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SUB201600061 Plan - Approved Road Plan and Comps. 2016-07-25
ROAD FLAN fOR EXIST NEW DESCRIPTION 165 T : x 125 TC TOP OF CURB ELEVATION 154 x 125- SPOT ELEVATION 165 TW x '125 TW TOP OF WALL ELEVATION 165 BW x 125 BW BOTTOM OF WALL ELEVATION BENCHMARK =.-- = —�-- STORM SEWER Ro ROOF DRAIN �—� SEWER LINE W W WATER LINE _G GAS LINE WE — OHE— OVERHEAD ELECTRIC WIRE W — UGE — UNDERGROUND ELECTRIC �- MIT -- — OHT — OVERHEAD TELEPHONE LINE _ UGT - — UGT — UNDERGROUND TELEPHONE LINE PROPERTY LINE ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK D 0 I- I DRAIN INLET (DI) O SANITARY MANHOLE C C PLUG ® WATER VALVE & BOX ♦. FIRE HYDRANT ® WATER METER �-� LIGHT POLE -# UTILITY POLE SANITARY EASEMENT GRADING EASEMENT - - - DRAINAGE EASEMENT -- UTILITY EASEMENT WATER EASEMENT w ACCESS EASEMENT - _ STORM DRAINAGE EASEMENT TREE LINE -� — - FENCE _ STREAM — 312 — _12— INTERVAL CONTOUR 300-- oo INDEX CONTOUR CG-2 CG-2 STANDARD 6" CURB CO-6 CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP NEE, ASPHALT y y y�y GRASS EC-2 MATTING EC-3 MATTING WETLAND _i BUILDABLE OPEN SPACE io io PARKING COUNT ®� ®� CROSSWALK HANDICAP ACCESSIBLE AISLE CG-12 C HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. GLENMORE K2C 11 TAX MAF 93A5-1 SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY., VIRGINIA VICINITY MAP SCALE: 1 "-2,000' a IMAGE PROVIDED BY GOGGLE MAPS SHEET INDEX s SITE Ef�i'tEa �c a� SITE .� x, yrt�.h ■ PROPERTY INFORMATION OWNER: GLENMORE PARTNERS, LLC PO BOX 645 CHARLOTTESVILLE, VA 22902 DEVELOPER/ CONTRACT PURCHASER: RED DIRT DEVELOPMENT PO BOX 645 CHARLOTTESVILLE, VA 22902 BASE INFORMATION TOPOGRAPHIC INFORMATION SHOWN ON THE PLANS IS A COMPILATION OF THE FOLLOWING: TOPOGRAPHY VISUALLY VERIFIED BY JUSTIN SHIMP, P.E., AUGUST 2015. TOPOGRAPHY AND PLANIMETRIC INFORMATION VERIFIED WITH FIELD SURVEY ON JULY 7, 2014 BY ROUDABUSH, GALE & ASSOCIATES. JAMES H. BELL JR., P.C. (U.S.G.S. DATUM) DATE OF PHOTOGRAPHY FEB. 22, 1998, DATE OF COMPILATION MARCH 12, 1998 ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PERIMETER ROAD AS -BUILT ROAD AND UTILITY PLANS - CARROLL CREEK ROAD AND FARRINGTON ROAD PLANS DATED APRIL 4, 2008. ROUDABUSH, GALE & ASSOCIATES AS -BUILT CONDITIONS FROM GLENMORE PRIVATE ROAD PLANS FOR SECTIONS N, 0 & P, PHASE Il, DATED MARCH 6, 2001. DATUM: NAVD 29 BENCHMARK: ELEV. 290.97 BOLT FIRE HYDRANT RIGHT FRONT BONNET NAD83 VIRGINIA STATE PLANE SOUTH WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY ZONING: PRD MINIMUM BUILDING SETBACKS (SEE PROFFERS): FRONT: 25' SIDE: 10' REAR (ON ADJACENT LOT): 20' REAR (OPEN, SPACE): 10' BUILDING SITES Building sites are shown as a composite of serveral products that the builder may construct. The builder will provide a detailed grading plan for the building permit. TRIP GENERATION Proposed use: Single family detached dwellings, ITE code 210, Road A: 23 dwellings, projected ADT 230 trips/day. Road B: 10 dwellings, projected ADT 100 trips/day. Road C: 18 dwellings, projected ADT 180 trips/day. Road D: 11 dwellings, projected ADT 110 trips/day. Total: 62 dwellings, projected ADT 620 trips/day. ACSA DEDICATED USE 50' Private Right -of -Way shall be dedicated for ACSA utilities as shown. CI - C O V ER 5 H E ET C 1 7- WAT E RL I N E D ETA I L5 by the. Albemarle County Departmer�$ C 2 - P Ef=E SAND STANDARD NOTES RO R C 18 - SANITARY .DETAILS AND PROFILES �om►� � ,jev�lo�ment S I G N AT U r t E BLOCK D sv n zn t--�-'y-- DATE C3 - EXISTING CONDITIONS * DEMO PLAN C 19 - 5AN ITARY PROFI LE5 C4 - SITE OVERVIEW C20 - 5AN ITARY PROFILES C5 - SITE LAYOUT - PHA5E I C21 - STORM PROEILE5 CURRENT DEVELOPMENT PLANNER CG - SITE LAYOUT - PHASE 2 C22 _ ER0510kI 4ND r;QNTRni %C7 v�N4411 - SITE LAYOUT - PHASE 3 —J—r yin-r-F� NP PFTQ`II g CURRENT DEVELOPMENT ENGINEER rv—'tom C8 - GRADING PLAN - PHASE I - C'72 aH4�F I e✓I�n��n�i o(\IP �FPIN�F�IT C9 - GRADING PLAN - PHA5E 2 �nRQk PLAN ALBEMARLE COUNTY SERVICE AUTHORITY C 10 - GRADING PLAN - PHASE 3 FHA 0510N UID 5EDIME iT C I I - LANDSCAPING PLAN FIRE OFFICIAL C 12 - LANDSCAPING AND SITE DETAILS - G29 [�nGSInr\I n NIr'1 9Fn nln I✓�I-r Gn�ITl�nl nE-rn II S �°�� � C 1 3 - ROAD A PLAN AND PROFILE - 2G SEDIMENT- BASIN n�`-rND SEDIMENT TIPnP ARCHITECTURAL REVIEW BOARD C 14 - ROAD A PLAN AND PROFILE DETA I L5 BUIILDING OFFICIAL C 15 - ROADS B * D PLAN AND PROFILE , C27 - ST9ran nWATEp G9t\iVER519H PET -AILS S C I G - ROAD C PLAN AND PROFILE VIRGINIA DEPARTMENT OF TRANSPORTATION JUSTIN M. SHIMP > Lic No.t45183 14, 1+i►'sSIONAL .Vl � GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies February 1997 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16, Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and be installed prior to any clearing, grading or other construction. 4. All slopes and distw-bod areas are to be fertilized, seeded and mulched. 5. The maxirrnum allowoble slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip —rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, for designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 'UP-1 Original Proffer _X Amended Proffer (Amendment ## ____) PROFFER FORM Date: November 14,200 ZMA # 2006-016 Tax Map and Parcel'Number(s) Tax May 93 Parcels Al-1 A5-1 and Tax Map Parce194-74 and portions of Tax Map 94 Parcels 15, 16, 16A. 111.73 Acres to be rezoned from PRD/RA to PRD The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to rezone the Property from the RA to the PRD zoning district as requested, the Owner shall develop the Property in accord with the following proffered development conditions (each, a "Proffer," and collectively, the "Proffers"), which the Owner acknowledges are reasonable, pursuant to Section 15.2-2303 of the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. If rezoning application ZMA 2006- 015 is denied, these proffers shall immediately be null and void and of no force and effect. This Proffer Statement shall relate to the Application Plan entitled "Master Plan, Glenmore", dated November 2, 1990, and prepared by Clower Associates, Inc., the Application Plan entitled "Glenmore Planned Residential Development Application Plan for ZMA 99-016, dated April 12, 2000 and more specifically the plan entitled, "Glenmore Section K-2", dated June 15, 2007, last revised November 14, 2007, and prepared by Roudabush, Gale, and Associates, Inc. 1. The development of the Property shall be limited to those uses allowed by right under Section 19.3.1 (1), (5), (6), (7), (8), (9), (10) and (11) and those uses allowed by special use permit under Section 19.3.2(2), (4), (8), (9), (10) and (11) of the Zoning Ordinance of Albemarle County, Virginia (hereinafter referred to as the "Zoning Ordinance" and the "County") as those Sections are in effect on November 14, 2007, copies of which are attached hereto. The residential development on the Property shall not exceed one - hundred ten (110) single family units. Of the one -hundred ten (I 10) single family dwelling units, seventy-six (76) single family dwelling units are in addition to, and not counted pis part of, the eight hundred thirteen (813) units authorized in Glenmore PRD by ZMA 99.016; thirty-four (34) single family dwelling units are counted as part of the the eight hundred thirteen (813) units authorized in Glenmore PRD by ZMA 99-016. 2. In order to establish a future public greenway trail for the County along the Rivanna River, vrithin one (1) year after the date of approval of ZMA. 2006-1016, the Owner shall I 1 Housiii; Program. The per lot cash contribution shall be paid to Albemarle County prior to the issuance of a building permit for each lot. 5. Beginting Januunry 1, 2008, the amount of cash contribution required by Proffer somber 3 shall be adjusted annually until paid, to reflect any increase or decrease for the preceding calendar year in the Comparative Cost Multiplier, Regional City Average, Southeast Average, Category C: Masonry Bearing Walls issued by Marshall Valuation Service (a/k/a Marshall & Swift) (the "hldex") or the most applicable Marshall & Swift index determined by the County if Marshall & Swift ceases publication of the Index identified herein. In no event shall any cash contribution amount be adjusted to a sunn less than the amount initially established by these proffers. The annual adjustment sliall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the Index as of December 1 in the year preceding the calendar year most recently ended, and the denominator of which shall be the Index as of December 1 in the preceding calendar year. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. & In order to provide a higher level of Erosion and Sediment Control than is required by current State and Local regulation, the Owner shall adopt construction procedures and practices that limit the amount of disturbed area and provide enhanced protection for areas historically prone to erosion. These procedures and practices shall include: A. Limit construction activity such that not more than 30 acres of the proj ect is disturbed at any point in time. For the purposes of this proffer, disturbed areas will be determined by the Program Authority based on the active E&S plan with adjustments to include additional areas of disturbance and exclude areas where permanent stabilization has been installed. B. Utilize wire reinforced silt fence to control runoff from building construction. C. Utilize permanent seed and matting to stabilize all slopes steeper than 3H:1V. D. Modifications to the above may be granted by the Program Authority due to special circumstances during review of the E&S plan. -Signature Page Follows - 3 3 9 dedicate in fee simple to the County for public use no less than 43.45 acres in greenway area, as shown on Attachment A, entitled "Glenmore Greenway Trail, Final Exhibit," prepared by Roudabush, Gale, and Associates, Inc, and dated June 18, 2007 (the "Greenway Trail Area"). Such Greenway Trail Area may be increased as mutually agreed by the Owner and the County and includes the greenway area originally intended -to be included in the greenway pursuant to proffer no. 6 of "ZMA 79-16" (such proffer correctly identified as proffer no. 6 of "ZMA 97-16) and the additional area comprising a minimum of 14.98 acres proffered pursuant to this ZMA 2006-016. A. Prior to dedication of .the Greenway Trail Area to the County, no buildings shall be constructed, or erected within the Greenway Trail Area without the consent of the County and it shall be otherwise preserved in its natural state except for establishing pedestrian and riding trails and general beautification including, but not limited to, the clearing of underbrush, removal of dead trees and shrubs, and cleanup of the river. $. Prior to dedication of the Greenway Trail Area to the County, the Owner may grant across the Greenway Trail Area utility easements, access easements to the Rivanna River for residents of Glenmore and members and guests of the Glenmore Country Club and may build riding trails or make similar uses of the area, provided that such utility and access easements allow the County's use of the surface of the easement area to be used as a greenway, including the establishment of signs, benches and other accessory improvements, and do not otherwise interfere with the County's future use of the Greenway Trail Area as a- greenway. - C. The Owner shall convey the Greenway Trail Area by Deed of Gift and Easement Agreement. The Deed shall be accompanied by a subdivision plat depicting the Greenway Trail Area and bearing a notation that the Greenway Trail Area is dedicated for public use, subject to provisions and reservations contained within the Deed. If, at the time of dedication, the Greenway Trail Area is not dedicated by an accompanying subdivision plat, the Owner shall pay the costs of surveying the Greenway Trail Area, preparing the subdivision plat or other depiction thereof acceptable to the Director of Community Development and the County Attorney, and preparing and recording the Deed, and further provided that the Deed is in a form approved by the County Attorney. D. After dedication, the Greenway Trail Area shall continue to be counted as open space for the purposes of the Glenmore Master Plan and required density. To offset public expenditure on Capital Improvement Projects, the Owner shall contribute sixteen -thousand five -hundred ninety dollars ($16,590) in cash for the purposes of funding transportation, public safety, school, parks and library improvements to offset public expenditure on Capital Improvement Projects. The per lot cash contribution shall be paid to Albemarle County prior to the issuance of a building permit for each lot. To provide capital for Albemarle County's Affordable Housing Program, the Owner shall contribute two -thousand nine -hundred fifty-two dollars ($2,952) in cash for each dwelling lot oT. the, Property to provide capital for Albemarle County's Affordable 2 GLENMORE ASSOCIATES LIMITED PAR.TNERSIiHP, a Virginia limited partnership BY: The Frank A. Kessler November 18, 199fa,/, I' A Row COMMONWEALTH OF VIRGINIA C /COUNTY OF iQ L&mg l z , to wit: 1 ofyqbst dated neral Partner (SEAL) ar Trustee /9 /d .(SEAL) The foregoing instrument was acknowledged before me this 13 day of November, 2007, by Michael D. Comer, Successor Trustee under The Frank A. Kessler Declaration of Trust dated November 18,1996, as amended, General Partner of Glenmore Associates Limited Partnership. • otary Public My Commission Expires: I - 3 I - � IDI C) My Notary Registration No.: Z!) 1 ``>< '55 Q COMMONWEALTH OF VIRGINIA -/COUNTY OF to wit: The foregoing instrument was acknowledged before me this i a5 day of November, 2007, by Peggy B.'Kessler, Successor Trustee under The Frank A. Kessler Declaration of Trust dated November 18,1996, as amended, General Partner of Glenmore Associates Limited Partnership. otary Public i My Commission Expires: My Notary Registration No.: s t \4855492.2 SR$NDA D. SHORT Notary Public Commonwoalfh of Vlrpiniv 3146l12 4 Mlyr Comrntalon Sxplres Jon 31. 2010 IN M. IMP LIC. 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I � I I ,,.� 1. � I - r . ; r I . . �. � --`.':.-... ; � ' � i ! . 7' <* -, ;�, '. --�r'. - � -- - - - i , 1.�� �� . 11� -�, -, -,�'. -, --.-/ �� I . j , .. i � - /. 7� - � . it , � I 4 51 � -1 ,-,/ � I VDOT App. B(1)) @ 50' 0. C.: . - 11 � �-.--.*Iil� I : . . , . '.. 1. � .. ,. 1. �> , - , , �1 - , �� ` �,-, I - - , 1. I i. . > , . � -/ . .. 11, . I . .. ,N� V , t- ---4 1 � I -,,/ I ? f � ! !: I , . . . ".. .1 I I ,� . I Road "A": 2765 LF/50 = 56 Trees , - ., � ,-. , 1� ; � I , ,�, , �- -- �, � .1 . 1 i � 1. . / * 400 1 * -,-" I I .. 4, . - � , V& - . --.,, - - , 11 - - C'Y I 0 , . , ,� 7,4:�� - - , � ., i - ,� . .1 �,- � :. - . I;, 'I..- ", .,��. 'r \; i �.-- --T.", . �� .�-" k , < f. 'C " .1 .. � . . . "Ai '. -% . .1 I 11 .3 . . .-�. - . -1 3 1 = 12 Trees , . I . : I ,� -�, , ,� . , "V �,-,�' - - * - , �.. -.1.111 , � ! Road "B": 615 LF 50 1 --.;., . ,-,O .": ". , -,;I - ��, -� - . , 1* �-- ( � k .1 , ', , , .1.. 1.1-1 I / I .... . 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L ,., , .... �� ," - " * 4� �� -- * ` - '! , \ . 11 I 11::::,�-- .. %,.: . ) (r �. -1 a �Z'l . /� - ", - - .,; \ "I I . . -If s-,.-,�.Nx�� 1. �- 'I; . . , New Street Trees Provided: Road "A" = 58 Trees ,41 -,�; � . '11�1-� . t .., ; , - , e . � 11 ,I ., .1 ! , - , - I \ I . t Road "B" = 12 Trees � - I � i . I * - 1 1 1 \ -1 ; it I lil � /Y , t /�' '- --�' - � ,�, : I! � .:.z.,1 � , . , . , , , I ; � . ., . , .. IN ; . � . : � ; -� 43 ,'�'. , . I --� . - �� .�,*; -,. - , I 1-�, - - `411 (41).... - I., - -�-, � -- � , > ;. i " .,. 1. - - ,-, �; ,Cv- -- _; Road "C" = 23 Trees -* ; . -- -�- - - , - / I - �.- ".., - �'. . / , i�..�11�;.'��"_;, I' 7 - - . I . I , -1 -1 .- - .. X . I. .11 /- ,:,Tl t .::.. � -itW .. '.1 �-- ; 1% � . . .. TYA I 1064 / � , I - � ,. "I I ! . , I . � KA - / /- If \ I � Road "T = 14 Trees - - "\< -- WX , /,, . " . � ., . �* --- , � , -<- - .-- 14- � .� . - .. -1--l-, N -. 0 -,� �� g�. 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" / � / - 11 /� -1 , I I � I , / i \ - ------ I . j N .. .. _ _ I { �• i • r+rnrrI I 1 11 1 1r11 1 1 WIN �wrrri i rrl go" Srr�r�rrrrrrnnrr �� Trrrr�rrrirr�ii� rrrrrun r•_�w_rr�rr�rrr irr�rwarrrrrr srwww•r�. r� . rr'rr � j j ' � � , rr•rrrrrr`••rr r .wrrrr rrrrrr..� --��rr�.�r+� i�� arr/rrrrrrrrw+rrwrrrr �rnr�ir►� • r +rrr .rr..a...rna. al �: ar•r a ...n�� ��.rrr�� rrr`�'ririi3irrr _._4��CCCC .._ mow_ v .t � ri�r►� • � ® 1 • • 1 ' •, .� ,��� --�-•=••may. r�.,,_ ►'irk_ �rrurwrrrrrrrrrwrrir�Mrirr rrrrrrrrr+rrrr► �... �••r�rrr.r..r-....—.— • �•u�, rww --=•...�... • lW tM7�r�— �rrl��.�l�r�rl..i 7,wr1�7J�R.. #� • .r..�r.r.ri.n.ur�rr..�Y�11rIr1111101r.� IIIIIIrW CI .d .� : � '�-� �.,:�: � .rrrrrrrrrrrrr Mr•rrrwrr."ti�����•.it'�iii�� ""' Ir�rir�r�rrrr� : � I i�.r rrrrrr Ditch Sections Section Lining Channel Channel Side 2—Yr 10—Yr Depth Width Slope Velocity Depth SCC Al EC-2 Matting 1.2' 6' 3:1 2.49 1.06 STA 10+00 — 13+25 SCC Al STA 13+25 — 14+30 Class I Rip —Rap 1.0 6' 3:1 4.47 0.79 SCC A2 EC-2 Matting 1.0' 10' 5:1 3.75 0.48 SCC Bt Class 1 Rip —Rap 2 0' 12' 3:1 4.25 0.41 SCC B2 STA 10+00 — 11+85 Grass 1.0 6' 3:1 2.20 0.42 SCC 132 STA 11+85 — 12+30 EC-2 Mattin 9 1.0' 6' 3:1 2.92 0.36 SCC E Grass 1.0' 6' 3:1 2.21 0.43 SCC N EC-2 Matting 1.0' 8' 4:1 3.55 0.54 I � I� N W I— 4' MIN. CLASS B TRAIL z 4 z (I I= 2 - HARDWOOD MULCH .� w I :�:�:���:�:�:::::�_ 'ems ��l o EXISTING GRAD E UNDISTURBED z TRAIL STANDARDS: 1. TRAIL SHOULD BE INSTALLED AS MINIMUM IMPACT NATURE TRAIL WITH MAXIMUM GRADES o OF 20%. N 2. ADD TRAIL BREAKS TO PREVENT EROSION, 3• FOOT BRIDGES SHALL BE INSTALLED OVER DRAINAGE DITCHES OR OTHER MAJOR \ Q OBSTACLES. w > V' 4. CONTRACTOR SHALL VERIFY TRAIL LOCATION/ALIGNMENT AND GRADING REQUIREMENTS WITH �-i A �t r ��\.'ri rr.ir• ..r. r.r�rr a -r. �.. rrr.. r.-.-...-. .-r /..• . -. . ...... e-... . \ r..... f. -r.. - -- -- M i n6\,yam / 395 390 385 380 375 370 365 360 Of �i�,Tc piTs�c HORIZONTAL CURVE #1 0 A397.94' R300.00' D76'00'01 rr(7` A3 Kzi •s RIFT •/ ���•- /' y A4 70,9 Ay 30 0 30 60 90 Scale: 1 "=30' I � � �� ���=��1 I■�; �� {i������ 111111� I�� ��i� � • �� I a 1 1 . `�� � _ . �r• ; :H:�i�� Y I �,�,: , ��~ ���� • � . aI '— —� Ili � . � ■�wl�.�lr:� � �� i� I� ! • �illllil ��� 1 _,.� 1 i+'lam'•`.^. ���� i ������ ����� • • .. r I ���r•-- — .:,!!'T.� . �ha■�ar��rull� .. M'�� - - I■■■■■■■■■c�lls=�vl ' � ... :,=� ■ � ��' air' .L�r-. I :::' • ROAD A , , DESIGN25 MPH SPEED IAII III 1 • , „ �R • I 111 IN III III MINI I 14'�j III I SS I■II I I I 111� III 1■ I {" I �I IIII��I I I �I II 19+00 18+50 -- 18+00 17+50 NOTE: GRADE IS SHOWN AT CENTERLINE OF ROAD. CROSSINGS ARE SHOWN AT WATERLINE. 1 b+SU ItTtUU A L IDtou SECTION A -A I0tUU STRUCTURE SIZE AND WALL THICKNESS VARIES I'tt ov 14tUU I Jtou (s-t TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT 92ES OF PIPES NE E•NCOU{IERED. IlF➢li1l11 142-0711 ® • a r r✓r/v 1 Z+UU VIVOSI.d TO DRAIN TO INVERT 9 OF Ma PIPE SECTION A-;t1 METHOD OF TREATMENT IN DROP INLETS SECTION B-13NDTES ` NOTES: \` •* i. THE STANDARD SAFETY SLAB (SL-D IS TO BE USED ONLY WHEN SPECIFIED N THE PLANS EI0XE3 AHtD DROP INLETS WITH HEIGHTS GREATER THAN JUNCTION THE DRAINAGE SUMMARY SHEET WITH H THEONT GREATER FEET THE SPACIt�C OF 0THAN 1TION. FQR NM7H ACC �j{APING'OF "HOLE ANND INLET INVERTS N ACCOFB.IANCE WITH Ti9S DRAWiiC IS TO A -MY TO THOSE STRUCTURES SPECIFIED t ' ` :. ; SLOPE �TO DRltPt.. ADJACEA ADJACENT SAFEt'Y SLABS SHALL 8E 8'TO 12'WITH NO SAFETY SLAB LOC�iTED W1THN 8 FEET ON PLANS OR' WHERE. INVERT OF PIPE IS ABOVE: IKYPTT-OF STRUCTURE. t TO INVERT OF OUTLET PIPE. OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW MY INLET PIPE OF 30" DIAMETER OR GREATER. M W10LE OR DROP INLET. IS TO BE FORtdED. ID CtNHSTRUDTFA 2: THE COST OF THE SL-1 IS NCLLMED IN THE COST OF THE STRUCTUE. SEE CAST PLACE DRAWINGS N THE N ACCOpRDERT ANCE W17H APPUOABIE..STNUMN OR.SPfgA,L DRAWING. INVSHAI'INC AS DETAI EO HEREON MISTO CONSIST OF A % � A 3. ACCESS OPENINGS ARE TO ATE STACCERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY, FOR FURTHER DETALS i 5 BARS u 8" C-C TYP. ". PONTLANtO ([ Ef 1EPiT CONCRETE Mex CONFORM. TO k A4S A3 OR CLASS CI EXCEPT TMAT'25:t OF t:01M. AGGREGATE MAY � UP TO 4'1 N DIMIETER APD'CQNSIST OF STONE: BROKEN RRICK. 4. SAFETY SLAB MAY BE CAST-N-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE BROKEN. CONCRETE OR BROKEN CONCRETE Eq OGl(. TttE,SUFFACE SHALL» LEFT ;SMOOTH 6Y DEANS HAND TROWELttNO. NQINE. I CLASS AJ t3000 PSI). PRECAST CONCRETE IS TO BEM (4000 PSD. RENFORgNG STEEL TO SE IN ACCORDANCE WITH AASHTQ M31. • .: �+ ��. :. �u..t x •• •: •: OF THE COAIjSE AGGREGATE 5HALI REAUtlN p(POSED. . 4' " 4 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH LS .: . . .: .: . : Id DETAILS OF NVERT SHAAttO AS SH10WN HEREON ARE FOR EXAMPLE P(ARFOSES :ONLY.' EACH MAhHiCIE 4R DROP INLET IS iD.BE. SHAPED PURPO �.,, � -..• • ' LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). TES TO BEST FIT THE PARTICULAR MEET AND OUTLET COHFKAlRAT10N AND FLOW.LNES. - � SECTION 8-0TYPAL PRECAST UNIT PLAN METHOD OF TREATMENT IN MANHOLES 1voQr TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, �p tvDo-r STANDARD METHOD OF SHAPING - SR �CE ROAD AND BRIDGE STANDARDS MANHOLES AND (JUNCTION BOXES ROAD AHro srANDARDs MANHOLE & INLET INVERTS SHEET I OF I REVIsaHR DATE 1 VIRGIIA DEPARTMENT OF TRANSPORTATION 302 srtEeT t of t REVNIOry DATE. VIRGNIA DEPARTMENT OF TRANSPORTATION 30z 106.14 106;08 V R 10+50 GALVANIZED STEEL STEP 10+00 04 f)RP1)E 00, RE HFORCNO ROD ENCASED N A FARROSK)N RESSTANT RUBBER OR OTHER: MATERIAL APPROVED BY, THE ENGINEER:... (DIMENSION MAY VARY WITH MAiMACTURER'S. DESIt+N)' ,OR0� N RESISTANT 04 RUNFORCNO ROD CAL. SECTION I ALL STRUCTURES WITH A DEPTH. OF OTHERWISE NOTED ON THE PLANS. E 4W FROM INSIDE FACE OF BE 181,1 C-C. MINIMUM FORCE OF 300 POUNDS WHEN FACE'OF THE SUPPORT. bft" m(t lu M VERmALLY ALIGNED AND UNIFORMALY- SPACED FOR THE ENTIRE DEPTH OF ANY ,STRUCTURE, N PRECAST (NITS STEPS MAY BE CAST N PLACE MORTARED NTO HOLES PROVIDED BY THE FABRIATOR.OR #F MINWU 1.OF 3" EMBEDMENT FROMnTUHWSERS)ROWN GVAY A1.S0 PTROViDED TF Y IEET LLS THE )RACM REQUIREMENTS SHHOWN. HEREON AN0 THE CONTRACTOR HAS FURNISHED THE ENMNEER WITH DETAILS MID._.. CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AAI1 HAS RECOYED WRITTEN APPROVAL FROM THE ENGINEER FOR THE.ttSE QFSUCH STEPS: i WSTEPS INSTALLED SHALL BE PROVIDED WITH SLIP-RESLSTMIT Ces SUCH.. AS BUT NOT LIMITED. TO. CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMNIlA( STEPS SHALL FIE FABRICATED IN ACCORDANCE. WITH AST' 622t "LLD Y 000E-75. THAT PORTION -OF THE STEP ENCASED N MASONRY SHALL BE UNIFORMLY COATED WITH A.BITUMIMOUS.SOLVENT TYPE ASBESTOS FILLED ALWWM VENTED. COATING CANFCMMG TO YEDERN. SPECIFICATM TC-C-0040A. TEP STANDARD STEP VIR010 DEPARTMENT OF TRANSPORTATION REVISION DATE I SHEET 1 OF 1 o 0 � I U N W 1v0� Z Z �I z a W ram` a z z F V � Qf N O N W Q 1 �J �J F- J U) � w Qw U ILL �1 (q U J SHIMP > ic. o. V 183 �O tL E 0 o IzC-) DZ 0 [L 41- V) U Q .o a IL 0 v Q C) o Q 0 o �`' ry r d ,r n Z 0 Ix W 0 L Z Q IL ui 0 m Q 0 Date 03/18/2016 Scale N/A Sheet No. C13 OF 21 File No. 15.050 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 4J I EI $" MIN MIN #68 STONE ILAR FILL AS ZOVED BY ACSA /� .4.. <,-*.,; <- Z STABLE SOIL OR ROCL\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 TD- 2 DUCTILE IRON WATER PIPE INSTALLATION Not To Scale d 120' WALL SLEEVES W/ BLOCK 18" MIN. �. . WATERPROOF SEAL TEST CONNECTION ' STRAINER-� ;;�-MEIIER 18" MIN. 1:145' MIN,- 0 -•,►I Q ' 4. $" MIN. *LA1%G LENGTH (MIN) 18' MIN. MIN. Zr STANDARD METER-19,25" ~' Y COMPOUND METER-24.25" X 3VET ALUMINUMAND LEN TEST ACCESS NATC OVER METER AND ST TAP a . .d. STEPS SHALL BE RUBBER COATED TEST CONNECTION STEEL COUPLING " DRESSER 12" 2' GATE VALVE ' 36" MIN. COUPLING THREADED CONNECTIONS W MAX. METER 2" BRASS PIPE STRAINER j 12" MIN. 5" MIN +•- ��8MINI+ i- M BOCK BLOCK 72" MIN. 60' MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (Y METER) INTS FIG., W-7D 5 AIR RELEASE VALVE C14 Not To Scale IG FOR ALL BENDS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FE(ET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2,00 2.25 2.60 0.15 22 1 /2 1.50 2.00 2.52 0.10 2.00 2:• 25 2,50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 " 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 21.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 4.83 3.83 3.42 0.83 E&90 10" & 12" 45 22 1 /2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4:.00 2.83 0.52 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG, W-3 TD-3 2 CONCRETE THRUST BLOCKS �% Not To Scale 6' MIN 4 (270�) 7 CU. FT. #68 STONES NOTE: HYDRANT IMUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' T18"-22".--.--- -- 2500 P.S.I. CONCRETE BASE AND THRUST : - .• . , .. �R�>•► 7. y r' ►:`.• ;• BLOCK AGAINST p:;;:j UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIM TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3• FINISHED GRADE SHALL SLOPE AWAY FROM THE: FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 6 TYPICAL GATE VALVE C1 %)Not To Scale Top View 6" MINIMUM I NOTE: RESTRAINED JOINT FITTINGS. Side View 'n i- Certification of 95% compaction required 4 Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil , or as approved by the ACSA. 1 4' MINIMUM TYPICAL THRUST BLOCK IN FILL AREA TYP. THRUST BLOCK IN FILL AREA Not. To Scale PLACE 5' GALVANIZED " WITNESS " POST WITH F CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE II ADJUSTABLE VALVE BOX W/ LID 11 _Z U A Z N M.J. GATE VALVE WATER r 1. LINE 2500 P.S.I. CONCRETE d 2'x 2' BEARING AREA. THRUST BLOCK Q V. 4. d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 TYPICAL SERVICE LATERAL INSTALLATION Not To Scale FINISHED GRADE -1TI- -r rr=. n T-1TI=-r Fr= d • TRENCH d= REDUCER o / 4 --2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL 0 19' MN. - - - - - - PROFILE VIEW UNDISTURBED SOIL - EDGE <. 24 MR OF TRENCH --------------- - -° �%----- -------- a4 REDUCER 9' MR q' :q / q. 500 P.S.I. CONCRETE THRUST BLOCK---0- .ate q, 8"MN. - - - - - - - - - - - - - - - - -.-. - UNDISTURBED SOIL - EDGE �- -- OF TRENCH 1 e q .` 24" MN. NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 �TYP. FIRE HYDRANT ASSEMBLY C1 % Not To Scale I) 4" DIAMETEI AND VALVE WATER 1/ARI�C nc 1 rc wir-u ovN'] I r I I I uxkti ON-LINE (TYPE "B") PLUG VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or ca BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK (0 METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF • = GRADE ALLOWS :: VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 TYPICAL BLOW -OFF ASSEMBLY Not To Scale v N SHIMP > ic. ;k0. /5183 :WWF-13 a wW O: 0 Um N CURB Z E N < 3:W Z 0 0 W Z a co Z C 0 8En 00 Z w¢ DITCH I Y 0 iW �I- z� In N a �Z TD-21 Ld I z I 12" 0 I (Ulf a ao w n F z h 0 CD cu o a w O n Ld J n w Z O W w U 03 Z O U w w 0 0 � W Z z O Z - 1~ ,Z., o ( J J �v I, a Q Ld 4 z >_ w Z H WLij U5 an. LY > a z EX LiW Q i U J I I— Ll I O U) � W O Q Z �,�• Q U V) _ W U J L1.1 C ) FZ-1 0 Z W f— � - W W U (� <I- J < °°wwOJ- Q o0�wPq 5 Z - P, _U 0 w>F- w v� C Q Z W Z <a J 0 UW W -1 00 q WL1Q Z A In O_ w E (ll (*7 0 Z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN r 2„ BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE J CONNECTION BOOT " 0 INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN- NTS FIG. S-1-B TD-27 J ow W w� W z Z W N J z o= 0 ZU z mf? 0 wJ W )z w a0 _z O Q U U z W >=• n. Z 00 A tL o w (U z 00 w z w w 0 I EL z _W Z O z off{{ N < W < ap Gi d Y O J o C3 I 0 <[ t� F Z --I {— zQ zNZ n N W W O W O o Z w > Iz r J _ P LL1 Q w0- Q Z T o F ry iu o ¢ J LLl z W o < � W Ld [U ZZ a Q j ) < a V � 2E Lit t� W J L.- Q a 0] J U in N W _ Z ¢ — n w t� Cn z U � 0 aQ U a_ -1 Q OW Z A W � Ctl 0 Z VDOT CLASS 1 RIPRAP ' �5' 6" VDOT NO 1 STONE BEDDING NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE ,{ 1 EXCEPT WHERE SLOPE OF ,LJ MAX. BANK EXCEEDS 1 TO 1 \ A MIN. UNDISTURBED Now MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL BE BACKFlLLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. WATER TYPICAL STREAM CROSSING NTS FIG. W-12 TD-23 24 365 360 355 • I 350 i 345 340 335 330 I I 325 320 315 310 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA RUBBER COATED STEEL I STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN 0 RING SEALS + 16MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ' VARIES CHANNEL TO BEFILLETS 3/4 DIAMETER OF I , CONTRIBUTING SEWER. " A FILLETED INVERT FOR A SMOOTH 4 • • ': d'.• 12 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE: CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, (OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION 25 SHOWING BRANCH TIE-IN NI.T.S FIG. S-I-A TD-25 n 11' - 7' 2' BRAS 3 HALL VALVES 3/4° CORP. (•1•yP OF 4 2" PRV STOP (eeO nOte ' , ... NON -..SHRINK -i• ROUT (Mi T..... d O!P IN ,• •'• 9' 61000 PSI REMYORCSL CONCRETE /IDIP OUT _ � J 9. NR3 1' CORP. )RAIN PRV \ 4• Dlsm. FmSURE CATS VALVE STOP (see. note Y3) GAUGE w/ GAUGE CGCX (TYP OP 2) (aee note ®4) So, z W, 30" s 30" 4' GALV. VENT ALUN1NUM ALUMINUM x/SCHEEt,I'Cn ACCESS HATCH ACCESS HATCH MUSHROOM CAP �-..` -/ fi( EXRTING GRAO$7 I 6' ACCESS 2 H1iA�3 (8) 8" HYPA33 UN10N Lm$' M--. PRESSURE LADD3R GAUGE w/ GAUGE COCK(TTP OF 6) 7. �a 0 0 - 7,5 DIP OUT i II ---6. G' BLOCKOU'T SIEHL PIPE SUPPORT �- FOR DRAIN(TV OF 6) (TPP OF 2) 0' mm. 167 $TONE a 2" BY-PASS SHOWN OUT OF SECTION FOR CLAR[TY • ROM: 1. 2" LINES PIPED WITH 2" BRASS PIPE & IifITINGS EXCEPT PRVS. 2. 2" PRV's SHALL BE CLA-VAL 90 SERIES (RANGE AND MODEL TO BE SPECIEUD BY THE ACSA) OR APPROVED EQUAL, 3. MAIN PRV SHALL, BE CLA-VAL 90 SERIES (RANGE AND MODEL TO BE SPECIFIED BY THE ACSA) OR APPROVED EQUAL. 4. SDL (6) 4" ASHCROFT #1008 UQUID FILLED PRESSURE GAUGES (RANGE TO BE SPECIFIED BY THE ACSA) w/GAUGE COCKS, OR APPROVED EQUAL. 5. EXTEND 6" DIAMETER, SCHEDULE 40 DRAIN TO DAYLIGHT AND TERMINATE WITH FLAP VALVE. PRESSURE REDUCING VALVE VAULT N.T.S. W-13 n It 0 0 CT� to U 6 ry r �• !� N Z FRAME & COVER y N W SEE FIG. S-I-D, E �" W Z STREET SURFACE OR (9 NON -PAVED AREA d Z SLOPED AREA W 1'-D" MAX 2'-0" RUBBER COATED STEEL STEPS Z o CAST IN PLACE �./� � 0 = In PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS IZ-- OR APPROVED EQUAL 3'-0" MIN v D Q THE DROP CONNECTION SHALL BE © DUCTILE IRON PIPE (CLASS 50) j 5" BACKFILLED IN 6" LAYERS AND 1COMPACTED BY HAND TAMPERS OR p 12' MIN BACKFlLLED WITH SELF -COMPACTING 0) 16" MAX STONE. 2 N 5" MINIMUM ELEVATION DIFFERENCE I'_Q 12"MIN 12"MIN . > VARIE ' . p ACROSS M.H. FROM INLET TO OUTLET MALL BE 0.20 FEET (�� in LI ~ ' ` A FILLETED INVERT FOR A SMOOTH �J 1- J 0 t " TRANSITION OF FLOW BETWEEN V) j o • . INLET & OULET PIPE SHALL BE W '!4 PROVIDED. Z • • LTA 3/4 DIA OF LARGEST OJ PIPE IN MANHOLE W Q MIN, 6" BEDDING WITH NO. 68 STONE CT� p 1 NOTES: �1 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE jJ DESIGN ON SEWERS WITH STEEP SLOPES.��� TYPICAL MANHOLE WITH DROP CONNECTION tU SHIMP 9 NTB 5183 FIG. S-1-C TD-28 L V, n J ���� �.� � � � � 1■.■I■� M������1111�1�1 :, IIIII�� . INS■���� �■1■� NIII� IIII - 1�■II��■ ��� 1 r .. . iii • �r■■IIII—�� " ���� 1■ �� IIII « _ �. 11� III■I■ �� ) ..� � ■:>r:������ -- ■.10 /■ f11� ��■ �"'_`_ �' fir■ ■� I��Illlllrrl ■ INN k .: Fes■ I■ 11 IIIII �= ��'"'�:: ,....-•-• , .; � � „ . .. . � ■ .... ��� � ■ I CNN II III■ I■ ; :, � fir•" _ I�illl�i ■� !�r� � • ■■I■ rl■� I■I�IM _ �I� •�: ar��nt.rr�irrti'""�i.'_'_ ■■ I �� � INM i■■ i ■■■■w rrr■■rrlrrrl■ �i�l�ii■III ■■■ Iv vvv IvTvv I ITvv 111-VV SANITARY SEWER PROFILE: SAN 24-29 SCALE: 1"=30' Horizontal, 1"=10' Vertical I L 1 vv 365 0 E_ 360 E 0 v Q o � < 355 ZZL v U a) � o � 0 350 c Q0 345 W � / O 335 o 325 320 i Q 315 3Z10 (Z V + + o 14+50 15+00 15+50 16+00 16+50 17+00 305 CONTRACTOR SHALL CONTACT ACSA FOR INTERNAL DROP DETAIL. > 24 24A 31 3A 31 B 320 315 310 305 300 295 290 _ »I III■ III■ �■■II■■ IIIIIIII■ A� IIIII■ IIIII �` ■�■ lil - III � IIIII■ .. � I III �� �M��� • • -_ __ - �— i �= lid �"i!, .. . � ��IIIIIIIIIIIII■ iliS11i1 10+50 11+00 11+50 12+00 SANITARY SEWER PROFILE: SAN 31-31B SCALE: 1"=30' Horizontal, 1"=10' Vertical MANHOLES ON SLOPES ARE DESIGNED TO HAVE RIM ELEVATIONS MATCHING THE GRADE AT THE HIGH SIDE OF - THE SLOPE. 12+50 320 315 310 305 300 295 290 360 355 350 345 340 335 330 325 320 315 310 . I■ 1■I ■I 11■ I1� I �,��� ii■Ti� iri■�i■ � :T►t�I�1��11�1 ::�^� ' '� 11 .I�■IIAII� .. L as Er1�11■ III . .1■I� _ � III�III■IIII III■. • • ���' I�� I�■■ III ��� I� IIIIIII II■I■N• � �� I I IIIIII IIII 360 355 Z 350 ! i 345 oC W 340 Ito LL 335 Z 330 J (I W 325 Q W � J 320 0 Q LL 315 Date 03/18/2016 310 Scale 3 N/A + + 11+50 12+00 12+50 13+A Sh t N SANITARY SEWER PROFILE: SAN 24-24A ee 0. C18 OF 21 File No. 15.050 TD-22 SCALE: 1 "=30' Horizontal, 1 "=10' Vertical X 12 13 14 15 40C 395 390 385 380 375 370 365 36C 355 35C 345 400 395 390 385 380 375 370 365 360 355 350 345 � ■�1AI��III�1�1 A• �� IAA AA�I�II� ��� �� �� � �I I IIIA I ■AI � � ■■I■�� I�I�IA 11 AII� � I ■ ���� 1■ IINA � IIIA ■AI� ■11 AA IAA■N�� ���I � � _ II �■A ■AlAlll■� � �A• I ��� � �� ■��� . 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Z 20 21 22 23 24 v Z 330 330 � � ^^I 7W LL ` G O = 325 325 _ 0 �ri�Q-d� 11111 ■ I w0 1�1 AI j lui�� C1 2I 0rl SCALEIA: II 1"=30II �' ,�Hor�iz�ont.�al,' ��1" ='1�0I' IIII■ V■�II I■I e r■�■ti1cI �aIl ' 285 285Air OF 280 280 275 275 JUS IN SHIMP ic. 0.4�183 OEM 270 270 v, 265 265 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 SANITARY SEWER PROFILE: SAN 20-24 C20 SCALE: 1"=30' Horizontal, 1"=10' Vertical E Lu E 33302 3304 305 30 370 370 < 365 365 R/ 360 360 355 m 350 350 345 345 340 340 aa, owl 335335 330 325 325 320 320 315 NNW 315 310310 305 305 300 300 295 295 290 290 285 285 L 280 280 275 275 727U 265 265 It ------------ Date 18+0010+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 + 18W 03/18/2016 2 SANITARY SEWER PROFILE: SAN 30-36 Scale N/A Sheet No. MANHOLES ON SLOPES ARE DESIGNED TO HAVE RIM ELEVATIONS C20 OF 21 MATCHING THE GRADE AT THE HIGH SIDE OF THE SLOPE. 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