1-Garfield Avenue Sewer For Bid Dwgs.pdf

SITE

UNT 3320 TO SCHUYLKILL

RIVER (CWF-MF)

NORTH MANHEIM TOWNSHIP, SCHUYLKILL COUNTY

PENNSYLVANIA

N O R T H

NOTES:

1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE REQUIREMENTS OF

ACT 287 OF 1974 AS AMENDED.

2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS, FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING

INFORMATION.

3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER

"RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS AMENDED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF 1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS

DAYS IN ADVANCE OF EXCAVATION OR DEMOLITION WORK.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY THE REMOVAL, ABANDONMENT, RELOCATION, INSTALLATION OR CONNECTION TO ANY PUBLIC UTILITY (GAS, ELECTRIC, TELEPHONE, CABLE TV, FIBER OPTIC COMMUNICATIONS, ETC.)

6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY

AND/OR CONTRACTOR PRIOR TO ANY EXCAVATION OR DEMOLITION WORK.

7. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.

PENNSYLVANIA ONE CALL SYSTEM, INC.

925 IRWIN RUN ROAD

WEST MIFFLIN, PENNSYLVANIA

15122-1078

BEFORE YOU DIG ANYWHERE IN

PENNSYLVANIA CALL 1-800-242-1776

NON-MEMBERS MUST BE CONTACTED DIRECTLY

PA LAW REQUIRES THREE WORKING DAYS

NOTICE TO UTILITIES BEFORE YOU EXCAVATE,

DRILL, BLAST OR DEMOLISH

SERIAL NO. :

20221712006 (4/18/2022)

Know what s below' .

Call before you dig.811

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NO. DESCRIPTION

G001 TITLE SHEET

G002 GENERAL NOTES

G003 GENERAL NOTES

G004 INDEX PLAN

C101 PLAN & PROFILE

C102 PLAN & PROFILE

C103 PLAN & PROFILE

C104 PLAN & PROFILE

C105 PLAN & PROFILE

C106 METERING MANHOLE PLAN & DETAILS

C501 DETAILS

C502 DETAILS

C601 E&S CONTROL PLAN I

C602 E&S CONTROL PLAN II

C603 E&S CONTROL NOTES & DETAILS

C604 E&S CONTROL DETAILS

C901 POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN

C902 POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN

NORTH MANHEIM TOWNSHIP AUTHORITY

GARFIELD AVENUE SANITARY SEWER EXTENSION

ISSUED FOR BIDDING

AUGUST 2025

GRAPHIC SCALE

2000 0

1" = 2000'

1000 2000 4000

LOCATION MAP

BYREVISIONDATENO.

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2/13/2023

MAL

NONE

GTS MJP

NOTES

D-21-0140-0236-G002

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

0 4/21/25 ISSUED FOR BIDDING GTS

AutoCAD SHX Text GENERAL NOTES 1. TOPOGRAPHIC DATA BASED ON AERIAL PHOTOGRAPHIC MAPPING PROVIDED TOPOGRAPHIC DATA BASED ON AERIAL PHOTOGRAPHIC MAPPING PROVIDED BY NV5 GEOSPATIAL. COMPLETED IN APRIL 2022. GROUND CONTROL BY SYSTEMS DESIGN ENGINEERING, INC. 2. DATUM: NAVD88. HORIZONTAL REFERENCE NAD83 DATUM: NAVD88. HORIZONTAL REFERENCE NAD83 3. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. UTILITY INFORMATION FROM SURFACE EVIDENCE OBSERVED IN THE FIELD. ALL UTILITY LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4. THE LOCATION OF ALL FEATURES AND APPURTENANCES SHOWN HEREON THE LOCATION OF ALL FEATURES AND APPURTENANCES SHOWN HEREON ARE A GRAPHIC REPRESENTATION OF THE SITE. NO COORDINATE VALUES HAVE BEEN CREATED FOR THESE FEATURES. THE USER OF THESE PLANS ASSUMES ALL RESPONSIBILITY FOR THE PLACEMENT AND/OR CONSTRUCTION OF SAME. 5. THE EXISTING SPEED LIMIT ON S.R. 2006 (W. 2ND. MOUNTAIN ROAD) IS 40 THE EXISTING SPEED LIMIT ON S.R. 2006 (W. 2ND. MOUNTAIN ROAD) IS 40 MPH. THE RIGHT-OF-WAY IS FREE ACCESS. 6. THE CONTRACTOR MUST COMPLY WITH ALL U.S. DEPARTMENT OF LABOR, THE CONTRACTOR MUST COMPLY WITH ALL U.S. DEPARTMENT OF LABOR, OCCUPATIONAL, SAFETY, AND HEALTH ADMINISTRATION REGULATIONS AS REVISED 1995 (OSHA 2226). 7. ALL WORK TO BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT ALL WORK TO BE IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF HIGHWAY AND TRANSPORTATION STANDARD SPECIFICATIONS AND DETAILS WITH THE MOST CURRENT REVISIONS AND THE CONDITIONS SET FORTH IN THE HIGHWAY OCCUPANCY PERMIT. 8. NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE NO UNSUITABLE MATERIAL IS TO BE USED IN ANY PORTION OF THE ROADWAY CONSTRUCTION. REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AND TREATED AS UNSUITABLE MATERIAL. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 9. PLACE SIX INCH TOPSOIL, SEED & MULCH ON ALL DISTURBED AREAS NOT PLACE SIX INCH TOPSOIL, SEED & MULCH ON ALL DISTURBED AREAS NOT RECEIVING PAVEMENT. 10. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE COLOR AND THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE COLOR AND SHADE OF THE PAVEMENT SURFACE OF ALL EXISTING AND PROPOSED THROUGH TRAVEL LANES ON S.R. 2006 (W. 2ND. MOUNTAIN RD.) IS THE SAME. FURTHER, ANY SURFACING SHALL PRESERVE AN ACCEPTABLE FRICTION FACTOR ON THE ROAD SURFACE. 11. REMOVE ALL EXISTING TREES AND SHRUBS AS REQUIRED FOR REMOVE ALL EXISTING TREES AND SHRUBS AS REQUIRED FOR IMPROVEMENTS AND TO MAINTAIN MINIMUM SIGHT DISTANCE REQUIREMENTS. 12. THIS PLAN AND ANY RELATED HIGHWAY OCCUPANCY PERMIT AUTHORIZE THIS PLAN AND ANY RELATED HIGHWAY OCCUPANCY PERMIT AUTHORIZE WORK ONLY IN DEPARTMENT HIGHWAY RIGHT-OF-WAY. 13. THE LEGAL RIGHT-OF-WAY OF S.R. 2006 (W. 2ND MOUNTAIN RD.) SHOWN THE LEGAL RIGHT-OF-WAY OF S.R. 2006 (W. 2ND MOUNTAIN RD.) SHOWN IS 40 FEET WIDE PER DRAWINGS FOR CONDEMNATION OF RIGHT-OF-WAY FOR ROUTE NO. 53010, IN SCHUYLKILL COUNTY, SHEET 4. 14. THE PENNDOT HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. THE PENNDOT HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING. 15. ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: A. PENNDOT PUBLICATION 13M PENNDOT PUBLICATION 13M B. PENNDOT PUBLICATION 34, 35, 41, AND 42 APPROVED CONSTRUCTION PENNDOT PUBLICATION 34, 35, 41, AND 42 APPROVED CONSTRUCTION MATERIALS C. PENNDOT PUBLICATION 46 PENNDOT PUBLICATION 46 D. PENNDOT PUBLICATION 70M PENNDOT PUBLICATION 70M E. PENNDOT PUBLICATION 72M STANDARDS FOR ROADWAY CONSTRUCTION PENNDOT PUBLICATION 72M STANDARDS FOR ROADWAY CONSTRUCTION F. PENNDOT PUBLICATION 111 PENNDOT PUBLICATION 111 G. PENNDOT PUBLICATION 212 PENNDOT PUBLICATION 212 H. PENNDOT PUBLICATION 213 (67 PA CODE, CHAPTER 212) PENNDOT PUBLICATION 213 (67 PA CODE, CHAPTER 212) I. PENNDOT PUBLICATION 236 (BOTH STANDARD AND METRIC LATEST PENNDOT PUBLICATION 236 (BOTH STANDARD AND METRIC LATEST EDITIONS) J. PENNDOT PUBLICATION 282 PENNDOT PUBLICATION 282 K. PENNDOT PUBLICATION 408 SPECIFICATION PENNDOT PUBLICATION 408 SPECIFICATION L. PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459 PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459 M. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT ADOPTED VERSION 16. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE AND TOWNSHIP OFFICE PRIOR TO WORKING DURING THESE PERIODS. 17. FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN CONSTRUCTION, ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED WITHOUT TIME INTERRUPTIONS. 18. MATERIAL CERTIFICATIONS MUST BE PROVIDED BY AN APPROVED MATERIAL CERTIFICATIONS MUST BE PROVIDED BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35 BULLETIN 15 FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY. 19. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL. 20. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH. 21. ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 22. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR OR REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 23. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE. 24. CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 610-871-4555 A MINIMUM OF THREE WORKING DAYS PRIOR TO THE CLOSING OF TRAVEL LANE. 25. CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE ADA ACCESSIBILITY GUIDELINES (ADAAG). 26. DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD PENNDOT DRAWINGS: TC-8600 JUNE 13, 2013 JUNE 13, 2013 TC-8716 JUNE 13, 2013 JUNE 13, 2013 TC-8717 JUNE 13, 2013 JUNE 13, 2013 RC-38M SEPT 15, 2016 SEPT 15, 2016 RC-64M FEB 19, 2021 FEB 19, 2021 RC-67M FEB 19, 2021 FEB 19, 2021 27. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER FOR NORTH MANHEIM TOWNSHIP. 28. PROPERTY LINES SHOWN ARE BASED ON SCHUYLKILL COUNTY GIS MAPPING PROPERTY LINES SHOWN ARE BASED ON SCHUYLKILL COUNTY GIS MAPPING AND DEED PLOTS. 29. HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (NAD83) SOUTH ZONE. 30. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR IN THE FIELD. 31. PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE OWNER'S REPRESENTATIVE. 32. ALL AREAS EXPOSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL ALL AREAS EXPOSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE MADE WEATHERTIGHT AND SECURED AT THE END OF EACH WORKING DAY. 33. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANY THE REMOVAL, RELOCATION, ABANDONMENT OR INSTALLATION OF ANY PUBLIC UTILITY LINES, POLES, VAULTS, ETC. (GAS, ELECTRIC, TELEPHONE, CABLE, TV, AND FIBER OPTIC COMMUNICATIONS). 34. SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE SYSTEMS DESIGN ENGINEERING, INC. (SDEI) DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF THE SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS NOR DOES SDEI GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL INVESTIGATE EXISTING UNDERGROUND UTILITY LOCATIONS. RESEARCH PUBLIC AND SITE UTILITY RECORDS, AND DIG TEST PITS IN AREAS TO THE EXTENT NECESSARY TO VERIFY EXISTING UTILITY DEPTH AND LOCATIONS. 35. CONTRACTOR(S) SHALL BE RESPONSIBLE TO MAINTAIN DETAILED CONTRACTOR(S) SHALL BE RESPONSIBLE TO MAINTAIN DETAILED AS-BUILT” INFORMATION OF SERVICES LINES, BENDS, VALVES, DROP INFORMATION OF SERVICES LINES, BENDS, VALVES, DROP CONNECTIONS, ETC. OF ALL UTILITY LINE CONSTRUCTION. THIS IS TO INCLUDE DIMENSIONED “TIE-DOWNS” OF ALL FITTINGS, VALVES AND SERVICE TIE-DOWNS” OF ALL FITTINGS, VALVES AND SERVICE OF ALL FITTINGS, VALVES AND SERVICE CONNECTIONS. 36. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND DRAINAGE. 37. PERMITTEE IS RESPONSIBLE FOR ALL AUTHORIZED SIGNS AND PAVEMENT PERMITTEE IS RESPONSIBLE FOR ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS. 38. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER. 39. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION 111, TC-8600). 40. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK. 41. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION. 42. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS. 43. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON THE HOP PLANS.

AutoCAD SHX Text SANITARY SEWER NOTES: 1. OWNER AND OPERATOR OF THE SEWER SYSTEM IS NORTH MANHEIM OWNER AND OPERATOR OF THE SEWER SYSTEM IS NORTH MANHEIM TOWNSHIP AUTHORITY, 303 MANHEIM ROAD, POTTSVILLE, PA 17901. 2. CONTRACTOR MUST PROVIDE TEMPORARY MEANS OF SEWAGE DISPOSAL CONTRACTOR MUST PROVIDE TEMPORARY MEANS OF SEWAGE DISPOSAL FOR ANY SERVICE INTERRUPTION GREATER THAN EIGHT (8) HOURS. 3. PROVIDE A MINIMUM COVER OF FOUR (4) FEET FOR SANITARY SEWER PROVIDE A MINIMUM COVER OF FOUR (4) FEET FOR SANITARY SEWER LINE MEASURED FROM FINISHED GRADE TO TOP OF OUTSIDE OF PIPE. 4. A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE A 6" WIDE DETECTABLE WARNING TAPE, "CAUTION: BURIED SEWER LINE BELOW" SHALL BE PROVIDED OVER THE SANITARY SEWER MAIN AND LATERAL 12" - 18" BELOW FINISHED GRADE AND AS DIRECTED BY OWNER/ENGINEER. 5. ALL NEW SANITARY SEWER MAIN CONSTRUCTION TO BE PRESSURED AND ALL NEW SANITARY SEWER MAIN CONSTRUCTION TO BE PRESSURED AND MANDREL TESTED IN ACCORDANCE WITH CONTRACT DOCUMENTS. ALL NEW SANITARY SEWER MANHOLE CONSTRUCTION TO BE VACUUM TESTED IN ACCORDANCE WITH CONTRACT DOCUMENTS. 6. SANITARY SEWER MANHOLE CONSTRUCTION TO FOLLOW PENNDOT SANITARY SEWER MANHOLE CONSTRUCTION TO FOLLOW PENNDOT CONSTRUCTION STANDARDS OF RC-38M.

AutoCAD SHX Text STATEMENT OF INTENT THIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW 8" SANITARY SEWER MAIN IN THE EXISTING W. 2ND MOUNTAIN ROAD (SR 2006), SEGMENT 0020 OFFSET 1773 TO SEGMENT 0020 OFFSET 2273. THE ROAD PROFILE WILL NOT BE MODIFIED BY THIS PERMIT.

BYREVISIONDATENO.

SITUATE IN

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DRAWING NUMBERSCALEDATE

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2/13/2023

MAL

NONE

GTS MJP

NOTES

D-21-0140-0236-G003

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

0 4/21/25 ISSUED FOR BIDDING GTS

AutoCAD SHX Text NOTES: 1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE REQUIREMENTS OF ACT 287 OF 1974 AS AMENDED. 2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS, FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING INFORMATION. 3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER "RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS AMENDED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF 1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS DAYS IN ADVANCE OF EXCAVATION OR DEMOLITION WORK. 5. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE APPROPRIATE UTILITY COMPANY AND/OR CONTRACTOR PRIOR TO ANY EXCAVATION OR DEMOLITION WORK. 6. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.

AutoCAD SHX Text SEEDING SPECIFICATIONS TEMPORARY MEASURES: 1. PREPARATIONS - APPLY 1 TON PER ACRE OF AGRICULTURAL GRADE PREPARATIONS - APPLY 1 TON PER ACRE OF AGRICULTURAL GRADE LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) TO ESTABLISH A PH OF 6.5 TO 6.8. 2. APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR EQUIVALENT. 3. SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 50% ANNUAL SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 50% ANNUAL RYEGRASS AND 50% WINTER RYEGRASS AT A RATE OF 436 LBS. PER ACRE. MULCH TEMPORARY SEEDING AT A RATE OF 3 TONS PER ACRE. MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO "CRIMP" THE MULCH INTO THE SOIL. THIS METHOD IS LIMITED TO SLOPES NO STEEPER THAN 3:1. THE MACHINERY SHALL BE OPERATED ON THE CONTOUR. (NOTE: CRIMPING OF MULCH BY RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED.) DURING NON-GERMINATING PERIODS APPLY A TACKING AGENT WITH THE MULCH. PERMANENT MEASURES: 1. PREPARATIONS - APPLY 4 TONS PER ACRE OF AGRICULTURAL GRADE PREPARATIONS - APPLY 4 TONS PER ACRE OF AGRICULTURAL GRADE LIMESTONE (EQUIVALENT TO 50% CALCIUM PLUS MAGNESIUM OXIDE) TO ESTABLISH A PH OF 6.5 TO 6.8. 2. APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR APPLY FERTILIZER @ 930 LBS. PER ACRE USING 10 - 20 - 20 OR EQUIVALENT. 3. SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 10% SEEDING - APPLY 95% PURE LIVE SEED. A MIXTURE OF 10% PERENNIAL RYEGRASS, 60% KENTUCKY 31 TALL FESCUE, AND 30% REDTOP AT A RATE OF 220 LBS. PER ACRE. MULCH AT A RATE OF 3 TONS PER ACRE. MULCH SHALL BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT BEING WINDBLOWN. A TRACTOR-DRAWN IMPLEMENT MAY BE USED TO "CRIMP" THE MULCH INTO THE SOIL. THIS METHOD IS LIMITED TO SLOPES NO STEEPER THAN 3:1. THE MACHINERY SHALL BE OPERATED ON THE CONTOUR. (NOTE: CRIMPING OF MULCH BY RUNNING OVER IT WITH TRACKED MACHINERY IS NOT RECOMMENDED.) APPLY NORTH AMERICA GREEN SC150 EROSION CONTROL BLANKET ON ALL SLOPES EXCEEDING 3:1. THIS REQUIREMENT MAY BE WAIVED BY THE CONSERVATION DISTRICT DURING SEED GERMINATION PERIODS. RECOMMENDED MULCHING SPECIFICATIONS 1. MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO MULCHING SHALL BE PROVIDED AS REQUIRED IN AREAS DIFFICULT TO VEGETATE, AND DURING OFF-SEASON OPERATIONS. MULCHING METHODS AND MATERIALS SHALL CONFORM TO THE FOLLOWING: A. MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR MULCH MATERIALS SHALL BE UNROTTED SALT HAY, HAY OR SMALL GRAIN STRAW APPLIED AT THE RATE OF 3 TONS PER ACRE. MULCH BLOWER SHALL NOT GRIND OR CHOP THE MATERIAL. WOODCHIPS, FREE OF INSECTS AND DISEASE ARE PERMITTED AT A RATE OF 4-6 TONS PER ACRE. B. MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY MULCH SHALL BE SPREAD UNIFORMLY BY HAND OR MECHANICALLY SO THAT APPROXIMATELY 85% TO 95% OF THE SOIL SURFACE WILL BE COVERED. C. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE DONE BY ONE OF THE FOLLOWING METHODS, DEPENDING UPON THE SIZE OF THE SLOPE. a. PEG AND TWINE - DRIVE 8" TO 10" PEGS TO WITHIN 2" TO 3" PEG AND TWINE - DRIVE 8" TO 10" PEGS TO WITHIN 2" TO 3" OF THE SOIL SURFACE EVERY 4' IN ALL DIRECTIONS. TAKES MAY BE DRIVEN BEFORE OR AFTER APPLYING MULCH. SECURE THE MULCH TO THE SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISS-CROSS OR SQUARE PATTERN, AND SECURE THE TWIN AROUND EACH PEG WITH TWO OR MORE ROUND TURNS. b. MULCH NETTING - STAPLE PAPER, JUTE, COTTON OR PLASTIC MULCH NETTING - STAPLE PAPER, JUTE, COTTON OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE DEGRADABLE NETTING IN AREAS TO BE MOWED. c. MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE MULCH MATERIALS AND BINDERS SHALL BE ROLLED IN PLACE BY TRACKED VEHICLE OR OTHER SUITABLE EQUIPMENT. D. APPLICATIONS SHOULD BE HEAVIER AT EDGES WERE WIND APPLICATIONS SHOULD BE HEAVIER AT EDGES WERE WIND CATCHES THE MULCH. IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. E. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS PER ACRE, OR PER MANUFACTURER RECOMMENDATION, MAY BE APPLIED BY A HYDROSEDDER. USE IS LIMITED TO FLATTER SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. AND FALL. F. WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF WHERE EXCESSIVE SOIL EROSION, TRACKING OR FLOWING OF SEDIMENT IS EVIDENT OR ANTICIPATED A MINIMUM OF 4" OF CRUSHED STONE SHALL BE PLACED WITHIN THE AFFECTED AREA AND MAINTAINED UNTIL PERMANENT STABILIZATION IS PROVIDED. ADDITIONAL STONE SHALL BE PLACED AS REQUIRED UNTIL STABILIZATION IS ACHIEVED. CRUSHED STONE SHALL CONFORM TO AASTO DESIGNATION M43. SIZE NO. 2 (2-1/2" TO 1-1/2").

AutoCAD SHX Text GENERAL SEEDING NOTES 1. REDISTRIBUTE SIX INCHES OF STOCKPILED TOPSOIL AND PREPARE A REDISTRIBUTE SIX INCHES OF STOCKPILED TOPSOIL AND PREPARE A GOOD CRUMBLY SEEDBED THAT IS TILLED SIX TO EIGHT INCHES DEEP, WELL FIRMED AND LEVELED AFTER TILLING. 2. APPLY FERTILIZER AND LIME UNIFORMLY AND WORK INTO THE TOP APPLY FERTILIZER AND LIME UNIFORMLY AND WORK INTO THE TOP THREE TO FOUR INCHES OF SOIL. 3. AFTER ALL MATERIALS HAVE BEEN WORKED IN, FIRM UP THE SOIL BY AFTER ALL MATERIALS HAVE BEEN WORKED IN, FIRM UP THE SOIL BY ROLLING TO ASSURE THAT NO SOFT SPOTS REMAIN THAT WOULD SETTLE LATER ON. 4. WITH A WIDE-TOOTHED RAKE OR TINE-HARROW, RAKE THE AREA INTO WITH A WIDE-TOOTHED RAKE OR TINE-HARROW, RAKE THE AREA INTO A CRUMBLY STATE WITH ABOUT AN INCH OF LOOSE SOIL AT SURFACE. 5. APPLY THE SEED WITH A DROP OR CYCLONE SPREADER. FOR SLOPES APPLY THE SEED WITH A DROP OR CYCLONE SPREADER. FOR SLOPES OF 4:1 OR GREATER, HYDRO-SEEDING IS RECOMMENDED, STRAW MULCHING AND ANCHORING IS REQUIRED. APPLY SEED DURING GERMINATION PERIODS, MARCH 15TH TO MAY 15TH, AS WEATHER PERMITS.

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT) NOTES 1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING: A. PENNDOT PUBLICATION 35; PENNDOT PUBLICATION 35; B. PENNDOT PUBLICATION 46; PENNDOT PUBLICATION 46; C. PENNDOT PUBLICATION 72M; PENNDOT PUBLICATION 72M; D. PENNDOT PUBLICATION 111; PENNDOT PUBLICATION 111; E. PENNDOT PUBLICATION 212; PENNDOT PUBLICATION 212; F. PENNDOT PUBLICATION 213; PENNDOT PUBLICATION 213; G. PENNDOT PUBLICATION 236; PENNDOT PUBLICATION 236; H. PENNDOT PUBLICATION 408; AND PENNDOT PUBLICATION 408; AND I. MUTCD, CURRENT EDITION. MUTCD, CURRENT EDITION. 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. 4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK. 5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. 7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. 9. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15). 10. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. 11. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 12. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING (S) IN THE CURRENT PENNDOT PUBLICATION 213, “TERMPORARY TRAFFIC TERMPORARY TRAFFIC CONTROL GUIDELINES”. . 13. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J). 14. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAY’S WORK PERIOD. S WORK PERIOD. 15. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. 16. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH. 17. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES WITHIN PENNDOT’S RIGHT-OF-WAY.S RIGHT-OF-WAY.

ARGO RD.

CANARY ST.

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GARFIELD AVE.

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SR 2006

GARFIELD AVE.

DOVE ST.

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BOROUGH

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SCHULYKILL HAVEN

NORTH MANHEIM

M

W

2ND M

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SR 2006

T-692

T-971

LAKE ST. (PRIVATE)

WILLOW STREET (UNOPENED)

C101

C1

C103

C104

C104

C104

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SUNNY SIDE DRIVE

N M

ANHEIM

ROAD

C105

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2/13/2023

MAL

1" = 100'

GTS MJP

SEWER INDEX MAP

D-21-0140-0236-G004

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

SEWER INDEX MAP

GRAPHIC SCALE

100 0

1" = 100'

50 100 200

MANHEIM ROAD EXTENSION

0 4/21/25 ISSUED FOR BIDDING GTS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

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AutoCAD SHX Text

NORTH

AutoCAD SHX Text

SCALE: 1" = 100'

SCALE: 1" = 100'

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GARFIELD AVE.

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JERUSALEM CEMETARY

TM #63-01-0084.000

N. GARFIELD AVE.

JERUSALEM CEMETARY

TM #18-19-0032.000

GARFIELD AVE.

JOHN E. & KATHLEEN J.

DB 1141, PG 837

TM #18-19-0031.000

GARFIELD AVE.

BARBARA & JOSEPH

HUNTER

DB 2284, PG 2730

TM #18-19-0030.001

872 GARFIELD AVE.

HARRIS D. & JOAN M. BRADLEY

DB 1214, PG 766

TM #18-19-0030.000

882 GARFIELD AVE. YAHLISON AYALA

DB 2771, PG 2390

TM #18-19-0029.000

886 GARFIELD AVE. MICHAEL J. STRAKA

DB 434, PG 0009

TM #18-19-0028.000

900 GARFIELD AVE.

MICHAEL J. STRAKA

DB 0066, PG 002

TM #18-19-0025.000

900 GARFIELD AVE.

PHYLLIS M. SMITH

DB 1470, PG 594

TM #18-19-0026.000

902 GARFIELD AVE.

DEAN DALE HILLBISH

DB 325, PG 099

TM #18-19-0024.000

2012 LOND RUN RD.

WILLIAM P SR WEBBER

DB 2659, PG 680

TM #18-19-0027.000

913 GARFIELD AVE.

WILLIAM P SR WEBBER

DB 2659, PG 683

TM #18-16-0096.000

916 GARFIELD AVE.

KAREN JEAN &

DYLAN R. LEYMEISTER

DB 2680, PG 651

TM #18-16-0095.000

920 GARFIELD AVE.

KAREN JEAN LEYMEISTER

DB 1384, PG 267

TM #18-16-0094.000

924 GARFIELD AVE.

LOGAN & REBEKKAH WEIDERHOLD

DB 2896, PG 0895

TM #18-16-0092.000

921 GARFIELD AVE.

ELSIE & JAMES WILLIAMSON

DB 2786, PG 814

TM #18-16-0087.000

GARFIELD AVE.

DONALD R. & DEBORAH A. McCORMICK

DB 1003, PG 281

TM #18-19-0022.000

885 GARFIELD AVE.

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DEE E. HARTLE

DB 672, PG 213

TM #18-16-0093.000

213 W. 2ND. MOUNTAIN RD.

TM #18-16-0081.00023 N. LAKE DR. RENE A. & MARY J. THOMSINDB 2303, PG 1327TM #18-16-0082.00027 N. LAKE DR.

SANDRA D. RENNIINGER

DB 2058, PG 270

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DB 2058, PG 270

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N. GARFIELD AVE.

8" SDR-26 S=1.00% 175 L.F.

8" SDR-26 S=1.00% 164 L.F.

8" SDR-26 S=1.00% 118 L.F.

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T:

.7

2' (T

O M

H -5

M H

-9

ST

A:

5+

RI

M

: 6

.8 5'

IN

V

O U

T:

.5

5' (T

O M

H -8

M H

-3

ST

A:

+4

RI

M

: 6

.5 9'

IN

V

IN

: 5

.8

1' (F

RO

M

D M

H -4

IN

V O

U T:

.7 1'

(T O

M H

-2

DM

H

-4

ST

A:

+0

RI

M

: 6

.9 0'

IN

V

IN

: 5

.7

1' (F

RO

M

D M

H -1

0)

IN

V

IN

: 5

.8 4'

(F

RO

M M

H -5

IN

V O

U T:

.6 1'

(T O

M H

-3

M H

-5

ST

A:

+2

RI

M

: 6

.4 1'

IN

V

IN

: 5

.1

2' (F

RO

M

M H

-6

IN

V

O U

T:

.0

2' (T

O D

M H

-4

M H

-7

ST

A:

2+

RI

M

: 6

.1 8'

IN

V

IN

: 6

.4

8' (F

RO

M

M H

-8

IN

V

O U

T:

.3

8' (T

O M

H -6

M H

-8

ST

A:

4+

RI

M

: 6

.8 1'

IN

V

IN

: 6

.2

5' (F

RO

M

M H

-9

IN

V

O U

T:

.1

5' (T

O M

H -7

DM

H

-1

ST

A:

+7

RI

M

: 5

.4 7'

IN

V

IN

: 5

.9

7' (F

RO

M

M H

-2

IN

V

O U

T:

.7

5' (T

O E

X.

M

H . 2

8" SDR-26 S=1.00% 359 L.F.

8" SDR-26 S=2.00% 115 L.F.

8" SDR-26 S=0.50% 160 L.F.

8" SDR-26 S=2.00% 205 L.F.

10" RCP STORM

15" RCP STORM

0+00

4.

5.

0+50 1+00

6.

7.

1+50 2+00

8.

0.

2+50 3+00

2.

4.

3+50 4+00

6.

8.

4+50 5+00

0.

0.

5+50 6+00

1.

1.

6+50 7+00

2.

4.

7+50 8+00

5.

7.

8+50 9+00

9.

1.

9+50 10+00

2.

2.

10+50 11+00

3.

4.

11+50 12+00

6.

7.

12+50 13+00

9.

0.

13+50 14+00

9.

8.

14+50 15+00

8.

8.

15+50

18" MIN

18" MIN

EXISTING GRADE

G

AR

FI

EL

D A

VE

N

U E

ST

A:

4+

W

N D

M

TN

R O

AD

ST

A:

5+

G

AR

FI

EL

D A

VE

N

U E

ST

A:

4+

G

AR

FI

EL

D A

VE

N

U E

ST

A:

3+

G

AR

FI

EL

D A

VE

N

U E

ST

A:

3+

G

AR

FI

EL

D A

VE

N

U E

ST

A:

3+

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+8

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+4

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+0

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+9

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+8

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+8

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+5

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+1

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+8

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+6

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+5

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+2

1-

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+9

G

AR

FI

EL

D A

VE

N

U E

ST

A:

+8

REPLACE EXISTING

SAN. MH. 268 WITH

METERING MH

EASEMENT

EDGE OF PAVEMENT

PENNDOT R/W LINE

LEGEND

EXISTING FEATURES

STORM SEWER/CB

SANITARY SEWER/MANHOLE

WATER LINE

BUILDING WALL

EXISTING FEATURE

MINOR CONTOUR

MAJOR CONTOUR

EDGE OF GRAVEL

TREE DRIP LINE

S

W

OBLIQUE TEXT

PROPERTY LINES

FENCEX

STORM INLET

WV WATER VALVE

FIRE HYDRANT

DY/4"

W/4" 4" WHITE PAINTED LINE

4" DOUBLE YELLOW PAINTED LINE

PROPOSED FEATURES

EASEMENT

MINOR CONTOUR

MAJOR CONTOUR

SANITARY SEWER AND LATERAL

SANITARY MH

PROPOSED FEATURESSTRAIGHT TEXT

SANITARY METERING MHM

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

5-C101-C104.dwg

C C

O

PY

RI

G

HT

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\N M

TA

\2

1-

-0

G ar fie ld

A ve nu e

Se w er E xt en sio n\

D es ig n

Ph as e\ D ra w in gs

\S he et s\

5- C

1-

C

4.

d w g

- A ug us t 0

6, 9:

a m b y

'G .st ah l'

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2/13/2023

MAL

1" = 50'

KMM MJP

PLAN AND PROFILE

D-21-0140-0236-C101

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

SANITARY SEWER PROFILE

SANITARY SEWER PLAN

SEE SHEET C102

HORIZONTAL

VERTICAL

50 0 25 50 100

5 0 2.5 5 10

1" = 50'

1" = 5'

0 4/21/25 ISSUED FOR BIDDING GTS

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL

SCALE: 1" = 50' HORIZONTAL

ARCO TO GARFIELD

ARCO TO GARFIELD

ARCO TO GARFIELD

DMH-12

STA: 3+53

RIM: 626.90'

INV IN: 621.00' (FROM DMH-13)

INV OUT: 618.00' (TO MH-11)

M H

-1

ST

A:

+5

RI

M : 6

.5

6'

IN

V

IN

: 6

.0 0'

(F

RO

M D

M H

-1 2)

IN

V

O U

T:

.7

5' (T

O D

M H

-1 0)

DM

H

-1

ST

A:

+8

RI

M : 6

.4

6'

IN

V

IN

: 5

.6 7'

(F

RO

M M

H -1

7)

IN

V

IN

: 6

.5 4'

(F

RO

M M

H -1

1)

IN

V O

U T:

.6 4'

(T O

D M

H -4

DM

H

-4

ST

A:

+0

RI

M

: 6

.9 0'

IN

V

IN

: 5

.7

1' (F

RO

M

D M

H -1

0)

IN

V

IN

: 5

.8 4'

(F

RO

M M

H -5

IN

V O

U T:

.6 1'

(T O

M H

-3

DM

H

-2

ST

A:

+7

RI

M : 6

.0

5'

IN

V

IN

: 6

.3 4'

(F

RO

M M

H -1

9)

IN

V

IN

: 6

.4 8'

(F

RO

M M

H -2

1)

IN

V O

U T:

.2 4'

(T O

M H

-1 6A

M H

-2

ST

A:

+9

RI

M : 6

.7

4'

IN

V

IN

: 6

.1 3'

(F

RO

M D

M H

-2 2)

IN

V

O U

T:

.0

3' (T

O D

M H

-2 0)

DM

H

-1

ST

A:

+1

RI

M : 6

.6

4'

IN

V

IN

: 6

.6 8'

(F

RO

M M

H -1

6A

IN

V

O U

T:

.1

7' (T

O M

H -1

5)

DMH-13

STA: 3+73

RIM: 635.25'

INV IN: 630.00' (FROM DMH-14)

INV OUT: 622.00' (TO DMH-12)

DMH-14

STA: 3+93

RIM: 644.28'

INV IN: 637.00' (FROM MH-15)

INV OUT: 631.00' (TO DMH-13)

MH-15

STA: 5+18

RIM: 657.41'

INV IN: 652.50' (FROM DMH-16)

INV OUT: 652.63' (TO DMH-14)

MH-16A

STA: 6+54

RIM: 681.89'

INV IN: 666.08' (FROM DMH-20)

INV OUT: 666.08' (TO DMH-16)

8" SDR-26 S=12.50% 96 L.F.

8" SDR-26 S=7.50% 70 L.F.

8" C900 S=0.50% 186 L.F.

8" SDR-26 S=5.00% 20 L.F.

8" SDR-26 S=8.00% 96 L.F.

8" SDR-26 S=1.09% 14 L.F.

8" SDR-26 S=5.00% 20 L.F.

8" SDR-26 S=12.50% 125 L.F.

36" C.I.

8" SDR-26 S=2.56% 256 L.F.

16" CIP WATERMAIN

3.

0+00

9.

0+50

9.

1+00

1.

1+50

5.

2+00

0.

2+50

9.

3+00

5.

3+50

3.

4+00

5.

0.

2.

4+50

6.

5+00

0.

5+50

1.

6+00

1.

6+50

2.

7+00

2.

7+50

4.

8+00

7.

8+50

3.

9+00

4.

9+31.80

8" SDR-26 S=1.00% 40 L.F.

36" MIN

18" MIN

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

16" CIP WATERMAIN

18" MIN

W . 2

N D

M

TN

R O

AD

ST

A:

+8

W . 2

N D

M

TN

R O

AD

ST

A:

+2

C

AN

AR

Y

ST

R

EE

T

ST

A:

+1

FI

N C

H S

TR

EE

T

ST

A:

+4

W . 2

N D

M

TN

R O

AD

ST

A:

+2

11 FINCH STREET

STA: 4+47

F

IN

C

H S

TR

EE

T

ST

A:

+0

X

XX

X

X X

X

X

XX

X

X

X

X

FINCH ST.

N. LAKE DR.

TM #18-16-0070.000

FINCH ST.

W V

CS

W W

W

WWWWW

W

W W

W

W

W

W

W

W

W W W W

W W

W

W

C S

36" C.I.

INV 593.70

INV 593.05

INV

593.65

INLET

TG

601.60

INV IN 599.70

INV O

UT 598.52

15 RCP

12"SLCPP

10" PIPE

INV 598.43INLET

TG

600.17

INV IN FILL

W

/DEBRIS

DONALD R. & DEBORAH A. McCORMICK

DB 1003, PG 281

TM #18-19-0022.000

885 GARFIELD AVE.

MICHAEL J. STRAKA

DB 434, PG 0009

TM #18-19-0028.000

900 GARFIELD AVE.

YAHLISON AYALA

DB 2771, PG 2390

TM #18-19-0029.000

886 GARFIELD AVE.

HAROLD P. HUNTZINGER

DB 056, PG 236

TM #18-16-0074.000

LAKE DR.

SA

N

D R

A L.

G O

LC

A

D B

, P G

TM

-1

6-

.0

F

IN

C H

S T.

H

AR

O

LD

F . U

M

BE

N H

EN

D

B

, P

G

TM

-1 6-

.0

FI

N C

H S

T.

WILLIAM GEORGE SEARLE

DB 2320, PG 135

TM #18-16-0061.000

THIRD ST.

DAVID J. BONNIE S. VENKAUSKAS

DB 2406, PG 2325

TM #18-16-0071.000

W. 2ND MOUNTAIN RD.

DAVID J. BONNIE S. VENKAUSKAS

DB 2406, PG 2588

TM #18-16-0072.000

241 W. 2ND MOUNTAIN RD.

ARTHUR PUCCI

DB 2404, PG 2551

TM #18-16-0060.000

247 W. 2ND MOUNTAIN RD.

ALFRED R. MARKS

DB 1444, PG 386

TM #63-01-0002.000

LAKE ST.

PH

IL

IP

L

U C

KE

N

BI

LL

D B

, P G

TM

-1 6-

.0

F

IN

C

H S

T.

WILLIAM GEORGE SEARLE

DB 2320, PG 135

TM #18-16-0061.000

THIRD ST.

DOLORES A. MALEC

DB 1154, PG 161

TM #18-16-0035.000

246 W. 2ND MOUNTAIN RD.

ELSIE & JAMES WILLIAMSON

DB 2786, PG 814

TM #18-16-0087.000

GARFIELD AVE.

ELSIE & JAM

ES W

ILLIAM

SO

N

DB 2786, PG

TM

#18-16-0087.000

G

AR

FIELD

AVE.

APPR

O

X. SEPTIC

ABANDONED

20' WIDE TEMPORARY

CONSTRUCTION EASEMENT

CS

WM

ALBERT BLVD.

W . 2

ND

M

O

UN

TA

IN

R D.

SR

6" SDR-26

LATERAL

(TYP.)

8"

SD

R-

8"

SD

R-

DMH-10 MH-11

DM

H-

12 M H

-1

M H-21

RC Type 4

DMH-22RC Type 4

M H-3

DMH-20

DM

H-4

DM

H-

DM

H-

DMH-16

MH-16A

N. LAKE AVENUE

DM

H

-1

ST

A:

+8

RI

M : 6

.4

6'

IN

V

IN

: 5

.6 7'

(F

RO

M M

H -1

7)

IN

V

IN

: 6

.5 4'

(F

RO

M M

H -1

1)

IN

V O

U T:

.6 4'

(T O

D M

H -4

M H

-1

ST

A:

+5

RI

M : 6

.0

4'

IN

V O

U T:

.9 0'

(T O

D M

H -1

0)

8" C900 S=0.49% 250 L.F.

36" RCP CULVERT

0+00

4.

4.

0+50 1+00

6.

6.

1+50 2+00

7.

9.

2+50

36" MIN

EXISTING GRADE

N

L

AK

E D

R

IV

E

ST

A:

+4

N

L

AK

E D

R

IV

E

ST

A:

+8

N

L

AK

E D

R

IV

E

ST

A:

+0

SR 2006

JAMES H. JR. FOOSE

DB 2754, PG 246

TM #18-16-0079.000

19 N. LAKE DR. HARRISON A. &

BEATRICE J. FISHER

DB 925, PG 422

TM #18-16-0081.000

23 N. LAKE DR.

RENE A. & MARY J. THOMSIN

DB 2303, PG 1327

TM #18-16-0082.000

27 N. LAKE DR.

N. LAKE DR.

N . L

AK

E

D R

63564

W

W

W W

W W

" C

.I.

IN

V

3.

IN

V

3.

IN

V

3.

INV 600.10

36" RCP 5'H X 9'W CONC. ARCH

INV 604.46

INV 603.00

DO

NA

LD

R

D

EB

O

RA

H

A.

M cC O

RM

IC

K

DB

3, P G

TM

-1

9-

.0

G

AR

FI

EL

D

AV

E.

HA

RO

LD

P

. H

UN

TZ

IN

G

ER

AL

FR

ED

R

. M

AR

KS

DB

4, P

G

TM

-0 1-

.0

LA

KE

S T.

EL

SI

E

JA

M

ES

W

IL

LI

AM

SO

N

DB

6, P G

TM

-1

6-

.0

G

AR

FI

EL

D

AV

E.

ELSIE & JAMES WILLIAMSON

DB 2786, PG 814

TM #18-16-0087.000

GARFIELD AVE.

AB

AN

D O

N

EDC

S W

M

6" S

D R

-2

LA

TE

R

AL

(T

YP

DM

H

-1

M H-

DMH-12

MH-17

EASEMENT

EDGE OF PAVEMENT

PENNDOT R/W LINE

LEGEND

EXISTING FEATURES

STORM SEWER/CB

SANITARY SEWER/MANHOLE

WATER LINE

BUILDING WALL

EXISTING FEATURE

MINOR CONTOUR

MAJOR CONTOUR

EDGE OF GRAVEL

TREE DRIP LINE

S

W

OBLIQUE TEXT

PROPOSED FEATURES

EASEMENT

MINOR CONTOUR

MAJOR CONTOUR

SANITARY SEWER AND LATERAL

SANITARY MH

PROPOSED FEATURESSTRAIGHT TEXT

PROPERTY LINES

FENCEX

STORM INLET

WV WATER VALVE

FIRE HYDRANT

DY/4"

W/4" 4" WHITE PAINTED LINE

4" DOUBLE YELLOW PAINTED LINE

SANITARY METERING MHM

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

5-C101-C104.dwg

C C

O

PY

RI

G

HT

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\N M

TA

\2

1-

-0

G ar fie ld

A ve nu e

Se w er E xt en sio n\

D es ig n

Ph as e\ D ra w in gs

\S he et s\

5- C

1-

C

4.

d w g

- A pr il 2 1, 4:

p m b y 'G

.st ah l'

1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

3/3/2023

MAL

1" = 50'

KMM MJP

PLAN AND PROFILE

D-21-0140-0236-C102

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

SANITARY SEWER PROFILE

SANITARY SEWER PLAN

SANITARY SEWER PROFILE

SANITARY SEWER PLAN

SEE SHEET C103

SEE THIS SHEET

SEE THIS SHEET

SEE SHEET C101

SEE SHEET C101

SEE THIS SHEET

SEE SHEET C104

NOTE:

SEE HOP PLANS FOR SANITARY SEWER

CONSTRUCTION IN W 2ND MOUNTAIN ROAD (SR 2006).

HORIZONTAL

VERTICAL

50 0 25 50 100

5 0 2.5 5 10

1" = 50'

1" = 5'

0 4/21/25 ISSUED FOR BIDDING GTS

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL

SCALE: 1" = 50' HORIZONTAL

M H

-2

ST

A:

+0

RI

M : 7

.8

0'

IN

V

IN

: 6

.7 3'

(F

RO

M M

H -2

7)

IN

V O

U T:

.5 3'

(T O

M H

-2 5)

M H

-2

ST

A:

+6

RI

M : 6

.1

1'

IN

V

IN

: 6

.9 0'

(F

RO

M M

H -2

5A

IN

V

IN

: 6

.1

6' (F

RO

M

M H

-2 6)

IN

V

O U

T:

.0

6' (T

O M

H -2

4)

M H

-2

ST

A:

+8

RI

M : 6

.7

1'

IN

V

IN

: 6

.3 0'

(F

RO

M M

H -2

4)

IN

V O

U T:

.3 0'

(T O

D M

H -2

2)

DM

H

-2

ST

A:

+0

RI

M : 6

.5

0'

IN

V

IN

: 6

.9 6'

(F

RO

M M

H -2

9)

IN

V

IN

: 6

.6 7'

(F

RO

M M

H -2

3)

IN

V O

U T:

.5 7'

(T O

M H

-2 1)

M H

-2

ST

A:

+9

RI

M : 6

.7

4'

IN

V

IN

: 6

.1 3'

(F

RO

M D

M H

-2 2)

IN

V

O U

T:

.0

3' (T

O D

M H

-2 0)

MH-24

STA: 5+26

RIM: 697.78'

INV IN: 683.68' (FROM MH-25)

INV OUT: 683.58' (TO MH-23)

8" SDR-26 S=6.23% 167 L.F.

8" SDR-26 S=0.50% 57 L.F.

8" SDR-26 S=0.50% 125 L.F.

8" SDR-26 S=0.50% 88 L.F.

8" SDR-26 S=2.07% 259 L.F.

0+00

7.

7.

0+50 1+00

6.

5.

1+50 2+00

1.

8.

2+50 3+00

5.

3.

3+50 4+00

3.

3.

4+50 5+00

5.

9.

5+50 6+00

9.

0.

6+50 7+00

6.

7.

7+50 8+00

4.

18" MIN 18" MIN

18" MIN

EXISTING GRADE

W . 2

N D

M

TN

R O

AD

ST

A:

+3

W . 2

N D

M

TN

R O

AD

ST

A:

+2

3W

. 2 N

D M

TN

R

O

AD

ST

A:

+2

AR

C O

R O

AD

ST

A:

+6

A

R C

O R

O

AD

ST

A:

+4

A

R C

O R

O

AD

ST

A:

+3

L

AK

E

ST

R

EE

T

ST

A:

+3

L

AK

E

ST

R

EE

T

ST

A:

+0

8" DIP WATERMAIN

16" DIP WATERMAIN

16" CIP WATERMAIN

M H

-2

ST

A:

+0

RI

M : 7

.6

0'

IN

V O

U T:

.2 3'

(T O

M H

-2 6)

8" SDR-26 S=0.50% 100 L.F.

X

XXXXXX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

BARRY J. ADAMS JR.

DB 2029, PG 838

TM #18-19-0004.000

20 LAKE ST.

JOSEPH R. JR./

JAMES R. GAVALIS

DB 2642, PG 1643

TM #18-16-0053.000

16 LAKE ST.

JOSEPH R. JR./

JAMES R. GAVALIS

DB 2642, PG 1643

TM #18-16-0052.000

CHELSIA R. LOPEZ

DB 2620, PG 2847

TM #18-16-0051.000

11 ARCO RD.

MANK GROUP, LLC

DB 2770, PG 1203

TM #18-19-0006.000

10 ARCO RD.

EDWARD V. HECK &

DOLORES GRADWELL

DB 392, PG 326

TM #18-16-0043.001

FIFTH ST.

MATTHEW A. PRADON

DB 2110, PG 1554

TM #18-16-0044.000

263 W. 2ND MOUNTAIN RD.

BRYAN W

. & SANDRA HECK

DB 2553, PG 1460

TM #18-16-0045.000

255 W

. 2ND MOUNTAIN RD.

DAVID A. & JOY A. SHERER

DB 1499, PG 196

TM #18-16-0050.000

5 ARCO RD.

ROBERT L. & MELANIE L. WENSEL

DB 1654, PG 054

TM #18-16-0104.000

264 W. 2ND MOUNTAIN RD.

FRANKLIN M. & LISA M. FISHER

DB 2732, PG 1916

TM #18-16-0041.000

256 W. 2ND MOUNTAIN RD.

STACY PIERRE/MICHELLE M. CARTER

DB 2612, PG 2416

TM #18-16-0040.000

252 W. 2ND MOUNTAIN RD.

DOLORES A. MALEC

DB 1154, PG 161

TM #18-16-0035.000

246 W. 2ND MOUNTAIN RD.

MICHAEL S. & AUDRA K.

GRABOWSKI

DB 2375, PG 1905

TM #18-19-0008.000

25 LAKE ST.

JEROME J. BRENSINGER

DB 2204, PG 2792

TM #18-19-0001.000

28 LAKE ST.

WV

WV

CS

W V

W

W

W

W

W

W

W

W

W W W W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

MICHAEL S. & AUDRA K. GRABOWSKI

DB 2375, PG 1905

TM #18-19-0008.000

25 LAKE ST.

DAVID J. BONNIE S.

VENKAUSKAS

DB 2406, PG 2325

TM #18-16-0071.000

W. 2ND MOUNTAIN RD.

ARTHUR PUCCI

DB 2404, PG 2551

TM #18-16-0060.000

247 W. 2ND MOUNTAIN RD.

ARGO RD.

CANARY ST.

ALBERT BLVD.

T-671

DOVE ST.

N. 2ND MOUNTAIN RD

SR 2006

6" SDR-26

LATERAL

(TYP.)

8" SDR-26

8" SDR-26

8" SDR-26

MH-26

MH-24

RC Type 4

M H-21

RC Type 4

DMH-22

RC Type 4

MH-29

DMH-20

MH-25

DM

H-1

6MH-16A

CS

M H-23

RC Type 4

-00

M H-27

COORDINATED PROPERTIES

DB 1412, PG 909

TM #18-19-0009.000

LAKE ST.

M H-25A

JEROME J. BRENSINGER

DB 2204, PG 2792

TM #18-19-0002.000

WILLOW STREET

MATTHEW A. PRADON

DB 391, PG 257

TM #18-16-0043.000

LAKE ROAD

EDWARD J. WALTMAN

DB 2793, PG 1427

TM #18-15-0023.000

275 W. 2ND MOUNTAIN ROAD.

WILLOW STREET (UNOPENED)LAKE STREET (PRIVATE)

EASEMENT

EDGE OF PAVEMENT

PENNDOT R/W LINE

LEGEND

EXISTING FEATURES

STORM SEWER/CB

SANITARY SEWER/MANHOLE

WATER LINE

BUILDING WALL

EXISTING FEATURE

MINOR CONTOUR

MAJOR CONTOUR

EDGE OF GRAVEL

TREE DRIP LINE

S

W

OBLIQUE TEXT

PROPOSED FEATURES

EASEMENT

MINOR CONTOUR

MAJOR CONTOUR

SANITARY SEWER AND LATERAL

SANITARY MH

PROPOSED FEATURESSTRAIGHT TEXT

PROPERTY LINES

FENCEX

STORM INLET

WV WATER VALVE

FIRE HYDRANT

DY/4"

W/4" 4" WHITE PAINTED LINE

4" DOUBLE YELLOW PAINTED LINE

SANITARY METERING MHM

ARGO EASEMENT

0+00

5.

6.

0+50 1+00

7.

8.

1+50 2+00

7.

2+50

6.

8" SDR-26 S=0.50% 245 L.F.

L

AK

E

ST

R

EE

T

ST

A:

+0

L

AK

E

ST

R

EE

T

ST

A:

+2

M H

-2 5A

ST

A:

+0

RI

M : 6

.9

4'

IN

V O

U T:

.1 2'

(T O

M H

-2 5)

M H

-2

ST

A:

+6

RI

M : 6

.1

1'

IN

V

IN

: 6

.9 0'

(F

RO

M M

H -2

5A

IN

V

IN

: 6

.1

6' (F

RO

M

M H

-2 6)

IN

V

O U

T:

.0

6' (T

O M

H -2

4)

16" CIP WATERMAIN

18" MIN

BYREVISIONDATENO.

SITUATE IN

CADD FILE NAMEDRAWN BY CHECKED APPROVED

DRAWING NUMBERSCALEDATE

5-C101-C104.dwg

C C

O

PY

RI

G

HT

- S ys te m s D es ig n

En gi ne er in g, In c.

I:\

Pr oj ec ts

\N M

TA

\2

1-

-0

G ar fie ld

A ve nu e

Se w er E xt en sio n\

D es ig n

Ph as e\ D ra w in gs

\S he et s\

5- C

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4.

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1032 JAMES DR. LEESPORT, PA 19533

PHONE: 610.916.8500 FAX: 610.916.8501

BOYERTOWN, PA 610.369.1319

SCHUYLKILL HAVEN, PA 570.385.5549

SDE SYSTEMS DESIGN

ENGINEERING, INC

2/13/2023

MAL

1" = 50'

KMM MJP

PLAN AND PROFILE

D-21-0140-0236-C103

NORTH MANHEIM TOWNSHIP AUTHORITY

NORTH MANHEIM TOWNSHIP SCHUYLKILL COUNTY PENNSYLVANIA

SANITARY SEWER EXTENSION

GARFIELD AVENUE

SANITARY SEWER PROFILE

SANITARY SEWER PLAN

SEE SHEET C104

NOTE:

SEE HOP PLANS FOR SANITARY SEWER

CONSTRUCTION IN W 2ND MOUNTAIN ROAD (SR 2006).

HORIZONTAL

VERTICAL

50 0 25 50 100

5 0 2.5 5 10

1" = 50'

1" = 5'

SIDEWALK TO BE REMOVED,

LANDSCAPE STONES TO BE

SAVED AND RESET AFTER

CONSTRUCTION

WOOD RETAINING WALL

TO BE PROTECTED

DURING CONSTRUCTION

0 4/21/25 ISSUED FOR BIDDING GTS

SANITARY SEWER PROFILE

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL

AutoCAD SHX Text

SCALE: 1" = 50' HORIZONTAL

SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL

ALBERT BLVD.

M H

-3

ST

A:

+3

RI

M : 7

.1

2'

IN

V

IN

: 7

.5 0'

(F

RO

M M

H -2

9)

M H

-2

ST

A:

+8

RI

M : 7

.2

9'

IN

V O

U T:

.3 4'

(T O

D M

H -2

2)

IN

V O

U T:

.4 4'

(T O

M H

-3 0)

DMH-22

STA: 7+09

RIM: 696.50'

INV IN: 689.96' (FROM MH-29)

INV IN: 682.67' (FROM MH-23)

INV OUT: 682.57' (TO MH-21)

8" S

DR-26 S=7.50% 85 L.F

8" S

DR-26 S=-7.50% 347 L.F

0+00

6.

1.

0+50 1+00

5.

8.

1+50 2+00

1.

4.

2+50 3+00

7.

2.

3+50 4+00

9.

4+32.51

4.

EXISTING GRADE

A

LB

ER

T

BL

VD

ST

A:

+2

W

N D

M

TN

R O

AD

ST

A:

+4

W

N D

M

TN

R O

AD

ST

A:

+2

DM

H

-1

ST

A:

+8

RI

M : 6

.4

6'

IN

V

IN

: 5

.6 7'

(F

RO

M M

H -1

7)

IN

V

IN

: 6

.5 4'

(F

RO

M M

H -1

1)

IN

V O

U T:

.6 4'

(T O

D M

H -4

M H

-1

ST

A:

+5

RI

M : 6

.0

4'

IN

V O

U T:

.9 0'

(T O

D M

H -1

0)

8" C900 S=0.49% 250 L.F.

36" RCP CULVERT

0+00

4.

4.

0+50 1+00

6.

6.

1+50 2+00

7.

9.

2+50

36" MIN

EXISTING GRADE

N

L

AK

E D

R

IV

E

ST

A:

+4

N

L

AK

E D

R

IV

E

ST

A:

+8

N

L

AK

E D

R

IV

E

ST

A:

+0

X

X

X

X

XX

X

CANARY ST.

LA

K

E S

T.

RANDY & JUDY L.

DROBNICK

DB 1454, PG 837

TM #18-19-0010.000

3 LAKE ST.

CARLA L. & THOMAS WINGLE

DB 2573, PG 974

TM #18-19-0010.000

7 LAKE ST.

CARLA L. &

THOMAS WINGLE

DB 357, PG 249

TM #18-19-0010.002

11 LAKE ST.

LE

ST

ER

J U

N E

L.

ZI

M M

ER

M

AN

D

B

, P

G

TM

-1 6-

.0

C

AN

AR

Y

ST

WILLIAM G. SEARLE

DB 1174, PG 084

TM #18-16-0056.000

12 DOVE ST.KY

LE

L

. S C

H W

EN

K

D B

, P G

TM

-1 6-

.0

D

O

VE

S T.

SCHUYKILL PROPERTIES

DB 2716, PG 315

TM #18-16-0054.000

14 CANARY ST.

TODD L. & KAREN L.

ZIMMERMAN

DB 2452, PG 1318

TM #18-16-0063.000

LAKE ST.

DOVE ST.

FINCH ST.

CS

W W

W W

W

W W W W W

W

W

W

W

W

TODD L. & ANDREA J.

ZIMMERMAN

DB 2452, PG 1210

TM #18-16-0062.000

THIRD ST.

WILLIAM GEORGE SEARLE

DB 2320, PG 135

TM #18-16-0061.000

THIRD ST.

WILLIAM GEORGE SEARLE

DB 2506, PG 1083

TM #18-16-0059.000

7 CANARY ST.

APPRO

X. SEPTIC

GRINDER PUMP

(APPROX. LOCATION)

GRINDER PUMP

HOUSE CONNECTION

(APPROX. LOCATION)

6" SDR-26

LATERAL

(TYP.)

M H-

MH-19

DMH-20

M H

-18

DMH-16

MH-16A

X X

X

X X

X

X X

BONNIE L./TAMMY SEARLE

DB 2716, PG 1663

TM #18-15-0019.001

15 ALBERT BLVD.

JAMES G. CARAVAN /LEE L. LLEWELLYN

DB 2372, PG 2935

TM #18-16-0036.000

12 ALBERT BLVD.

0 73

710705

KENNETH R. SCHAEFFER

DB 2065, PG 112

TM #18-16-0039.001

17 ALBERT BLVD.

W W

W W

W

W W W W W W W W W W W

STACY PIERRE/MICHELLE M. CARTER

DB 2612, PG 2416

TM #18-16-0040.000

252 W. 2ND MOUNTAIN RD.

DOLORES A. MALEC

DB 1154, PG 161

TM #18-16-0035.000

246 W. 2ND MOUNTAIN RD.

T-671

ALBERT BLVD.

W . 2

N D

M O

U N

TA

IN

R D

S

R

6" SDR-26

LATERAL

(TYP.)

8" S

DR

-2

8" S

DR

-2

8"

S

DR

-2

DMH-22

RC Type 4

MH-30MH-29

C S

M H

-23 RC Type 4

EASEMENT

EDGE OF PAVEMENT

PENNDOT R/W LINE

LEGEND

EXISTING FEATURES

STORM SEWER/CB

SANITARY SEWER/MANHOLE

WATER LINE

BUILDING WALL

EXIS…