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Home My WebLink AboutWQ0043706_More Information (Received)_20221205ROY COOPER Governor ELIZABETH S. BISER Secretary RICHARD E. ROGERS,]R. Director KENT JACKSON — TOWN ENGINEER TOWN OF PITTSBORO POST OFFICE BOX 759 PITTSBORO, NORTH CAROLINA 27312 Dear Mr. Jackson: NORTH CAROLINA Environmental Quality October 27, 2022 Subject: Application No. WQ0043706 Additional Information Request Chatham Park — Section 6.2 Phase I RWDL Reclaimed Water Distribution Chatham County Division of Water Resources' Central and Regional staff has reviewed the application package received August 24, 2022. However, additional information is required before the review may be completed. Please address the items on the attached pages no later than the close of business on November 28, 2022. Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and regulations. Any oversights that occurred in the review of the subject application package are still the Applicant's responsibility. In addition, any omissions made in responding to the outstanding items in Sections A through E, or failure to provide the additional information on or before the above requested date may result in your application being returned as incomplete pursuant to 15A NCAC 02T .0107(e)(2). Please reference the subject application number when providing the requested information. All revised and/or additional documentation shall be signed, sealed and dated (where needed), with an electronic response submitted to my attention at: https://edocs.deq.nc.gov/Forms/NonDischarize-Branch- Submittal-Form-Ver2. If you have any questions regarding this request, please contact me at (919) 707-3655 or cord.anthony�a�ncdenr.gov. Thank you for your cooperation. DocuSigned by, Sincerely, 2D03237162FA4E5... Cord Anthony, Engineer I Division of Water Resources cc: Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy) Nicholas J. Antrilli, PE — Withers Ravenel (Electronic Copy) Laserfiche File (Electronic Copy) QE Q�� North Carolina Department of Environmental Quality I Division of Water Resources 512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617 NORTH CAROLINA n^w�n of �i.^m^^�� n^^�� 919.707.9000 Mr. Jackson October 27, 2022 Page 2 of 2 A. Reclaimed Water Distribution Lines Application ( Form: RWDL 06-16): 1. No Comment B. Property Ownership Documentation: According to the Chatham County GIS Application, the current owner of the property differs from the entity included within the Chatham Park — Section 6.2 Phase lA RWDL Application. Per [I 5A NCAC 02U .0201(e)], documentation of ownership, lease, and/or easements shall be included within the permit application. Alternately, an agreement explicitly giving the Town of Pittsboro authority to apply for the construction of the reclaimed water distribution line on behalf of the owner (Chatham Park Investors LLC) shall be sufficient. C. Engineering Plans: 1. Per [15A NCAC 02U .0201(c)(1)], engineering plans for the entire system shall be provided. The resolution of the engineering plans provided makes features difficult or impossible to distinguish. Please resubmit a higher resolution set of plans that illustrate the entire system. 2. Additionally, no profile views for the planned reclaimed water lines have been provided. These engineering plans shall be provided within the permit application. D. Specifications: 1. No Comment E. Engineering Calculations: 1. No Comment 40 WithersRavenel 00 Our People. Your Success. December 2, 2022 NCDEQ - Non -Discharge Branch ATTN: Mr. Cord Anthony 512 N. Salisbury Street Raleigh, NC 27604 RE: Chatham Park - Section 6.2 Phase 1 RWDL Is' Reclaimed Water Review NCDEQ Project No. WQ0043706 WR Project No. 02150098.31 Dear Mr. Anthony, We are writing this letter in response to comments dated October 27, 2022. Each of the comments are repeated below, followed by our response. NCDEQ - NON -DISCHARGE BRANCH - RECLAIMED WATER DISTRIBUTION LINES Mr. Cord Anthony, Engineer I, Division of Water Resources Property Ownership Documentation 1. According to the Chatham County GIS Application, the current owner of the property differs from the entity included within the Chatham Park - Section 6.2 Phase 1A RWDL Application. Per [15A NCAC 02U .0201(e)], documentation of ownership, lease, and/or easements shall be included within the permit application. Alternately, an agreement explicitly giving the Town of Pittsboro authority to apply for the construction of the reclaimed water distribution line on behalf of the owner (Chatham Park Investors LLC) shall be sufficient. RESPONSE - Letter of Authorization giving explicit authority to the Town of Pittsboro to apply for the construction of the reclaimed water distribution line on behalf of the owner, Chatham Park LLC, is included with this resubmittal. Engineering Plans 2. Per [15A NCAC 02U .0201(c)(1)], engineering plans for the entire system shall be provided. The resolution of the engineering plans provided makes features difficult or impossible to distinguish. Please resubmit a higher resolution set of plans that illustrate the entire system. RESPONSE - Plans for the entire system in a higher resolution have been included with this resubmittal. 3. Additionally, no profile views for the planned reclaimed water lines have been provided. These engineering plans shall be provided within the permit application. RESPONSE - Profile views for the planned reclaimed water lines have been included within the permit application. Sincerely, WithersRavenel Gareth C. Avant, PE, Senior Project Manager 115 MacKenan Drive I Cary, NC 27511 t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479 Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington CHATHAM PARK INVESTORS LLC 105 WESTON ESTATES WAY CARY, NC 27513 December 1, 2022 North Carolina Department of Environmental Quality Division of Water Resources Attn: Cord Anthony 512 North Salisbury Street 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Re: Application for Reclaimed Water Line Permit Application No. WQ0043706 Property: Chatham Park — Section 6.2 Phase I RWDL Dear Mr. Anthony: This letter is responding to item B.1. in your October 27, 2022, letter to Pittsboro Town Engineer Kent Jackson regarding the above -referenced application. This is to confirm that Chatham Park Investors LLC authorizes the Town of Pittsboro to apply for a permit to construct reclaimed water distribution lines on the above -referenced Property owned by Chatham Park Investors LLC and to construct reclaimed water lines or have reclaimed water lines constructed pursuant to the permit issued pursuant to such application. Please let me know if you have any questions or need any additional information. Sincerely, Chatham Park Investors LLC By: "' At Title: DocuSign Envelope ID: 6FCD0951-FD1F-4FFF-92A2-EF82449AA508 M U 0 Of L, a- 0 0 N 0 N T L H m 3 U 0 0 U 0 U CL 0 U Q U m U 0 00 0 0 C 0 0 0 1 Y SURVEY BENCHMARK NOTE BENCHMARK IS INC GRID MONUMENT "GUNTER" NAD 83 (2001), N 716,792.43, E 1,954,320.02 NAVD 88/GEOID 12B ELEVATION: 418.86' GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN DESIGN AND CONSTRUCTION STANDARDS. 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ON THIS PROJECT MAY BEGIN. SUMMARY INFORMATION DEVELOPMENT NAME: OWNER / DEVELOPER: LOCATION: CHATHAM COUNTY PARCEL #'S (PIN #'S) ZONING DISTRICT: PROPOSED USE: CHATHAM PARK SECTION: CHATHAM PARK VILLAGE CENTER PHASE 1 CHATHAM PARK INVESTORS LLC EAST OF CHATHAM PARK WAY AND NORTH OF HWY 64 TRACT 10: 94479 (UNASSIGNED) TRACT 14: 71493 (9762-03-4906) PDD SINGLE FAMILY DETACHED, AND RESIDENTIAL TOWNHOMES 6.2 SITE DATA SITE DATA - VILLAGE CENTER PH 1 PHASE 1 AREA 29.14 [AC] ACREAGE / R/W 8.81 [AC] ACREAGE TOTAL MINUS R/W 20.33 [AC] PROPOSED LIMITS OF DISTURBANCE 59 [AC] PROPOSED PH1 IMPERVIOUS AREA TOTAL 15.40 [AC] Phase 1A Phase 1B STREETS 3.77 [AC] STREETS 2.21 [AC] GRAVEL FIRE/ACCESS LANES 0.24 [AC] GRAVEL FIRE/ACCESS LANES 0.00 [AC] 5' SIDEWALK 0.92 [AC] 5' SIDEWALK 0.42 [AC] 10' MULTI -USE PATH 0.50 [AC] 10' MULTI -USE PATH 0.27 [AC] LOTS 6.30 [AC] LOTS 0.76 [AC] PROPOSED # OF LOTS 115 [EA] PROPOSED # OF LOTS 14 [EA] MIN. TOWNHOME LOTAREA 2024 [SF] MIN. TOWNHOME LOT AREA 2024 [SF] MEDIAN TOWNHOME LOT AREA 2072 [SF] MEDIAN TOWNHOME LOT AREA 2072 [SF] AVERAGE TOWNHOME LOT AREA 2190 [SF] AVERAGE TOWNHOME LOT AREA 2190 [SF] MIN. SINGLE FAMILY LOTAREA 3024 [SF] MIN. SINGLE FAMILY LOT AREA 3024 [SF] MEDIAN SINGLE FAMILY LOT AREA 3458 [SF] MEDIAN SINGLE FAMILY LOT AREA 3458 [SF] AVERAGE SINGLE FAMILY LOTAREA 3423 [SF] AVERAGE SINGLE FAMILY LOT AREA 3423 [SF] LOTS LOT NUMBERS TOTAL LOTS LOT NUMBERS TOTAL SINGLE FAMILY 4547-4560 & 4609-4629 35 SINGLE FAMILY 45014514 14 4515-4546 32 4515-4546 0 TOWNHOMES 4561-4608 48 TOWNHOMES 4561-4608 0 LF OF STREETS 3579 [LF] LF OF STREETS 3111 [LF] LF OF ALLEYS 3150 [LF] LF OF ALLEYS 0 [LF] LF OF 5' SIDEWALK 6680 [LF] LF OF 5' SIDEWALK 3060 [LF] LF OF 10' MULTI -USE PATH 1830 [LF] LF OF 10' MULTI -USE PATH 1975 [LF] LF OF 30" CURB & GUTTER 8379 [LF] ILF OF 30" CURB & GUTTER 5495 [LF] TOTAL LF OF WATERLINE 6254 [LF] TOTAL LF OF WATERLINE 3106 [LF] LF OF 6" WATERLINE 2532 [LF] LF OF 6" WATERLINE 0 [LF] LF OF 8" WATERLINE 3722 [LF] LF OF 8" WATERLINE 765 [LF] LF OF 12" WATERLINE 0 [LF] LF OF 12" WATERLINE 2341 [LF] LF OF 4" RECLAIM WATERLINE 2518 [LF] LF OF 4" RECLAIM WATERLINE 2277 [LF] LF OF STORM DRAINAGE 6721 [LF] ILF OF STORM DRAINAGE 1587 [LF] LF OF SEWER LINES 5202 [LF] ILF OF SEWER LINES 1370 [LF] PARKING SUMMARY REQUIRED PROVIDED* SINGLE FAMILY 2 SPACES/UNIT 2 SPACES/UNIT TOWNHOMES 2 SPACES/UNIT 4 SPACES/UNIT 0.25 GUEST/UNIT 270 354 ON -STREET PARKING (PROVIDED BUT NOT REQUIRED) 209 SPACES MAIL KIOSK 6 SPACES (INCL. 1 ADA SPACE) *PROVIDED PARKING MAY VARY WITH FINAL PRODUCT SELECTION BUT SHALL NOT BE LESS THAN THE MINIMUM REQUIRED SEWER ALLOCATION SEWER ALLOCATION PHASE1A PHASE 1B LOT TYPES UNITS FLOW FACTOR TOTAL (GPD) LOT TYPES UNITS FLOW FACTOR TOTAL (GPD) SINGLE FAMILY SINGLE FAMILY 3-BEDROOM 67 3 BR x 60 GPD 12,060 3-BEDROOM 14 3 BR x 60 GPD 2,520 TOWNHOME TOWNHOME 3-BEDROOM 48 3 BR x 60 GPD 8,640 3-BEDROOM 0 3 BR x 60 GPD 0 20,700 2,520 MINIMUM FRONT SETBACK: MINIMUM TO GARAGE FRONT MINIMUM SIDE SETBACK: MINIMUM REAR SETBACK: SETBACKS SINGLE FAMILY DETACHED 10' (5' TO ALLEY) 20' 3' (5' OFF ROW/ALLEY) 3' (GARAGE), 10' (PORCH) DUPLEX, ROW HOUSE, TOWNHOUSE 10, 18' PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS: NICHOLAS ANTRILLI, PE ALICIA ALBINI WITHERSRAVENEL, INC. WITHERSRAVENEL, INC. 115 MACKENAN DRIVE, CARY, NC 27511 aalbini@withersravenel.com FAX: (919) 467-6008 TELEPHONE: (919) 238-0373 nantrilli@withersravenel.com 0' (5' CORNER) T (GARAGE), 10' CONSTRUCTION DRAWINGS FOR C:HATHA 2 0 0 SECTION 6.2 SUBDIVISION PHASE 1 A & 1 B PITTSBORO, CHATHAM COUNTY, NORTH CAROLINA DUNE 2712022 1 u 7--7T 717 -� ------------ 1''=500' M kil 21Eq DEVELOPER/OWNER CHATHAM PARK INVESTORS LLC 105 W ESTO N ESTATES WAY CARY, NC 27513 ATTN: MR. CHUCK SMITH, PLA, ASLA TELEPHONE: (919) 481-3000 FAX: (919) 677-8600 1 ................ d I \ l� LJ VICINITY MAP 0 4V PREPARED BY: WithersRavenet Engineers I Planners I Surveyors C,�o0CN o LL 00 J 0 Lcr)) co c� CY ��o� ' "' co " po �Nzz Z a w w Q N = � a •o a a C) z iY a z00 Ov ~ U U N � `1 �CZ �Q z a 057 U Q Q U Sheet Number Sheet Title C7.09 EROSION AND SEDIMENT CONTROL STAGE II PLAN C7.10 EROSION AND SEDIMENT CONTROL STAGE II PLAN C0.0 COVER C8.01 CHATHAM VILLAGE WAY STA. 10+00 - 22+00 PLAN & PROFILE C0.1 GENERAL NOTES AND LEGENDS C8.02 CHATHAM VILLAGE WAY STA. 22+00 - 34+50 PLAN & PROFILE C1.0 OVERALL EXISTING CONDITIONS C8.03 PARKLAND DRIVE STA. 10+00 - 20+00 PLAN & PROFILE C2.0 TREE COVERAGE AREA PLAN C8.04 PARKLAND DRIVE STA. 20+00 - 29+00 PLAN & PROFILE C2.1 OPEN SPACE AREA PLAN C8.05 BROADOAK LANE & WANDERING WAY PLAN & PROFILE C3.0 OVERALL SUBDIVISION PLAN C8.06 RAINFALL DRIVE & HILLWAY ROAD PLAN & PROFILE C3.1 SUBDIVISION PLAN C8.07 ROCKVILLE ROAD & PASSAGE DRIVE PLAN & PROFILE C3.2 SUBDIVISION PLAN C8.08 PENGROVE DRIVE & QUIETWOOD WAY PLAN & PROFILE C3.3 SUBDIVISION PLAN C8.09 LITTLE ROAD & MISTY WAY PLAN & PROFILE C4.0 OVERALL UTILITY PLAN C8.10 GRASMERE WAY & RELAXING WAY PLAN & PROFILE C4.1 UTILITY PLAN C8.11 TEABERRY DRIVE & TALL GRASS ROAD PLAN & PROFILE C4.2 UTILITY PLAN C8.12 SEWER OUTFALL PLAN & PROFILE C4.3 UTILITY PLAN C8.13 STORM OUTFALL PLAN & PROFILE C5.0 OVERALL STORM DRAINAGE AND GRADING PLAN C8.14 STORM OUTFALL PLAN & PROFILE C5.1 STORM DRAINAGE PLAN C9.0 SCM 1 PLAN AND DETAILS C5.2 STORM DRAINAGE PLAN C9.1 SCM 2 PLAN AND DETAILS C5.3 STORM DRAINAGE PLAN C9.2 SCM DETAILS C5.4 STORM DRAINAGE PLAN - AREA DRAINS C10.01 TYPICAL ROADWAY SECTIONS C6.1 GRADING PLAN C10.02 SUBDIVISION & ROADWAY DETAILS C6.2 GRADING PLAN C10.03 SUBDIVISION & ROADWAY DETAILS C6.3 GRADING PLAN C10.04 WATER & SEWER DETAILS C6.4 GRADING PLAN C10.05 WATER & SEWER DETAILS C7.00 EROSION AND SEDIMENT CONTROL NOTES & CALCULATIONS C10.06 WATER & SEWER DETAILS C7.01 OVERALL EROSION AND SEDIMENT CONTROL STAGE I PLAN C10.07 RECLAIMED WATER & SEWER DETAILS C7.01A OVERALL EROSION AND SEDIMENT CONTROL STAGE 1 MAP C10.08 STORM DRAINAGE DETAILS C7.02 EROSION AND SEDIMENT CONTROL STAGE I PLAN C10.09 STORM DRAINAGE DETAILS C7.03 EROSION AND SEDIMENT CONTROL STAGE I PLAN C10.10 EROSION CONTROL DETAILS C7.04 EROSION AND SEDIMENT CONTROL STAGE I PLAN C10.11 EROSION CONTROL DETAILS C7.05 EROSION AND SEDIMENT CONTROL STAGE I PLAN C10.12 NCDEQ NCG01 PLAN SHEET C7.06 OVERALL EROSION AND SEDIMENT CONTROL STAGE II PLAN L1.0 LANDSCAPE AND LIGHTING PLAN C7.06A OVERALL EROSION AND SEDIMENT CONTROL STAGE II MAP L1.1 SCM PLANTING C7.07 EROSION AND SEDIMENT CONTROL STAGE II PLAN L2.0 LANDSCAPE AND LIGHTING DETAILS C7.08 EROSION AND SEDIMENT CONTROL STAGE II PLAN 115 MacKenan Drive I Cary, NC 275111 t: 919.469.3340 1 license #: F-1479 I www.withersravenel.com BOARD OF COMMISSIONERS PLAN APPROVAL PROJECT NAME: CHATHAM PARK SECTION 6.2 RESIDENTIAL SUBDIVISION PHASE 1 PROJECT NUMBER: TOP #SUB-2020-02 APPROVAL DATE: 05/24/2021 TOWN OF PITTSBORO CONSTRUCTION PLAN APPROVAL ENGINEERING: DATE: PLANNING: DATE: PUBLIC WORKS: DATE: FIRE DEPARTMENT: DATE: EROSION CONTROL: DATE: I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, THE LATEST EDITION OF THE INFRASTRUCTURE & UTILITY DESIGN AND CONSTRUCTION STANDARDS OF THE TOWN OF PITTSBORO AND OTHER APPLICABLE TOWN ORDINANCES AND POLICIES. THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES THAT THE TOWN OF PITTSBORO DESIGN AND CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEET N/A OF THESE DRAWINGS. FURTHERMORE, THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY SITE PLAN FOR THIS PROJECT. °pp 000000000000 CAR °° ° o GOO CpoOI/ 00O o°Q�oFESS/oo o �9ry°oo ® o SEAL o 0 o G o o 38549 o o DocuSigne �6°GGNCINE�-�° KNOW WHAT'S BELOW. FG GOGGG CALL BEFORE YOU E,05F54902A61F438 000P°°7/14/2022 DIG._.. DocuSign Envelope ID: 3159BB8E-1 5BO-434C-BE99-61 EDA7E2ED4F W W < = 1� I" W W I 09 I I I I , �l , I , , \ I \ \ I , \1 I 'I/ I 1-1 I I I I I , I � I N I I I f I N / I / / , I I , - \ ,� � /-,\ ,\ I, I \\ \, ,�<"\,�\ -159 1 \, \ , I 1, __ \ `1 - _� \ \ -\ I \\ I\, I / / I " / - /�,, _- --- __ __ I -;;;, I I I I - , I - I I -_� , ,- - ___- __ _- __ ___ - . 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DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 x V Cz 0 I \ \ 1 I INTERMITTENT \ STREAM FUTURE DEVELOPMENT SECTION 6.2 PHASE 2 \N— L 1 _ NE NOW OR FORMERLY \ CHATHAM PARK INVESTORS LLC DB 1382, PG. 374 PB 93, PG. 279 AKPAR: 7255 PIN:9752-64-4157 ZONING: PDD LAND USE: VACANT NEW TRACT11 PB 2020, PG. 50-56 1,752,695 SF I40.236 AC FUTURE EXTENSION NCDOT PROJECT (R-5930) / ZO START IOF OF T / \ \ \ _ ` 20 \ INTERMITTENT ' ZONE 2 STREAM CHANNEL 30 ZONE 1 ' I \ - ------� \ ZONE 1 NE V, \ _ ZONE i END OF CONSTRUCTION WANDERING WAY STA.16+19 PN cNP-�HPM�e �R(�� 63' PUBLIC R/W 27' B-B � 63 PUBLIC R/W 38' B-B � P\APSE FUTURE DEVELOPMENT 602PUB1 B ICR/W ' 20 4615� 4616 o .� FUTURE DEVELOPMENT o \ \ ' \ C,-, O \ EX. STRIPING \ oN \ \ \ \ T) EX. MEDIAN \ \ \ \N� �� -7 � � I Qi10 � NOW OR FORMERLY I CHATHAM PARK INVESTORS LLC <�LL DB 1382, PG. 3771 DB 1471, PG. 1 DB 1475, PG. 311 RALPH C. MILLS SURVEY \ QUINCE WOMBLE HEIRS SURVEY I TROY M. HOWARD ENTERPRISES SURVEY \ (SEE MAP REFERENCES) I AKPAR:7313 1 PIN:9752-62-0000 ZONING: PDD I LAND USE: VACANT I NEW TRACT 8 II PB 2020, PG. 50-56 368,550 SF / 8.461 AC SUTTLES ROAD (70' PUBLIC R/W) NOW OR FORMERLY CHATHAM PARK INVESTORS LLC DB 1393, PG. 10031 DB 1471, PG. 1 DB 1475, PG. 311 PB 2005, PG. 343 RALPH C. MILLS SURVEY QUINCE WOMBLE HEIRS SURVEY (SEE MAP REFERENCES) AKPAR:72791 PIN:9752-41-4829 ZONING: PDD LAND USE: VACANT NEW TRACT PB 2020, PG. 50-56 181,016 SF 14.156 AC 20' \ END OF CONSTRUCTION \ ROCKVILLE ROAD STA.13+08 \ PHASEB PHASE 1A 63' PUBLIC R/W 34' B-B EX. PROPE— END OF CONSTRUCTION / RAINFALL DRIVE STA. 16+19 HgTHgM IL (67- P�BLIC R wGE WAY FUTURE DEVELOPMENT NOW OR FORMERLY CHATHAM PARK INVESTORS LLC DB 1382, PG. 377 1 DB 1393, PG. 1003 TRACT 14 - PB 2021, PG. 48-52 AKPAR: 71493 PIN:9762-03-4906 ZONING: PDD LAND USE: VACANT 67' PUBLIC R/W 34' B-B / f 1 60' PUBLIC R/W / / 4501 4502 / 4503 4504 1 ` /r 27'-41' B-B / / I 1 if \/ 4505 / 4506 I 1 1 /1 1 \/ 4507 / I 1 l J 24' l ` I /e/(4 509 GENERAL NOTES: 1. PROPERTY BOUNDARY SHOWN AS PROVIDED BY WITHERSRAVENEL, INC. 2. TOPOGRAPHIC SURVEY SHOWN AS PROVIDED BY WITHERSRAVENEL, INC., MCKIM&CREED LIDAR AND NCDOT SURVEY. 3. PROPERTY DOES NOT FALL WITHIN FEMA FLOODPLAN PER FEMA FIRM MAPS 3710975100J & 3710975200J, EFFECTIVE DATE FEBRUARY 2, 2007. 4. STORMWATER DISCHARGES INTO TRIBUTARY OF HAW RIVER. 5. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 6. THIS PROJECT IS LOCATED IN THE JORDAN LAKE NUTRIENT MANAGEMENT WATERSHED. 7. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE. 8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. END OF CONSTRUCTION HILLWAY ROAD STA.16+24 4515 - PNq SE 1 / 4510 / 4511 4512 1 1 �� / . /\/ 4513 / / 4516 ` 4519 cRPNASE 24' 1 1 / 4514/ END S CONSTRUCTION AS�jERE q 1 CHATHAM 4517 4520 , 1 PRIv. A)' 452 / / VILLAGE WAY Q 4518 / 3 4521 I` / STA.33+20 J U Z ; / 4522 _ 4525 O 60' PUBLIC R/W 4528 a 4531 k a 24' ��/// Q- 27 -41 B-B 4529 / 4532 _ 4535 1 N 1 / -/ 24' Q -_ 4530 / / 4533 4536 // 4539 / 4534 4537 k _ 4540 Q / / - 4543 /Q 4538 ` --m _j� I ` 4541 _ 4544 /Q� 4542 / 1 1 24' /� � /4547 1 / / 4545 / /� m / 4548 4549 I � 1 O/\/@/(94551 1 I / A4546/ 4552 4553 / (24, PRIV RY RSV ` ,/ e \/O/ R/Wj 1 ` l2 /e/(4 555 1 I l =` / ` / 1 4556 4557 / / 61' PUBLIC R/Wi / 4558 / L / Z / 4559 / 4560 / 24 I / / PARKLANO O - l (61'PUBLICR/VV) START OF INTERMITTENT STREAM CHANNEL Nw I `u Z t o 0 0 \\\\\\ N \ \ I I START / �_ \ STREAM CHANNELIAL O N OF � M \ \ \\ \\\\ I I o�``� off/ / \� INTERMITTENT O � / `� 1 EXISTING CURB \ STREAM �/ (TO BE REMOVED) 4, I \ / J I / / / GRAVEL ACCESS ROAD, DESIGN BY OTHERS I/ PERENNIAL STREAM SCM #1 / \ S0, (WET POND) 4 / ? \ \\oNF1 \ \\ 1 ?o 1 \ ` \ \ �F2 20 \ \ \\ START OF PERENNIAL NF3 \ \ % I \ STREAM CHANNEL , �\ S0 \ \ \ \ \N FORCE MAIN (DESIGN BY OTHERS ( \ \ \ TOP # CD-2021-06) \ \ \ 1 I NOW OR FORMERLY - � \ � - � �� l CHATHAM PARK INVESTORS LLC \ / �_ DB 1382, PG. 3741 DB 1382, PG. 377 \ \ �� \ / (D PUMP STATION \ � � (DESIGN BY OTHERS DB 1393, PG.1471, PG. 1 \ \ \ 1� I TOP #CD-2021-06) DB 1475475,, PG.. 311 PB 93, PG. 2791 PB 2005, PG. 343 \RENNIAL_ ► 7 RALPH C. MILLS SURVEY - / � QUINCE WOMBLE HEIRS SURVEY PE STREAM TROY M. HOWARD ENTERPRISES SURVEY (SEE MAP REFERENCES) AKPAR: 82958 PIN:9752-61-8769 —� \ ZONING: PDD - - LAND USE: VACANT \ NEW TRACT12 PB 2020, PG. 50-56 644,462 SF / 14.795 AC \ C i 4609 co -O 4617 � / 4610 . N 4618 A 4619 \ 4612 \� 4620 _ 4313 rn �� E RO PD \ I ?10 a P N.RI`IIl \ 4629I �� , 4627 4628 \ \ 4625 4626 \ \ \ 4622 4623 4624 \ \ \ FUTURE DEVELOPMENT 60' PUBLIC R/W 27'-41' B-B I I 24 I 4593 I 4585 G U C _I 24' � 4 ROVE DF (24' PRIV. RAN) ARKLANp pRIVE r I END OF CONSTRUCTION PENGROVE DRIVE STA.12+37 / I END OF CONSTRUCTION LITTLE ROAD STA.12+37 24' / 7 4608 61' PUBLIC R/W / 27'-34' B B / 4577 457E 456 `4564 �Q 4569 a 4570 4571 ' C_ PRIV. 4581 END OF CONSTRUCTION PARKLAND DRIVE STA.28+77 NOW OR FORMERLY CHRISTOPHER MICHAEL WATKINS and wife LINDA CALLIHAN WATKINS DB 722, PG. 47 LOT 12 PRINCE CREEK PB 87, PG. 314 1 PB97, PG. 207 AKPAR:66937 PIN:9752-71-8200 ZONING: RESIDENTIAL AGRICULTURE LAND USE: RESIDENTIAL 64 R/W: DB 699, PG. 874 SUBDIVISION NOTES: 1. DRIVEWAYS ON CORNER LOTS SHALL BE ON THE FAR SIDE OF THE LOT. 2. ALL SINGLE FAMILY UNITS ARE REQUIRED TO PROVIDE 2 PARKING SPACES EITHER IN A GARAGE AND/OR DRIVEWAY. 3. ALL DRIVEWAYS USED TO ACCOUNT FOR 2 PARKING SPACES SHALL BE A MINIMUM OF 16' WIDE AND HAVE A MINIMUM 20' LENGTH, MEASURED FROM THE BACK OF SIDEWALK/ MULTI -USE PATH. IN CASES WHERE THERE IS NO SIDEWALK/ MULTI -USE PATH, THE MINIMUM 20' LENGTH SHALL BE MEASURED FROM THE RIGHT-OF-WAY. 4. DRIVEWAY PARKING IS REQUIRED TO BE 20' IN LENGTH TO COUNT TOWARDS PARKING REQUIREMENT, MEASURED FROM THE BACK OF SIDEWALK/ MULTI -USE PATH. IN CASES WHERE THERE IS NO SIDEWALK/ MULTI -USE PATH, THE MINIMUM 20' LENGTH SHALL BE MEASURED FROM THE RIGHT-OF-WAY. PARKING CALCULATION CHART SINGLE FAMILY WI DETACHED GARAGE (28 UNITS) 2 SPACES/UNIT REQUIRED 0 GUEST SPACES REQUIRED 2 SPACES/UNIT PROVIDED (GARAGE) SINGLE FAMILY (53 UNITS) 2 SPACES/UNIT REQUIRED 0 GUEST SPACES REQUIRED 2 SPACES/UNIT PROVIDED (GARAGE/DRIVEWAY) TOWNHOME (48 UNITS) 2 SPACES/UNIT REQUIRED 0.25 GUEST SPACES/UNIT REQUIRED 4 SPACES/UNIT PROVIDED (GARAGE/DRIVEWAY) ON STREET PARKING PROVIDED: 209 SPACES KIOSK PARKING PROVIDED: 5 REGULAR SPACES, 1 ADA SPACE PROPOSED SPEED LIMIT AND STREET CLASSIFICATION ROAD CLASSIFICATION R/W WIDTH SPEED LIMIT CHATHAM VILLAGE WAY PUBLIC STREET 63' 25 MPH BROADOAK LANE PUBLIC STREET 60' 25 MPH WANDERING WAY PUBLIC STREET 60' 25 MPH RAINFALL DRIVE PUBLIC STREET 60' 25 MPH HILLWAY ROAD PUBLIC STREET B0' 25 MPH PARKLAND DRIVE PUBLIC STREET B1' 25 MPH ROCKVILLE ROAD PRIVATE ALLEY 20' PASSAGE DRIVE PRIVATE ALLEY 20' PENGROVE DRIVE PRIVATE ALLEY 24' QUIETWOOD WAY PRIVATE ALLEY 24' MISTY WAY PRIVATE ALLEY 24' LITTLE ROAD PRIVATE ALLEY 24' TEABERRY DRIVE PRIVATE ALLEY 24' RELAXING WAY PRIVATE ALLEY 24' TALLGRASS ROAD PRIVATE ALLEY 24' GRASMERE WAY PRIVATE ALLEY 24' MAXIMUM ALLOWABLE IMPERVIOUS SURFACE (MATS) AREA PER LOT SUMMARY LOT(S) MAIS S.F. 4501-4514 & 4547-4560 2,400 4515-4546 & 4609-4629 2,100 4561-4608 2,000 GRAPHIC SCALE 100 0 50 100 200 1 inch = 100 ft. o U C o C 0 > 4J aj > 3 / 3 > l/1 rn r` ro r � v r u Ln N M 01 10 i v rn QJ r Ln N W z v v Y O AWN LO Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR .••''� CAR •. �� ••• .90 . veeeeeu.%04�w ••• SEAL -9r e e 38549 g Do ,.� ��el[y6r'etI��\v•• 05F54902A61E438!•0*88;6•• 202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C3.0 DocuSign Envelope ID: 6FCDO951 -FD1 F-4FFF-92A2-EF82449AA508 u o: 0 LL ' I \ \ 1 \ INTERMITTENT \ STREAM \N- \ L \ \ � ��ZONE3 I NOW OR FORMERLY \ CHATHAM PARK INVESTORS LLC DB 1382, PG. 374 PB 93, PG. 279 AKPAR: 7255 PIN:9752-64-4157 ZONING: PDD LAND USE: VACANT NEW TRACT 11 PB 2020, PG. 50-56 1,752,695 SF / 40.236 AC \ \ ZONE1 \ \ ZONE 1 20'. FUTURE DEVELOPMENT SECTION 6.2 PHASE 2 START OF \ INTERMITTENT STREAM CHANNEL I I / 12" DIP WATERLINE TO BE EXTENDED WITH FUTURE PHASE � P� GE Np,-�HP'M ve��cR�`M i - NNt 8" DIP WATERLINE TO BE C �65 - EXTENDED WITH FUTURE PHASE ---- W �W �S 000-0 R c n REMOVE BLOWOFF AND TIE TO 12" DIP (WATERLINE) 4" PVC RECLAIMED WATERLINE TO BE 8" DIP WATERLINE TO BE - EXTENDED WITH FUTURE PHASE EXTENDED WITH FUTURE PHASE W� W W W SS W W W� 1 W R - W _ R ___---------PHASE 1B -R S� WAR PHASE 1A A Q�nc �v \ \ 8" DIP WATERLINE TO BE I I Pc i 4" PVC (RECLAIMED \\ 7' `\ EXTENDED WITH FUTURE PHASE WATERLINE) (TYP.) _ II 4s8s REMOVE BLOWOFF AND TIE TO EX. 4" PVC (RECLAIMED WATERLINE) EX. 12" \\ WATERLINE REMOVE BLOWOFF AND TIE TO 8" DIP (WATERLINE) �L Z FROM TOP # vP 7 CD-2021-06) 7,�3 y 7- 4- � 1 Qi � NOW OR FORMERLY CHATHAM PARK INVESTORS LLC DB 1382, PG. 3771 DB 1471, PG. 1 P DB 1475, PG. 311 t7 RALPH C. MILLS SURVEY QUINCE WOMBLE HEIRS SURVEY EX. 8" RECLAIMED - TROY M. HOWARD ENTERPRISES WATERLINE (TYP.) SURVEY (DESIGN REFERENCE (SEE MAP REFERENCES) FROM TOP # AKPAR: 7313 CD-2021-06) PIN:9752-62-0000 ZONING: PDD LAND USE: VACANT NEW TRACT PB 2020, PG. 50-56 368,550 SF / 8.461 AC SUTTLES ROAD (70' PUBLIC R/W) NOW OR FORMERLY CHATHAM PARK INVESTORS LLC DB 1393, PG. 10031 DB 1471, PG. 1 DB 1475, PG. 311 PB 2005, PG. 343 RALPH C. MILLS SURVEY QUINCE WOMBLE HEIRS SURVEY (SEE MAP REFERENCES) AKPAR:72791 PIN:9752-41-4829 ZONING: PDD LAND USE: VACANT NEW TRACT 9 PB 2020, PG. 50-56 181,016 SF / 4.156 AC R NOW OR FORMERLY CHATHAM PARK INVESTORS LLC DB 1382, PG. 377 1 DB 1393, PG. 1003 TRACT 14 - PB 2021, PG. 48-52 AKPAR:71493 PIN:9762-03-4906 ZONING: PDD LAND USE: VACANT EX. PI;OPE- _ 4" PVC RECLAIMED WATERLINE TO BE EXTENDED WITH FUTURE PHASE CHAP -HA `ILL ` (67,p ,3 Rw/AGE WAY VV 8" DIP WATERLINE TO BE EXTENDED WITH FUTURE PHASE ED WATERLINE) (TYP.) 8" DIP (WATERLINE) / / �/ �^ R VV asol 4502 � � � R 12" DIP WATERLINE TO BE VV r / aso3 O / `_ R I,y EXTENDED WITH FUTURE PHASE 4505 � 4504' O ' 4506 4507 I � � LW / 4508 ` w�� ` � 4�,A;SEO`451045611� 4513 O 4514 4562 /8` 4519 cRgs 4" PVC RECLAIMED WATERLINE TO BE 4563 4566 (24 /� ,MERE EXTENDED WITH FUTURE PHASE N. , 4517 4520 PRIV R/ � A)' VV 4564 �Q 3 \ 4s67 co ` IN) 4523 �- W / >' 4568 / Q 4518 Q 521 W / v (� 45 2 6" DIP WATERLINE as7oco 4573 / Q a Z ! 8 p asza 8Z o as31 Q v 6" DIP WATERLINE `b Q 4571 / � 10 4s7s 4572 O 4535, r _ N / - � C')�. 4530 / 4536 4" PVC (RECLAIMED RSs � ` 534 4537 / / LE ROgp W W L/ a o �� WATERLINE) (TYP.) (24' p / i 4s77 4578 4579 5 R/W) / / , / S` W �� 4538 ` 4541 4544 `+ I/ I 4582 4583 4584 / I -�/`per w� l� �l� ` _4542 O - / / 4547 / 4548 / I - w` w ' _ J 4545 / /F j 4622 W W / 4549 I 1' �� ` 4546 ` 4 \ \ 4621 \O / W� W W W- I OI O ` 4550 4551 I EABERRY _ \ \ W �\ I I O 4552 / (24' pR� �R/V10 8" DIP WATERLINE TO BE I ; O 45s3 / assa V R/wj / �2 EXTENDED WITH FUTURE PHASE W i �� - - - - DRNE - - _ R I, VV ,' \ 8" DIP WATERLINE TO BE y W R, ' PA (61' PUBLIC R/W) �L �`_``� RR VV w l I I I O asss 4559 asso EXTENDED WITH FUTURE PHASE / R j i I / �!` S i R 8" DIP WATERLINE TO BE / - - I 8" DIP WATERLINE TO BE � EXTENDED WITH FUTURE PHASE EXTENDED WITH FUTURE PHASE PAR _i , , S� w W/ ^-�- \ I 4" PVC (RECLAIMED / (6K�AN ORIV ` �` ` S • �' WATERLINE) (TYP) PUgIE � / \ p 4594 \J � �i I 4586 C: \ 8 o i 4617 W I as87 _ m asssZ 44596 4588C m O4609 ;057 ^IQ n Z 4I1 u^q 4589 O I \ \ 4610 N l4618 SI J D 4598 o G 4590 \\ � 4611 L m 4619 DI � 4s99 4591 zi I Z -'Z ' I- 4620 - _ I I -4592 _ I \ a613 rn SS W 8- PENGROVE DRIVE I I \\ N \ � ROP'D ` I I I (24' PRIV. RAN) / OOO O \ ROGKv PRv RI�� ` 4629 I 4602 4603 4604 4605 4606 4607 4608 4601 O \ (20 4626 4627 4628 ` � \ \\ \ \• 4623 4624 (625 O ` ` / \ •r _ - - \ O � AIR RELEASE I R/w% ` `~ REMOVE BLOWOFF AND TIE VALVE ASSY. / 4" PVC (RECLAIMED WATERLINE) \ / I \ \ (TO BE LOCATED AT HIGHPOINT) START OF INTERMITTENT\ \ r \ w STREAM CHANNEL \ \ w Z Z O \ \ \ \ I NN NN \ \\ STA T bF PERENNIAL \ o (RI\ / / _ STR CHANNEL \ \ \ \ \ \ ��"' \ \ I I \ \ do !tio�/ INTERMITTENT 1 \ \ \ \ STREAM CONNECT TO EX. MH \ (DESIGN REFERENCE FROM McKIM & CREED PLAN'VILLAGESOUTH \ \ \\ \ �+ \ � PUMP STATION AND I SCM #2 / UTILITIES' TOP # \ \ (WET POND) \ j CD-2021-06) PE ENNIAL \ \ S EAM SCM #1 (WET POND) NF2 \\\ \\ \ \ ( \\ \ START OF PERENNIAL I0NF3 2\ \ \ \ \ STREAM CHANNEL / �\ S0 \ \ \ \ �\ \N FORCE MAIN \ \ \ \ \ \ \ \ (DESIGN BY OTHERS ( \ \ \ TOP # CD-2021-06) \ I SANITARY SEWER \ I (DESIGN BY OTHERS \ \ \ I I \TOP # CD-2021-06) \ \ \ \ I �- �M \ NOW OR FORMERLY - - - \ el CHATHAM PARK INVESTORS LLC \ / �\ � \� I / � I EX. PUMP STATION DB 1382, PG. 3741 DB 1382, PG. 377 \ \ \ \ \ \ (DESIGN BY OTHERS DB 1393, PG. 10031 DB 1471, PG. 1 \ \ ( \ TOP #CD-2021-06) DB 1475, PG. 311 \ \ PB 93, PG. 2791 PB 2005, PG. 343 RALPH C. MILLS SURVEY PERENNIAL \_ _ QUINCE WOMBLE HEIRS SURVEY STREAM / TROY M. HOWARD ENTERPRISES SURVEY (SEE MAP REFERENCES) \ \ , ` - ------ - AKPAR: 82958 \ PIN:9752-61-8769 -\ \ ZONING: PDD - -- - \ LAND USE: VACANT NEW TRACT 12 PB 2020, PG. 50-56 644,462 SF / 14.795 AC \ 8" DIP WATERLINE TO BE EXTENDED WITH FUTURE PHASE 4" PVC RECLAIMED WATERLINE TO BE EXTENDED WITH FUTURE PHASE NOW OR FORMERLY CHRISTOPHER MICHAEL WATKINS and wife LINDA CALLIHAN WATKINS DB 722, PG. 47 LOT 12 PRINCE CREEK PB 87, PG. 314 1 PB97, PG. 207 AKPAR:66937 PIN:9752-71-8200 ZONING: RESIDENTIAL AGRICULTURE LAND USE: RESIDENTIAL 64 R/W: DB 699, PG. 874 TOWN OF PITTSBORO UTILITY NOTIFICATION NOTES: 1. THE OWNER/CONTRACTOR SHALL NOTIFY THE TOWN OF PITTSBORO AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION. ONCE CONSTRUCTION HAS BEGUN, AT LEAST 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO ANY SORT OF DISRUPTION TO THE TOWN'S SERVICES SUCH AS TAPPING WATER MAINS, OPERATING VALVES, CLOSING STREETS, PLUGGING SEWERS, ETC. 2. NOTIFICATION MUST BE PROVIDED BY DIRECT COMMUNICATION. VOICEMAIL OR EMAIL WILL NOT BE CONSIDERED PROPER NOTIFICATION UNLESS ADEQUATELY RESPONDED TO BY A TOWN OF PITTSBORO REPRESENTATIVE. 3. THE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL CUSTOMERS AFFECTED BY SERVICES INTERRUPTIONS. THE TOWN OF PITTSBORO WILL NOT APPROVE SERVICE INTERRUPTIONS UNTIL PROOF THAT PROPER CUSTOMER NOTIFICATION HAS BEEN PROVIDED. 4. EXISTING VALVES SHALL BE OPERATED ONLY WITH A REPRESENTATIVE OF THE TOWN OF PITTSBORO PRESENT. PIPE CORROSION POTENTIAL NOTES: 1. GEOTECHNOLOGIES, INC. WAS REQUESTED TO PROVIDE THEIR OPINION OF THE POTENTIAL FOR CORROSION OF DUCTILE IRON PIPE (DIP) INSTALLATIONS FOR THIS PROJECT. PER THEIR REPORT DATED 03/20/17, THERE ARE NO CORROSIVE SOILS ON SITE. UTILITY LINE SIZING NOTES: 1. WATERLINE SIZING BASED ON REPORT TITLED, "FIRE FLOW AVAILABILITY REPORT FOR PHASE 5.1 SUBDIVISION", PREPARED BY MCKIM & CREED, DATED APRIL 2019. FIRE ACCESS NOTES: 1. FIRE ACCESS MUST BE PROVIDED DURING CONSTRUCTION PHASE. 2. NO BUILDING MATERIALS ARE TO BE PLACED/ STORED IN MANNER AS TO PREVENT EMERGENCY VEHICLE ACCESS. UTILITY NOTES: 1. UTILITIES NOT LOCATED WITHIN PUBLIC ROW TO HAVE EASEMENTS DEDICATED ON THE FINAL PLAT GRAPHIC SCALE 100 0 50 100 200 1 inch = 100 ft. o 0 l/1 c o C 0 > �> �3 � 3 > l/1 rn r` ro LL � v /� °u' V / r0 _ J C0 N M 01 10 i v o, QJ r Ln N L1J z v aj v AFAF u u 0 V z o z O Q U Ln Q Q > mo 0 z in Cz >7 Z< < 0 = V) o ~ N tw^ u Q v U = Q = U z = a LD = cn O Z IL U ° O Lu O m U � � Job No. Drawn By 150098.31 W R Date Designer 06/27/2022 WR 000000000a000 N CAR 0 00 000 OF /041 °0' `9 00 0 0 0 o 0 SEAL ° ° 00 38549 0 2 0 \ ��' 0° oFNGINEF-� �v Docu S�one>'( v. o000p0000°O° op Q°l L05F54902A61E438 %oN°°°°... 7/ 14 2022 Revisions 1 SIGNATURE SET 06/27/22 Sheet No. C4.0 DocuSign Envelope ID: 6FCD0951-FD1F-4FFF-92A2-EF82449AA508 REMOVE BLOWOFF AND TIE TO 12" DIP (WATERLINE) ZONE \ ZONE 2 ZONE 3 50 1 / 8" BOA W/ 8" UE GV(WATER) CB 12"X8" CROSS (2)12" GV (1)8"GV #1 FHA „ 12" DIP (WATERLINE) W _ - R � R / / / CB-157 10' UE 12" 45° BEND \ (WATER) \ / / _ i i ' V MUPE � � 5'PUE . / / 4" PVC (RECLAIMED WATERLINE) (TYP.) G 4" 22.5° BEND ) (RECLAIMED WATER) (2) 4" 45° BEND � (RECLAIMED WATER) / REMOVE BLOWOFF AND TIE TO EX. 4" PVC RECLAIMED WATERLINE � M RR Q e \ NOW OR FORMERLY \ CHATHAM PARK INVESTORS LLC \ \ DB 1382, PG. 3771 DB 1471, PG. 1 DB 1475, PG. 311 RALPH C. MILLS SURVEY QUINCE WOMBLE HEIRS SURVEY \ \ TROY M. HOWARD ENTERPRISES SURVEY (SEE MAP REFERENCES) AKPAR:7313 PIN:9752-62-0000 ZONING: PDD LAND USE: VACANT NEW TRACT \ d PB 2020, PG. 50-56 368,550 SF / 8.461 AC d EX. 12" WATERLINE (TYP.) (DESIGN REFERENCE FROM TOP # CD-2021-06) \ M � M \ C✓ d �L Z P 7 70 7- O � 5 y rL �7 d EX. 8" RECLAIMED WATERLINE (TYP.) (DESIGN REFERENCE FROM TOP # CD-2021-06) R 8" BOA W/ 8" GV (WATER) a 11-M a 12"X8" CROSS a a (2) 12" GV a a (2) 8" GV #2 FHA a A 5' PUE AND 1' SE - - - W I W C"Pj�A 3' puBoc W/W� R SA a / W/W SS C 202.06 LF 8" PVC �W SS R/R G Q W Sy V 0 MH ` 1' MUPE S76° 23' 28.53"E a I P �5'PUE I I R PSE 1 P II � I pN a 217.12 LF 8" PVC I I a S80° 44' 56.90"E I / CB-158 CB-106A I I I CB-157 8" DIP (WATERLINE) \\ BOA PER 140.11 LF 8" PVC PHASING \ N09° 02' 01.40"E \ N \ I \ \ I CB-156A \ 8" BOA W/ 8" I GV(WATER) 8"X8" TEE (3) 8" GV N \ 4615 , � BOA PER \ 142.95 LF 8" PVC - \ Z I i rn PHASING o O \ \\ N09° 02' 01.40"E / - \ \ i� 46016 _ � W m F- j0 I \ - 4609 Z- u� 4617 46104618 169.86 LF 8" PVC 7-MH N20°03'41.51"E 4619 �� 05A cn \ I 4612 4113 i CB-351 8"X6"TEE T 8" DIP (WATERLINE) \� \ CB-155A \ 155 / \ \� \ \ \ \ \ 150.25 LF 8" PVC \ ' / CB-350 \ \\ \\ \ \ \\ \` N20° 03' 38.52"E \ N \ \ \ RO Pp \\ \ \ \ \\ \ \�\\ 4629 \\ \ \ \ \ CB-103A 290.03 LF 8" PVCROGIZp PRt;.RI \ \\ \\\ \ \ a62a \\ N09° 01' 12.15"E \ YI-154 \ \\ ` \ \\ \ \\ \ \ 4627 \\ O \ \ I 4 226 \\ \\\ \ \ I \\ \ \ \\ \ z� \ \ \ \ \ \ 4624 \\ \\ \ \ \\ \ ; � cn \ \ 4621 \\ \\ \ \ \ \ \ \ \ 5' PUE \\ \ CB-153 \ \\ \\ \ \ CB-101A \' W-~ 4" BOA W/ 4" GV (RECLAIMED) H CB-1091 12" DIP (WATERLINE) (3)4''GVE CB-108A----------------- - �� - ------------- - _ �W�W�W W W W W W _ W _ W W W SS SS SS SS W W W W� SS RJR R R R RJR R=S W-W S R�R - RJR= PHASE 1 B R R SS CB-109 PHASE 1A 13-MH - - -_ _ CB-108 S7.49 1' 6 PVC 1" METER - _- S70° 21' 06.34"E 1 MUPE 5' PUE (RECLAIM) 212.76 LF 8" PVC 256.50 LF 8" PVC B-107 S64° 09' 29.15"E S57° 24' 07.62"E CV U 5' PUE F-- w w CB-106 21-MH = U) - ` 20' SSE w _I z I I I v I II 266.91 LF 8" PVC Q N19° 40' 08.72"E I 4" PVC SCHEDULE 6" BOA WI 6" GV I 40 SANITARY SEWER SERVICE I 3/4" WATER METER (TYP. FOR I I (TYP. FOR ALL LOTS) ALL LOTS) I I 4593 I 1 - - Cn - - - I II I 4595 I A' I C 4596 I I � _ - - �J I O -u F. YI-104A I _ <° I I �0 I - , L I 4598 I I I 10' PDE I CB-105 6" DIP WATERLINE i 4599 I I I _ - BENDS I 20 MH \I I 4592-CB-104AA 10' PDE - , SS S YI-104 W W - - X CB-104 CB-104A OVE DRIVEPRIV. R/W) 1 1 1 1 I 1 139.75 LF 8" PVC I S69° 27' 02.16"E I I 1 4604 1 I 4605 1 4606 1 4607 I 4608 14601 1 4602 1 4603 I O I I I I I I I I I I 1 1 1 1 CB-103-5' PUE= \� #6 FHA CB-102AA - - - - - ,SW1M►jj I � ,� 1111110 1' �•1 CB-152 7i \ \ \ J.y� W S _ _ � 213.53 LF 8" PVC 22-MH CB-102B CB-102A S70° 34' 02.80"E 16-MH 85.43 LF 8" PVC / I R/ - � CB-102 5' PUE AND 1' MUPE N80° 58' 23.52"W #5 FHA / R ' UE 8" BOA W/ 8" W 1" METER 8" CROSS 8" DIP WATERLINE (WATERLINE) as REMOVE BLOWOFF AND TIE GV (WATER) CB-151 ab a W R i 17-MH (RECLAIM) (3) 8" GV TO 8" DIP (WATERLINE) 8" CROSS 7- a W �R R 220.01 LF 8" PVC 8" BOA W/ 8" GV(WATER) (3) 8" GV WiN I CB-101 S78° 53' 31.36"E 5' PUE W \ 55.50 LF 8" PVC 10' UE N09° 01' 36.48"E / W R 5 MH I NN ` `N/ 88.67 LF 8" PVC 6-MH N80° 58' 23.52"W I 4-MH \ \\ I JB-107 149.69 LF 8" PVC CB-150 \ N00° 59' 36.39"W / � I R \ \ 8"X8" TEE \ UE (3) 8" GV / / Q� \ I \ \ �p \ JB-106 JB-110 I \ JB-109 3-MH \\ \ � / � \ 5' PUE AND 1' MUPE 8" BOA W/ 8" \ I ) 105.50 LF 8" PVC \ \ \ I � \ 10' UE � REMOVE BLOWOFF AND TIE TO GV (WATER) N06° 43' 30.45"E\ \ I \ \ \ 4" PVC (RECLAIMED WATERLINE) \ On, one \ START OF INTERMITTENT \� STREAM CHANNEL \ \ \ 2-MH ZO O `I \ MANHOLE, TYP. \ \ O N w N 20' SSE \ 20'PDE,� \ \ co \ \ I \ \ \ MATCHLINE SHEET C4.3 20' PDE \ \ ) \ \ \ 267.51 LF 8" PVC N38° 39' 27.18"E - _ 6" BOA W/ 6" GV / 77 --- / 4562 4563 / 4564 / 4570 / 6 DIP WATERLINE / 4571 co 28-MH / 4572 26-MH - 6" BOA W/ 6" GV _ - CB-102BC 1 (2) 45 CB-102BB BEND YI-105 - W / 76.04 LF 8" PVC LIT7 LE R - D N57° 10' 25.60"W / (24' PRIV. R/W� 10, FIDE / / I 16"X6" TEE 139.82 L I 4577 / 4578 / / (3) 6" GV N54° 36' 1" METER O O I 4579 / 4580 / O / (RECLAIM) / / O / I 4581 / 4582 / 3 I CB-102BA 458 / / / / 3 CB- W-W aaa SS RJR R SS -W 23-MH 181.82 LF 8" PVC 204.96 LF 8" PVC 8"CROSS S62° 34' 14.51"E S54° 51' 23.75"E (3) 8" GV 24-M 8" BOA W/ 8" GV(WATER) 4" PVC (RECLAIMED WATERLI AIR RELEASE VA (TO BE LOCATED AT HI GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 ft. � E o u In O C 0 � > W L 3 V ro v 1 ^^ 11 NO W LL N (./ /'O J Gj to10 M 01 i Q) dJ v rn 01 iI r' LLJ U Z U v ILILc v Y AN AF Ln , ^ z I J V Z ° z�0 3: 0 "Ln a a > mo ILL 0 z 0 06 >- zaaZ LD = cn � o � ~ N W � a-� U= a= D U Z Z Q 0 a N O � --- z LL U ° O Lu O m U � � Job No. Drawn By 150098.31 W R Date Designer 06/27/2022 WR o°° °p00o0000000000 o �N CAR °° °o O °°0000000 ��0./ °op °moo°6F-sS/09' ?'y°o 0 SEAL r°o 0 °o o e ° 38549 0 0 0 0 2 o o ° o ° �o� l% ` o;vGlNEoo�14 .{��°�oyo�000001n°wA o N �cIAJ�a�°o00:77°o °p000000000°° 7/14/2022 OSF54902A61 E438... IRevisions lSIGNATURE SET 06/27/22 I Sheet No. C4.1 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 ��\ X\\ 525 M — 535 / °' 535 535 CHATHAM VILLAGE WAY 0 530 — — — — — — — — — (63 RAW) a 540 540' / 535 a 540-540 — i CB-159 / / , �^ 11 v vy vv Ir <v \ WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. 570 I I III .•:; ; NASE1A/ i / // ,' --- CB-156A " I LO HAPFR I w J I I \\ \l � \ � I I / � o� 0� SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. I• 0 _� 15 0 \ W I 1�+00 W W \V I +00 /W / W / S R R R- w/ I 18+� R R R — --7 CB-158 PHASE 1 B / / ---- "• n �- PHASE 1A 10-MH � �— \ I CB-156 80,4 A PER ; I -7 \ \ \ \ \ \ 1 / ( ( PNAS11VG I / � I I r 4o \ \ \ \ 46� \ \ \ \ \ 5 I 1 _ — — _461 II I \\11 —s3o� 46�60 I \ �`-1 J77777 CHATHAM VILLAGE WAY 535— 19+ 0 / — — CB-109 l / I^ 21�MH co d ,- \ 19-MH / 4,�85 / / / l / / / / � GRAPHIC SCALE / I 50 0 25 50 100 3 1 inch = 50 Ft. -7 f� � / _ // I 4594 1 / / ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO / \ / AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 570 SCALE: 1 " = 50' HORIZ. 1"=5'VERT. E Ln o C 0 > v i •3 QJ LL Nr rp — m Gj N M 01 NT i QJ v rn r r, N LLJ Z U v ILIL v Y AN AF Z VZ °� z�0 a a > o00 � a � � z G m 06 > zaa� 0 = cn rl- o ~ N Lu u a U= a= �Uz=Q �p�0au cn 0 z LL U ° Lu O 0 N U H Lu + V N Lu a N J J ' LL JC:)O + rC O a a 06 =az a U a C Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR 0p0p0000000000 C A 000 00000�� 'o R p� o000 ��*FESSoo9 o ° SEAL o o 38549 o ' N oo�9NGINE�� o F\voo o, 4 o ��;N 05F54902A61 E430.100000000 101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.01 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 \-- \ / ,, / / / r // /' // , / ,/ / I / ` \ ►/(/ III / , r / l l l l / l `'/ / / / l l / / �l l , I / / / ,/ ` \� Ioo 57 / / // I I I I I I/////� / 565 550 / / Do 360 1/ / / / // a o / .545 _-- •/ — __ — CB110A / —a a a / / / — / // // / / // // J W— i —� — // 14MH/ / 0 585 — — — —�-- _ W W WL ±00 13 MH — — *� — — Vli / / �a CHATHA / / / / / / / a ss / --- ,�— / � w 2s ow, / MVILLAGEWAY Sao �10 R R — ff,�O 15 MH / CB 207 (67' R/W580 ) PHASE 1 B - CB-110 / / , / R W / ww — � / // CB-109• — � — _ — — f , / / �/Z8+°� 575 _—j —� � // / // _ /� / / �� %' - ' -�•� .� � - - 1 A / / `'� / / / / / / r / / / �� I_ c6 2os / �� R ► w 2s+o �4— W 12-MH / �\ \\ I I / / / / (n r / , i /� // / r / / / / R R I3p1— R— jamp / I / / / /_-- / CB205 / 57° \\ �fR I �� 31 / / / / / — / / / / R � / :al r501 1 4502 I 4503 o / / / / / Q I 3 4504 / / '-� / / O 4505 ► -- \ / / / / / / � / / / / / / ( \ Z I • CB-204 � / 1 4506 I I 1 I / I — _ BOAP� s� I �� 45 7—__--- / PHAS'Q � I I 1 I f I I I p �50� l l I ►' /� a � � I I / / I / / I / r CB-204A 127 MH + I I 31 MH 1 1 I / I �I I / I \ 45 II 451(L� W / PHAS p I I I \ 570. _565 32 MH / / I I I / / I I � � � 3o-MH /I I / l I I I l l 1 \ 1 / ,� I 13+0 I I I I I BOA PE I I I � 4515 GRASMERE \ \ / I / I I LO 1 I l I I I \ 3 WAY_ PH / / I 36 MH I 1 I I ► / / / _ _ ' / _ / I I I I I —�-1 _ I I _ (24' R/W) - — — — _ A ; w �q I I / / / 1 / // PHASI` I I I C 55A= )ER \ \ \ \ \ \ \ \ \ 4519 PHASING \\ \ I I I 4545 I I 4 67 _I 66 i (� • I _ \ \ / 3 52+ I1 �— 17 4 IN \ I I I � CB 203 \ , WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. 585 UTILITIES AND STORM DRAINAGE NOTE: _ \ _ SCREENED BACK UTILITIES AND STORM DRAINAGE — SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 595 585 CHATHAM VILLAGE WAY 1 I 565 / I I 4523 I I `� \ \ } \ I\ \ I \ \ `\ GRAPHIC SCALE 45�4 I I - 5 7 6 \ \ I I \ \ 50 0 25 50 100 I I I I 145 5 I I I I 14�28 I I \ \ \ i \ \ \ \ \ \ 1 inch = 50 Ft. 0 to / _ \I \ \" \ \ \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO l / / �-/� J _ I \ \ \ \ AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 595 (M cD N O N CN u1 O Ln M O O Ln O of u.) 580 ON m� N _M Q+ + mN OQ ; M N M ; O� ACV ON m co r'N m Ucn _ (D m + 90 oN _ m UN O + ON mom— ou) N � '+ (O°nM m N O + u� m of + 04 590 58 — — — UU Uco U(0 575 570 / � \ �\ a \ HIGH PT STA: 29+71.43 HIGH PT EL: 571.87' — PVI STA: 29+40.00 PVI EL: 574.83' K: 63.2 I AD: -6.20 LVC: 392.15' 585 EGR (50') / / , / / LOW LOW PVI PT STA: 21+29.00 PT EL: 548.25' STA: 22+29.00 PVI EL: 549.25' K: 77.1 AD: 2.60 LVC: 2001.00' 85 57 EGR (50') EGCL } / \ - 580 o o W + co if) j J J j _ o Q O Of w is > M EGCL 80 57 �� _ _+ Q F u-Q Q ZF = Q Cn W \ J _+ coW � / u"U 565 o Lo (D rn (DNS 75 56 w EGL (-50') � EGL (-50') \ to I_ I+ r_ OM'r Q JFF W M Q 575 � � Al � \ 560 36�°I° 570 560 FGCL 570 / 4' MIN. FGCL 00000 4' MIN. 4"x4" TEE (RECLAIMED)- � 4' MIN. ?.60% 4' MIN. 555 I 565 555 12"x8" CROSS (WATER) TIE TO EXISTIING 565 3:1 4' MIN. / 4' MIN. RGP �5' �sRCP 12" DIP WATERLINE— 4" PVC RECLAIM WATERLINE (RECLAIMED) 18' MIN = ' AIR RELEASE VALVE AT HIGH PT �5" RCP / FUTURE FGCL BOA 550 / - FHA I (WATER) 60 55 18" MIN 18" MIN 18" 18"MIN FHA (WATER) 560 r 18" MIN 4" (RECLAIMED) I 12"x8" CROSS (WATER) 12" DIP 12" BOA WATERLINE F 1 4" PVC RECLAIM WATERLINE (WATER) 545 18' MIN ° PNc 2y650VP6 @39 555 55 54 g3 .66`F8 PVC@2a510 ° 540 50 540 550 Co. 75%o 212.76 LF V PVC 535 1 545-35545 N _7 O (2 of cD —oo Q 2 Lo m co uD +��AF NU�Z O Q�-coco _Lo co m Lo +ALOE O Lo V co (n +NF NCO Q 2 530 3 cn�? 540 � m m N O co N co (n OD � O � (D O O O I:N O O (O O (n O N O N OD M O m (D P_�'t O N (D(n N N O O m 114: V M In of O 1— r-% oq (DV R (q M O OD O (D N OD M oo O (+) O (D co In (Dm ci aO (Dm O O (Dm n O (D (n V (O O V O m V Lo O � l!7 Ln v) 'T rn v) u) co V Lo In u) u) u) � Lo rn u) u) n � (n co u) u) m N u) u) u) O r_� (D u) Lo N m (D I� v) v) V m (D W v) v) (D O co oo u) u) n oo co oo u) u) m O co co u) u) O °o A co u) u) (D A co � u) m A co u) u) A W v) v) °o ti v) u) O A ti v) u) m (D v) v) a0 m (D co Lo Lo to r__ co to Lo Lo (f) � co to Lo Lo O to (n SCALE: 1" = 50' HORIZ. 1"=5'VERT. E o C 0 CD > v QJ LL 1 ° V / rp - l1 M 01 i QJ v rn 01 r, N LLJ z U v ILIL Y AN AF Z VZ °� z�0 a a > mo a z 0 06 > zaa� O � ~ N W a - � �, U= a= D U z = Q �°COau cn 0 z IL U ° O w O m U � � I..L -, W + U qzl- w a M J J ' J�O O 1..1� N a a N 06 =az a U a C Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR °°o°oa0000000p000 0000 ��o00 0 �o��FESS/��90 °9 ° SEAL ° ° ° o o. 38549 ° o ° o 0 � %9FNGINE�� o oo° o \v o o °o ° o 05F54902A610.00000000p" 10/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC g0/10/22 COMMENTS Sheet No. C8.02 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. \\\ I I / CB155A I\ \ \ \\I� I \ \ I) I I I ��l \ I I \I I I I Inl I I I I 11/ll 0 111\l\I\\�\\11 11 \ \X\ I 11�\III I I I I I JIJ/III )/I I I I I I Q I oal \ \\ 1 \ \� �; \\ \\,l�I►II \\\(I \ \\ \ I o �I \ \ \ \ \0 � � •, V`\� � 'III I I' 1 I''' 1 I' II � 1 I I� I' I m \\\ I\ 1 J III I \I IIIII III III �\^1 I I I II I ON WFM11 11 � 11 _ � it � �� . •, �• ' k r 1 k �_ w PIP IVA IWO �� F��\�� sty �'�� a� � ■ Mo 1 � ��r�a �► ♦ _I 1 NINE em \ 4592 �� - I = _- � 1 ` I \ I \ \ 1 \ \ \ \ I I 1 I j j 50 /� CB-104AA \ W 5 's CB-104 _ PENGROVE DRIVE CB 104A (24' R/W) Lo� /, // / l / I I I YI-105 h 28-MH CB-1026C s / 7 W I — I I 457 4 �\ \ i a 4580 _ -r "' �•Z�-y-102 L,l�o CB-102A 545 � • 22-MH � �ZO+�j � � � - - _ 10 W/ SAFETY FENCE 555 � � � • R _ I / (DESIGN BY OTHER \START OF INTERMITTENT STREAM CHANNEL IIW N w 11 1 / // / I I I I I 1 1 \ / 4 I , , \ � , , , \\\\�\\ III III-, II � z II I / , , ► ► III I ► \ \ , � �,- i\oI/2 / \ 1 !� I II IIIIII l�lil II IIIII -No \\_� M /I // I ► III I I \ \ l / / l / / //� o L, , N JB-103 II ✓ / I, I ( � / / I I (�/�/��\\IIIIIIIIIIIII�I l/ IIIIIr I I I I ; I II 11//`�\ �\ )IIII IIII III IIIII III/I �11111 I�II�I I I,�� SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. UTILITIES AND NOTE: DRAINAGE I \ STORM N \ 0 G 0 I SCREENED BACK UTILITIES AND STORM DRAINAGE l \ \ \ \ \\ I\ \ \ SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. \\\\\ '`\\\\�\\\ \ \ \\ I , �-- I �\_ — — — � — / /// // / GRAPHIC SCALE � I I 1 inch = 50 Ft. AL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO I AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. PARKI ANn mvp SCALE: 1 " = 50' HORIZ. 1"=5'VERT. E o C 0 CD > v i i .3 T Q) QJ LL 1..` W C M 01 i 4.J v 01 01 bA `^ N LLJ z U 01 Y AF Z VZ °� z�0 Q Q > mo 0� a 0 z C) 06 >� Z< < O = cn o � ~ N W � Q �- � U = Q = U z = a O a u cn O z IL U ° O w O m U � � LJJ > O W + J O 0 O ry z O a a J�z o � •Q aQ� Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR 0p0p0000000000000 000\oo��Noo CAR 0� 06,, 1vo000 co \O �-SS/o AO�ooy 000 o ° ��- SEAL o o o o o 38549 o �/1 o F v o DocuS?,g neo,by° oNCj IN�� o' o ,�`TA')m�0 oe, 05F54902A61E438 a000000000��101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.03 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. w 531 -� " — — — \ = YI 102A I YI-103A — I — I Q X0,/ 453 � J \53< 560— Q / I I 5s5 /540 � \\ I 111 1\ �\ — — _ � '• — _ — — / — 5 — I I I I I 4541 /// // / � I� / / \ \ \ 6 4�'3�ly I — � / k54 YI-102 YI-103 / / T CB-253A 28-MH — 1�t00 29-MH 12 0I-106 — — — I I I ( ( \ \ 454 \ CB-1026B 0 00 — \�. I YI 105 \ \ \ T — — — — 35-MH LITTLE ROAD _ _ _ _ — �\ \\ \\\ \ I / — EABERR DRIVE (24' RAW) I \ \ \ (24' R/W) I I \ \ I \ I I \ \ \ \ I I I \ \ 45 457 4 9 45�D 45� 46W4 _ �4 — — I I I \ \ \ \ \ \ — o \ \ \ \ \ \ \ \ \\ \ \ \ 45 $ I I \ \ I � � \ I I \ \ \ \ \ \ \ \ \ 455 —� a \\45� I U4B I55 4 60 \ \ \ \ \ \ \ \ \ •/ AYI-101 � I--- I // I \ I \ CB-252 \ 2A\ \ \ \ \ \ \ \\ \ — 1 I V \ \ CB-25 CB-200B �— 20+ \ \ W— / / / \ 2 +pp — — — — — _ \ \ CB 250A a a a \ , \ \ \ \ \ I \ \ o R \ \ "'� \ \ 1 1 \ \ I I I \ . 560 24 MH R R 00 39 MH ini�� W \ \ \ \ \ \ \\ \\ \\ \\ \ I \ 1 \ I I \I \ ^550 = CB-20(A _ _ — ` ��► .::. • \ I \ \ \ \ \ 1 I — / 1 — _ 40MH \ \ I 1 I — \ 560 'T : e— r ' '• CB-251 I I \ \ \ -PARKLAND r '' DRIVE \ I 5so ' (61'R/W) 565 I \ \ \ \ \ \ \ 540 57) \ \ \ / i 535 s0 \\\ \\ \\� � --- ��_ \11\II 1 \\\ \\ \\ \\\ IIIIII \ \111 \ \ \ \ \ \ I I I \ \ I I I I I I / \\ \ \ \\ \ \ \\ \\ \ 3 I I I / —�\\ \\\\\ \\ \ \\\�s \ START OF JB-10 E / PERNNIAL SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE $60 NOTED. 580 PARKLAND DRIVE 580 GRAPHIC SCALE 50 0 25 50 100 1 inch = 50 Ft. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. SCALE: 1 " = 50' HORIZ. 1"=5'VERT. 0 O C 0 > v i ro— ^ � to QJ LL 1 ° V / rp — Gj M 01 10 v 01 01 r, N LLJ z U v c v Y W > O W + J � � N O 0 O rC z O a ao J � N z � � a J as a�r) Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR °p0000000000000 00 �oNooCARp��o000 ��FESS/��9o09 ° SEAL o o o 38549 o �' o y�po I NEB oo �� 00 11� =rAW9AF11=:A ,p000000000 10/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.04 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 _T� i7 —530-- / •�• �_ / � — --_—� 1 � \\ S?S\ I III z I 2r / _ o / 51-- _ _ I 540 \ \ \ Q _ — _ — — — — 540J \ 1 \ ✓ \ \ CB-1 7C \ Q -- --- — — BROADOAKLANE (60- RIW) A CB-150 . \ / I I / I\ I I/ CB-156A / CB-157A CB-152 — — — T — CB-155A — i I IN W 13 00 W 14 W 15+00 A o SW. 9- I -- — — — — —� � CB-156 7-MH _ + i-520 m co ao I 540 V W O PASSAGE DRIVE CB-351 (20 R/W) I PC:14+79.56� ,Ire ■ -►�-� �; �, •��-�::.--`:• bmaw a rrv" WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. BROADOAKLANE UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 560 0 0 0 o Q SCALE: - o CD cj vi - 1 " = 50' HORIZ. z cljg 1 " = 5' VERT. 555 + Q ;�� + + Q �� ;� + S Q 555 0 0 �_ Lo ZD 2D Q_�Q 0 u?¢_�¢ O O O N u) CV O UCn Ucn U(A UCn 0 N N O N COO COO cliN � O Cr O C+D C+O c m co Om) O M W CNf)O mO�� + Cvj Q) �� 00+ + � c09 WD' mH -"� dH }� UN �Q dH �Q Ham_ o 550 g "� co "� w 550 Y zQ a w O Y Q Q o 0 d N V O co m + + cD OON + + Q V Q V O cocD 545 "' a J ¢ o O - N J CO � J ,-j wcn<n� H to uu, co 12 I oa° .os 540 a FGCL 540 U) ;�5 u 4" PVC a w a w 4' MIN. (RECLAIM ) FGCL 1.18%17 I I 8" DIP WATERLINE 18" MIN 12"x8" CROSS 535 4 oa° .Oa (WATER) 0 -----18„RCP - BOA 535 --- __ - 4"PVC 4'MIN. - __ __- - _ 18" _8" - - ---- - -------- J(RECLAIM) --- --- 24"RCP ---:�-24"MIN530 ---- 18"MIN _ ------ -18°MIN - - - - - __------- 30^ RCP -- ____--- 530 8"x8" TEE 30• RCP (WATER) ------ 8" PVC @ 091% - - 140.11 LF @ 1.03% 8" DIP 18" MIN 142.95 LF 8" PVC / \ \ 525 WATERLINE EGL (-50')�_ EGCL 525 / 18"MIN 290.03 LF 8" PVC @ 0.98% EGL (-50')� / \ 520 520 EGCL 515 / 515 EGR (50') 510 / -r ' 510 CO O O ....0 O O _ O v1N Q r O OoN Q Oo'f N Q N ooON O� OOM NU W OO O)N NVu) MN co Om KNH) CONON V u) +NL. �l9+L6u.) OcoZ z Z3 �Zr[ 4tcoz S CnZ Z) �O O O > > > >505>> > 505 CORM z z � yERz z cb U)Rz z d) N�z z m "It1� co V O_ oo oo O N `I:r O O O m 1-_ vn M O 1-_ wn r N 1� O CD O M O) CO 1-_ o) O O u? O V oo O Cn coI� I- M N m M M V I� 1_ CR 0o 0o O un r- u) M CO V CO f� 1— W 1-- O) 0o O 0o M O � O CO O 1� v- � N Oo O LD N Lo l() co 119 u) co 119 u) co 119 u) M U9 u) M 119 u) M 119 Lo m N v) Lo m N v) Lo M v) Lo N V N v) Lo V N u) u) V N u) u) V N u) u) N u) 565 WANDERING WAY 565 E u In o C 0 � > i Lro 3 l/1 � � In >_ u_ � V / IU Gj M 01 10 01 01 r, N LLJ z U v v Y AF AF Z VZ °� z�0 Q Q > mo 0 z< < LD = (A o � ~ N`^ Iw^ Q - 2 U = Q = U Z = Q O a u cn O z IL U ° O w O m U � � 06 >_ w a w J Z 5 Q L.L CVO �Z= O CL w df OQa �3a m Job No. Drawn By 150098.31 W R Date Designer 09/1-12-2 WR pppp000000o0.0p0o CARp000 ��o000 �o��FESS/0/90 ° SEAL o 1. o ° oo 38549 o Do ��o g°�NGWN -o°o� 00 Nic�no °o 000qqo° J�w�oOo�YQ ril�� 05F54902A61E438.:�00000000p 10/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS F__ Sheet No. C8.05 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 � \ I II/ ( ( I / / '�' 6 �°'�--�",., a, "' � — — — _ _ � ` \ ` \ \ \ \ \• \ \ I-1 I I / � I j i I �, \ � — I \ \ ass ODI \ — \ _ — — I ,MISTY WAY— — I _ I_ _ — , — — _ sso \\ \\�\ \\ sso� / I _ — — Q \ \ \ I 1 D C, 27-MH \ \ \� \\ \ j0' �' / / SS W — — _ �570 - —_ r \ \\ I 8.59� _ \ \ \\ \ \ \ \ rn Dr A I - / -/ — \ \� \ Z / O I TALL GRASS ROAD \ \ ' -570_ ' / \ \ m \I II 570 D \ \ 1 \\\\\ I \ A \ \ \yI I\h.I, _\\�\ // / I— ,_— �— _- \\\ \ � \ 1 I I i — i I \ I / / o coral— �_50 I�/I \ � ; \ \ °• � \ \\\ \ I I ,I � I -P I i ao I I rn I �\ �\ \ \ � I \\ IL o 'I' / � "/ / / ,— _ � _�----- � � \ \ � N � \ 1 �. RAINFALL (60R/W RIVE � I I � � = o � \ \ \ 0 1 H \ \ \ / � \ \ I N JB 104 1 1 \ PT: 21+99.00 CB 201A \ - -4 4 MH 1 \ CB-204A \ \ �� `7 °�• / p / 0 I �11 00 \W 25 MH \ tea' p° ° ' 0 M( W 1.89 CB too 5� / / I o O W_ \ \ \I I A / / \ W W 1 +00 / CB-201 I 1 CB-202 ' \ \ \ I o W / W \ 15+00 \ I E+►F— / / R 1 1 11 \ \ 15-MH+ 0 \ I I 10 0 _� R CB- HILLWAYRO, (60 RIW) �- — -sso_ l 1, l ; I � I •II I I I I I I \ I I I IREL � AXING WAY (24'R/W) > I I I I I I I w 555- ISS SS 30-MH I 1 L I �I �I I I \.� W W Lu i __� \_ �_ / / 8 a I 570 / \ I I I I I 1 \ 570�5 / U o 56s 00 WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. UTILITIES AND STORM DRAINAGE NOTE: GRAPHIC SCALE SCREENED BACK UTILITIES AND STORM DRAINAGE 50 o zs 50 100 SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 1 inch = 50 ft. RAINFALL DRIVE HILLWAY ROAD 590 _ 590 585 585 HIGH PT STA: 14+87.82 r —SCALE: SCALE I HIGH PT EL: 566.28' � 1 " = 50' HORIZ. 1" = 5' VERT. 585 I I _ — � _1 �- HIGH PT STA: 14+98.40 \ HIGH PT EL: 564.42' PVI STA: 14+23.40 / PVI EL: 563.67' } / AD: -1.02 W U LVC: 150.00' > J Lq _ � J 580 Ir C CD N I, , � 585 580 EGL (-50') 580 575 Ln Ln Lon - ,� � u� � CD + � Q Q N N n/ O O � CV N O p a�T� 00 N N Co N N Co Z_ Q N. Q _m cli� O O Q N Q CD 0 LO EGR 50' N ¢ r- U) w '0 Cori U) w M - o U \ EGR (50') ( ) /mF M O <1.01 + N �� O O M �� V 7 LO MV O� O� UN O� O� CD O� O� N++ C� NQ N¢ NQ �Q NQ NQ NQ ��W O mF mF _ mF mH OOH mF- mH mF (OWN In U co U (n U U) U U M Cn U N U (n U coJ H F n 575 EGL (-50') W Cn (n u coLo to u� o¢ >w ____j W J w O W LQi l0� + 00 >� / z� 570 ��—EGCL o 6 Y u� 0 N to 0 LL / OO N O > J > J za / v,++ au aw // Cr) V O Lo I-OM Lo + + // / JHI¢- W W U) Cn CO o0 W nQ¢ / EE> 0 565 w U) U) o V/ Q LL w oo°io LO LO m 12"x8" TEE a w g F M 4' MIN. 4" PVC TEE ANATFP) o 'r CDo (RECLAIM) 4" BOA 0 0 / + o o (RECLAIMED) m LC) 00 560 a J~~ U) 18" MIN W Cn (n In M co n / - 2.02°l0 _ _ " IN a w w / -- --- 4' MIN. _-- 15" RCP / ------ 18 „RCP __- 18"MIN 8" BOA / �� -- - ---- 5�, RCP (WATER) 555 w/ 2.08 a 8"x6" CROSS _ (WATER) 8"x6" CROSS 4' MIN. - _ - 4 - (WATER) 4" PVC _ - 18" RCP (RECLAIM) / _ ---- 8" MIN 550 / - 18" RrP 8" DIP 8" BOA 18" MIN/ 18" MIN WATERLINE (WATER) - / (WATER) CROSS (WATER) 545 / 147.00 LF 8" PVC @ 0.50% 540 / / CD N O N [A lf) O M N M Q M M CDal� D O "?CD -CD O" LO D O IM Lt / CD n} ++10 � CO u� � F- x �? z W)z=? p Q> > > Q> > > 535 N WEZ Z Z N CnEZ Z Z m o) M � � Co N_ co lC) Co M f` W CD O LO �_ 0) LC) 00 M N 00 0)f` V N (O O W (D 6) r_ O) V Cq O � CD Ln V Cq CC) Co CC) N n O 0) 00 I00 (o LC) .0 O O CD LC co ) � CD N (o m (D m LO V C-) V O V V V V In Ln LC) <o LA � u') I- U.) 00 to 00 to 00 to 00 CD 00 CD 00 to 00 to � to LO LO LO LO Ln (() Ln LL7 LO LO LO LO Ln V) V) V) Ln Lo V)(n Lo Ln LO In LO Lo LO In 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 (n 575 570 / W 570 565 565 560 560 555 555 550 550 545 545 540 540 535 535 530 04 (n Lo 9+00 4"x4"TE (RECLAIMED 18" MI 1" = 50' HORIZ. 1"=5'VERT. 5 6 �w m Qw � u _ U)i u LAO PVI STA: 14+74.19 PVI EL: 566.71' K: 62.7 AD: -2.39 LVC: 150.00' EGL (-50') o LOW PT STA: 10+74.95 LOW PT EL: 561.35' �; PVI STA: 11+49.95 PVI EL:562.13' K: 398.7 w (n u) AD: 0.38 i ul co \ LVC: 150.00, a w EGCL IN \ •0T nco + ro N a) co O co 4— m Cn a ¢ LO I Q " I to co ao \ C') C0� > W a w w \ \I w FGCL �1.41% \ — EGR (50' )1 ) 8"x6" TEE \ I \ / / (WATER) ° / /IIIIIIIII5" RC 208°I2.08% 1.00%Al MIN.- 8"x6"TEE -- (WATER) 18" RCP E 18" RCP \ 1g=M11�1 - 8" DIP WATERLINE _ --�- 4" PVC RECLAIMED WATERLINE 18" MIN 8"x8" TEE (WATER) I J V J_= ` + co rn = U Lo LO co v,Ln w o++ r_ U) u) K Ln pi / M CD�M Lo Co L!'Y + m Q 0 � W �' 575 —U U) co / v v / 00 00 W L 570 u) aw aw -1.0062 -2.08% 565 MIN. 4"x4" TEE (RECLAIMED) 12"x8" CROS 560 (WATER) - 8" BOA 4- L.I1 (WATER) 5551 Imm 15451 Im1 ' I I I 1 530 CO r N Q) N O O CO V V l(0 a0 t0 N t0 CO t0 CO I _ V In O W O (o M N O (D N V O> CO f� N N N Q) 00 V O O O 00 LO Cn N co N O CM N r N V m Ln 0o W O W L!') Ln (D Co r- r-- u') L) CO Co Ln (n <D CD L0 (n (D LO In Ln <O Lf) V) LO W u') In V) O CD In V) (o Co Ln LO (D LC) Ln LO (D LO LO LO W Co In LO (D <o Ln LO to [ LO LO r-- (n 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 o u 0 C 0 > � i > T Q) LL 1..` N M 01 Q) 01. rn r, N LLJ z U v v Y AF n Ln J �a06 �°o 0Q 06 LL3z Z Q <=a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR 00000000000000U0006, ,\ n CARP/' o000 °0oFESs/l9o?'y 0�0 ° SEAL o o o o ° o 38549 o o 0 00 CGINE��°°0�00 °o 000qq Nrc�LJlw�oOo t, o°oo°o 05F54902A61E438.:0000000ao° 10/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC g0/10/22 COMMENTS Sheet No. C8.06 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 CB-102A� 2 JB-109j- �t, "1 -a (61' R/W) mullii11-Yi1�7O=`5! �� Yi ►G. .II '� II I / �u - 1A.� ME 1 I III► i-L ■ 11 1 \ Ito ■ 11 •, - • r � I 111 � "'� • � � II�� 11 � II I ^ 165t WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. 555 SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. ROCKVILLE ROAD UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 555 � J J d7 II Q Ln N O O m O O Q II Zi WLu CD O N CN O + Z J of J p co + °o + LL Lu 550 a in MQ Ma ¢ 550 (4) � Q W U)U� UN Lo a a _o w = vC'i 0 o + M LOW PT STA: 11+87.08 06 oo LOW PT EL: 536.72' rn Eo O F w PVI STA: 11+45.47 Q o ¢ w u) � PVI EL: 536.14' 545 LO � K:33.4 545 a w AD: 4.49 a w LVC: 150.00' �, 0 v O CO v CD N � �- C¢ co O oo M N Lfl � M r' (n 32°I .67 J ¢ Li�w a w 540 �w 540 34 ° FGCL 1.00% o 535 535 / \ EGL(-50') 15"R CP-----I--- ` J 15" RCP __ _ 530 � 530 EGCL \ v v EGR (50') \ \ 525 \ \ 525 \ 520 \ 520 515 \ 515 510 510 505 505 500 500 M LO Ln M LO M N m N n Ln L Cl)m L0 LID N V N M Lo CD Cl)m Lo LO V O M V CD V) M N V) LO C)V V V) O N N V) L0 V N C; Cl! O N V) L0 N I— N 1� O r� LO L0 ti LO SCALE: 1" = 50' HORIZ. 1"=5'VERT. 7-CB-155A 540 / W W 13 00 W /10 CB-155 / / g YI-154 / o Q I 540 \ \ /-- �`\ 'Lua Y o III I I PASSAGE DRIVE U I (20' R/W) V CB-351 - - . \ oQ J 11 l oo ,l CB-350 O 44 y / 540 r / _ 61.03 -- _ --- —� wq CB 105A — — — — _ _I— (60' Y CB-1036 � 2+0� _ • 03 I I I co CB-104 7 T� 10+yq5�5�.0/7 545 GRAPHIC SCALE s0 0 25 50 100 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 1 inch = 50 ft. 555 PASSAGE DRIVE 555 550 J J O W O Il o Lh C4 ww O J N W O J 0 Lu') �Y M� m C/) UO—m U N U a� co + Ao� M L"aa w N N o cc + O N � Qo O U)L0 r w a w 2.0 00 4 -15" RCP EGR (50') 550 545 545 N �co 540 540 i °+° 'n aw 535 FGCL 1535 530 525 530 525 EGCL �'� / 1 / � EGL (-50) 520 520 515 1515 510 510 505 505 500 500 LO� �Lo u)u) SCALE: 1" = 50' HORIZ. 1"=5'VERT. E u U) C) C 0 � > � i Ln ro ^ QJ LL u V) r Gj M 01 10 v 01 bA r, N LLJ z U v c v Y AF Z V zLn �0 Q Q > mo � a C) 06 >� > z< < O Q 0 V U = Q = D U z = Q O a cn O z LL U ° O Lu O m U V) � I..L C) Lu W Q = O IL O W Lu DC J V a Q co `> Y � Z vaa o a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR °p000000000000000 'R� \ CARp��o000 �0 0FESS/0o �9°�9 ° SEAL o 1. o ° o 38549 o 0 00 ��FNGINE��°°�� 00 o °° qq°° NIc�nJ�w�000�YQ Aol o �� O5F54902A61E438.:�0o000opp0 10/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.07 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. ER 1I� I II P 1 • II /� ° • III I •, 4595 III 1 • • --- 1mm 1 • .• • I • 1 11 1LuI� I I r® I- - � • I. AW � I �• ' � llro�•1 I I.1 /il �./I I.1 I �•1• L1 Iola` -., I ��1� `lblr!i�i_ : i►��alrlw�l�lr,lr►e��1��wailirQ � �._ R SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. PENGROVE DRIVE - 22-MH I - UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. 565 56F CIO _ / PI: 10+61,03 — — SCALE: 1 " = 50' HORIZ. 1"=5'VERT. ' I WANDERING WAY — — — — (60' R/W) / is-Mh .. 1° vv� vv I � CB-105 p CB-104 10+33 76 5 — — 545- - I - I PT: 10+55.07� p '� /v' -oo oho 545 \ J / I �I�I� OI w o CB-104A _ ✓ - I Lu CB-104AA / , /� / I \\-J . -�� 1 19� \ IOfc 20 MH SS — SS SS I 21- H -w _ 5501 \ "a- �j / / QUIETWOOD WAY, _ (24'R/W) 1 /I :-CD Cn IZ — o \ \ YI-104 YI-104A �-I A ii W 565 i \ QUIETWOOD WAY GRAPHIC SCALE s0 0 25 50 100 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 1 inch = 50 ft. 565 560 560 w Qo �W ow LU 555 N o n 555 M + + EGR (50') J F F u� 550 L u (n (n + w r, `n aw NO a 550 EGCL 545--4 EGL (-50') 1.00% - FGCL 6" DIP WATERLINE w 545 J w , -4 1 g9o1 i 45* BEND WATERLINE — / 540 / 4' MIN. i 6" BOA (WATER) 540 45' BEND WATERLINE 535 266.91 LF 8" Pvc @ 1.50% 535 lo 530 530 525 525 520 520 515 CD a N Q c0 °O IOW � O � . Fgo N fn Q'Z 515 510 = O ' Cq cu") Z V N °O M V 510 Q 0 CN = m�Z ¢ N CO °D V V CO CD °O V lL0 CD (0 c0 O CD CD LO V) CO O CD Lo N (norg V co aD M SCALE: 1 " = 50' HORIZ. 1"=5'VERT. 0 O C 0 > i > Vl iro .3 a ^ to QJ LL N +'O - Gj M 01 V L Q) QJ rn r 01 1 iI r' N LLJ Z U v c v Y AAF z VZ °� z�0 Q Q > mo 110� a 0 z C) , W >� z< < O o � ~ N W � Q 0 V) U = Q = U Z Z a 0a O � c) Z IL U ° O w O m U � � 06 way ?3LL 0 �� a 0 3: 011 ��z uwQ Z ia wa a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR °p0p0000000000000 °o°��N °°�9 CAR0� 0000 ��FESS/0°�9 ° SEAL o ° o o 38549 o 00 ou °°Bv�/I/GINE�� o \v o0 00p� G°° ° °°°F° °\�� 05F54902A660000 0000000°010/10/202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.08 10+00 10+50 11+00 11+50 12+00 12+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 ALL V WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. CB-200 o\v \\ \ � CB-202 N 104 550 PARKLAND D IVE/ 555 — (61' R/W) _ 0 All ' I 1 1 Kill \ CB-102BC \ \ 1 \ \ / I I \5610 \I OLSI _\ co u) O �9 � I I T om` I ) I I - I I I I I I � I I I � \ I I► I I I III I I I � SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. .I I LITTLE ROAD UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. r,AS EGR (50') 580 0 580 m Ucq_ rEGCL — — 575 .1 — 575 Louf II 0 \ —4 + ofu- 1 0LL �,u 570 G J o c' 0 W } (-50') � 570 M EGL \ u)o aQ ' M 2 Lu W co �� M O \ Q� co+ uj: o 565 W U)cnJ 565 OO o M M \ + + M + O H u7 r ¢ n I aw aw 560 560 N - FGCL M -0.51 D v~i ,'n aw 555 1 .99� 555 4' 6" DIP WATERLINE 6" x 6" CROSS WATERLINE - 550 6"x6"TEE _ _ - °RCP- -- - 550 WATERLINE _ - -__ 4 it 18" MIN 18° MIN � 6"BOA 545 @ 1.00% 545 76.04 LF 8" PVC 139,82 LF 8" PVC @ 0.50 % 540 1540 535 1535 � N... N C6 `N--' 21�� ui 00 .N... . ��M O T cD N WN M u Q I.- 00 c0 M a0 IAA Q 0 0 V M OD u-) llw F OrM t l!'j ll ll H (j u7 + fry � 2 mu-3Z ? 0 220 v)_ O 530 530 N (/iZ Z Z N WEE Z Z N f` CM (n�Z V� M Lo� W C� W M If> (M u)Lo M O) cM V u,� V v+ u) SCALE: 1 " = 50' HORIZ. 1"=5'VERT. i i _��------ il 560- GRAPHIC SCALE s0 0 25 50 100 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 1 inch = 50 ft. 590 MISTY WAY tion 585 SC 1"=5 V 585 580 EGR 580 575 /EGCL � � — — EGL (-50') 575 570 HIGH PT STA: 11+78.50 HIGH PT EL: 561.18' PVI STA: 11+03.50 PVI EL: 560.36' K: 39.4 570 / / 565 AD: -3.81 LVC: 150.00' ip00 F- O + —: W w LO V M + N a CO u') w 565 II U'� N + (n bo w 560 _ O � o w Lu CD Cl) M O2 ; a M V a- m a w 'a, N - to J w 560 1.09% 0 555 a w 4% FGCL 4' MIN. 6" DIP WATERLINE 555 490% IN 2 550 6" x 6" TEE WATERLINE 550 267.51 LF V Pvc @ 1 50% 545 545 540 J_ C6 N ' co i CO U-) }�H np ~ Z 540 535 Q coM� _ 6 N U)ZRZ N CSco to (vj OMV V +� LnO OU .. �n__0 » > Z Z 0 x N 535 M M N Cl! V V Co N Co N O CO M CO O N M O N ALE: 0' HORIZ. 5' V E RT. E u to o C 0 � > i W > 7 3 l/1 ro n to ILL N� rp - Gj M IT 10 v, L QJ 01 rn r, N LLJ Z i n� U v v Y AF Z VZ °� z�0 Q Q > mo C) 06 > z< < O ~ N W Q u V) U = Q = D U z = a �°COau cn O z IL U ° O w O m U V) � 06 Lu J C) L.L QQO Off= = CL Lu 06 J /�^ � z a J a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR op00o030000000000 00000°°CAROB 0000 ��0FESS/��9°oo ° SEAL o 0 0 0 o o 0 o 38549 o 0 0 2 ° 00 GI NEB FNoo o 0 °� p o000 0 Nl�h�lw�0oo S��fl^\ 0000�o 05F54902A61E4 0o 100000000 10/10/2L2 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC g0/10/22 COMMENTS Sheet No. C8.09 10+00 10+50 11+00 11+50 12+00 12+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 AWK V so � rt CHATHAM VILLAGE WAY — a (67' R/W) T� 1 CB-207 CB-258 /`Oy 15 1y28+00 j W W 9+ �— W 0 3 yV� W �V 1+00 W /W j / R R R R �— —� R� R R I R R I/ / CB- / / °j / CB-257 — 206 c j 570 t — — \• I — — — — —14 a CB05 CB-256 4 545 4e�5A4505 45145O2'404�101 / �Z CB-204 I \ 570� SSS I PE CB-255 IPHNgAG /I PHASE 1B \ I \ I' I I II 4036-MHI \ II /I I sn� 1 1 32-MH 37-MH I / \ ., • �10 00 W Ilj � tl 1�4515 U. z� 4532 Q N Lu c64Pal3 �\ CB-202A 25-MH / ta�nn 29-MH WATERLINE NOTE: SEWER N( IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING A MINIMUM C MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO SPECIAL BE[ INSTALL 45' VERTICAL BENDS PER DETAIL. BE PROVIDE( 113+ PHASE 1A \ \IN W W GRASMERE WAY_ — — (24'R/W) Q Q -- 565 T 7 I I I ILo 45� l� — — 565-4 — YI-102A I YI-103A _ I _ Oco _ (45)43 / L60—_ _ — I� / N _ 565YL — _/ L I // / / 454 -102 I YI-103 I 1 �r t� � YI-106 is n a+nn 1r hAU t�+n UTILITIES AND STORM DRAINAGE NOTE: R OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SCREENED BACK UTILITIES AND STORM DRAINAGE 3 IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT SHOWN ARE EXISTING UNLESS OTHERWISE IEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. NOTED. 01 \ I I I I I I RAINFALL DRIVE (60' R/W) CB-204A A \ CB-202A W W— / 25 MH 0 1 +00 W / I W 0 CD I \ 15+00 CB-203 i I I I \ CB-205 _ CB-204 •Q • c L \ \ I \ I I (RELAXING WAY + I (24' R/W) i W W W W I \ LLJ 1 1 I I I w -� LuI/ I I I I I� I'\ I a / < — 570— 521 � ' V I I I \� I / 565 I \ I \ � ✓ 32-MH - _ c�S1 YI-1111 L — / I �— I D —D I10o6 ` ---� LO m M m �585� n I YI-103 37-MH do A+\n-a 600 GRASMERE WAY 600 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 595 RELAXING WAY 595 10+00 10+50 11+00 11+50 12+00 12+50 13+00 ►,i GRAPHIC SCALE s0 0 25 50 100 1 inch = 50 ft. SCALE: 1 " = 50' HORIZ. 1"=5'VERT. 0 O C 0 > 7 3 l/1 � QJ LL lu M 01 i QJ v 01 rn �_ Ln bA `^ N LLJ z U v 0 c v Y RAW n z_ VZ °� z�0 Q Q i O ILL 0 z G m 06 > zQ�Q� Q~ N`^ IW u W VI U = Q = D U z = Q �°COau N O� z IL U ° O w O m U � � °6 w 3:< 3 0 W � z w X df J Z l/1 a Lu a u Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR 0p0p0000000000000 00000°CAR0� 0000 ESS/0o �9°�9 ° SEAL o o o o o 38549 0 ono Doc ��'�;FNGINE�°�� o o00 0 oo 000 Nic:,Jlc¢9o000000°o OSF54 102A61 E438...000 00000000 1011012 02 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.1 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 I. I • � III 1 II U) . I \ 531 I < -- � _ 4532 ` _ J w GRASMERE WAY_— (24' R/W) 1565 I T 4522 R 565 — J El. IYcI- � YI-102 YI-103 s_ YI-106 1 z n z 11) 1 _ -TEABERR DRIVE (24'R/W) CB N i � YI-101 I CB-200B — _ \ CB-250A VV VV 71 vu k VVIAL ��.4 I II I II IN I j I � II II 45,28 7 "' _Nk \ I I I\ I/ I CB-254 / 0 /N /� I IQ N 45A / — lo�� 565 � �� L I Z p _ _ CB-253 CB-253A I 4+ 0 35-MH 15+0 \ +� \ I s s 1 � \ � o 4555 I 4556 45511 U415\1 I 455 \ \ CB-252 \ CB-252A\ \\ 2 +00 N — SS— 9A+00 — W O 39-MH �� 26+0� W W SS 2 0 \ Z, R— R — R R R R R 24-MH CB 200 — i0 = — — — _ _ -PARKLAND DRIVE 5 550 — \ • 56 JB-104 — - I — — — - (61 R/W) 5 -\\ \ \ \ \ \ \ \\ I \ '--565--- 570 WATERLINE NOTE: IF MINIMUM CLEARANCE CANNOT BE ACHIEVED WITHOUT EXCEEDING MAXIMUM PIPE DEFLECTION FOR THE WATERLINE, THEN CONTRACTOR TO INSTALL 450 VERTICAL BENDS PER DETAIL. SEWER NOTE: A MINIMUM COVER OF 4' SHALL BE PROVIDED ON ALL PVC SDR-35 AND PVC SDR-26 SANITARY SEWER. SPECIAL BEDDING IS REQUIRED FOR 14'-20' INSTALLATION DEPTHS SEE DETAIL ON SHEET 10.5. IF 4' CANNOT BE PROVIDED, THEN CONTRACTOR SHALL NOTIFY ENGINEER'S REPRESENTATIVE PRIOR TO INSTALLATION. TEABERRY DRIVE UTILITIES AND STORM DRAINAGE NOTE: SCREENED BACK UTILITIES AND STORM DRAINAGE SHOWN ARE EXISTING UNLESS OTHERWISE NOTED. � •o R CB-251 585 585 / I 'R p4ld '585 "7•-- p / Q �, W c9 � - � 38-MH � � � � � m/ I��1 \ �1� "HILLV (6 ZZ / /— 560_ — Z' TALLGRASS ROAD 585 W 15+0( �c R —� GRAPHIC SCALE s0 0 25 50 100 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF PITTSBORO AND NCDOT STANDARD DETAILS AND SPECIFICATIONS, LATEST REVISIONS. 1 inch = 50 ft. 585 0 Q Of U) 580 EGL (-50') 580 a F- _rn+ N O J H � un W (n EGCL + �2 Q, 575 575 — — — �cn0 u.) IQI d W aw Q 2 cV fn } cocno Ctoo w EGR (50') a w 570 570 Q V S + o6o� u, 2.00 O FGCL 565 o O + m v o _ 6" WATERLINE x 6" TEE1 1565 o co > _j aw _N"' � J a w 6" DIP WATERLINE 560 560 4' MIN. 4 555 1555 6" x 6" TEE 8 PVC WATERLINE 216y0�F 8"MIN 550 550 LJ 545 1545 540 1540 535 _ _ J J 2 2 535 M M O M O N co M M Q m 0r'0�Z L o OW Lo Lo V_ �ru if ! =Ln O 530 z z >>> 530 co Ft co cnEE� N (M r_ Lo O O ro m r-- O oO O Lo Lo n o0 e0 oO O N W. Lor_ Lo co e0 N V r_ � O N V rn r w O N N cM u" r` SCALE: 1 " = 50' HORIZ. 1"=5'VERT. E u O C 0 > ^>11 W i — ro ^ v LL � V / Gj M 01 10 QJ 0, r, N LLJ z U v 0 c v Y Z VZ °� ZOO a a > mo Zaa� �~Nw a2 �V) U= a= D U Z = Q O Z IL U ° O w 0 m U � � W Q w a_j >0a: �a� W w V Z mJa aJJ a w a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR OOOOOOOOOOOppoo pppp 00000�, 00 000 o Ro o 0 0000 lz� ��FESS/��9oo oo o SEALo ° o o o 0 o 38549 o o 0 00 AA%a FNGINEA.° `ors' o �0 0 000U000 � ',O Nr��tw�p° oh,�ort�, '0" 05 F 54902A61 E438... 1 0/ 1 0/ 2 0 2 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. C8.1 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 20 1 /8" 45° /4" x 5/8" xor / I SETTER ME 3/4" TYPE K SOFT COPPER PIPE NO JOINTS OR UNDISTURBED SOIL COUPLINGS CORPORATION COCK CONC. BRICK UNDER CORP. 18" 1. MAXIMUM DIRECT TAP SIZES ARE INDICATED COCK FOR SUPPORT TRANSITION UP TO BOX IN SPECIFICATIONS. 2. METER BOX TO BE LOCATED AT R/W. WATER MAIN 3. ALL FITTINGS TO BE FLARED. COMPRESSION FITTINGS ARE NOT ALLOWED. NOTE: 4. ALL 3/4" x 5/8" WATER METERS TO BE NORTj� CARRY WASHED STONE UNDER SUPPLIED BY TOWN. � AND AROUND PIPE TO PROTECT 5. METER TO READ IN 100's OF GALLONS. A CORPORATION COCK O DRAWING NOT TO SCALE �a17$7�� TOWN OF PITTSBORO STANDARD V WATER SERVICE STANDARD CONSTRUCTION DETAIL EFFECTIVE: 10/01/16 STANDARD NO: Pw-03-012 o� o � � H z� o PAVED AREA UNPAVED AREA w pS Q pzp DRILL HOLE USE BOLT TO O ¢ Q SECURE WIRE TO INSIDE OF V.B. Pz PRECAST CONCRETE DONUT H FINISH GRADE (BENCH INTO FINISH GRADE) O FINISH GRADE 1-2TOP COURSE HB BINDER Qo • _ _ COURSE GRAVEL ADJUSTABEL CAST IRON COURSE BASE VALVE BOX 1 • W w POURED CONCRETE COLLAR 0 e O 14 GA. TRACER WIRE, z BLUE INSULATION - WATER a GREEN INSULATION- SEWER PURPLE INSULATION - .�1 , V. • RECLAIMED WATER 'Z a ° WATER C N 6 Q ° 4. COMPACTED EARTH W e 4 a. 1 7/8" 0 HOLE FOR RADIO READ ANTENNAE NEPTUNE RADIO READ METER MODEL #: SOLID CAST IRON LID WITHOUT FLIP -TO -READ HATCH FINISH GRADE MBX-1 CAST IRON BOX OR HDPE PLASTIC 6" MIN. ANGLE VALVE (WITH LOCK WINGS) COPPER f METER SETTER: 6" MIN. FORD 70 SERIES OR EQUAL 1 4" NO. 78 STONE BEDDING NOTE: INSTALL METER AND BOX AT STREET RIGHT-OF-WAY LINE FIRE HYDRANT SHALL BE MUELLER, CENTURION DUAL ANGLE CHECK VALVE 314" TYPE K COPPER (TYP.) FIRE HYDRANT INSTALLATION NOTE: FIRE HYDRANTS SHALL BE INSTALLED WITH EITHER MJ FITTINGS, AND THRUST BLOCKS OR PER THE CURRENT APPROVED DETAIL. NO BELL PIECES ALLOWED IN PIPING BETWEEN TEE/TAPPING SLEEVE AND VALVE OR VALVE TO HYDRANT. IF BELL IS REQUIRED IT SHALL BE RESTRAINED PER TOWN OF PITTSBORO STANDARDS. —COMPACTED No.67 WASHED EARTH STON 6" MJ GATE VALVE TRACER WIRE — UNDISTURBED d ` EARTH 4. CAST AS APPROPRIATE FOR1 `CONCRETE THRUST WATER", "SEWER". BLOCK- DO NOT BLOCK UNDISTURBED EARTH RECLAIMED WATER LINES WEEP HOLES. WRAP SHALL BE CAST "SEWER" BASE ELBOW IN PLASTIC BEFORE POURING Gp RO(/� o THRUST BLOCK 0 0 j Z OHO 8 S sy�a � W COMPACTED BACKFILL (DO NOT CAVE IN BOX) GpROLi� o o�� o o85y w w 0 O NOTE: E HYDRANTS TO BE SET AT EDGE OF RAN AND AT PROPERTY/STREET CORNERS Pr UNLESS OTHERWISE ALLOWED. w SEE VALVE BOX INSTALLATION DETAIL FINISH GRADE I I I I I III IF II ADJUSTABLE CAST IRON VALVE BOX, SEE VALVE BOX INSTALLATION DETAIL I' TRACER WIRE _MJ FITTINGS- 6" DUCTILE IRON PIPE WITH d MEGALUGS MJ TEE OR HYDRANTTEE CONCRETE THRUST BLOCK AS SHOWN IN THRUST BLOCK DETAIL Gpjn,04 4 0 O� c w ti0 ti a E� �09Syy\ W w w PIPE SIZE MIN BAR SIZE "A" -DIMENSION HOOK MIN. BLOCK DIM. 6" #6 6" 3' x 3' x 3' 8" #6 6" 4' x 4' x 2.5' 12" #8 9" 4'x4'x5' C.I.M.J. C.I.M.J. 45° PIPE BEND SHORT RADIUS MECH. JOINT NOT FLANGES C.I.M.J. N PIPE BACKFILL WITH ° MATERI GRANULAR THRUST BLOCK PER DETAIL FOR BLOCKING CONCRETETHRUST 2,500 PSI �1ORTjy C� +►�► o 78�z * FOR 125 P.S.I. WORKING PRESSURE. NOTES: 1. EITHER THIS DETAIL OR RESTRAINT RODS CAN BE USED WHEN IT IS ALLOWED TO RELOCATE A WATER LINE UPWARD OR DOWNWARD TO CROSS A CONFLICT. 2. DUCTILE IRON PIPE MAY BE USED. 3. BARS TO CONCRETE THRUST BLOCK TO BE COATED WITH 2 COATS COAL TAR, EPDXY OR BY OTHER APPROVED METHOD. BARS TO HAVE 90° HOOK ON LOWER END, AS PER TABLE. ANCHOR BLOCKS FOR VERTICAL BENDS EFFECTIVE: 10/01/16 TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-007.00 8 3/4" 7 112" v TOP 4 3/4" BOTTOM (SCREW TYPE) NOTE CAST AS APPROPRIATE FOR ALL DIMENSIONS ARE+/- "WATER", "SEWER". DOMESTICALLY MADE AND MANUFACTURED IN U.S.A. WATER LINES SHALL BE CAST "SEWER" - VAMB COVER -PROVIDE MJ GATE VALVE IF MAIN IS TO BE EXTENDED AT A LATER DATE. IF GATE VALVE IN MAIN IS FURNISHED, THE 2" THREADED GATE VALVE IS NOT REQUIRED. IF MAIN IS A PERMANENT DEAD END, THE MJ GATE IS NOT REQUIRED AND THE 2" THREADED GATE VALVE WILL BE FURNISHED. SEE VALVE BOX r2" CAP (THREADED NPT) INSTALLATION FINISH GRADE J STANDARD DETAIL / QWf ADJUSTABLE CAST ADJUSTABLE CAST O IRON VALVE BOXIRON VALVE BOX in MEG-A-LUG fa _-MJ GATE VALVE • IFT 2" BRASS THREADED PIPE 2" THREADED GATE VALVE 2 3/4" THREADED RODS MJ PLUG WITH 2" NPT TAP V x Y x T (MIN) THRUST COLLAR TO EXTEND UNTO UNDISTURBED EARTH NOTE: PROVIDE BLOWOFF STANDPIPE ELBOW CONSISTING OF 2-FOOT LENGTH OF SCH 40 BRASS PIPE, ONE THREADED UNION AND SCH 40 BRASS ONE THREADED ELBOW. UNION STANDPIPE TYPICAL LOCATIONS OF THRUST BLOCKS ADJUSTABLE CAST IRON VALVE BOX 'THREADED B 7 BRASS ELBOW E THRUST BLOCK THRUST BLOCK — Gp,S20�/N o � O�� od0esLy�a w w w OQ.ROL/� o 0 w r . U �OBSy_ w w w CURB STOP T �Pp STe �y !O NOTES: 1. TABLE IS BASED ON 200 P.S.I. TEST PRESSURE AND 3,000 LBS/SQ FT. SOIL. IF CONDITIONS ARE Q FOUND TO INDICATE SOIL BEARING IS LESS, THE AREAS SHALL BE INCREASED ACCORDINGLY. 2. AREAS FOR PIPES LARGER THAN 16" SHALL BE CALCULATED FOR EACH PROJECT. 3. FORM ALL NON -BEARING VERTICAL SURFACES. 1 4. THRUST BLOCKS ARE TO EXTEND TO UNDISTURBED GROUND. CONCRETE TO BE CLASS 'C'. SECTION A -A N O THRUST BLOCKS FOR WATER LINES EFFECTIVE: 10/01/16 MINIMUM THRUST BLOCKAREA REQUIRED Yx SQ. FT. PIPE SIZE WATER PIPE TEE, DEAD END, 90° BEND 45° & 22 112° BENDS 4" OR LESS 3 3 6" 4 3 8" 6 3 10.. 10 5 12" 14 7 16" 24 12 TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-008.00 o 0 U1 c 0\ C � > � 3 > l/1 rn n LL r u Un ra LL co co M 01 10 L V °' aQ) r Ln W z v 0 c v `u u AWNLn Z V z o z �z O Q U Ln Q Q > m o °z> zQ�Q� O=��o ~ N ,,w^^ u Q U = Q = D U z = a Oau cn O Z LL U ° O w O m U � � E N J Q H W 0 W 3 w cz a 3 Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR pp00000000000p0 o°00 0 0 0 0 0 SEAL e ° 38549 0 0 2 c° o o ��' °° FNGINEF-1 °` o Docu�n¢%�°o°0000000O°°\0000 N,�111%0tA /°°(Uf r9 -IN °000000000000° 10/10/202 05F54902A61E438... Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS No. C 10.04 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 14 OR rh m�r0 i1� 0 78�� EFFECTIVE: 10/01/1 na, re, 6" 14-1/2" 12-1/8" 3-9/16" 2-13/16" 8" 16-3'4" 14-au, 4-21132" 3-29132" 10" 19-1/16" 16-11/16" 5-3/4" 5" 12" 22-5/16" 19-3/16" 6-34' 5-7/8" -ail 5D .�li Fi RODS ARE ATTACHED TOLL BELL OF HYDRANT. IF HYDR, FITTED WITH LUGS, RODS ARE ATTACHED AS SHOWN BY THE DOTTED LINES. JOINT RESTRAINT WITH TIE RODS ANCHOR FRAME TO TOP WITH FOUR (4) SS EXPANSION BOLTS 8 SEAL FRAME TO TOP WITH MASTIC. 6" MASTIC 5' DIA. PRECAST MANHOLE WITH FLAT TOP =C RESILIENT RUBBER BOOT WITH SS CLAI ea 4 HYDRANTANCHOR _--`----_ -`-_ —_ F� 1— TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-010.01 TOWN OF PITTSBORO EMBOSSED ON LID WITH TOWN LOGO (DOMESTIC STEEL ONLY) FLAT TOP (DESIGNED FOR VEHICULAR TRAFFIC HEAVY LOADING) -MASTIC JOINT IVALVE 4 • I II I III ICOMBINATION AIR RELEASE 1", 2", 3" OR VACUUM" (AS SHOWN ON PLANS) I BRONZE VALVE SAME SIZE AS 4.SCH 40 BRASZ44 W1=11 AIR RELEASE VALVE I� I CORP. STOP FOR 1" CONNECTION BALL VALVE OR GATE VALVE FOR I _ I I III LARGER CONNECTION I I I MJ TAPPED TEE 3" OR 4" NPT SCH 40 BRAS I I I— OR BRASS TAPPING SADDLE NIPPLE (TYP)I I_I I (SAME SIZE AS VALVE) - o - e 4 '.A a NOTE 1. FOR EASEMENT INSTALLATIONS, FINISH TO GRADE INDICATED ON PLANS USING PRECAST CONE SECTION. 2. AIR RELEASE MANHOLES WILL BE SUBJECT TO VACUUM TESTING. 3. INSTALL VALVE OFFSET FROM MANHOLE LID TO ALLOW MAINTENANCE ACCESS. COMBINATION AIR RELEASE AND VACUUM VALVES #67 WASHED STONE m TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: PW-03-009 THIS DETAIL IS FOR USE ONLY ON UNDERGROUND INSTALLATIONS WHERE THE USE OF CONCRETE THRUST BLOCKING CANNOT BE USED BECAUSE OF OBSTRUCTIONS, OR REQUIREMENTS OFTHE SPECIFICATIONS... CLAMPS SHALL BE 1/2 BY 2 INCHES FOR PIPE 4 AND 6INCHES IN DIAMETER; 518 BY 2-112 INCHES FOR PIP 8 AND 10 INCHES; 518 BY3 INCHES FOR PIPE 12 INCHES, BOLT HOLES SHALL BE 1/16 INCH IN DIAMETER LARGER THAN BOLTS RODS SHALL BE 3/4 INCHES IN DIAMETER FOR PIPES 4, 6 AND 8 INCHES IN DIAMETER; 7/8 INCHES FOR PIPE 10 INCHESAND 1 INCH IN DIAMETER FOR PIPE 12 INCHES. BOLTS SHALL BE 518 INCHES IN DIAMETER FOR PIPE 4,6 AND 8 INCHES IN DIAMETER; 314INCHES FOR PIPE 10 INCHES AND 7/8INCHES IN DIAMETER FOR PIPE 12 INCHES. * WASHERS MAY BE CAST IRON OR STEEL, ROUND OR SQUARE, DIMENSIONS FOR CAST IRON WASHERS ARE 518 BY 3 INCHES FOR PIPE 4, 6, 8AND 10 INCHES IN DIAMETER AND 3/4 BY 3-1/2 INCHES FOR PIPE 12 INCHES. DIMENSIONS FOR STEEL WASHERS ARE 1/2 BY INCHES FOR PIPE 4, 6, 8AND 10 INCHES IN DIAMETER AND 1/2 BY 3-1/2 INCHES FOR PIPE 12 INCHES IN DIAMETER. HOLES SHALL BE 1/8 INCH LARGER THAN THE RODS. FOR PIPE LARGER THAN 12 INCHES IN DIAMETER, RESTRAINT DETAILS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. 1. ALL TIE RODS, ROD COUPLINGS, TURNBUCKLES, BOLTS AND NUTS FOR THESE JOINTS SHALL BE OF CARBON STEEL EQUIVALENT TO A.S.T.M. A-307, GRADE B, WITH CADMIUM PLATING IN ACCORDANCE WITH A.S.T.M. A-165, EXCEPT THAT THE MIN. THICKNESS OF THE PLATING SHALL BE .0002 OF AN INCH. CADMIUM PLATED BOLTS SHALL HAVE CLASS 2A THREADS AND THE NUTS, ROD COUPLINGS AND TURNBUCKLES SHALL HAVE 2B THREADS. 2. HIGH STRENGTH, HEAT TREATED CAST IRON T--HEAD BOLTS WITH HEXAGON NUTS, ALL IN ACCORDANCE WITH THE STRENGTH REQUIREMENTS OF A.W.W.A. C-111, MAY BE USED IN LIEU OF THE CADMIUM PLATED BOLTS AND NUTS. 3. THE SKETCHES IN THIS SERIES OF FIGURES SHOW ACCEPTABLE METHODS OF PROVIDING ANCHORAGE, THERE IS NO PARTICULAR SIGNIFICANCE TO BE ATTACHED TO WHETHER THE SKETCH SHOWS A BELL AND SPIGOT JOINT OR A STANDARD MECHANICAL JOINT. THE ANCHORING PROCEDURE ILLUSTRATED APPLIES IN MOST CASES TO EITHER TYPE OF JOINT. IN SOME CASES, DIMENSIONS OF THE PARTICULAR PIPE OR HUB AND SPACE AVAILABLE FOR WORKING AROUND THE PARTICULAR JOINT WILL INFLUENCE THE CHOICE OF METHODS USED. 4. IN CERTAIN ASSEMBLIES OF RODS AND CLAMPS SHOWN, RODS RUN FROM A LUG ON THE FITTING (OR A CLAMP BEHIND THE HUB OF A BELL) TO A CLAMP AGAINST A FACE OF A BELL. NOTE THAT THIS ARRANGEMENT ANCHORS ONLY ONE JOINT. THE STABILITY OF THE JOINT WHERE THE CLAMP IS AGAINST THE FACE OF THE BELL DEPENDS ON HAVING SOIL ABOVE A RELATIVELY LONG PIECE OF PIPE ON BOTH SIDES OF THE JOINT. CONSEQUENTLY, IF THE DISTANCE BETWEEN THE FIRST AND SECOND JOINTS IS LESS THEN 12 FEET, THE SECOND JOINT SHOWN SHALL BE ANCHORED BY A CLAMP BEHIND THE HUB OF THE BELL AND RODS TO A CLAMP AT THE FACE OF TH E NEXT BELL. 5. COATING TYPE: A.H.D. ASPHALTIC PRIMER 719(A). - ALL EXPOSED METAL. 0- NORTiy m aim o 78�? FECTIVE: 10/01/16 JOINT RESTRAINT WITH TIE RODS n iea��yrnr�riarr��•�e LOCATOR W RE CON ALL VALVE BOXES/ N SERVICES/ LATERAL BEDDING IVV I tJ: 1. BEDDING PER RESPECTIVE SPECIFICATION 2. MINIMUM 4" FOR PIPES 12" DIAMETER (D) OR SMALLER o raoRrti 3. MINIMUM 6" FOR PIPES LARGER THAN 12" (D) n �a'78Js PIPE BEDDING DETAIL EFFECTIVE: 10/01 /16 TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-010.02 TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-011.00 MARKE IDENTII LO CAT IDENTIFICATION TAPE COLOR AND MARKING SCHEDULE PIPELINE USE COLOR PRINTED MESSAGE RECLAIMED WATER PANTON PURPLE CAUTION: RECLAIM WATER POTABLE WATER SOLID COLUMBIA BLUE CAUTION: POTABLE WATER LINE SEWER GREEN CAUTION: SANITARY SEWER O NORrjy c� o '77� a EFFECTIVE: 10/01 /16 —ADE NOTES: 1. 1. D. TAPE AND LOCATOR WIRE SHALL BE INSTALLED ON PUBLIC DISTRIBUTION AND COLLECTION MAINS FOR ALL PIPE MATERIALS AND SIZES 4" AND LARGER 2. LOCATOR WIRE SHALL BE 14 GAUGE THWN COPPER WIRE 3. D1 SHALL BE 12", HOWEVER, ADJUST D1 AS NECESSARY SO THAT D2 IS NEVER GREATER THAN 48" 4. LOCATOR WIRE SHALL ORIGINATE/TERMINATE AT VALVE BOXES AND MANHOLES AND BE SECURED TO VALVE BOX OR MANHOLE NO MORE THAN 12" BELOW COVER. 5. LOCATOR WIRE SHALL BE VERIFIED FOR ELECTRICAL CONTINUITY ALONG THE ENTIRE LENGTH 6. MARKER BALLS FOR RECLAIM ONLY, D3 = 24'' PIPE LOCATOR WIRE, MARKING BALLS & TAPE TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-012.00 RESTRAINED LENGTHS, LR, FOR DUCTILE IRON PIPE NOMINAL PIPE INCHES HORIZONTAL BENDS TEESSIZE VERTICAL OFFSETS DEAD ENDS 90' BEND FITTINGS 45' BEND FITTINGS 22-112° BEND FITTINGS DOWN BEND UP BEND DOWN BEND UP BEND DOWN BEND UP BEND 90, 45' 22-112° LRN=O' LRN=10' 4 18 7 4 30 8 31 18 13 7 6 3 31 6 1 25 10 5 1 43 20 44 25 18 10 9 5 44 8 32 13 6 56 34 58 32 24 13 11 6 58 10 38 16 8 68 45 69 38 29 16 14 1 8 69 12 45 19 9 80 57 81 45 34 19 16 9 81 14 51 21 10 91 68 92 51 38 21 18 10 92 16 57 24 11 103 79 104 57 43 24 21 11 104 18 62 26 12 113 90 115 62 48 26 23 12 115 20 68 28 14 125 100 126 68 52 28 25 14 126 24 79 33 16 145 121 1 147 1 79 61 33 29 16 147 RESTRAINED LENGTHS, LR, FOR DUCTILE IRON PIPE WITH POLYETHYLENE WRAP NOMINAL PIPE INCHES HORIZONTAL BENDS TEES VERTICAL OFFSETS DEAD ENDS 90' BEND FITTINGS 45' BEND FITTINGS 22-112° BEND FITTINGSSIZE DOWN BEND UP BEND DOWN BEND UP BEND DOWN BEND UP BEND 90, 45' 22-1/2' LRN=O' LRN=10' 4 26 11 5 69 18 72 26 30 11 14 5 72 6 36 15 7 99 47 102 36 42 15 20 7 1 102 8 47 19 9 130 78 133 47 55 19 26 9 133 10 56 23 11 157 103 159 56 66 23 32 11 159 12 65 1 27 13 185 1 131 187 65 77 1 27 37 13 187 14 74 31 15 211 156 214 74 89 31 42 15 214 16 82 34 16 238 183 241 82 100 34 48 16 241 18 90 37 18 263 207 1 266 90 110 38 53 18 266 20 98 41 20 289 233 1 292 98 121 41 1 58 1 20 1 292 24 113 47 22 337 280 1 340 113 141 47 1 68 1 22 1 340 NOR01 Tjy 0 �a'78=, EFFECTIVE: 10/01/16 NOTES: 1. ALL JOINTS WTHIN THE SPECIFIED LENGTH LR MUST BE RESTRAINED. ALL LENGTHS ARE GIVEN IN FEET. 2. THE MAXIMUM TEST PRESSURE SHALL NOT EXCEED 200 PSI 3. THE MINIMUM DEPTH OF BURY SHALL BE 3' TO TOP OF PIPE. 4. RESTRAINED LENGTHS MAY BE REDUCED WHEN SUPPORTED BY ENGINEERING CALCULATIONS. JOINT RESTRAINT FOR DUCTILE IRON AND POLYETHYLENE WRAPPED DUCTILE IRON WATER PIPE TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-010.04 o v l/1 c 0 C 0 > � v > �3 3 > rn n ro l/1 LL r u Ln ra LL •o l/1 co 01 10 L v rn r 01 Ln N Lu z T U > issv `u u AWN In z V z o z O Q U Ln Q Q > m o °z> z < < z: 0 = cn V--- o QW V U = Q = � U z = �°COa au V / O z IL U ° O ui O m U � � N J Q H W 0 W 3 w cz a Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR pp000000000000 ° N CAR °° ° p °° o°� `O�°°°�JS°p000 /'`0000 0 a\�0 �F �0,0 °0' l�9 00 0 0 0 0 0 o Q 9� 0 0 SEAL o e ° 38549 0 0 2 �° 0 o Oocu81q e4 - FNGINEF-� '�� o ,0° ° °O° 0 40 N��tio00�CIPN� O O00000 3F54902A61E438... Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS Sheet No. 10.05 FC-Ec5 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 2 COURSES OF GRADE RING,' MAXIMUM INROADS ONLY. N GRADE RINGS ALLOWED IN OFF -ROAD INSTALLATION. RINGS TO BE SET IN MASTIC. �LI R�7 C� u)�78z° r d EFFECTIVE: 10/01/16 MANHOLE FRAME AND COVER (TYP.) (SEE APPROVED DETAIL) - OFF ROAD: ANCHOR TO TOP WITH FOUR (4) STAINLESS STEEL EXPANSION BOLTS - INROAD: CONCRETE COLLAR BELOW FINISHED ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE 6" THINK AND 5' MINIMUM O.D. - FRAME TO BE SET IN MASTIC. MANHOLES TO BE PRECAST REINFORCED CONCRETE PER ASTM C478 CONCRETE COLLAR MANHOLE (PAVED AREA) TRACER V\ ATTACHE[ MANHOLE LOCATE ABOVE 1-2 TOP COURSE HB BINDER COURSE CONCRETE COLLAR, MIN. 6" THICKAND 5' MIN. O.D. (MUST SPAN FRAME/CONE JOINT) TRACER WIRE TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: SS-04-001 OCATE WIRE 24" ABOVE PIPE M. M.J. TEE TRACER WIRE 4TTACHED TO PIPE M. NIPPLE (18" LONG) VSIDE FLEXIBLE BOOT ),I.PIPE (1 PIECE OR LANGED PIECES). M. 90 DEGREE BEND :ONCRETE SUPPORT BLOCK M. NIPPLE (18" LONG) VSIDE FLEXIBLE BOOT DNLY t COVER FOR SANITARY SEWER IN PAVED AREAS A (1)VENT HOLE B J FILLETS @ R�8" J 1 )/4" RAISED LETTERING (RECESSED FLUSH) B �(2) PICKHOLES 1" DIAMETER MINIMUM RING TOP VIEW COVER TOP VIEW NOTE: 25" MIN. LABELING OF RECLAIM/STORM MANHOLE COVER TO BE ONE OR OTHER, NOT 23 3�4' MAX.7 5�8"MINIMUM LABELED WITH BOTH. 23 y2' 7 1 3!4" 7 %2' 3 25" MIN. 2 )/8" 33 )/4" 3" SECTION "A —A" 4" MINIMUM WEIGHTS SECTION IIB_BII �10Rrjy RING 190 �C COVER 120 COVER BOTTOM VIEW ALTERNATE LETTERING SPECIFICATIONS: 1. CLASS 35 GRAY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 4. DOMESTICALLY MADE & MANUFACTURED IN TH USA. m tj l O TOTAL 310 STANDARD MANHOLE RING AND COVER EFFECTIVE: 10/01/16 (TYPE I PAVED AREAS) EFFECTIVE: 10/01/16 TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: SS-04-004 VVIV I I\/"1V I VI\ VI MILL VI\VV V L JVIIVT PRIOR TO SEALING LOCATOR WIRE MANHOLE CONCRETE COLLAR DETAIL UNPAVED AREA A SEE TOWN OF PITTSBORO SPECIFICATIONS FOR SEWER SERVICE TAPPING w RIGHT-OF-WAY �� BRASS THREADED CLEANOUT I '—I"— PLUG (ALL USES) FLUSH WITH FINISHED GRADE UNDISTURBED EARTH LOCATE TAPE 4" SCH40 PVC MIN. SLOPE -1 °/ TRACER WIRE -NO. 12 GAUGE SOLID COPPER BARE WIRE ATTACHED TO PIPE 1 11 � 11 1 11 � IIII 1 1III—IIII 1 11 1 11; ,11-111 #78 STONE PVC CONNECTION DETAIL r mNORryO o 178�� EFFECTIVE: 10/01 /1 B� COVER TOP VIEW SEWER SERVICE CONNECTION AND CLEAN OUT DETAIL (3) HEX HEAD 3�8" 16 ZINC PLATED BOLT WITH ZINC WASHER & ZINC COATED STAINLESS STEEL NUT A SPECIFICATIONS: 1. GRAY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 4. DOMESTICALLY MADE AND MANUFACTURED IN THE USA. 1 Y2" RAISED LETTERING (RECESSED FLUSH) - (4) 1" DIA. HANDLING HOLES ON A 29 3�4" DIA. B.C. 4" SCH 40 PVC CLEAN OUT DETAIL 5 6„ Vj COVER SECTION 45' BEND WYE TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: SS-04-005 CAST -IN STAINLESS STEEL ROD a FRAME SECTION CAST -IN GROOVE FOR �4" DIAMETER NEOPRENE GASKET �25/8 27" 3/4„ 5" 25 y4" 28" 2 3�6„ 32" COVER SECTION m �7 A —A A —A TOWN OF PITTSBORO 787�,o TOWN OF PITTSBORO STANDARD CONSTRUCTION STANDARD MANHOLE RING AND COVER STANDARD CONSTRUCTION DETAIL DETAIL STANDARD NO: SS-04-002 EFFECTIVE: 10/01/16 (OUTFALLS OR UNPAVED AREAS - WATERTIGHT APPLICATIONS) STANDARD NO: SS-04-003 MANHOLE FRAME AND COVER (TYP) - OFF ROAD: ANCHOR TO TOP WITH FOUR (4) STAINLESS STEEL EXPANSION BOLTS -INROAD CONCRETE COLLAR BELOW FINISHED ROAD COURSE AND EMBEDDED IN GRAVEL BASE COURSE 6" THICK AN D 5' MINIMUM O.C. - FRAME TO BE SET IN MASTIC I-2 TOP COURSE 2 COURSES OF GRADE RINGS NOR Ty MAXIMUM IN ROADS ONLY. ,;:}.`:s,•s NO GRADE RINGS ALLOWED 28'. QO C� IN OFF -ROAD INSTALLATION. HB BINDER COURSE O RINGS TO BE SET IN MASTIC ooco �a1787a ° �� TOWN OF PITTSBORO STRAIGHT WALL OF ETE COLLAR, MIN. 6" CK AND 5' MON ORD. (MUST PAN FRAME CIONE JOINT) M.H. TO BE LOCATED OUTSIDE DROP MANHOLE STANDARD CONSTRUCTION OVER INLET MANHOLE STEP ARE NOT DETAIL TO BE PROVIDED NOT TO SCALE EFFECTIVE: 10/01/16 STANDARD NO: SS-04-007 INTERIOR JOINT: APPLY NON -SHRINK GROUT BUTYL RUBBER MASTIC JOINT (TYP) 6" WIDE BUTYL MASTIC \.:. TAPE ON EXTERIOR OF JOINT (TYP) MH DIAMETER RESILIENT RUBBER BOOT See"Standard Specifications" WITH SS CLAMPS 5 NORr o,y m�110 178�� FECTI VE: 10/01/16 PRECAST MANHOLE NOT TO SCALE PRECAST INVERTS ONLY TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: SS-04-008 Q-o NORTyO FRAME SECTION III IIII COMPACTED BACK FILL � UNDISTURBED I TRENCH WALL 1 IIII II II SDR 26 OR III: SDR 35 PVC IIII IIII TOP OF PIPE SDR 26 PVC III_ EMBEDMENT (a IIII MATERIAL HAUNCHING SPRING LINE 1 EIII; OF PIPE I IIIII IIII 4" BEDDING MINIMUM III III III III III III III II STANDARD BEDDING FOR 4' TO 14' DEPTHS III=11 CCOMPACTED - BACK FILL UNDISTURBED TRENCH WALL IIII I IIII 6 INITIAL III BACKFILL III EMBEDMENT - III MATERIAL HAUNCHING III „III III- 6" MINIMUM BEDDING �—PIMP — IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SPECIAL BEDDINGII FOR 14'-20' DEPTHS NOTES: 1. EMBEDMENT MATERIAL MUST BE CLASS 1 (#67 OR #78M WASHED STONE IS TYPICALLY USED). 2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL. 3. UNSTABLE TRENCH BOTTOMS SHALL HAVE AN APPROVED FOUNDATION PLAN PRIOR TO PIPELINE INSTALLATION. 4. ALL SANITARY SEWER LINES LESS THAN 4 FEET AND OVER 20 FEET IN DEPTH MUST BE DUCTILE IRON PIPE. BEDDING FOR PVC SANITARY SEWER PIPE o 0 Vl c 0 C 0 > 03 � v > �3 f 3 > l/1 rn ILI- /� u V / ra = J co M tT i v tr r (71 Ln N W z v z ra c v `u AWN V Z o Z O Q U Q Q >10 m o 06 > z< < O=�o ~ N W u Q `p cn U = Q = U Z = Q �°COau V / O Z IL U ° O w O CID U � � N J Q H W 0 ry 3 w Cz a 3 Job No. Drawn By 150098.31 W R Date Designer 09/12/2022 WR pp000000000000 ° N CAR °° ° o °° o° G o°° `O�G.O��oO000 /41 0, 0 a�\l0 �F �041 "`9 00 o o Q 9r oo a SEAL o 0 0 o .10 38549 0 02�, o oo o° \ o f.000 N I�ti�la°° s�`* ,tl��IR °° O °00000000000", 10/10/202 OSF54902A61E438... Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3 REVISION PER EC 10/10/22 COMMENTS 1 Sheet No. C10.06 1 DocuSign Envelope ID: 2CDBA955-F94A-4627-9FD1-C749513C80A5 EFFECTIVE: 10/01/16 u 0 ro(n O 6 51Oa x xo WATER LINE EXCLUSION AND EXTRA PROTECTION ZONES* GRAVITY SANITARY SEWER rn w it 4' 2' > 2' 4' 2' VARIES 2' PRESSURI OR FORC SANITARY SEWER M PRESSURIZED SANITARY SEWER rn w cr 4RIES NOTES: ZONE A: NO WATER LINES ALLOWED/MINIMUM SEPARATION. ZONE B: EXTRA PROTECTION REQUIRED FOR WATER LINES. REFER 15A NCAC 18C.0906 WATER AND SANITARY SEWER SEPARATION/PROTECTION NOTES: 1. SPACING FOR SPIDERS TO BE 2 PER 18 FOOT LENGTH OF PIPE, ONE SUPPORT AT EACH END. 2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION. 3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN cl nD1= IKI r'ADDICD DIDC NOR^0in0%+78�° EFFECTIVE: 10/01/16 SHOES ON EACH FOOT OF SPIDER D.I.P. CARRIER PIPE —� CONTINUOUS WELD BOTH SIDES (TYP.)� TOWN OF PITTSBORO D7�P NOR;1mr+ STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-003.00 EFFECTIVE: 10/01/16 LS ENCLOSED ENDS WITH neA-1- PLAN VIEW STEEL CASING PIPE, CARRIER NOT TO SCALE STEEL ENCASEMENT PIPE (SEE STANDARD SPECIFICATIONS) 6" x 3/" STEEL PLATE TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-002 WATER LINE EXTRA PROTECTION DUCTILE IRON PIPE WITH RESTRAINED OR MECHANICAL JOINTS* 5y4„ 5�4„�41Y2°8" BOTTOM SECTION mW 0 Up wz rczo FK,<< 0 Uoz zo oo FU3 MECHANICAL OR RFSTRAINED .IOINT.q (OR NO J( NO JOINTS EXTRA PROTECTION DUCTILE IRON PIPE (GRAVITY OR PRESSURIZED) SEWER LINE NOTES: "REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION 15A NCAC 18C.0906 TOWN OF PITTSBORO WATER AND SANITARY SEWER SEPARATION/PROTECTION 1" RAISED LETTERING (RECESSED FLUSH) (2) CLOSED PICKHOLESBOX SHALL BE OVER VALVE RECLAIMED WATER2ALL PARTS SHAL 5�2THE SAME MATE SUPPLIED BY TH VALVE BOX COVER, MANUFACTURER PANTONE 522 PURPLE. LID w mg 1Y2„6%7y8" SQUARE UPPER SECTION Vz S2 wo ENCASEMENT FOR PIPE CROSSING* A rnw4" > 4" 2" 2" NO. 3 STIRRUPS36" O.C. ,(4) N0.4 BARS+HIGHER WATER SEWER MAIN J2" 10'MIN. 10'MIN. PERPENDICULAR PERPENDICULAR 4 °7----_�-------d _I - darda ..da �.10R Ty m C� r 1+7 17�° 8� STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-004.0o EFFECTIVE: 10/01/16 PVC C-900 OR C-905 WATER MAIN COMPLETE BOX NOTES: 1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 Ibs. 2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST FROM CLASS 35 GRAY IRON. 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK. TOWN OF PITTSBORO STIRRUPS STIRRUPS w mg 1Y2„6%7y8" SQUARE UPPER SECTION Vz S2 wo ENCASEMENT FOR PIPE CROSSING* A rnw4" > 4" 2" 2" NO. 3 STIRRUPS36" O.C. ,(4) N0.4 BARS+HIGHER WATER SEWER MAIN J2" 10'MIN. 10'MIN. PERPENDICULAR PERPENDICULAR 4 °7----_�-------d _I - darda ..da �.10R Ty m C� r 1+7 17�° 8� STANDARD CONSTRUCTION DETAIL STANDARD NO: MU-02-004.0o EFFECTIVE: 10/01/16 PVC C-900 OR C-905 WATER MAIN COMPLETE BOX NOTES: 1) VALVE BOX COVER SHALL WEIGH A MINIMUM 13 Ibs. 2) ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE CAST FROM CLASS 35 GRAY IRON. 3) ASSEMBLY SHALL BE DOMESTICALLY MADE AND MANUFACTURED IN THE U.S.A. 4) ASSEMBLY OTHER THAN COVER SHALL BE PAINTED BLACK. TOWN OF PITTSBORO STIRRUPS STIRRUPS EDGE SPACING SPACING 24" 36" a 14 d 4 4 777 10' MIN. 10' MIN. PERPENDICULAR PERPENDICULAR LOWER WATER OR SEWER MAIN SECTION A -A NOTES: 1. CLASS 'C' CONCRETE *REFER TO TOWN OF PITTSBORO STANDARD SPECITICATIONS SECTION 15A NCAC 18C.0906 TOWN OF PITTSBORO WATER AND SANITARY SEWER STANDARD CONSTRUCTION SEPARATION/PROTECTION DETAIL STANDARD NO: MU-02-005.00 FINISHED GRADE ENCASEMENT PER TOP SPECS. VALVE BOX COVER, PANTONE 522 PURPLE. STANDARD RECLAIMED VALVE BOX CAST INTO SURFACE MATERIAL. SEE COVER DETAIL (THIS < SHEET). d a.. MECHANICAL JOINT GATE VALVE. RESTRAINED. CONCRETE 4` a ENCASEMENT 4 a a .< RECLAIMED °. a WATER n. - a° a a C ° a a a a d .d G a a as a COVER DETAIL TOP VIEW 12" WASHED STONE BEDDING UNDER PIPE & VALVE ASSEMBLY 1' TOWN OF PITTSBORO DETAIL I RECLAIMED WATER GATE VALVE ASSEMBLY DETaiE STANDARD NO: RW-06-013 EFFECTIVE: 10/01/16 STANDARD NO: RW-06-014 STANDARD MANHOLE RING AND COVER LABELED (2) 1/2" x 13�4" HEX HEAD, STAINLESS STEEL BOLTS AND "RECLAIMED WATER DO NOT DRINK" WASHERS AT 180° COUNTERSUNK. BOLTS & WASHERS FINISHED GRADE TO BE TYPE 316 STAINLESS STEEL. I— — — — — — II_ VENT ��—��—��—��—��—II III—I�—I� I�I �H C — —III- o noHOLE I—III(2) OPEN PICKHOLES cNOR1" DIAMETER a��ECCENTRIC CONEO SECTION m'78J�COMBINATION AIRFILLETS @ R 1/8"VALVE SIZED FOR THEPROPOSED USE 1y4" RAISED LETTERING wqT �°ER DD(RECESSED FLUSHCOVER TOP VIEW PRECAST MANHOLENO LEAD BRASS SECTION COLLARNO LEAD2" GATE PVC RECLAIMED BRASS PIPE VALVE WATER MAINTAPPED TEE FITTING W/ STANDARD VALVE BOX INSTALLATION PANTONE 522 NO LEADoRESTRAINED WEDGE COVER LABELED RECLAIMED WATERPURPLE CORPORATION ACTION RETAINER SECTION VIEW (SEE DETAILRW-06-013) EXISTING SANITARY STOP GLANDS SEWER MANHOLE --- RECLAIMED WATERCAUTION RECLAIMED WATER DO CAUTION RECLAIMED WATERMETER & VAULT FINISHED GRADENOT DRINK DO NOT DRINK FINISHED GRADE- STANDARD VALVE BOX (FOR RECLAIMED WATER) THREADED COUPLING 6"-12" FROM FINISHED GRADE PLAN VIEW 2" GATE VALVE THREADED INLET/OUTLET RECLAIMED WATER NO LEAD CORPORATION STOPMETER &VAULT0 O C=CAll ONRECLAIMEDWATER QDONOTDRINKTAPPED TEE FITTING W/ RESTRAINED WEDGE ACTION RETAINER GLANDS NO LEAD TEE CONNECTION TO BLOW -OFF ASSEMBLY RING & COVER SPECIFICATIONS: 1. CLASS 35 GREY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. MANHOLE COVER TO BE PAINTED PANTON522 PURPLE, AT MINIMUM 10-mils. 4. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE & MANUFACTURED ITHE USA. 10/77777/7=7 r^TAMPED ---4 IN. RECLAIMED 2" PVCBACKFILL6,WATER METERPIPE 2" GATE VALVEFOUR ANCHOR BOLTS MAIN LOCK THREADEDINLET/OUTLETCAP SDR 21 PVC "THICK 12" 12"-No. 57 STONEMINIMUM 1/2" MINIMUM WATER-PROOFT"." a>� :v<,2" SDR 21 PVC NON -SHRINK GROUTALL CONNECTIONS OSHALL BE COREDPROVIDE PIPING IN PANTONE 522 NO LEAD TEE CONNECTION TO 4" 48"PURPLE WITH THE WORDS "CAUTION BLOW -OFF ASSEMBLY SANITARYRECLAIMED WATER DO NOT DRINK" BLOCKING PVC TRANSITION ADAPTER (SOCKET x SEWER STAINLESS STEEL FEMALE IPT) (TYPICAL) 2" NO LEAD BRASS NOTES: NIPPLE 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE. NOTES: PIPE 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS 1) FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE EQUAL TO THE MAIN SIZE AS THEOTHERWISE NOTED 3. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5'IN DEPTH. 4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS, CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. STANDARD COMBINATION AIR VALVE MANHOLE EXISTING SANITARY SEWER MANHOLE sTANDARDNo: Rw-o6-o11 EFFECTIVE: 10/01/16 (FOR RECLAIMED WATER) EFFECTIVE: 10/O1/16 ( ) k1 OR 71 0r1o�,�78�c BLOW -OFF VALVE AND THEN REDUCE TO THE 2SDR 21 PVC PIPE. {DR 21 PVC PIPE SHALL BE PROVIDED WITH 200 P.S.I. PRESSURE RATING AND CONNECTED WITH BELL/SPIGOT SOLVENT WELD JOINTS. 3DR 21 PIPE SHALL BE PROVIDED IN PANTONE 522 PURPLE AND LABELED AUTION RECLAIMED WATER DO NOT DRINK". TOWN OF PITTSBORO STANDARD RECLAIMED WATER BLOW -OFF ASSEMBLY, TYPE 3 STANDARD CONSTRUCTION DETAIL MINIMUM WEIGHTS RING 180 COVER 120 TOTAL 300 RING TOP VIEW TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: RW-06-012 E CO >�>l/1 rnLL Ln/IIu ' 0co 01 �Qj i v;01�LnLLJ zv ILI% uRAWn o Q U icz QZQZ)O o w= a uIL U °O w O U� Wawww3: JWV Nw Job No. Drawn By 150098.31 WR Date Designer 09/12/2022 WR pp00000000000p0o°° N CAR o0 �0°o��SJ00000 /00oo 10,EO°0 0 °9rO O SEAL ° °O38549 oco oo- 0. oo FNGINEF '��0 oo°�00000 A0000902A61E438...101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3REVISION PER EC 10/10/22 COMMENTS heet No. C10.07 RING & COVER SPECIFICATIONS: 1. CLASS 35 GREY IRON. 2. COMPLIES WITH ASTM A48 CL35B. 3. MANHOLE COVER TO BE PAINTED PANTON522 PURPLE, AT MINIMUM 10-mils. 4. ALL LETTERING SHALL BE CLEAN, CRISP, AND CLEARLY LEGIBLE. 5. DOMESTICALLY MADE & MANUFACTURED ITHE USA. 10/77777/7=7 r^TAMPED ---4 IN. RECLAIMED 2" PVCBACKFILL6,WATER METERPIPE 2" GATE VALVEFOUR ANCHOR BOLTS MAIN LOCK THREADEDINLET/OUTLETCAP SDR 21 PVC "THICK 12" 12"-No. 57 STONEMINIMUM 1/2" MINIMUM WATER-PROOFT"." a>� :v<,2" SDR 21 PVC NON -SHRINK GROUTALL CONNECTIONS OSHALL BE COREDPROVIDE PIPING IN PANTONE 522 NO LEAD TEE CONNECTION TO 4" 48"PURPLE WITH THE WORDS "CAUTION BLOW -OFF ASSEMBLY SANITARYRECLAIMED WATER DO NOT DRINK" BLOCKING PVC TRANSITION ADAPTER (SOCKET x SEWER STAINLESS STEEL FEMALE IPT) (TYPICAL) 2" NO LEAD BRASS NOTES: NIPPLE 1. TAP SIZE AND ISOLATION VALVE TO BE SAME SIZE AS AIR VALVE. NOTES: PIPE 2. ALL PIPING AND FITTINGS, IN THE MANHOLE, SHALL BE NO LEAD BRASS OR BRONZE UNLESS 1) FOR MAINS THAT ARE TO BE EXTENDED, USE A VALVE EQUAL TO THE MAIN SIZE AS THEOTHERWISE NOTED 3. CONCENTRIC CONES MAY BE USED FOR AIR VALVE MANHOLES LESS THAN 5'IN DEPTH. 4. INSIDE OF MANHOLE TO BE PAINTED PANTONE 522 PURPLE WITH THE WORDS, CAUTION RECLAIMED WATER DO NOT DRINK, STENCILED ON TWO SIDES. STANDARD COMBINATION AIR VALVE MANHOLE EXISTING SANITARY SEWER MANHOLE sTANDARDNo: Rw-o6-o11 EFFECTIVE: 10/01/16 (FOR RECLAIMED WATER) EFFECTIVE: 10/O1/16 ( ) k1 OR 71 0r1o�,�78�c BLOW -OFF VALVE AND THEN REDUCE TO THE 2SDR 21 PVC PIPE. {DR 21 PVC PIPE SHALL BE PROVIDED WITH 200 P.S.I. PRESSURE RATING AND CONNECTED WITH BELL/SPIGOT SOLVENT WELD JOINTS. 3DR 21 PIPE SHALL BE PROVIDED IN PANTONE 522 PURPLE AND LABELED AUTION RECLAIMED WATER DO NOT DRINK". TOWN OF PITTSBORO STANDARD RECLAIMED WATER BLOW -OFF ASSEMBLY, TYPE 3 STANDARD CONSTRUCTION DETAIL MINIMUM WEIGHTS RING 180 COVER 120 TOTAL 300 RING TOP VIEW TOWN OF PITTSBORO STANDARD CONSTRUCTION DETAIL STANDARD NO: RW-06-012 E CO >�>l/1 rnLL Ln/IIu ' 0co 01 �Qj i v;01�LnLLJ zv ILI% uRAWn o Q U icz QZQZ)O o w= a uIL U °O w O U� Wawww3: JWV Nw Job No. Drawn By 150098.31 WR Date Designer 09/12/2022 WR pp00000000000p0o°° N CAR o0 �0°o��SJ00000 /00oo 10,EO°0 0 °9rO O SEAL ° °O38549 oco oo- 0. oo FNGINEF '��0 oo°�00000 A0000902A61E438...101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3REVISION PER EC 10/10/22 COMMENTS heet No. C10.07 o Q U icz QZQZ)O o w= a uIL U °O w O U� Wawww3: JWV Nw Job No. Drawn By 150098.31 WR Date Designer 09/12/2022 WR pp00000000000p0o°° N CAR o0 �0°o��SJ00000 /00oo 10,EO°0 0 °9rO O SEAL ° °O38549 oco oo- 0. oo FNGINEF '��0 oo°�00000 A0000902A61E438...101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3REVISION PER EC 10/10/22 COMMENTS heet No. C10.07 pp00000000000p0o°° N CAR o0 �0°o��SJ00000 /00oo 10,EO°0 0 °9rO O SEAL ° °O38549 oco oo- 0. oo FNGINEF '��0 oo°�00000 A0000902A61E438...101101202 Revisions 1 SIGNATURE SET 06/27/22 2 SCM#2 REMOVAL 08/08/22 3REVISION PER EC 10/10/22 COMMENTS heet No. C10.07