(N)=455.68

AutoCAD SHX TextInlet Type M T.G.=460.64 Inv.(NE)=457.13

AutoCAD SHX TextInlet Type M T.G.=463.01 Inv.(N)=459.99

AutoCAD SHX Text15" CMP





AutoCAD SHX TextE

AutoCAD SHX TextE

AutoCAD SHX TextEM

AutoCAD SHX TextEM

AutoCAD SHX TextUtility Pole PPL 20906 S31383 7 H3023 22-24

AutoCAD SHX TextUtility Pole PPL 20896 S31401 8

AutoCAD SHX TextUtility Pole PPL 21086 S31419 12K 9


AutoCAD SHX TextUtility Pole PPL 20866 S31454 H3023 12-13

AutoCAD SHX TextSolar Panel on Conc Pad

AutoCAD SHX Text2' x 3' Elec Box

AutoCAD SHX TextUtility Pole BT 23

AutoCAD SHX TextGuy

AutoCAD SHX TextW

AutoCAD SHX TextStone Wall


AutoCAD SHX TextF-16

AutoCAD SHX TextF-3

AutoCAD SHX TextF-4



AutoCAD SHX TextF-5

AutoCAD SHX TextF-6



AutoCAD SHX TextF-7


AutoCAD SHX TextF-8

AutoCAD SHX TextF-9




AutoCAD SHX Text15'

AutoCAD SHX Text30'

AutoCAD SHX Text451

AutoCAD SHX Text452

AutoCAD SHX Text450

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text456

AutoCAD SHX Text457

AutoCAD SHX Text458

AutoCAD SHX Text459

AutoCAD SHX Text460

AutoCAD SHX Text451

AutoCAD SHX Text461

AutoCAD SHX Text462

AutoCAD SHX Text463

AutoCAD SHX Text464

AutoCAD SHX Text465

AutoCAD SHX Text466

AutoCAD SHX Text467

AutoCAD SHX Text468

AutoCAD SHX TextHuA



AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text50

AutoCAD SHX Text100



AutoCAD SHX Text3





AutoCAD SHX TextDWG

AutoCAD SHX Text:











AutoCAD SHX TextMEA







AutoCAD SHX Textof

AutoCAD SHX Text32










AutoCAD SHX TextSEE PLAN SHEET 2 FOR LEGEND

AutoCAD SHX TextMATCH TO SHEET 6




AutoCAD SHX TextSINKHOLE AS NOTED IN WETLAND INVESTIGATION REPORT

AutoCAD SHX TextEdB

AutoCAD SHX TextHuA

AutoCAD SHX TextDuB






AutoCAD SHX TextRebar (Fnd.)


AutoCAD SHX Text5/8" Rebar (Fnd.) 12" Tall














AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM

AutoCAD SHX TextGLM




















AutoCAD SHX TextSunoco Pipeline, LP 50' Wide Permanent Easement Instrument No. 201604456

AutoCAD SHX Text50'

AutoCAD SHX Text4' Wire Right of Way Fence

AutoCAD SHX Text6' Chain Link Fence (Encroachment)

AutoCAD SHX Text6" Chain Link Fence

AutoCAD SHX TextWhite Line

AutoCAD SHX TextBroken White Line

AutoCAD SHX TextYellow Line





AutoCAD SHX TextDouble Yellow Line




AutoCAD SHX TextStone Pile


AutoCAD SHX TextEdge of Pavement


AutoCAD SHX TextBridge



AutoCAD SHX TextLegal Right of Way


AutoCAD SHX Text200'




AutoCAD SHX Text80'

AutoCAD SHX Text40'


AutoCAD SHX TextGrass

AutoCAD SHX TextGrass







AutoCAD SHX TextInlet





















AutoCAD SHX TextInlet T.G.=445.06 Inv.=436.14

AutoCAD SHX TextCulvert Inv.=436.80

AutoCAD SHX TextCulvert Top=444.95

AutoCAD SHX TextAC

AutoCAD SHX TextAC

AutoCAD SHX TextAC

AutoCAD SHX TextAC

AutoCAD SHX TextExisting Gas Pipeline (Approx. Loc)

AutoCAD SHX TextExisting Gas Pipeline (Approx. Loc)

AutoCAD SHX TextConcrete Barrier Wall



AutoCAD SHX Text15'

AutoCAD SHX Text15'

AutoCAD SHX TextSand Pile

AutoCAD SHX TextCell Tower Height of Tower 140'

AutoCAD SHX Text447

AutoCAD SHX Text448

AutoCAD SHX Text449

AutoCAD SHX Text450

AutoCAD SHX Text446

AutoCAD SHX Text451

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text451

AutoCAD SHX Text452

AutoCAD SHX Text453

AutoCAD SHX Text454

AutoCAD SHX Text455

AutoCAD SHX Text456

AutoCAD SHX Text457

AutoCAD SHX Text458

AutoCAD SHX Text459

AutoCAD SHX Text460

AutoCAD SHX Text461

AutoCAD SHX Text450

AutoCAD SHX Text451

AutoCAD SHX Text448

AutoCAD SHX Text449

AutoCAD SHX Text461

AutoCAD SHX Text460

AutoCAD SHX Text460

AutoCAD SHX Text459

AutoCAD SHX Text458

AutoCAD SHX Text465

AutoCAD SHX Text464

AutoCAD SHX Text463

AutoCAD SHX Text462



AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text50

AutoCAD SHX Text100



AutoCAD SHX Text4





AutoCAD SHX TextDWG

AutoCAD SHX Text:











AutoCAD SHX TextMEA







AutoCAD SHX Textof

AutoCAD SHX Text32













AutoCAD SHX TextEdB

AutoCAD SHX TextEdB

AutoCAD SHX TextBdB

AutoCAD SHX TextDuA

AutoCAD SHX TextHuA

AutoCAD SHX TextDuB








AutoCAD SHX Text1/2" Rebar (Fnd.) Leaning



















AutoCAD SHX Text20'

AutoCAD SHX Text20' Wide Sanitary Sewer Easement Deed Bk. 515, Pg. 11








AutoCAD SHX TextCurb Line










AutoCAD SHX TextWooded




AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextFES Inv.=466.70

AutoCAD SHX TextDrainage Manhole Rim= 471.19



AutoCAD SHX TextUtility Pole PPL 21111 S31408 A-511 7 With Underground Utilities

AutoCAD SHX TextUtility Pole ATTCH 21124 S31344 BT2 1-2


AutoCAD SHX TextUtility Pole PPL 21118 S31382 A-511 5

AutoCAD SHX TextUtility Pole PPL 21114 S31395 H3023 51-57 A511 6 with Underground Utilities

AutoCAD SHX TextGuy

AutoCAD SHX TextGuy

AutoCAD SHX TextGuy

AutoCAD SHX TextUtility Pole

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextSanitary Manhole LN05-30A Rim=493.77 Inv.(W)=481.72 Inv.(E)=481.32

AutoCAD SHX TextSanitary Manhole LN05-86 Rim=469.76 Inv.(NW)=461.70 Inv.(E)=461.50

AutoCAD SHX TextSanitary Manhole LN05-84 Rim=472.55 Inv.(SW)=460.35 Inv.(E)=460.25

AutoCAD SHX TextWM

AutoCAD SHX TextWM

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextB-4

AutoCAD SHX TextB-5

AutoCAD SHX TextB-6

AutoCAD SHX TextB-7

AutoCAD SHX TextB-8

AutoCAD SHX TextB-9

AutoCAD SHX TextB-10







AutoCAD SHX TextA-4

AutoCAD SHX TextA-5

AutoCAD SHX TextA-6

AutoCAD SHX TextA-7

AutoCAD SHX TextA-8

AutoCAD SHX TextA-9

AutoCAD SHX TextA-10








AutoCAD SHX TextB-3

AutoCAD SHX TextB-2

AutoCAD SHX TextB-1


AutoCAD SHX Text468

AutoCAD SHX Text467

AutoCAD SHX Text466

AutoCAD SHX Text465

AutoCAD SHX Text464

AutoCAD SHX Text463

AutoCAD SHX Text462

AutoCAD SHX Text468

AutoCAD SHX Text469

AutoCAD SHX Text470

AutoCAD SHX Text471

AutoCAD SHX Text472

AutoCAD SHX Text473

AutoCAD SHX Text474

AutoCAD SHX Text475

AutoCAD SHX Text476

AutoCAD SHX Text477

AutoCAD SHX Text478

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text485

AutoCAD SHX Text480

AutoCAD SHX Text488

AutoCAD SHX Text486

AutoCAD SHX Text485

AutoCAD SHX Text484

AutoCAD SHX Text483

AutoCAD SHX Text482

AutoCAD SHX Text481

AutoCAD SHX Text480

AutoCAD SHX Text479

AutoCAD SHX Text478

AutoCAD SHX Text477

AutoCAD SHX Text476

AutoCAD SHX Text475

AutoCAD SHX Text474

AutoCAD SHX Text473

AutoCAD SHX Text472

AutoCAD SHX Text471

AutoCAD SHX Text470

AutoCAD SHX Text469

AutoCAD SHX Text487


AutoCAD SHX Text474

AutoCAD SHX Text472

AutoCAD SHX Text473



AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text50

AutoCAD SHX Text100



AutoCAD SHX Text5





AutoCAD SHX TextDWG

AutoCAD SHX Text:











AutoCAD SHX TextMEA







AutoCAD SHX Textof

AutoCAD SHX Text32















AutoCAD SHX TextBdC

AutoCAD SHX TextBdC

AutoCAD SHX TextBdB

AutoCAD SHX TextBdB

AutoCAD SHX TextWkF

AutoCAD SHX TextBrA

AutoCAD SHX TextPe







AutoCAD SHX TextRebar (Set)



AutoCAD SHX Text6" Dia. Conc. Mon. (Fnd.) Leaning































AutoCAD SHX TextFence Line


AutoCAD SHX TextGate








AutoCAD SHX TextPool








AutoCAD SHX Text28'±








AutoCAD SHX Text33'


AutoCAD SHX TextSign Do Not Pass

AutoCAD SHX TextSign Stop Ahead















AutoCAD SHX TextRip-Rap



AutoCAD SHX TextEndwall Inv.=467.66

AutoCAD SHX TextEndwall Inv.=474.98

AutoCAD SHX TextInv.=473.53 (Silted)



AutoCAD SHX TextInlet Type M T.G.=468.44 Inv.(SE)=464.98 Inv.(SW)=465.03 Inv.(NW)=464.94

AutoCAD SHX TextInlet Type M T.G.=470.45 Inv.(NW)=467.74

AutoCAD SHX TextInlet Type M T.G.=469.14 Inv.(NE)=466.18

AutoCAD SHX TextInlet Type M T.G.=470.98 Inv.(S)=466.33 Inv.(N)=466.28

AutoCAD SHX TextInlet Type M T.G.=478.05 Inv.(NE)=474.30 (Silted)

AutoCAD SHX TextInlet Type M T.G.=513.61 Inv.(E)=511.44

AutoCAD SHX TextInlet Type M T.G.=513.35 Inv.(W)=511.29 Inv.(E)=511.10

AutoCAD SHX Text18" SLCPP








AutoCAD SHX TextUtility Pole ATTCH 21033 S31303 VZ6 A22

AutoCAD SHX TextUtility Pole BT 7 A-83

AutoCAD SHX TextUtility Pole BT5

AutoCAD SHX TextGuy

AutoCAD SHX TextUtility Pole PPL 20941 S31319



AutoCAD SHX TextUtility Pole PPL 2091_ S31___ 3 6

AutoCAD SHX TextGuy



AutoCAD SHX TextD-1

AutoCAD SHX TextC-1

AutoCAD SHX TextF-1


AutoCAD SHX TextF-2



AutoCAD SHX TextF-3

AutoCAD SHX TextF-4



AutoCAD SHX TextF-5

AutoCAD SHX TextD-2

AutoCAD SHX TextD-3

AutoCAD SHX TextD-4

AutoCAD SHX TextD-5

AutoCAD SHX TextD-20


AutoCAD SHX TextD-6

AutoCAD SHX TextD-7


AutoCAD SHX TextD-8



AutoCAD SHX TextD-9







AutoCAD SHX TextC-2

AutoCAD SHX TextC-3

AutoCAD SHX TextC-4

AutoCAD SHX TextC-5

AutoCAD SHX TextC-6

AutoCAD SHX TextC-7

AutoCAD SHX TextC-8




AutoCAD SHX Text15'

AutoCAD SHX Text30'

AutoCAD SHX Text15'

AutoCAD SHX Text467

AutoCAD SHX Text468

AutoCAD SHX Text469

AutoCAD SHX Text502

AutoCAD SHX Text500

AutoCAD SHX Text498

AutoCAD SHX Text497

AutoCAD SHX Text496

AutoCAD SHX Text495

AutoCAD SHX Text494

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text488

AutoCAD SHX Text487

AutoCAD SHX Text486

AutoCAD SHX Text485

AutoCAD SHX Text484

AutoCAD SHX Text483

AutoCAD SHX Text482

AutoCAD SHX Text481

AutoCAD SHX Text480

AutoCAD SHX Text479

AutoCAD SHX Text478

AutoCAD SHX Text477

AutoCAD SHX Text476

AutoCAD SHX Text474

AutoCAD SHX Text475

AutoCAD SHX Text473

AutoCAD SHX Text472

AutoCAD SHX Text473



AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text50

AutoCAD SHX Text100



AutoCAD SHX Text6





AutoCAD SHX TextDWG

AutoCAD SHX Text:











AutoCAD SHX TextMEA







AutoCAD SHX Textof

AutoCAD SHX Text32














AutoCAD SHX TextEdB

AutoCAD SHX TextEdB

AutoCAD SHX TextBdB

AutoCAD SHX TextBdD

AutoCAD SHX TextDuA

AutoCAD SHX TextBrA
























AutoCAD SHX Text20'

AutoCAD SHX Text20' Wide Sanitary Sewer Easement Deed Bk. 515, Pg. 11













































AutoCAD SHX TextSign Trespass Notice

AutoCAD SHX TextSign Adopt a Highway









AutoCAD SHX TextD


AutoCAD SHX TextFES Inv.=466.70

AutoCAD SHX TextInlet Type M T.G.=513.61 Inv.(E)=511.44






AutoCAD SHX TextInlet Type M T.G.=496.79 Inv.(W)=494.40 Inv.(S)=492.66 Inv.(N)=491.96


AutoCAD SHX TextInlet T.G.=487.43







AutoCAD SHX Text36"x 60" RCP



AutoCAD SHX TextUtility Pole PPL 21111 S31408 A-511 7 With Underground Utilities


AutoCAD SHX TextUtility Pole ATTCH 21089 S31329 BT4 H3023 1921

AutoCAD SHX TextUtility Pole ATTCH 21033 S31303 VZ6 A22




AutoCAD SHX TextGuy

AutoCAD SHX TextUtility Pole PPL 21118 S31382 A-511 5

AutoCAD SHX TextUtility Pole PPL 21114 S31395 H3023 51-57 A511 6 with Underground Utilities

AutoCAD SHX TextGuy

AutoCAD SHX TextGuy

AutoCAD SHX TextGuy

AutoCAD SHX TextUtility Pole

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextSanitary Manhole LN05-32 Rim=496.26 Inv.(E)=492.71

AutoCAD SHX TextSanitary Manhole LN05-30A Rim=493.77 Inv.(W)=481.72 Inv.(E)=481.32

AutoCAD SHX TextSanitary Manhole LN05-31 Rim=499.08 Inv.(W)=492.18 Inv.(SW)=492.28 Inv.(E)=492.00

AutoCAD SHX TextSanitary Manhole LN05-86 Rim=469.76 Inv.(NW)=461.70 Inv.(E)=461.50

AutoCAD SHX TextSanitary Manhole LN05-84 Rim=472.55 Inv.(SW)=460.35 Inv.(E)=460.25

AutoCAD SHX TextSanitary Manhole LN05-83 Rim=474.20

AutoCAD SHX TextSanitary Manhole LN05-28 Rim=488.72

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextExisting Water Line (Approx. Loc)

AutoCAD SHX TextB-4

AutoCAD SHX TextB-5

AutoCAD SHX TextB-6

AutoCAD SHX TextB-7

AutoCAD SHX TextB-8

AutoCAD SHX TextB-9











AutoCAD SHX TextA-1

AutoCAD SHX TextA-2

AutoCAD SHX TextA-3

AutoCAD SHX TextA-4

AutoCAD SHX TextA-5

AutoCAD SHX TextA-6

AutoCAD SHX TextA-7

AutoCAD SHX TextA-8

AutoCAD SHX TextA-9









AutoCAD SHX TextB-3

AutoCAD SHX TextB-2

AutoCAD SHX TextB-1


AutoCAD SHX Text469

AutoCAD SHX Text470

AutoCAD SHX Text471

AutoCAD SHX Text472

AutoCAD SHX Text473

AutoCAD SHX Text474

AutoCAD SHX Text475

AutoCAD SHX Text476

AutoCAD SHX Text477

AutoCAD SHX Text478

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text485

AutoCAD SHX Text480

AutoCAD SHX Text493

AutoCAD SHX Text492

AutoCAD SHX Text491

AutoCAD SHX Text490

AutoCAD SHX Text489

AutoCAD SHX Text488

AutoCAD SHX Text486

AutoCAD SHX Text485

AutoCAD SHX Text484

AutoCAD SHX Text483

AutoCAD SHX Text482

AutoCAD SHX Text481

AutoCAD SHX Text480

AutoCAD SHX Text479

AutoCAD SHX Text478

AutoCAD SHX Text477

AutoCAD SHX Text476

AutoCAD SHX Text475

AutoCAD SHX Text474

AutoCAD SHX Text473

AutoCAD SHX Text472

AutoCAD SHX Text471

AutoCAD SHX Text470

AutoCAD SHX Text469

AutoCAD SHX Text487




AutoCAD SHX Text10

AutoCAD SHX Text0

AutoCAD SHX Text50

AutoCAD SHX Text100



AutoCAD SHX Text7





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AutoCAD SHX TextRebar (Fnd.)

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