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HomeMy WebLinkAboutSDP201900001 Plan - Approved Initial Site Plan 2019-06-24SITE DATA 1. DEVELOPER: BREEDEN INVESTMENT PROPERTIES, INC. 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 PHONE: (757)-486-1000 FAX: (757)-463-9164 CONTACT: BRIAN REVERE EMAIL: BRIANR@THEBREEDENCOMPANY.COM 2. CURRENT LANDOWNER: UPTOWN VILLAGE, LLC C/O UNITED LAND CORPORATION PO BOX 5548 CHARLOTTESVILLE, VA 22905 3. ENGINEER: TIMMONS GROUP 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225-5512 CONTACT: MITCH BOWSER, P.E. TELEPHONE: (804) 200-6485 EMAIL: MITCHELL.BOWSER@TIMMONS.COM 4. ARCHITECT: HOUSING STUDIO 333 WEST TRADE STREET, SUITE 300 CHARLOTTE, NC 28202 CONTACT: CHAD ASKEW TELEPHONE: (704) 333-7862 E-MAIL: CASKEW@HOUSINGSTUDIO.COM 5. PARCEL ID: 03200-00-00-05300, 03200-00-00-05400, & 03200-00-00-05500 6. ADDRESS: NO ADDRESSES FOR THESE PARCELS 7. ZONING DISTRICTS: R15 RESIDENTIAL (17.40 AC); RA RURAL AREAS (0.33 AC) OVERLAY DISTRICTS: AIA - AIRPORT IMPACT; MANAGED & PRESERVED STEEP SLOPES 8. SURROUNDING ZONING DISTRICTS: RESIDENTIAL, LIGHT INDUSTRY, & RURAL 9. TOTAL PARCEL AREA: 17.40 ACRES 10. VIRGINIA HYDROLOGIC UNIT: SOUTH FORK RIVANNA RIVER, JR08 11. FLOOD ZONE DETERMINATION: THE PROPERTY IS LOCATED IN FLOOD ZONE " K% AS SHOWN ON FIRM PANEL #51003C0140D, DATED 02/04/2005. 12. DISTURBED ACREAGE: ON -SITE DISTURBANCE = 15.30 ACRES OFF -SITE DISTURBANCE = 0.30 ACRES TOTAL DISTURBANCE = 15.60 ACRES (NOTE: OFF -SITE DISTURBANCE INCLUDES WORK IN THE PUBLIC RIGHT-OF-WAY, INCLUDING TURN -LANE AND SIDEWALK INSTALLATION) 13. PROPOSED USE: MULTI -FAMILY RESIDENTIAL BUILDINGS 14. SANITARY: COUNTY SYSTEM DEMAND = 270 GPD/UNIT = 70,470 GPD (PEAK = 0.28 MGD) 15. WATER: COUNTY SYSTEM 16. BUILDING HEIGHT: MULTIFAMILY BUILDINGS MAXIMUM = 65' PROPOSED = 60' POOL CLUBHOUSE MAXIMUM = 65' PROPOSED = 25' 17. DENSITY: 261 UNITS PROPOSED / 17.40 ACRES = 15 UNITS/ACRE DENSITY ALLOWED UNDER R-15 ZONING = 15 UNITS/ACRE (261 UNITS) 1.5 SPACES PER 1-BEDROOM UNIT = 1.5 SPACES * 56 UNITS = 84 SPACES 2.0 SPACES PER 2+ BEDROOM UNIT = 2.0 SPACES * 205 UNITS = 410 SPACES TOTAL = 494 SPACES REQUIRED PROVIDED: 428 SURFACE SPACES 66 GARAGE SPACES 494 TOTAL SPACES (INCLUDING 22 ADA SPACES) 19. IMPERVIOUS COVER: EXISTING = 0.20 AC PROPOSED = 8.75 AC (BUILDINGS = 2.60 AC, DRIVE AISLES = 2.72 AC PARKING SPACES = 1.68 AC, SIDEWALKS = 1.50 AC WATER SURFACE = 0.25 AC) 20. OPEN SPACE: PROVIDED (PASSIVE AND ACTIVE) = 7.43 AC 7.43 AC OPEN SPACE / 17.4 AC TOTAL SITE = 43% 21. RECREATION AREA: REQUIRED = 200 SF/UNIT = 200 SF X 261 UNITS = 52,200 SF OR 1.20 AC PROVIDED = 32,100 SF (OPEN SPACE - PASSIVE), 17,100 SF (POOL AREA - ACTIVE), 3,000 SF (COURTYARD - ACTIVE), TOTAL = 52,200 SF 22. NOTE: ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 23. TOPOGRAPHIC SURVEY PROVIDED BY TIMMONS GROUP AND DATED 03/15/2019. 24. BUILDING SETBACKS: A. FRONT MINIMUM: 5 FEET B. FRONT MAXIMUM: 25 FEET C. SIDE MINIMUM: NONE D. SIDE MAXIMUM: NONE E. REAR MINIMUM: 20 FEET F. REAR MAXIMUM: NONE G. BUILDING SEPARATION: 10 FEET MINIMUM m E w m r, N N co 0 cn GENERAL NOTES 1. UNLESS OTHERWISE SPECIFIED ON THE PLANS, ALL CONSTRUCTION SHALL CONFORM TO THE LATEST VERSION OF VDOT ROAD AND BRIDGE STANDARDS. 2. THE PREVAILING DEVELOPMENT STANDARDS, CONSTRUCTION DETAILS, AND APPROVED MATERIALS FOR ALBEMARLE COUNTY SHALL APPLY TO THE CONTRACTOR'S WORK AND SHALL BE INCLUDED AS PART IN THE CONTRACTOR'S BASE BID. 3. CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE ENTIRE SET OF CONTRACT DOCUMENTS INCLUDING ALL PLANS, SPECIFICATIONS, AND EXTERNAL REFERENCE MATERIALS IDENTIFIED WITHIN THE CONTRACT DOCUMENTS. ALL OF THE PLAN SHEETS WITHIN THE CIVIL SITE PLAN SET SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS, INCLUDING ALL NOTES, DETAILS, CALCULATIONS AND REFERENCES TO EXTERNAL PUBLICATIONS. 41. THE PLAN SET APPROVED BY ALBEMARLE COUNTY SHALL BE THE PLAN SET USED FOR CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER. S. CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN INDEPENDENT QUANTITY TAKE -OFF AND INCLUDE ALL ITEMS NECESSARY TO DELIVER A COMPLETE PROJECT AS PART OF THEIR BASE BID. THIS INCLUDES ANY INTERIM STAGING OR CONSTRUCTION MEANS AND METHODS EMPLOYED BY THE CONTRACTOR IN ORDER TO DELIVER A COMPLETE PROJECT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND BEING FAMILIAR WITH THE OWNER'S GEOTECHNICAL REPORT FOR THIS PROJECT. 7. CONTRACTOR SHALL CLARIFY ANY UNCLEAR INFORMATION THEY IDENTIFY IN THE PLAN SET OR IN THE CONTRACT DOCUMENTS DURING THE BID PERIOD. 8. ANY CONFLICTS IDENTIFIED BETWEEN THE PLAN AND PROFILE VIEWS OR BETWEEN STRUCTURE TABLES AND PLAN OR PROFILE DATA SHALL BE CLARIFIED PRIOR TO CONSTRUCTION BY RFI ISSUED BY THE CONTRACTOR. 9. THIS PLAN SET DOES NOT SPECIFY EXACT JOB SEQUENCING OR CONTRACTOR'S AND MEANS & METHODS. THE ENVIRONMENTAL AND EROSION CONTROL INSPECTOR SHALL APPROVE ALL JOB SEQUENCING RELATIVE TO ENVIRONMENTAL PROTECTION AND EROSION AND SEDIMENT CONTROL. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THE JOB TO AVOID SUB -CONTRACTOR & TRADE CONFLICTS, WORK DELAYS, AND WORK STOPPAGES IN SITE CONSTRUCTION. THIS INCLUDES STAGING AND SCHEDULING OF SITE PLAN ELEMENTS OR CONSTRUCTION PRACTICES FOR MATERIAL AND EQUIPMENT THAT OVERLAP OR OCCUPY THE SAME PHYSICAL FOOTPRINT EITHER CONCURRENTLY OR DURING DIFFERENT PERIODS OF SITE CONSTRUCTION. __gj Alk !0unfP SITE AND UTILITY PLAN RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIJ : r k.Pllr k 6. SITE: LOCATION ,e F C -head , VICINITY MAP SCALE N I"=2000' *�ECEMBER 28, 2018 TELEPHONE:BREEDEN INVESTMENT PROPERTIES, INC. 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 • 000 • .• i RIAN REVERE EMAIL: BRIANR*THEBREEDENCOMPANY.COM SDP201900001 L:91e11�I��:l TIMMONS GROUP 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 CONTACT: MITCH BOWSER TELEPHONE: (804) 200-6485 FAX: (804) 560-1464 E-MAIL: MITCHELL.BOWSEReTIMMONS.COM LANDSCAPE ARCHITECT 1001 BOULDERS PARKWAY, SUITE �300 RICHMOND, VA 23225 CONTACT: ELIZA MACHEK TELEPHONE: (804) 200-6478 FAX: (804) 560-1464 E-MAIL: ELIZA.MACHEK*TIMMONS.COM Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 PROFFERED CONDITIONS C2.0 OVERALL EXISTING CONDITIONS C4.0 OVERALL LAYOUT PLAN C4.1 LAYOUT PLAN C4.2 LAYOUT PLAN C4,3 LAYOUT NOTES & DETAILS C5A UTILITY PLANT C5,1 UTILITY NOTES & DETAILS C6.0 OVERALL GRADING & DRAINAGE PLAN C6.1 GRADING & DRAINAGE PLAN C6.2 GRADING & DRAINAGE PLAN C6.3 GRADING & DRAINAGE NODES & DETAILS L1 0 MINIMUM LANDSCAPE PLAN AND CONCEPTUAL LUMIEN PLAN L2.0 LANDSCAPE NOTES & DETAILS CONTRACTOR BREEDEN CONSTRUCTION 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 TELEPHONE: (757)-486-1000 FAX: (757)-463-9164 CONTACT: KEN OWEN EMAIL: KENNETHO*BREEDENCONSTRUCTION.COM ARCHITECT HOUSING STUDIO 333 WEST TRADE STREET, SUITE 300 CHARLOTTE, NC 28202 CONTACT: CHAD ASKEW TELEPHONE: (704) 333-7862 E-MAIL: CASKEW*HOUSINGSTUDIO.COM UNDERGROUND UTILITIES MAY BE IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL CALL "MISS UTILITY" AT 1-800-552-7001 48 HOURS PRIOR TO THE START OF EXCAVATION. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES IN AREA OF CONSTRUCTION PRIOR TO STARTING WORK. THIS PLAN IS PROVIDED FOR JURISDICTIONAL REVIEW AND APPROVAL AND SHALL NOT BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. SITE PLAN LEGEND PROPOSED CURB PROPOSED CURB AND GUTTER DETECTABLE_ WARNING SURFACE X PROPOSEDFENCE -�- SIGN ~- - EXISTING CONTOUR 200 PROPOSED CONTOUR CURB & GUTTER STORM SEWER Q DRAINAGE MANHOLE Ell -r::j CURB INLET Qs SANITARY MANHOLE ® CLEANOUT SANS-- SANITARY SEWER w WATER LINE Q REDUCER GATE VALVE iio_- FIRE HYDRANT V FDC -m WATER METER IZI TEE HT WATERLINE BENDS C CAP - - UFO- - - UNDERGROUND FIBER OPTIC LINE - - - UGP - UNDERGROUND POWER LINE - - UGC- - UNDERGROUND TELEPHONE - - - UTL- - UNDERGROUND UTILITY LINE OH P/T/F OVERHEAD POWER / COMMUNICATIONS OH P/F OVERHEAD POWER / FIBER OPTIC - - - RPA- - - RESOURCE PROTECTION AREA (RPA) QUALITY ASSURANCE STATEMENT A Quality Control and Assurance review has been performed on this document in accordance with the Them Group Quality Plan. The undersigned states that this document has been checked and reviewed in a manner commensurate with the level of detail for the type of submittal indicated below. MITCH BOWSER Project Contact ISP REVISION PER COUNTY COMMENTS 3/29/19 Type of Submittal Date COUNTY APPROVALS Submittal Type Reviewed and Approved by the Community 'Development Department Date _ _ , ne o File#_ S�CJnat £ - CD enl;,ITITO� CD #, C) CD J��� t� 4 1'. Ii i 3� 3 �Iv% 0 Lie. No. 050951 4 -6 a ,' 0 Ln E fV C,J UU m ,ri N C LU �; E c+ F_ Q u3 U r� 0 � a w L Lq �022 x �04 rud S cn tU a= �N o q- mo �00 o_J oLU v� O t� O F- w UJ z U z O Ln O z O LH_ r ti DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE 0 as 7 N U N 0 d a -a U o _ > Q s Q) U) U 0 0) U o CC U LIJ uu Q m = <C o L. U �o C/7 o 0 °' z �o o w E In y U z O U. �E 5� x o� If0 �� Q�y o .3 s� CD N (B x v o N U w �n m 0 v� U w o E � U � a � -o U JOB NO. o Cn - m � 4229 � U U SHEET NO. Q o CO.0 � v w i= M _ ATTACHMENT CZA 0Y L United Land Corporation Page 2 0 MP U -t ka 2:, it 3:7 July 21, 1993 Ap p 1 1 c::,F_i -t 1 sMng1nee=1n(g <-Ompu-te:r _8 R To R o ad -41-P P l l ai -t 1 c> n is Charlottesville VA 22901 COUNTY OF ALBEMARLE 2. The frontage of Route 29 containing Tax Map 32, Parcels 43A, 804-978-7�79 IREOEIVED 338 Rio Road Dept- of Planning & Community Development 43, 42E, 42D, 42B, 42C, 42A and Tax Map 46, Parcel 5, shall July 6, 1993 Charlottes,ville, VA 22901 461 McIntire Road contain not more than three entrances. The County may JUL 0 7 1993 804-L78-7-879 — Charlottesville, Virginia 22902-4596 require closure of any existing entrances at the time of Mr. William D. Fritz, Senior Planner (804) 296-5823 establishment of any new entrance such that the total number Department of Planning & Community Development Planning Dept, RECEIVED July 21, 1993 of entrances does not exceed three. Albemarle County 3. An access road between the mobile home sales area and mobile 401 McIntire Road July 14, 1993 JUL 14 1993 home park shall be developed at the time of establishment of Charlottesville, Virginia 22901 Mr. William D. Fritz, Senior Planner the mobile home sales use. This access road shall be used Re: Airport Mobile Home Park (ZMA-92-14ZMA-93-06) Department of Planning & Community Development Planning Dep. t Only for the,movement of mobile homes between the two uses Albemarle County, and for emergency access. Dear Mr. Fritz- 401 McIntire Road United Land Corporation If you should have any questions or comments regarding the above Charlottesville, Virginia 22901 Attn: Wendell Wood The following proffers supersede all previous proffers and are .noted action, please do not hesitate to contact me. P. 0. Box 5548 offered in regard to this rezoning request: Re: Airport Mobile Home Park (ZMA-92-14, ZMA-93-06) Charlottesville, VA 22905 sincerely, 1. The mobile home park is proffered for a period of not less Dear Mr. Fritz: RE. ZMA-92-1-4 Wendell Tiiocd than 15 years from the start of development in accordance my letter Of July 6, 1993 regarding this rezoning request: with the Comprehensive Plan. The start of development is The following proffer is offered as a substitute to proffer #1 in Dear Mr. Wood: defined as the date the first building permit is issued. its meeting on July V. Wayne �:ilim)aerg The mobile home park is proffered for a period of not less The Albemarle County Board of Supervisors, at Director of PlanningT& C unity Development The mobile home sales lot use will be limited to mobile home 14, 1993, approved the above -noted request to rezone sales and the existing grocery store and gasoline sales. than 15 years from the start of development in accordance approximately 57 acres from Rural Area to R-15 (proffered). AqC1 1 cW with the Comprehensive Plan. During that period of time, the Please note that this a-onroval is sub4ect to the following 3. The mobile home sales lot entrance will be closed or altered property shall not be available to any other R-15, Proffers: 14a if required by the future plan of development for the Residential uses except nothing contained herein shall cc: Amelia McCulley remaining area designated office and regional service in the prohibit the Zoning Administrator from authorizing uses 1. The mobile home is proffered for a period of nct less Jo Higgins deemed accessory and subordinate to the mobil home Tom Muncaster Comprehensive Plan. park. In than fifteen years from the start of development in actor- the event the conditions of SP-93-13 are not' met, or at dance with the Comprehensive Plan. During that period of 4. The frontage on Route 29 containing Ta.x Map 32, Parcels 43A, the time of expiration of SP-93-13 in accordance with time, the property shall not be available to any other R-15, 423, 42E, 42D, 422B, 4221 , 422A and Tax Nap 46 Parcel 5 shall Section 31.2.4.4 of the Zoning Ordinance, the applicant shall Residential al uses except nothing contained herein shall contain not more than three entrances. The County may permit the Property to be rezoned to RA, Rural Areas by the prohibit the Zoning Administrator from authorizing uses require closure of any e.xisting entrances at the time of Board of Supervisors and thereafter the property shall enjoy deemed accessory and subordinate to the mobile home park. establishment of any new entrance such that the total number all RA uses. For the purposes of this proffer, the term In the event the conditions of SP-93-13 are not met, or at of entrances does not exceed three. "start of development" is defined as the date of issuance of the time of expiration of SP-93-1-3 in accordance with the first mobile home building permit. Nothing herein shall Section 31.2.4.4 of the Zoning Ordinance, Mance, the applicant 5. The site plan for the mobile home sales lot will not be prohibit the Board of Supervisors from granting an extension shall permit the property to be rezoned to RA, Rural Areas, signed until the site plan for a minimum of 100 mobile home of the expiration date of SP-93-13 in accordance with Section by the Board of Supervisors and thereafter the property units is signed. 31.2-4.4 of the Zoning Ordinance. shall enjoy all R-A uses. For.the purposes of this proffer, the term"start of development" is defined as the date of 6. An access road between the mobile home sales area and the issuance of the first mobile home building permit. Nothing mobile home park shall be developed at the time of Sincerely, establishment of the mobile home sales use. This access road herein shall prohibit the Board of Supervisors from granting, an extension of the expiration date of SP-93-13 in shall be used only for the movement of mobile homes between accordance with Section 31.2.4.4 of the Zoning Ordinance. the two uses and for emergency access. Sincerely, WTM/ W. Thomas MJr., P.E. W. Thomas Muncaster, Jr., P.E. WTM/ L C' kD 0 r -1 2 Juiv 21, 1903 S 4 C a '--Sect `3171 W;-_­ T`ut06 , t sructean-e l ­a­a6 FonsDpc-r - ce s C. Bcx554_8 -C: c 77 dated 7 9 3 -_�T: es 22- 1-D 0, 5 'Te---en, m e _'mot r O.f 'sition "o--- 6 D Z - 9 c-f a.c cess t TL�-., ,lap 3 2, c e 1 �p C 0 IS r S b SU a� a V Iftu S C 0 1-ji-3 t C), h-­ C d- io r. 2 S Cl S-a s c C 2 _..'-.I.. El T I -aC 4 -f '2 4 cc 6 , ?,LA .10 11 P. TVIU Lic'. No. &i W Ln E 0 U 0 E _0 E UJ C Fz E < UJ U Lu Ci Lu 1-4 ILvi < LL CZ) CO 71 C:) LU Uj M 0 a) o V) CD 00 u CL X U W to LI_ 0 3: LLJ UJ U _�e n L_ c, Ln ru a- CDLn 0 0 ko CD r-4 > 0 M to _q 00 C) _J U CD LU QL Ui ti V) 0 (D CL 0 21) > LU W < U r) 0 DATE D 1212812018 0 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE < LLJ 0 0 C� & ro O Q) 0 0 U 0 _ C�J 0 < LLJ LIJ 0 U < I U LLJ 0, 2( U) LLJ LL LL 0 UJ E U) 0- 0 0 < U) 0 Z u) 0 Q) UJ (1) 0 tL 0 LLJO 0 Q) c x c q) .0 2 M 0 (D 0 JOB NO. 0 FD U) U) 42297 2 V) 0 SHEET NO. C 0 i 1 L � s % MON/F ; ; UPTOWN VILLAGE, LLC DB. 3323, PG. 740 PARCEL ID: 03200-00-00-05600 /\\ �---- DlR ONL Y UNDERGROUND UTILITIES MAY BE IN THE CONSTRUCTION AREA, THE CONTRACTOR SHALL CALL INV.=546.05 ®lR ONLY INV.=541.13 (SCALED) I \ MISS UTILITY AT 24" CMP RISER DlR ONLY I I / \ \ 1-800-552-7001 48 HOURS PRIOR TO THE I I INV. / / TOP=528.39 N ASSUMED LOCATION ; I ; INV = 553.37 INV.=545.06 „ z INV.=539.21 DB. 1907, PG. 587 1 1 / \ START OF EXCAVATION. CONTRACTOR SHALL RIP -RAP INV OUT=519.89 % INV. 15 CMP UNOBSERV� E \ VERIFY LOCATION AND ELEVATION OF ALL N I , I TOP=544.39 3 D1A, DECIDUOUS Q I / OF EX. WATER LINE i i TOP=553.95 INV.=546.06 INV. IN(W)® 537 51 TREE �' TOP=537.63 ! / �/ / I W/ 4" MTL PIPE @ INV. = 525.6 t j NOT FIELD -VERIFIED , I INV. IN=543.36 c , TOP=531.27 PLASTIC / /' \ UNDERGROUND UTILITIES IN AREA OF INV. IN(N)-537.35 SHRUB INV. IN(W)=531.84 , , F a INV. OUT=543.21 4 _ 1 1-+ INV• IN=52a77 SHED 5 i� \ \ CONSTRUCTION PRIOR TO STARTING WORK. 115 tL INV. OUT=537.28 INV. INN-531.75 20' SANITARY SEWER EASEMENT ' ' �C / I-- ® CREPE () 1 1 10" DIA. DECIDUOUS q v� Lu INV. OUT=531.63 DB. 1907 PG. 581 ' ' lNV our=52o.56 I I try I_ MOBIL HO II: I ° MOBILE HOME Z MYRTLE � _ __ =`_= INV.=518.23 \ I - TREE 11 11 TRAILER q j q MOB/LE HOME / \ -_ _ -- - - TEA- - ; I TR,A ER I _ - SPIKE IN 12" - ' e. 555 - I _ _ - ®- INV.=545.36� I Q �K ® �, � _ _ K ,7X1-0 -WOOD-SHED - ft €- / r _ , , II _ / S67°0T4 "E _ _ \ - .1141.98` , ' - - -t- = �--- __ s sAry - ' \ �; ;_- ; DECIDUOUS TREE e _ - - - , , - s _ _ - - - - ONE/F ELEV =55710 - _ - -, 8.00 19.45' _ _ - _ - - - - \ \ of - _ - —g , - f8X14' v i - --344.53' I11 1 III! tl \l \\ { I 1 tltl't t!! ,/ �% _ DB, 185, PG. 487 J ' // ' / ' ' r \ I l I 1 I I i it \ / - t7EL_ , o / / \ \ ! I ! ! I !' _ _ `�_ RIP -RAP / , P /,,, a� / � �. % •-, . I -DIA G`/DU0-U � - _ 1_ BIA DEC us-- 52 -- -- .,• � i 1 ! , / �,� \�.° � ,-``�-- \ 4, �/ ' Y' / /, 4,, -f ! 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DB. 589 PG. y32 J / J J ) II \ \ \\ \\ Il \ \ a \ \ \ \ \ I i I I I 1 / ' I I I ,X TREE l 1 \ I I' _\\ / ! \\ / / , 1 1 I I i I I ! \ \ \ I I ; 1 lIf o -574 _ \ ` / /' J/ t! 1 1 1 1 II l 1 I 1 1 \ 1 1 I / ' ,� % /� UNSPECIFIED WIDTH VIRGINIA Z \ ! ► , ' ' f ELECTRIC AND POWER COMPANY I I i J , ! l r s POLE LINE EASEMENT cj _/ _ , , , iIf y / / ' ✓ / I / \ 1 i 1 1 ' 1 i I / / I / JI r!r / DB. 755, PG. 41 J / I 1IJ ! ! /I I I I r I I�TROAD 1c9 ®- 'Cj �' / / J /' / / / J l/ ' / _ - - /' /' !/ !/ / / i / I I I --- " / h� I If l J + I 1 11 I I J II I J IY i PARCEL f // - - l l r UPTOWN VILLAGE, LLC - - - - _ J 11 I / l I J l r�r If J (TO BE CREATED BY SEPARATE INSTRUMENT) _ \ _ _ - ' o / LISTS OF ��METEI Y I / / / l � J J I J / / l r' I - ! / o PARCEL ID 03200-00-00-05200 IN PART 0 �.. >78. 68, ' / ' /GRA DE MARKER �P) / / / J �q , I° / i I J / / / / ' PARCEL ID 03200-00-00-5100 IN PART _ _- _ f/ / / PIN FL GK ,/ J I J / J / ( ) / ' ' / ` / , ! ' / / / , / / ' - __ - _ ,' ,' /' / - - _ - - ` \ ,' ' ' ' / J l ,l /I It I J I! i ! G 0.332ACRES o / / / / / fly ,,// r OD/Fr o / / \ \ - , - / J / / i J l 1 + 1, _ / / , , / 322 / / / ' `�--_ - / / / ' - - - - - - \ \ ' / / / / / J J / l '�� ! J J / ' I l l THESE TWO SEGMENTS o _ _ _ _ / ' / / / / / / / - , / o _ , _ T RD D , / i _ _ PIN FLAG ` \ - - - ' , ' / / , e J l ! / l ! I � l l SCALED FROM PLAT � ' / / ' , / ' , / / ' / ' ~` ` , 1 37' 1TYP� _ _ — — ' — _ / / J J J / T�M c/ J ' / / / / / „ W / IN DB., 755, PG. 41 0 _ / ' / / '' / ' ''!j _ / I r - \ _ _ ' - / o l SPIKE IN 12 H/T� OAK / , I J J / e _ a _ PIN FLAG D 1 NS,�� / aEVJ=549(95 ! l q / P �; 11 J ! a !' 5651 / / -=_ - S�Z9'ly - lL�/F_ - - - - - // ,� 1 DIA. DEC DUOUS �Q' h" Y o `` -` -'' / -' � !/ / �a$Q°�� / !/ // / �! / UPTOWN VILLAGE, LLC / ''---�,�"'� __,`• ® _ / / // � / ! // PRO�ERfl' 1NE/TO ! t, ,�tf' J J J /J // � „ DB. 3323, PG. 740 FIELD LOCATED `-\ _ - _ / C/L/OLD RPAD q D ! / { !, J t I / / j TREES - / 1 I PARCEL ID: 03200-00-00-05800 - — - - --- _ - _ / J A AN{�ONED BY / _ _ , t 12' WOODS ROAD --------------'- \R ' J / SE,PARAT�IN,�TixUMLNT I / ! I I ' o 1Q3g ! , M TBM-B SPIKE IN 24"OAK \ \ e / � / UNSPECIFIED WIDTH / AREA OFIUNDETERMINED OWNERSHIP DESIGNATED AS 3 - - i= = / ! , J ! ,' �! I I I J II t ! u� , ° \ \ \ s l - v o ELEV.-5/z3.�0 \ ' / / l ..RIGHT OF WAY PER AS DESIIGNATED ON PLAT REFERENCED R/W PER PLAT _ / ! J I I \ \ \ l \ \ ` \� \ \ ?9568, c ! Qc 1 \ ' '/ /// DB. 91, PG. 396 HER N, SEE NOT #8 IN DB. 569, PG. 32 ,� _ _ - - / \ \ \ \ \ \ \ / \ ' (NO INDICATION OF OLD _ _ - - 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r / Q• \ '�R /F / / / / s s / ROAD OBSERVED /N FIELD) / JL \ \ \ \ ° \ \ \ \ u, , \ \ I O UPTOWN VILLAGE, LLC UNSPECIFIED WIDTH / ! , `1 ! \ `\ \ ?827�' \ ° \ ° \ \ ` \ \ \ \ \ \ \ \ \ ! / j4 DB. 3323, PG. 740 R/W PER HAND NOTE IN f�OD/F 1 \, \ \ \ \ \ \ \ \ \ \ / 4( ` PARCEL ID: 03200-00-00-05300 INI PART / 12' ROAD r `!° DEEP H�L1E `\ / v ( ) D8. 155, PG. 424 I DB. 158, PG. 111 \\ \ \ \ ° \ \ I I// CONCRETE CU B \ / 8.5XT CONCRE`TE ° \ , \ / �i�llJ�J or WELL OR SEPTIC BOX I � lyJ/�jlf/,lll l l/ TREE DE IDUOUS I / BUILDING REMAINS PROPERTY LINE TO BE � � //� j�JJ EXISTING SIDEWALK AND ABANDONED BYCURB & NOTE: / FOUNDATION SEPARATE INSTRUMENT J�/ / / REMOVEDUTTER TO BE EXISTING CONDITIONS SHOWN ON THIS PLAN / / / / / �� ���� ASPHALT CONCRETE ARE BASED ON AN TOPOGRAPHIC SURVEY / r� & GUTTER V PERFORMED BY TIMMONS GROUP ON 03/15/2 9. VOOTPERMANENT DRAINAGE EASEMENT Z ! SCALE 1 °'=50' / DB. 4752, PG. 352 / 1 0 50' / / / / , �j'2. 'lm TOP=555.60 INV. IN(N)=541.52 INV. IN(E)=541.41 INV. OUT=541.30 ASSUMED LOCATION OF EX. WATER LINE NOT FIE D- E L V RIFIED TBM D 9 SPIKE IN 18"DECIDUOUS TREE APPROXIMATELOCATION 1 a ELEV.=528.39 20' WATER LINE EASEMENT ; TOP=527.28 1 1 u R X .a^ey., Lic. No. 0s.09,5 Al Lo E N N M N � O > E Lu E Z o ~ E � Lu U Lu o 2 LL 0 0 O uj LLJ M !Z T LA �0�a� < Q� r 0 d V Y N CD H O Ln � N a m O 1-1 d0 `o w Y-+ F-- V) ZD 0 Z (7 Z) Z F- 0 w Lu Z U Q 0 0 V ~ LLJ W o � O U Lu j 0 W G. Z C) LLJ Q ti a w \ 0 t DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C, MORGAN CHECKED BY M. BOWSER SCALE 1" = 50' 0 U N <L a V) V '" 0 cf� z Q I v U LLJ - U) d Lu Lij Q Q° r—� v o U ly H �a �o �o L o0 rn D0 r� J 02 ,, F- Lu Lli0 c �> 2 p z� I--i o cl� Q �x �= v fl:5 ryol ° `s �� Y U) (p X C (D O Q) U 2 o E -0 c: U N O U JOB N0. ° o U)_ 42297 c� �2 U SHEET NO. Q o v 'a C2. 0 20' MIN. REAR BUILDING SETBACK 7 Uj C (6 0 0 v E m -a L0 O � I 0 N 0) N M C O O CL 3 O Q J O 4 U rn N N d- ti N N •d' f'7 O M m k` S 3 � ° b p'• g� a l� F i .r. '� n& µ.,�� E O. f :i >. .,... ., ,< �,.,.. r y ,... >` .. I t S r , r t 6 r, r ; i f r , 3 _ i , i E 3 \ SITE NOTES: / ALL CONSTRUCTION AND MATERIALS LS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND ALBEMARLE COUNTY STANDARDS WHERE APPLICABLE. \ CABLE. ,.y2. ALL DIMENSIONS ARE FROM TH E FACE OF CURB UNLESS NOTED OTHERWISE. t: .{ , / r . E. J -4, . ,8 � y „° 3. VDOT STANDAR D DETAILS, AS REFERENCED r ?v L:,_ ARE TO BE CONSTRUCTED IN ACCORDANCE t''; WITH THE MOST �� � '/ T RECENT VERSION OF VDOT \ \ "ROAD AND B ..° \ RIDGE STANDARDS". 4. CONTRACTOR IS RESPONSIBLE t f 1 / _ f \ FOR PERFORMING THEIR OWN QUANTITY TAKEOFF. THE C ONTRACTOR IS RESPONSIBLE FOR _•.;:. -,., „„ INSTALLING ALL STOP SIGNS DIRECTIONAL — _ SIGNS, —. , _AND STRIPWC; �Nrnnrni nnl -rum o, n K,� vim 0rL1 Iy C ,s Sr „ f n a 1 - g t .. 9 Zt BUILDING 6 , 28 UNITS TRASH }£ . COMPACTOR r� =f 3/4 SPLIT e :20SCREEN > ,> BUFFER , / 0 I v ' v £s' 0 r `. '.v a , _. > yy /- d p . F S .. 1 X I l >� � SCALE 1 "=50' r 0 50' 160, ,1 s f p r� LIGHT DUTY PAVEMENT SECTION HEAVY DUTY PAVEMENT SECTION CONCRETE SIDEWALK HEAVY-DUTY CONCRETE AREA OF MILL & OVERLAY mo Io E N N OU m (!! N O Q O E W - E Z C u O E YJ _v Lu CC -.0IY U. ,-i LL Q_0 bO O uj LiJ {% d ~ W Ln ao < '° < O u- CD cn a o ul L � a� O Ci j (V 04 m iD ,-i co O J C7 W }- ui CC O z O w s F- c� W _W u <C O V7 cY_ O DATE 1212812018 DRAWN BY C, MORGAN DESIGNED BY C-MORGAN CHECKED BY M. BOWSER SCALE 1 " = 50' � o U d o f-W N LJJ (D/5-�-ry1 q� N W a Q > a 0 0 N n u CL O LL <C 2: (° ] mow' Y !2 co < < O t _u 2 ,Y O (D r v U) .0 ��.�� O LLlJ O _ m � (D` � o < O 0 z Lima co X 'r w N O O O S? LO s? N y Y U U (D.2 i (D y O O O O E O U O -O. U JOB NO, o N O 42297 2 U) d C SHEET NO. c4_n 0a 0 4 �, - ____ ,__ � ....... --------------- - - - ----------- ---- - , , - �l __ �1_ / "/ .. .... ... .. .. �",.""�:"-,:-,""�','�,---"V"�� , , " �;�,�":,�����,'����-,",��",-�-,�N ..... . ­ ,,,, -, "".- ___ � __ - � ,-. ___ __ . - , -,: �i/,-___,"-:_x,l/, --`,�- ,� .. ..... :_�., — �_ll � . , . - .1 SIGN LEGEND .A, I __4_ ... � , , I— _ - - V_,_�_­ _"�, , -------- �,\ \ " i�-.,��.- - - " ll."',<v l," FIRE LANE NOTES / "', ­­ ... ...... �- , - - . , . STRIPING NOTES: , v ,4/ ,,�/ , , , - \,�v "'V q/ �/ - ,�� . ..... " ___.__,__ , . v ' , v , ,�, -�,�- 1-111 , , " _41/ `-"-:-`-"": ----' - - ,, -- - \� � * \, /, ""':", ,,--- " "' \L1111 1 5-­,\v-­ \1 / \l/ . DO NOT PAINT INSIDE OF THE GUTTER 9 FIRE LANE SIGNAGE AND STRIPING TO , q , \v , \,� - -\v -4/ 11 1 / \l/ "- - - 4 I "I'e, _� ,,,,, " PAN IN ANY AREA. MEET REQUIREMENTS OF THE LATEST ll/ . % \,"/ \i/ I i 11 I \l/ �a,v \v 11 �', ", - " , z ,�/ -4/ % Z� \�, ', ��,/ 11 � ... A. STOP SIGN 1111­1.3 , \� ­v IV/ I l_­ � _­ I \_.'® �11111 1' ,I � /',� 11 " - /,,�,�. 1 11"VI - ­ � \�l -,j 1\1 I ) -- \J / 0 PAINT SHALL BE TYPE A, WATER EDITION OF THE MUTCD, THE � I-. � ,�, , ,/ ­�,,,/ � ,,v \�v \,u;,�;v 'v I � ,,, , -, ; , " - "", _­:'�­_ ... - v -1/' 1 � I/ -�,/ \V , . q \,V ,. __ \, ,�I/ -� \ (MUTCD Rl-l) ...... _ � \�,, ,/ \v _111 -, \, I I � � �� ­�, �'. ., I., I , - � � .... /_��l " " e �,,�� �v "�/ EMULSION BASE, TRAFFIC PAINT INTERNATIONAL FIRE CODE, AND , - ,- _. - , , , t�,���",--,4', -",/ ,\�, \"v 1-il i . , , " I i -q/ , - -, - . . ........ � ­, ''v I - , - 11 � , , - �,4 " r, I ... ��""" CONFORMING TO THE REQUIREMENTS VDOT STANDARDS AND .'.::: ... U/ � I 1. \j/ ,, _:�v:, I \l , ", 1111"/ " ", ... 1, �­ , B. VAN ACCESSIBLE "'A \ .1 \, " , ,///", " v \V' OF SECTION 704 OF THE VDOT ROAD , \J�" \l/ �, " , ­­ " "' , , � -, � ', SPECIFICATIONS. FINAL PLACEMENT 1/ ' " v ,j/ ql/ \4/ � ,\J/ � a DISABLED PARKING SIGN `�-/,\,\"',',\'­l e'll \l/ ANDRIDGE SPECIFICATIONS AND OF STRIPING AND SIGNAGE IS , 14/ \ , \11, 1 \4/ ­�/ \\'/ I /lzll\vl� B -\� " -4/ ,\ -1/ � , I ,,A'�,, 1\ \�J�/ (MUTCD R7-8) ,,, " , �' , \'l \ "j/ ,�, <,/ \l/ \,V A/ z � -1 -q'­ ,, ,�, ,I',,/' � I'll " '­�'L<.__ - FEDERAL SPECIFICATION TT-P-1 952. SUBJECT TO CHANGE PENDING , � \,�/ ,A/ I �\ \,�,, -4/ \\�- -1/ / / , V . V q/ " ", "k - � 11-/ ,V q/ \,!/' ALBEMARLE COUNTY FIRE � ��,� � " \,�i," ,\j", \"L/ \� \,i,z _\V \t / � /�_,Vl " COLOR SHALL BE WHITE UNLESS \�, ll� - I/ ,V Z'/, ,- , � . I/ N/ ,I �111 \I; ��/" ,/ I g FIRE LANE SIGN � I \j/ I /�/ I / 11 I I � 11 / Z", , , � - -, OTHERWISE INDICATED. DEPARTMENT INSPECTION DURING ,�., \�111/1 ,%, " � 1"', ,\,!/ \�/ \-,v ,_ , ____ -- �� ", ,,�w ,\I/, \1v k " \-V - \ �, ,- -1 \1/ -4/ � I Z�. _� ", - �_ --- " -, � ..... / -, I I I I � , I / ....... �, 1 ...... �__-.,Vt,�_�-- -`,-,z�� -�l,<.,_---­- ,� ,v I ­_ ­­­ 1­­ .... ALL PAVEMENT MARKINGS SHALL BE I \-- ­-,:. ...... - , * INSTALLATION. -1 ­�\I� ;%, ,,� 5", 1,\ " j" ,j/ \�/ / �",',/, '. _­­­­­­__l­­; ... - V, �1_y ' J/ "I" __ ,\� \.,I/ , STRIPING LEGEND 'I, "_� � _­­ i I " \,, � I \1/ vl , -/ 5�--/,//� \, ,�/ ,\lv/ , ,/ff ,,.V, ,. W ; INSTALLED WITH SLIP -RESISTANT 9 , 11, " ,/,�"/ ,/ \j/ 11 I I ,�/ ACCESS GATE FOR EMERGENCY FIRE - " , , ", , \,� -\ ,/`/� . ,, \�/'_­ . " ,�,, >> I - ,,/I " - I I ,/ I I I \1/ � PAINT. LANE SHALL HAVE A SIGN STATING , ,�, \,V -\V __ /_1 1,/ \,�/ \tv I \ - ____ , , �'V' ", I - - -� i ,\, / ', , I \ 1-1 , __._ 1,\ \11 / I �� YELLOW FIRE LANE STRIPING 11 � ........... ....... ,� �/ ,.­­1 I _� .. . . - 11\4 I—_ " CONTRACTOR SHALL REPLACE ALL "EMERGENCY ENTRANCE FOR FIRE 'I"", - I[/ ., �,., il" "' � I", \ � 0 \,i /_ ­­­ ,� 1/' � / �l �­�'. , - ll� , / -,v ?� 1, � ._..11­_­:;, _!�,� , _e' - " \\!"/ ,\,/ ; I APPARATUS ONLY". \1' // � , �l - , '­q/ -4/ ,/ � -,>-- � !�, _� PAVEMENT MARKINGS DISTURBED , ­­_ _.� _- . - , �� 24" SOLID WHITE STOP BAR 1\\ I ,:,::.'�:.��:-�,-,-"-:�'.-...--,-",�.",:.�,�: _:�' �'_: -, , ... ­ \ , I DURING CONSTRUCTION IN -KIND AT NO \ / 1��, \/ I i/l il \y \� I ADDITIONAL COST TO THE OWNER. , \ � S l l M l PEDESTRIAN CROSSWALK ____ -i � ­_ - _,,­L,,_� �v /11" I 11 5 , / I I i i ? \Jv I / \4/ i I I ! I z -SIGN TO READ "GATED . z , . I ACCESS - FOR EMERGENCY VDOT STD. 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' WALL 35UNITS \/ 1 "\ °o ./ L. �. -,.... ..�.. .j.:... .-,. l.- ......... - .. .::..... - -.,. ., 73 :...',..,.....:. . l :,26...:..,�,,:,-­-" 3/4 SPLIT \ POOL I1I y , . .@ .. ... .. .,.-.:...... ,.-, .. %..,. .. ..., ­. . : . 18. ,— � I_, :'.-:.. :.. . 49.65" ,...." \ 2500 SF \" .. ,.59 ... ..,: .,I.-'. -m. ..:.- .,.:..: :... .... .�..-..-, ...-....-. ... ....... ..'"- . Ln E " (N u 0 m 'i " c < > E0 -6.9 Lu 0 /I �_ E 3 3: .= 3: !� ui u r-) U i7e- 110 Lu IL",4 — _1 c� LL CD o CD --i �c) a- 6 W Lu m 0 ko � 0� P Q) 'I , F_ (3 g -L,-- a_ 0. I �_ >� x Ix ru < U) ;� 0 5 u- � a w -��l " Z CD ul (a cl z Z � Ln 0 0 (n = k.0 �_ L_ . ,-� U Q) C) I *� r1i > 5 'i Lu CD LL � 1-41 (D ___i � � cl. z ui 0� !� (n :D , 0 31 ,T- U-1 � (D :) Q. 0 (VI) & F_2: r-) LU 0) > LU ui " '- 0) = � , u n M1 < 2: I—I—L.— uj DATE > 0� =) 1212812018 0 >_ — DRAWN BY C.MORGAN DESIGNED BY 's C. MORGAN CHECKED BY is Job, M. BOWSER owSCALE 0 1" = 30' 0 0 0 . > I ^ v I U5 0 . c: �_ lz w > a) < 0 U) (D I I] LLJ ;7 ;--4 (3 �� 0(1) 0 z ry i--4 > EL :3 0- >, c I r 2 12) rvoo z 0 (1) En :3 T u 16 , 10% LL w 2: = p -.0 1.0�1 __j c� < < _U) , - m 17, ILI IrL m 0- Lljco _j �_ .s� < =) O -.T u 3 .� (A , >_ < -0 0- (1) . C) =) :3 0 40W*41 I_ ­__ w , ae 0 (D Li C) cx U) 2? z (I)o CZ. _j < f �E p - -.-r , �'_vo Lu �, F- E t- -p c: 2: (f) 0- 0 U 1 0 ,�0 ::) c 0=- r% "o LL 0 �� 3: Z V) (1) 0 p Lu x t Q) ED o :5 _2�1 15 N p o_ — 2'§ 0- q) p >.= .- V) -m :z -5 U) x C wo Q) -6 -z 2 (D (n (6 c 0 ,U , U (D -2 p -0 5 c- C) (u 0 li - �� -a-- Q) -0 -@ �u -------- - -___j_ 5-0 JOB NO. 0 c: V) D U).L M (-) c �U) m E5 0 SHEET NO. w -a - 2 C4. 1 Q) _0 lwn :� — ----- -- ____ -g-- E F_ - SCALE V=30' Ou 0 u c: (13 P, 0 a) C) �2 C) (y) 0 _0 T 16 it CD _0 ... . .... .. .. V �'A =551,61 ENTRANCE GATE KNOX BOX 01 ARM WITH llk - - - -------- -- Y ffil,/V OUT=', 'A" 777 -777- 'J, -J 3v 1,14 . . ........... 41, q/ "V ......... .. MATCHLINE SHEET C4.2 INSET 1-1 INSET 1-2 v q/ -q/, \1/' 01 I 20'MIN. REAR BUILDING SETBACK SCALE 1 "=30' ou Qu .......... J, 14 v 's" .. .......... . IV j-, MATCHLINE INSET 1-1 IV ui ry D 0 m (D 0 ui LLj m u 0 V) (y 0 poo DATE 1212812018 DRAWN BY C.MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1" = 50' 0 20 < '2 uj Q) 0U) > u ui Z < LIJ < C::)) CL 0 P (D 2 zU) C) 0 -J 25 w E a- 0 ll < :D (D 0 Z O uj -tf 0 2 (u > D �3 x 0 2 0 E 0 JOB NO. U) 0 42297 U) SHEET No. C4.2 c: m 21 0 2 c: 2 Q) E m C) -0 - 2 < Lo 9 7 �2 CD Q 0) Q cl) c_ 0 _0 2 16 a- - NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 311 (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 'INCREASE IN DEPTH, 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. mim�kojz4zmmw.�alli-Lifilpl;RIF]IIIIIIIIIIIIIIII 105 502 - 1F " CURB VIRGINIA DEPARTMENT OF TRANSPORTATION 4" 2" �� //- R GG-2 — ROAD AND BRIDGE STMOARDS ! REVISION DATE I SHEETI 1 OF 1 1 1 201.01 1! c•,,.., � A I . ... .. .. � .... . - "m &I_- " N� ;11jcTDq1I It 5 Fl,--AR , Fj I L1,-),;C 1 12" (�-(' 111L ja 1� . CO _�, . 11 1 ­1 1_7 " " I \ I I - - f I _ \ ; 1 , I / , g'09 m0v-mo'�,,� I I'll a MOP* wl", I !,I, 0114"W" , , I I�, , � I I 11 'f 1 .1.-..--I - I , I K -­ 1.;��;1 \ �! I ""' t Z�' I 1. . -1-1 ----I-,--,-,- 1, \ - ­1 I ___­ft� Ll I 8 4�4 v !" , .1 I MAI' ,,, E , I �, 8 __\_ ., , I __ \ -- �­:;� �� I" I I,- I " - ­ A , I—- I.. _�7 ", , \ , ',',,,",7�­ ­­ 1 - � : I ..... \"_, zg , -, _1 , ­�­­ � If. I � f_7 0(.M:7 TYPICAL DESIGN "L ,LLI L - I OV � A .R 61r,i N�11,s�, , , 11-1-4'-;_` `,A�,,. I ­!�2-1--­_­� I I , H\B 'o-k"FSI I,1 o, GI! _ii I ._ __ 1 T ­`�41z',4�r, ,��" 1r- ,_V1 v1, �,1 I IM14M�& 4-1 � � 0 _x /--I`,-_',i - _� ' 1,!]'�'_ O --iil�Tp, C-TiGN , " Dvot, �R�N-i ,- _t - � --- , 4� " "_f � , ­­­,iR­*i�---- " I � . . . . ............ ��,rm�,­ - 7 D J, - - - , - - 4�o ,� 1R_` 7,­ .- - ,,,, __­_ � _��u,� .�T_i 7, � - __ I , , � I , _� " , , - i ", � " . TYPE A , 1","---------------"--,--",-,----------"------ I _­_­__] WITH BUFFER STRIP SECTION 8-13 ' _T_ .'7 - � ,'I Al _�cr L r I OF � I ,. ,X-N'CRAL NOTES (1-1� I'I�F OF-eEL­�A�,il_E %Vgki",!��';�, '-E,' -H-E _ 1 �, 11:11 F,' T�il)�'TIIUN THNr FNQ'QFPQRi111`$ Vffl�,-.R, E10EIN,11a,F,. I,�L.1'11JQN;:�, � . I �I! ,')��I',,'j T ,­��-,I F-w" c,,_-,%- I � - I , , �,,,� i I R .l � 3 R!414p, 01.1111UUM CI�R�3 r1A.112P L�r 17-1111 a FFET FOP HF'd I c4 ;6 ,,�FQ J� "5, AT'TQP Of 1: Ul.,-,'. T� - " I ­­- I - I -\,,-- I 01, I It. V �,­QIRRE � A_F�Avkcl /I i,,' 4� , 'S Q','A� E L;V0k G �\ � I- - - 07 -I - FA � o��- I k/ � " I �F­ I&Dz '-s ARIAI,QVT&N� OF , I �,_ i-,I1AL,I.,, I I -f5v�I,,'NA) I 4,! - I " � '4 - I � . , .'ILI I ==,:,L I! "' SL fl�,,��',�IOED w�i, ,,. BE FROVTeEo t0ji-IN k I 1 �, I I - 6 �,-jfffi" - � �l 11 I �: �_�- I , 0I ! Ti-iE mAI4<Eo I ( -,F�-K�u%�,,<,,,,, I - I ---- Ing \ j_ CRO��',V,��_K AF�A­� � , ­01 - I., 11 " ltvj ,1, 1, � i , 1\ �< . -11 , I I - I 0 I i"r-11 \ C',, �S,WAi K IRU ­� - . -_� � __ � ---------- � I - � — Z�� � �­_ ­,; - rk , /,,< � _-� ,� , 1�� --7-, R. il�,,I � V1 - ­­, 'UJI: ­� L._____.____1 , 5 � C �� -- ��_101 I __ - I . I , I , I 0 , 1� / - 111� 61, "I 0 1'1� 5 ­*4- "I V_11�151_1'1 M.- _M'r-. , " , V11 . � � _1­1__f \ � , ` - . I, kn el � , 11_1�1 I _,CIR 6S S 14 At K 0 0 ,�L , �_, I R _ __ , " CRoss - I - I z H H ri �] ?-) '_� I � I TYPICAL PLAC )I 11 A 11 i - F� I,! -- N T C, cj'S,I�MALIIII�,:, TYPICAL PLACEMENT AT INTERSECTO� CROSSWALK AT INTERSECTION DIAGONAL PLACIEIdENT WITHN CROSSWALK DIAGONAL PLACEMENT WITHIN CR055WALK (WITH BUF'rER STRIN •WITH BU�FER STRIP � I . I 1. I - � ­­ . . ... .. .... ' SPECIFICATKR4 OT / V . , REFERENCE CG-12 DETECTABLE WARNING SURFACE �­v,L�,vl - I , I" b�,o�g ---,,b�viumuos 1 p7 1. 1:315 TYPEE A (PERPENDICULAR) APPLICATION ".v��w,N 0117 I -2-111-1-T." 11 502 CT IRAIJSF'1�1��7A]I�',% -�i,l T : VIFGI��.A �,'_PA,i�. 5,1&'N0, "I I I , : I 4G_L� RIVAUS LENGTH i.OR .K . W, LIMITS OF CG_t13 i __ (WHiCIIEVER IS CREAIERI 1, I. . I- I ---_PERMISS�BLE e,c,,ws�.jONT-,,-�,C-"�""i, �_, �p . . 1 l D11 _', - - �� -1 � I — — - I I I- 'o � Va W,OTH OF ENHItANCC-�- � OP P,� �Z,�,,� 6L,R,�,ff- 0, ,�onl,'��,,,�, 4 01 � L P-,�71 ltl C'7 x less RCQ�� �, w - * I - �� I 15 I 11��IAT�, or FED. ACXt'5S ROWE PRopcaa , , �11` lkq'� 4 ,�-'­,� , " � , #5 X a" BARS & I2" C-C I 6 �,- I wi, CoNc= COVER V12" 't. Olo , 1� I r-._7_-­tFii ,-__-_,I , I NON-TJR VERSAat �� Z I � a� �P&wl"'a Spozy SIDEWALK I , , , , , lk�F - 1L101__,1_5_ " #Z:� I411 DEFUH1 — _EXP44'5�,Wi JOINT (N-�,-, I ­'­ __ �,� i A � I 1 4. , ,I v , ; _V� 'a"I", I d" 'At ­; - -11 ­�­ h'_ - _�i,K —PROP. 'jel.�IZPIAII , I �j � , . I TE DETAIL, P, I ERICHTLOF-WAY ' L , ., S4121NALK ,,,�!,Z,,, 0,1�,Z�_,t " � 7 " U E P I H ­g,'g5,x,- � / - _0 ''I'll- I- '\ , � � ADDITIONAL IS REQUORED F THL LIMITS OF PED)ESTRMN ;,&ck,�S ROUTE tv wEND OEYGND K,96HNG OR PROPOSEZ VOCT LNPAV�,U 1,;PAa A , EXPAW�0& JONT--i"�, I (1, 0, � (",<Q I 020", I �� 15�!­141­ 1 I I tip WAY. OR SIDEWALK- 1. I " ; �, 11 I i "", 0 KDFSTR4W ACCESS ROUTES PROVOK A, CWINUW5'1JNOf8'jWUEU, - FiRM SLW AE�iSTAFIY PATH COW-4EC1`A6 A,L AC-CESSSLE I �Ip I r � ?, - %, I I------ CC-IZ DETECTABLE W-kk-NNO �W-21 "I l, i _-� -FLO v - � � I ,AW el,11-VEL"4�FS Or A 79ILITI TIJA I CM BE ,W"OAC-Erl. eqlitRE�O ,�2 , " DE I S � TRA . N , U50 OY PT 5�11 ACCESS ROUTE 15 ,I�WACENI TO) UAf,X CS G4'1HB , MIMMOV WIDTH SH4U.Lo BE 6% . ­ , WIDTH III` GLITTER -_ 1 LUTS OF C10-13 � � M ' R � - A ISXPM'SION JOINT * IF PECESIRIAN XCESS MiJ ES ,E O k , , Mi MkW i VTRAVERSASLE % WUTH IS REOUREU WIfH UAX.- 2X CA10SS SLOPE. 1 , - I I - . NOTL5. v MNIN ROADIWAY \_ PAY I'lNE I tPROPOSEO 71, SIOE',VALK 6 I T I 0 BE POIJWE'D MON0Lt!IF4CALLV VJJTrs-,', ENTrim4cE 1 -----*- _j CNR By U$IWI PT!Rwi$IsLE cn"S��Rcrlol JOINT WITH Rcoomfo; amS_ �-------,----,-----------�-------� _' I I I I A ­J ,�_F,Roposeb �7', smwxx To Bz,C4AS5 A-,3 miCRETE. . HALF PLAN &RZOUMeD DARS ARt 10 aU NCI- 5)TP PLACED i'CENIR TO CeKTeR - 8.� � ALONG BACK Or CURB, WM -OEP TH OF SVEWALK� IJIMMUU I . _L,I�S AO,CCAC- ,�� �O . I CaNc"KTE "OVER. 11/2". 1 `�i " , v Of� CURB-, NORMk GUTTER t - 1 ____L_,__, .-,- _____1111 ­ , 1 � I L . I I 4,&L OE7xFS xNO PM�NSIO'�S NOT $?,(TvwN APE THE SAME AS - _111_� � ,��­­ , " " ,; I �,j I 1 :,, �� - - - - , 11 I 1� � 6 , - , STANOARQ CO-V,., , � , - , - - 3:iZ*��_ - _%:'��i4 ,_-1- , , - 1 .1 ,_ , 11, � 1, - F-1 ":''-,- " f1 11-1._,'t. . . . I 'SfCt I - � 11 , _- � � __ S, I�TIS Ot, m MAY AISO PE APPLItO TO OTHER 0IDIANCE,!�Imomt�s ��, , ,-,-" �_g --- � - &lp't m'-ED ima,s�� , __i, �, - 6� ACOREGAIE IRAS." --- " T PE I S§ZE 21 a 1 j______5______ 5,%N04 VSVO IN COP",NrTION WITH STANDARD Cia-3 OR CG--t. rm,Z CURB FACE ON TH'S STANDARO FS TO 8E A0,jUSTED TO MAICII, rHE . MOkMIAOTA' CORR C0WIGVRA1fOH. SECTION A -A 7.%E STANDARD CCel[2 FOR OUECfAMF WARNNG DCS,�& I . - 5 'A' h" BARS 0 %21' C-C P-11MI1118-F 101,11TRUCTION JOINT I . I . - FE94.AssfBILF CONSTP,ilciTow ,.,OIvi7 I � 1 21-b" . I 1'1_f 11 - - , �" UINUUV 1�1_611 N 11/1, - "ONOETF cf)%�tR I - , I ��11 I ' 11 - I I , ,,','-,',-',,�- , 6' AGr,REDATE BASE ,�V' AGGREGATE RASE l',"', I I I ILI il l 6" AGGREGAFr BASE 1-1 11 l__�: +-TYPE IS2E 21 5 ll�1111—I, ' TYKX�4& 2Na TYPE19IZE IT& SECTION D-,D SECTION 3-8 S,EC'NON C-C ___ SPECINCATION \11/00T RErFA-qFrvcE COMMERCIAL ENTRANCE AGAD AND ap_1015ymmmus I (HEAVY TRUCK TRAFFIC ANTICIPATED) mmsi� 1 OF., 502 V1,KfNiA DEPARTMENT OF TRANSPORTAOON )q 2" R CG_6 - NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. 1� 1 , 1 1 = I I . . 1�'ty . � � I - t, I 1� , I �, , I 1�- � . �, , I . . . � � . . . � I � I I I I I , . � I I I ll� , 1�1 I , L I * 6 1 , A I , � . . � . , � . � . . A � I 1 21_DL1 &" I , I..., - - - I• �- I•I'l . I I'l - il I I ���� - I - -• - - � , , � - . , � , , , , - , , - - " , - �, , - , , , - --------- �__ - THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND 'G UTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A .MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION I XV00T REFERENCE - I COMBINATION 6" CURB AND GUTTER ROAD AND I BRIDGE STANDARDS 105 REVISION -_ DATE I SHEET 1 OF I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 201.03 3 d, 1, CC 11 I =___j A p4j,".'as''i" LoriO__ , -1 ,-, PTRVI'��,O'_E AT � 2�1 C-0- N\ "I 1, (�_,Ij�l �/ I I " � Ru"'Tic,111 , , - , I 1-1- _ _, f - �11 V,N,_� Z,;I,� / �, I : 1� I I y !?� U. s ­11111­­_� I � I - 7' I - �. '4p'�. . a I I I ) 1 I � I � - — � � 1-1 wom I ) . 1 L - i I - I I I �,_�tLm_"L_ - - - A I :j I *" I � �'C.mu, ,A � V , RUW,'A_1[O 0,0',�E�� E-- ','HL'�' I"'& 5 F��R� LZ"TN�S - - - I I " I �,,, rill j � D, - HAP� ­1 "MATCH F,AC E � A \i N I", 11 . % . , ,,)I-' PCIIAID00111, C11ir"R, . v ; 11 , I k L-1 � I 1 I. � -.----- - ' 1 2 ON. I w � ,,J,,C I .�N A -A = e', pt RbM��ULE � ��4 / cc"Ns I rllx':T��,N " , - -i­Txr.,-_,i------ - _.___ - - ------ - __ `ff I 111fl-InT111,� __ - 1�1�11 -` ­_-T , .__ --- --j-= , , - rI I n X, , �� ,�� � I I I � 11 'I , 1-­1­71_1 Q ­11­11 ...... 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CI_1 3 "' RO"' '"A�6- : I I I I- i - � I I . r ,�, .... � .... 11111111-111111 I d. z � , � ,� , , I I ��") ,,, ,9�, - E , ' _`W \'�� ____ ME"- ... __L T �" ��" k ,A 1: -,iY,111-11 'I, t EE FT�CNIQ-�O FNI ---,-, _" , ,' "',,, DIT-E CIF 1i1A;.1ELVW � - I / ­ ,<,,\ PERPE,��ICIJI AR CR,X,S'MILI.� I IN I 11 - I I cRosSw'%_n / ,,,, , w7ko, 4,�,� MAFgt�J I`E'E� FOR _',','%��,-�AL P,kiTE, " o�ErE,11111181E WA?f,14R�, ��','FALLI I , ', AREk NO �, o'�, foL . , Ii­ ", �� _��I�U&4,j� I - , R 11 : I�F'E _,'FIL�f I G111, 5 / � " I - , I _,��,`, ­­ -D k �:11110) H c r A P,4r.,A, Lri- `,Aisl,p I I I 1'�E •R." �\, " �,- 1,� TYPICAL PLACEMENT I . 1, ��e ,,L1,M_ - 6 � � t I UK1[TFf) '�) t5 FEET, R7�,�E�AJF'3'�,' �)T­ TOT� 'AT INTERSECTION 'I'I"', 'c' I ­ I 1 s - , I - YL 4-2` FER STF� I -1-1 Nu�; v-,�, mjv WITHIN CROSSWAL K 1i r � ,.N, __-f%j, .. � I - - I % +__ � RP ' F, . I RALLEL 11 N! 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I •� k.� 0"! I- "I i � y Slikl'SE FROV,f)ff �MR mo�.�m ' - - NiTHIR THE UAR,�EO I � I P� ' i III I ;,� ,_ _�, *�A. ��r�o,�S�A F,`PENIII'CU�,!` *CPOS'� WITH BUFFER STRIP - wji-�-4",�Ir V.� -0. , - ��, �k U­ffl,,�U_AR ': \VDOT ,_�vc c'Fff-�T ,,.w I RFFI�r_FXE C_ (, 33 - 1 2 DETECTABLE WARNING :SURFACE ROA011511lu ,,tFopqt�� 5IA,,46,,T,,cs . I � sli,CI a GF 5 I pc'tj��J(*I nAl'l TYPE B (PARALLEL) APPLICATION 105 I .. - I � I I � 11 �7.,!�,,� t,02 1­1_01311 1 VIRr,T.IA �,,IFPARTMEINT OF TRA14 -POrTATIOI� RESERVED PARKING - -.00. ) IDENTIFY SPACES BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SECURE SIGN ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF PENALTY, I CONCRETE. VAN I $100-$500 FINE, 61 TOW -AWAY ZONE , ACCESSIBLE 6 ABOVE I --- I— I ABOVE FINISH DENOTED AS (STD.) PENALTY, FINISH GRADE $100-$500 FINE, GRADE TOW -AWAY ZONE I DETAIL — PARKING SIGNS DENOTED AS (V/A) FOR THE DISABLED � - . NO SCALE Gl_'I_t_` I TV,IiEll..O�IPONIFHT'5 ��, i�ImO RA,M�S CUW,iST QF H,fF F(, I �L�_)sMN(,'� - H. f DRAUi EktEN I EWAL ILIP F Ti' N I NCHES' i . , AREA ZN SQJARE_ 'fAROS GENERAL NOTES: CUF�;.P ',7,�iFl,f REQi_•VEQ K'G-2 Or, CG-3 N LNLAI? FEE j ' I , I OPETECT,AELF WAFN,H� t SUIUACE� (AT,�A IN squh-�� ym,S,, t YK DEA'FCT,AbLE W,nRNNG ',F!A�,�, RE P,F,QVIDEQ BY TRILWQAT�EQ DOMES, F-ACLI OF THE ASC,'C ff,E7'1,FS 6 A SF.FARA'E PA", ITEM NNO '10`�QLD ."., L'I�'C(MLIWAFk.M-NO -Hki_ Er F`,tC.V I lrC MA,Eli�.&,z I A�F,PROv�L,., LIST fu* &E SUMMMi..-IED FOR FAICH 111:Q1`?H �cljlf PP111P. 1 El _� E� X��RNIING �31,1,-AOE5. PROOt,C�TS Fi��)T 1_�S­T��) ��-H�,4j, I4,FF,T �� I Ic IN, 1_1� I< j�jAM� Ql�. f,JAX E' -�TAB! ,.4, — — -, , - I " i, f ,, I . TFF FIE0, RF,kENTS OF- T4 SPECIN, RROVISHOIq FCR. Cf�-12 CrTl TAB� F. 8tj .�,,,�,' I I ' 7 " .. WA�NIN :11 �UTKF`A,�E. ROD -�HALL BE SUOVITrED 16 _i�Itl' S141DAF26's ��,N� , - I -_ � � 1 �IIFCAAL, ",I�SCIA `,Ec_z�ON F'OR APPROVAL, � � , I I I 1 , 4, � - - , - _�,_ ,5. 'Sl GRI11fz SQ'$ OF CUR6 P.Af,'P WAY UE F),-)�'R,�O ?.f0-N0I.HKCkA_1' 'Nim ",A1 I P � - -,-, ; � ­_ I ­ F 1,UluR OR i;Y U5zW- PEPMESS!KE CQNS-;?,UC1CN -.,,Cl,,Clff Wll� FEQU�RZD ,5ARS. - I - .- , mm "I - -- 'A � I ­ I -- - I A. I. RMP ri-c"'op, j� Oe'l�c�,,Sr, ES ;AJ� t-tP PRQVG�D -�OR eo'�L 6:�R'S So �� 11_.- I _� 11 , _ THA_i FIT) 111;111TN�� Ft-ARFI) _11T,� CAN BE I CAST N� R�,CE AfTFR R,ACE��ENT r�F -1 - - -SG FRECA�T'RAMF F'0,)7, FRF�11 3 I'.F-c s�,,Au_ D- . ,-.--. ,A I 1,ONC ; E CLJ�315' A�_. I I , I I � I TYPE A S. N7010�kCf BA.Ki AR.E TQ, BE NO, 5 X �i` " AEf] FC,ENTER. TO C,'POER AIJONI�> QiWH S,D�s ,,,� *I-ff_ RN, W `LC0I�J1XD-tWIH OF RAIII4 �LOOR_ IhIMMUM. 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I__ __­--T---­,-­-­---­--- - - -_ — 1­____­,7____,_­,_ --,-- I I AT _­fl , 211 HICHILP, ININ , � ; I . �_ \ FD��L OF PAI�ZMUHT j - 1 5 . ll �_zl',T',, I . .1 , K,'�; SAME AS TOP Ov7 CURB "I � I p � . -,.-.�-�--�,--...-..� . I - -, � - . I � 1__1­111­.111­­6­­_­ N,;TE'-� F�R GENERAL -NOTE'; ,u'li r`[Z DE TECTAS� E WARmNc- �UR�Ac� ­­­­ � -1--_ ..,._____,5.__._1 I— 110 I HE SHLET ICIF 5� � .7 _­il� - c� - _1­1_11_1 �. ", IF I i _____,__,_; � I z � I Ill ',,'�LEUiiQ,N OF G'wRl) fl"E .A�� THE C,QNFI'G.0 AFION CF IFE I �.��'ll-�-Il.--."�,,�,�. I ---,,--:,.".'�-.I:--,,�-,---,-�."�:-,, , I- i3LFFFR� ',,!P MAY V,A� 'T -XIST '_ I z !3TP ,� TO 1�1.!�C r N3 PRTI PONDITICNS I I �) 1 15 "ECK, R: 3 PRQlVD!Nci iiiL jrvd��i2QNS A,Rj I IS NJ) ROADWA'r C I �1­, . I I I_LOFk1� ARZ_ AS Nbf��,. I - -L " ._%i�jclj Afl\) ��I7�i,_Fl I�AA F,,F u5u� Y" vi I T�E RtO_jit,.� I LENGTH OF A PARALtEL i��,�,Al` z-1 . IT . TIHS CCieli!NED IPAI�AILEL U FD70� I - � � _,TQ_j�_' -Cf TrC t­ I I I AD,IONTj�, aQF�CR �_Ir,',:F. LANDIIIC Al BOTTOM ,�F 1','P') SK-CIIINP 50l3 '_��',, ' - r- I 'ARD FSS Or '.I-',E sl_�)?E, , . I � - c , - 'ON JQ, Tki- , I WI IH 5''X !?TTJ. ElJEI61NS. 1HF Sl R,; Pivr�;�F �[. O ,P,j, F� F. '�­S,�APCD 5FT11,Ar, R ' '_ - - 3 5' �' z� � V1 2 - � � _-��,'Efl C, �E PRQ� rtFf, FY A 'L'o K U C;Ohi4f_,-MP � 10 TH,-: �_ICEKAQK WITH A 'A'APPED �,URF,K� : ­ � I i Srm]PGATI� LIT I 'IE'r, . 'IN': \V D CC-1.2 DETECTABLE WARNING SURFACE ROAC 11�11) LIFEL'111�'� 1.1`.11114DIVII15 I I- ,� TYPE C (PARALLEL & PERPENDICULAR) APPLICATION , 1 I � RrVi5idN DATE I S��FET � 0 I : 5 G 1-11 � � . I I I , F I � . VIRGINIA DEPARTMENT OF TRANSPORTATION C17 i5 2010��, � I � I I I � I I , lk4= � I 11 R= 1/4" - .. A ... �. :. . .. . CONTROL JOINT SPACED * . . .. .. . . . . . : . . ' . . . . - �� 112V".' �' . AT 5'O.C. - . . A. . 9 I . �- '.- @: . A. :. . . A. w . :. A EXPANSION JOINT EACH 20' . . . , . A . :... ..A' ., �... �.. '.- MIN. WITH PREMOLDED . . . ". . : EXPANSION FILLER, SEAL WITH SILICONE SEALANT 4"x4"-W 2. 1 XW 2.1 WWF 4" CONIC 11 /4" x 1/4" SEALANT , � 4" CONC. ( � � 1/ F K - . . . .. -- ..... . . ., .... , . .- . .. . A '040.9? � . .. . - . . .. . . . T_�_ . I%..- - . ... . .'. . .1 .A . COMPACTED SUBGRADE CONCRETE SIDEWALK SCORING DETAIL NO SCALE PAVEMENT SECTIONS I. .2" VDOT SM-9.5A ASPHALT . 3" VDOT BM-25.OA ASPHALT 8" VDOT 21 B AGGREGATE STONE COMPACTED SUBGRADE HEAVY DUTY PAVEMENT SECTION NO SCALE .................. ....................... ........................ DENOTES ASPHALT PAVEMENT ON PLANS .. .,. ... .,. .,. ''. .,. .,. .*. .,. .,. NOTE: PAVEMENT SECTION BASED ON A GEOTECHINICAL REPORT PREPARED BY TIMMONS GROUP, DATED 3/19/2019. cz:D I 2" VDOT SM-9.5A ASPHALT 8" VDOT 21 B AGGREGATE STONE 1�, ....... ',�� I" " 11, ',�� , 11, I", I ',�� 1�, ',�� 1�, ',�� 1�, 1�, ',�� 1�, 1�, COMPACTED SUBGRADE LIGHT DUTY PAVEMENT SECTION (PARKING STALLS) NO SCALE DENOTES ASPHALT PAVEMENT ON PLANS NOTE: PAVEMENT SECTION BASED ON A GEOTECHNICAL REPORT PREPARED BY TIMMONS GROUP, DATED 3/19/2019. 4X4 6/6 WELDED VARIES I - WIRE MESH 2,,,l 1/4": I' I I w-Iii-P W_41i,T4 T16 T4 T4 Mp_ 1. � , � 1. ; , . , . 1 . I �� � � , � 1. � � , , , a -, - - . -I- z ii i111111 - FrA 0 A 4 '419 "HIN , "IL 'IN SWIL111112 III V 11111 & I : &TIVIT&I 4 21 9 LT., a T151 m T1 I : I k ■ w ..... - a a � III 0 Intel Mt ." __ - I I -- I . •- � - 701,7 -4 - - P•pq . a " -, I I . . I I I w - 0 9 � - NO SCALE : . . .. NOTES HEAVY DUTY CONCRETE PAVEMENT ON PLANS [7-112" , --1 ANCHOR WITH 5/8" REBAR I I EMBEDDED 24" IN GROUJI � (2 PER WHEEL STOP) I 11 �D�11 I u PRECAST WHEEL STOP DETAIL NO SCALE 4" 4" TOP OF CONIC. WALK I I I . . - . .. - - ... ' ! - : . .. - .: . . . . .. It" . ... - ..' . . ... ..: 4. -.A. ........ I- . "I., .. ­'� � . , - .. - ..I. .:.: . - . .... A i .: .4, -..' .. � 6" . . I.- .... 4' , . .1 . . , .....:....�.V- - -.-,' , . . . . J .. - :.4 ...". 4 -1 - j .' � :' -` - - -� ." -:! - '.. I ...- .1. .. !k., -13" �,- - -. . 1, . .. . ., 4 -.,i. :", , ` tea. . , , .. \ . - . . . . . .. -7' . . '.. . 1. . \\,x .. I . .. ..4 �< .. - .. . . : . . . *.. .. , , .. . . . .. .. . . '. I . � . .�- :. .- I.- - . . .. * - .�. .. ... .. . . .. .. . . 4"MIN. 6" 1 6" 1 2' li111111111111%- 191 VDOT #21A STONE BASE UNDER CURB & GUTTER NOTE: THIS ITEM MAY BE PRECAST OR CAST IN PLACE. IF CAST IN PLACE, CONCRETE TO BE CLASS A3. IF PRECAST, c,L CONCRETE TO BE 4000PSI. .^ G .),q D�l DETAIL — CURB CUT L(7 P r\1 (N u (:) m 'i r14 = < 0 E > Lu -6.9 = -� [_ m 0 E 3: W_= 3: u n %J W -4 ko uj I U. - Iq w LL CD < o C:) a- I LLJ c:) Lu M C�D c� k.0 a - 0) L(j ±2 4 � CD) 0 =$ - 21- o In Go ? � m 2� � o 3: in U _,4e ra c) L_ c:) (f) 0- - Ln m U) "o I-_ Q) 6 � -a CD :D ('j 0 4! ID CD, _.j 001 ® _j C) Ld ­i F_ (1) Q� :D 0 z: (D Z) 0 0� r I-_ 0 uj > Lu - u < z 0 Pti cl� 0 - > I �7 0 � I­- CL iy- � V) . U [_.: (f) LLJ Li 0 Z 2f z 0 0 � Q) U) � � > I- Lq �` � Z:) C) (i Lw ell, a- Z� C)1`1 (f) ti� U-1 cf-I .u� - -I-- -I- 0) Lu " �_ 0) < 0 (y) DATE 1212812018 DRAWN BY C.MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS 16 c _5 -0 (1 > � U) :3 - 0 I_- U) (D > (D < P--i m z = z 3: UJ . U) (3. 0 0� 2- D ­� hH 0- � �!- I U") (u ,.O_ -0 Q) .--.e . Q) .0- a O u ui W = 10 P (/) - c(- c: < m -t_- lr*_,� 66 , 2: m uj CL W z7) < -9 > P � i­- �� ]_� u 0 c: -0 D_ - Q) D cl� 0 0 :3 �_ -a rr, cn [-- 2 (D 1-� 0- C) U) 0 z T ZD 00 -2 � , < 0 j evo c > CC/ - - >, m F '6 u ..oe i E - �? I-- (D _j V) 0 Z W Fu �-� - 0 (D ::) u < 0 I-- L- � :!-f muwjkm w �; 0 Z cn 00 W 1� cl�_ 2i :E x LLJ - G - 0 :7- >, 0 0 (1) - CL - 2 § o- 0) a) Fn > '_ m -2 N 0 x C Q) 0 (D U f] 2 p -v) m r- 0 e ') r- o (D E �3 :3 c: 0 M 0 - -0 0) -0 c 2-0 W a ------.--- - .6 -0 c� JOB NO, 0 U) 0 w w -, ) 211) U) E5 I SHEET N 0. aa -a -2 Q) - En P C4.3 0 ') F- N c = Lu uj LL CD CD CD 00 CD Lu co ry 00 Lu Lu Lu V|RG|N|ADEPARTMENT 0FTRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND THE AL8EMARLECOUNTY SERVICE AUTHORITY SPECIFICATIONS AND '^ STANDARDSVVHEREAPPL|CABLE 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. ~ ' 3. CONTRACTOR TOVERIFY HORIZONTAL AND VERTICAL LOCAT0N3DFALL 8 UNDERGROUND UTILITIES BEFORE COMMENCING VVORK � � 4WITHIN SFEET OFTHE BUILDING FACE [T|STHE PLUMBER'S RESPONSIBILITY TO ^ � INSTALL VVATERSERVICE AND THE VVATERSERVICE VV|LLBEINSPECTED BYTHE ^ - m� BUILDING INSPECTION OFFICE. ^-- u 5. ALL FIRE DEPARTK4ENTCONNECT0NSy�USTBELABELED VV|THTHE ADDRESS OR � m ADDRESS RANGE OFTHE BUILDING THEY SERVE. -f�- � 6. WITH |NFIVE FEETOFTHE8UILD|NGFACE [T|STHEPLUM8ER.SRE5PONS|B|LOYTO INSTALL THE SEWER LATERAL AND THE SEWER LATERAL WILL BEINSPECTED 8YTHE ^ -�— -IQ � BU|L0NG|NSPECT0NOFF|CE � . .~~�~ � 7 A|N|[WUK41O SEPARAT|ONVV|LL8EK4A|NTA|NEDBETVVEENTHESEVVERK4A|NAND -'-~ < �� . � _ 42297� THE WATER MAIN. 8 SANITARY BACKFLOVVVALVES SHALL 8EPROVIDED ONALL SANITARY SERVICE LINES / / 7 az�SHEET NO. ID UPSTREAM SANITARY MANHOLE. C5. 0 0 2 O m CD Q n O N +T N co c 0 O a 3 -o z H Lri U I` rn N N N N N E tf @ 0_ al 0 LI !_ Y N m rn N N cM O o'm v7 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL �4AIN I? ` g, INITIA[, BACKFILL a n" ,MIN. MIN. MITI, MIN. =... 6„ BEDDING #68 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 ,a 4'MI INITIAL BACKFILL•'--� ,T,MI UNSTABLE B" B H \ a" a j_( ILA MIN, MIN. MIN MIN. #68 STONE t rf a - GRANULAR FILL AS APPROVED BY ACSA "I �4 -STABLE SOIL OR ROCK NOTE -I. 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 €I" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5.BELL HOLES SHALL BE DUO OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W 2 TD-2 VARIES ----�jP VALVE BOX TO METER BOX (SEE FIG. W-60 THRU W-7E). VARIES \- -'2" COPPER WATER MAIN M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4' UNLESS OTHERWISE SPECIFIED BY THE ACSA, SERVICE LINE TO CONNECT AT MAIN WITH XNV TEE, REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. + NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. " USE 2500 P.5.1. CONCRETE, 12" LARGE METER SERVICE LIME NTS FIG. W-sC J- 3000 PSI CONC. BASE BENCH SLOPED 'TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 2" FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " F� INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 7 45' 2 ax PLUG ( 2 i T 1 FOR ALL BENDS FOR TEE OR WIDEN TRENC ACCOMMODA ANCHOR IF REQUIRED, NG AS 1IRED arrl>w�e�yl SECTION 2-2 I PIPE DEGREE SEND DIMENSIONS VOL. D PLUGS TE�(FEET) VOL. SIZE OF (FEET) CU:YU. CU,YD. BEND L H T LH T 90 2.50 2.50 3.D1- 0.24 4" & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2,52 0.1.5 0.10 2,00 2,25 2,50 0.15 11 1/4 1.50 2.00 2,50 0,10 90 3.65 3.16 3,21 0.+ 8„ 45 221/2 2,86 1.66 2°06 2.16 2.77 2.69 Q.20 0-13 .3.16 2.91 2.66 0.3Z 11 1/4 / 1,66 2.16 2,67 0.13 9D 4.83 3.83 3.42 0,83 IV, & 12, 45 22 1/2 3.33 2,33 3.58 2.58 2.95 2,86 0,43 0,24 3.03 4.00 2.63 - 0.52 11 1/4 1,53 1 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.L CONCRETE. 3. NO CONCRETE SHALL 13E POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF .ALL THRUST B4QCKS• CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 d A a d I A a' ¢ is MIN. 3, MIN, L--- WNG,NUT #.DGKNG ASSEMBLY N NOTES, 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8", 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT 1 1 /2" METER NTS FIG. W-7B TD-15 �0 •.• \E dm Va w E A - A.0 0 t 6' ' Nt}LE: RESTRAINEDJOINT FITTINGS, r SideVivi 42"inimum teal Bearn, tn. size} � d 3° min. penetration into undisturbed soil ,. or as approved by the cr ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 ID- 5 5' MIN. � VDOT CLASS 1 RIPRAP 3 0' MIN. I 6" VDOT NO 1 STONE BEDDING SECTION A -A NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE `,T� 1 EXCEPT WHERE SLOPE OF I f--'MAX BANK EXCEEDS t 70 1 ' A 3.D' MIN. i UNDISTURBED MATERIAL A ELEVATION NOTE: WHEN BEDROCK IS ENCOUNTERED AND COVER- EQUALS OR EXCEEDS 3', THE TRENCH i SHALL BE t3ACKFILLEQ WITH COMPACTED 21A.S70NE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. apt W TYPICAL STREAM CROSSING NTS FIG, W-t2 7Q-23 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MAANHDLE AND NO INVERT ELEVATION FOR 7H€ SERVICE LATERAL IS INDICATED ,THE TOP (CROWN) ELEVATION OF THE SERtiYICE LATERAL PIPE SMALL BE AT LEAST 0.2' HIGHER- THAN 7THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE COPNNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIIM SHALL BE. CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 29 (1,14" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER 4F 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER. OF 3 FEET. SALT TREATED FINISHED GROUND MARKER fPWG END OF - MAIN LINE SECTION SERVICE LATERAL IN .LINE WYE-TEE PLAN VARIES PL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG, S-Z TD-33 NOTE: JOIN1. AND FRCONCRETE T HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS /� THE LOCAL STANDARD. J� LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO IO' ---- 18"-22" _ ICU, FL �VAI.VE BOX >qse STONE 42"MIN �`: ,• S" GATE ��#=• -'i VALVE e" X s" ~ • Ull----.Uii .,.: 2500 P,S.I. CONCRETE TEE " BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL RILE WHEN THE SOIL IS DISTURBED OR yJHEN. RESTRAINED FITTf.NGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL. BE USED AS ADDITIONAL SUPPORT. hlg7E 2. AWEEP 1/2'HOLES N. YCOTVERRFROM . THE MA NP TO TH OFE PIKE HYDRANT ( INCLUDING DITCHES ) s. FINISHED GRA DE SHALL SLOPE OPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. - 4. THE GATE VALVE IS ALLOWED IN SHOULDER DR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. 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 8£ PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 (Tyr OF a t A {rig_ a nEi - sQi<G� sii',)G"i iPYFII � TFlife' OU j• # CORP i Y f l k" f'}la:• P?t£�FJUdtE m 1.it.,Z SYOP (:: ..use 6,+i � GAUCH ui GAUGE L4CR 00" s 30" 5£1" 9II" 1' GAi,X FE7df NdfdP,iUk{ '«.U.U.L#U'"S u/SCREENRU naGESa s;n.;:x� /•,#ccr,.^ t}axx xv_u3rccu ce,A f dCCSY,e �a �" T3R.1,;3 QEXPA.5:3 .. §.Ati1.LR � Wx10N. i,1Y.&S-0 d" Y: �. FR&S�U#3E cgttuF, w/ c,a1,r"eJ t7ofi,c OF a) I {t r ;' LiLbr7( LIT-. •`.ii�` DEL PRE 3UP;'OttY•' . - tiivpt'i' ° A" BY-PASS Sk101c;d Did`!' OP Sk'CTiON k.OR CL.4;4i7`Y S.LNE;S PIFE'1D e'k7'.CH 2' BF.A3S FiYh Zt kPi'TLNCq ivYDEP2PR4s. �. PRV's Sii3Lt. Ali Ci,A--YA, DD 3c;Ri:;S (IdAiNGIs' ATd)i hS(%llEz. 4'0 8s: SFECIFIFTS BY THE ACSA) AC9?) DR i#T'P4JGVED EiRUs.L. :1. �,Lrr; PIz't aFi1_.I. BECLA-UAL uo s�zc�;� (RANGEAND MODALra BE aPEi:TF'I&D BY T'H'L; ACSA). (3lt APSIX PiiUV'Mi.?.EQUAL. "£. (8) 4° AaRCP.OR7` #1008 f.1i11FTD IiL?.RD Fi2L3S1#1dD-f:AUGf;fi (F,eltci:.w TO BE sPrctb-tLE;U at IRE =sDsa) ;�/cAUG� COCKS, OR APP1?oV;'n EQUAL � U. 3:k'PE2J4 d k-13,IETi,it aCFLE➢L'i?;-9U iSIiAtAi 'TC1 iYAY7.,iGFt'i` AND `i'.F7r,?33iQtk'CE; PIdE��Uf<Imm F�LDI.JCINN VAI..4'E -VAULT REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"hAl 8"MIN INITIAL BACKFILL* EMBEDMENT (6" LIFTS) THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE � MECHANICAL TAMPER NO. 08 STONE HAUNCHING BEDDING- 6" max 4" min FOUNDATION (SHALL BE REQUIRED 1VHEt+J SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING- VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE, 2.. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. 5--3 PLACE 5' GALVANIZED " WITNESS POST WITH CAPPED ENDS PAINTED GLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. =F FINISHED GRADE t 11� P f I 1 Ij ADJUSTABLE TRAFFIC RATED II VALVE BOX WJ LID z to "v � cy ^- M.J. GATE VALVE WATER LENS 2500 P,S.I. ' CONCRETE 2'x 2' BEARING AREA, THRUST BLOCK .4 a d a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND 51X (6) INCHES ABOVE GRADE. I TYPICAL GATE VALVE NTS FIG. W--5 FRAME & COVER {SCE FIG. S-I-D,E} SLOPED AREA --" STREET SURFACE OR NON -PAVED -AREA :- V -a' MAX 2'-Q" RUBBER COATED STEEL STEPS OAST IN PLACE 3'-0" MIN PRECAST REINFORCED CONCRETE. SECTIONS 12"' MiN #'a' RING SEALS a j6"�AX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" .• 4'_p°' FROM INLET TO OUTLET SHALL. BE 0.20 FEET, DEPTH OF FLOW CONCRETE VARIES CHANNEL TO BE �FiLLETS 3j4 DIAMETER OF' , CONTRIBUTING - SEWER. A FILLETED INVF,RT�R A SMOOTH TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE PRovIDEQ. MIN.. 6" BEDDING NOTE.: W/ N0. fi$ STONE 1_ BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHAL1, BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. ?. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES: 3. ALL JOINTS, LIFT BOLES,, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG, S-f-A I D-Z5 5` MIN. VDOT GLASS 1 (TY?) RIPRAP MIN. Jf 6" PIPE B' 6,. V13O'e- NO 1 STONE BEDDING r , PIPE 12° SECTION A -A CONCRETE ENCASEMENT NO'T TO SCALE - LENGTH (VARIES) ///---. MATCH EXISTING PROFILE EXCEPT WHERE SLOPE OF 1 BANK EXCEEDS 1 7D 1 MAX. /j UNDISiURBEp � MATERIAL. ,q ELEVATION NOTES: I. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAM6ED, CONCRETE ENCASEMENT WILL BE REgDIRED. ?.. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKEILLED WITH COMPACTED-.-YtA. STONE AND TOPPED WITH iB" OF VDOT GLASS 1 RIPRAP. SEWER TYPICAL STREAM CROSSING N.T.S FIG. S-7 LL 41A A \"2,0 o 'LIMI', .,� • � ;fix Tu, 'y' S./ •lk . 1.v0.0s.v93? �� ,ems,• z�ti d'e*'� LECD I LU 0 u'1 E N N 0 c+D U) N = O -6 !_ W W � _V �� CL� r1 a LL CD � DATE 1212812018 � DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS 0 c s O N O cD 0 F•--i pi n I � U 0 w ULLJ o LLJ m m LLl @ ED c O 'mil U I O c � UO o� iU o U � O J zN x H n, N O .� w o 2 5 z ui U (Do v 0 0 0 0 zo N c U @ O O ill � @ C3 U � JOB NO. ° o 42297 2Q S��H"-E""ET NO. Q o SECTION 1-1 a,ry 03 LU LLJ jLij 0-0) 7co 3 E �4 SCALE 111=50' 5'0' 160, REMAINING REQUIREMENT = 3.12 LBS / YR - 21.5% OF TOTAL REQUIREMENT - NUTRIENT CREDIT PURCHASE it Ln E rN u m CN <0 > E uj r: E � f ui u -z; u 2 Lu 'LL4 — Lu ju CD 0 F- 0- 0 Ln 2:1 elf :�:, x u flu U) < o 3: L, Lu C) c:) Q- CD m 0 0 U) -0 CD 75 r4 > 0 4 Lu C) CO of C) Lu T--i 0 Lu 0 VI) cl� F- n Lu > Lu Lu < u C) 0 DATE 1212812018 DRAWN By C.MORGAN DESIGNED BY C.MORGAN CHECKED BY M. BOWSER SCALE 1 " = 501 16 f O O LLJ 0 o� r L > Lu 2! 0 U < CL o L-u < > (D 2! i-q u re 130 a U) < 0 2' z Q) 0 ^.100 < w 0 uj (D V000 0 Z 0 0 x LLj co CL cm c-- cu 76 X C: 0 cu 0 O JOB NO. 2 42297 C) SHEET NO. C6. 0 F: a 0 2i c 0 a`> E co U .n Q Go 0 rn 0 N N eM C O N O 0- 5 07 o C a) m v m U O i c (p N (0 N O c v m o cu � N cU tU INSET 1-1 -- - ---- ---- n J J uj I IN, 'e X 7 'k (Z) ko cl) 0 �A t ..... ... ..... -�y 'N INSET 1-2 if A! 0 C) p'u 1-1 7,_ '(0 -j 4/ J V Y' UW C) MATCHLI NE NV . .... I NS ET 1-1 V _4/ ... . ..... u (o uj je -12 co �J/ '4/ 31v In CV 0 CV Lu 0 LU u u P LU < CD - o CD '-i w ujp- . .. ....... CD 0 U) co M u < fu < 0 3: U_ LU _Y C) fu CD a_ Ln 0 0 Sn w cs -a CD > 0 4 uj C) cy 00 CD _j c:) to 0 Ltj D 6s LU > ui LIJ < u 0 n" 0 JOB NO. 0 U) SCALE V=30' O el VIA ' - U)�o 42297 U) .2 2 U) SHEET NO. a F, 7a 30' C6.2 pl-3A, 3B, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D - APPROACH FRAME & COVER OF SIDEWALK JOINT fGUTTER- EXPANSION JOINT 3'-10" r `'', BAR G WARPED � GUTTER BAR C-2„ I -SUBBASE - _ _ HARDWARE. - CLOTH z + BARS F - _WEEP HOLE. + I SEE NOTE 8 1 STEPS;'SE - PJO7 5. E 8" 8" 2 8 4--Ol. SECTION A -A 10 AX. �y.-- A 10 MAX. I L-VARIABLE - MAX. 9-0' r' KEYED CONST. JOINT �'-10" 2" WARPED -` 1" GUTTER 18:. - 2,_6:. 8,:1 3,_0„ Y •21, APPROACH 2v ! z g / iARS A GUTTER.. I- - ---- ------1---� A F BARS -E- La.=- B i`I - BARS E *3" DIAMETER o BARS: B WEEP HOLE FRONT ELEVATION BARS F-' 8" 7-8 8". (GUTTER REMOVED) 7 - SECTION B-B X T P TE C 5 BEN A - 6„ $„ I� / is R TYPE. A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS: TYPE A TYPE B V2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO ANGLE IRON AT 2'CGC. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. P R. EMENT A P PAV L 0I-3A L DI-313 DI-3C WARPED PAVEMENT 9.. = I - _ _ _FLOW - FLOW FLOW I 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL - �``��'O" STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE' MAXIMUM DEPTH (H) m 8' 233 104,09 08/10 _ VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE SEE STANDARD IC-2: � BACK I 'vYAL BARS G q" 4" 2" 0 vl n _ 2 , BARS C 6_•}(:-8--:6.--„ BARS B AIRS F 1 1 1 '�- o a x � o d F AR A I BAR B iv I! IIlI BARS' D FACE OF CURB - GUTTER ' CRACK CONTROL JOINT CRHCK CONTRGL JOINT 6' MIN, PLAN •MIN. ' T�Aria7 a S If' 4, /s'R 30° TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) K GALVANIZED STEEL STEP ST-1 144, GRADE 60, REINFORCING ROD ENCASED IN. A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER, (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) N - CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD I GAL SECTION � ,I I NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF Q 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON -THE PLANS. - ,0 4" ALL STEPS SHALL PROTRUDE 4 FROM INSIDE FACE OF /2 r � WALL. STRUCTURE TALL. MAXIMUM' STEP SPACING TO BE 16" C-C. STEPS SHAL WITHSTA14D A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4 FROM THE -FACE -OF THE SUPPORT, /z T G STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY .SPACEUi F FOR 7H_ ENTIRE DEPTH Of ANY STRUCTURE, r #N PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED INTO HOLES PROVIDED. BY THE FABRICATOR OR DRIVEN. F , MINIMUM OF 3" EMBEDMENT E. *'TIPS DIFFERING IN DIMENSIONS, CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS j! RECEIVED WRITTEN APPROVAL FROM. THE ENGINEER FOR. THE -.USE- S PS OF SUCH STEPS. ALL STEPS INSTALLED SHALL B PROVIDED WITH SLIP -RESISTANT E E SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH A SAT B221 ALLOY HES STEP MASONRYSHALL BE IOCOATEDTWITHTAPBITUMIMODUSI UNIFORMLY SO V TYPE, ASBESTOS r� R FILLED ALUMINUM PIGMENTED COATING' CONFORMING TO FEDERAL AL 5� SPECIFICATION TC-C-Q0498A ALUMINUM STEP SPECIFICATION "4VLjOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 11 106.09 m QUANTITIES DI-3A, 38, 3C AREA TYPE L OF SLOT REINFORCING STEEL Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT F#. -S , Ft. Cu. Yds. No. Lin. F#, # Na. LSn, ft. No. Lin. Ft. Yt No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. DI-3A 2'-6" 1.15 _ 2.26 - - - - t 5'-7°' 3 3'-2" - - - '- 6 1,_0„ 22 4' 1.83 2.59 5 T 6" 2 6 7" #0 6'-10" 3 5'-7" 3 3'-2" 4 f-6" 3 1'-6' 4 '-0" 84 6` 2.75 3.02 5 3'-6" 6 " '-1 " 3 $'-7" 3 3'-2" 4 3'-8" 3 1-6' 4 NOTES 1, DEPTH OF INLET SHY 'f0 BE SHOWN ON PLANS. 7. # 4 X 811 SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE - 12°' C-C TO BE PLACED IN ALL AREAS ADJACENT - THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE "H°' DIMENSION SHOWN ON HE 70 U T STANDARDS ABUTTING CONCRETE TO PREVENT CURS AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INNER' OF THE OUTFACE 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE, 8, 311 DIAMETER WEEP HOLE TO 8E LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN H" DIMENSIONS ARE APPROXIMATE ON DRAIN SUBBASE MATERIAL. WEEP H OL' ONLY WITH DISPLACED 8 APES MUST BE DEDUCTED T I„ Y I 0 FOR ESTIMATING PURPOSES AND HE ACTUAL 7 12" T 2 X PLASTIC HARDWARE CLOTH MESH OBTAIN TRUE QUANTITIES. FOR INLETS -OF DIMENSIONS SHALL BE DETERMINED BY THE. 4R GALVANIZED -STEEL WIRE; MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0:32 CONTRACTOR FROM FIELD CONDITIONS, DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS Of CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3_ WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. 70 BE SHAPED IN ACCORDANCE WITH STANDARD AC 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET 7 IS-1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN, OF 2 IS TO BE L -f76" AT 4.10 LBS.JFT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE. - 18. * DENOTES LENGTH OF ONE (1) BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE INVERT OF THE OUTFACE. ALL OPENINGS BY 2". 99. ALL REINFORCING BARS TO BE#5. 4. PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE,THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A:5 20, WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL 8E SHAPED WITH CEMENT MORTAR TO (300 PSI). PRECAST CONCRETE S ' 0 I T4 BE INLET IS TO BE SHAPED TO CONFORM TO PREVENT - STANDING OR PUN ENG OF WATER 4000 1. U PS PROPOSED CURB. t IN THE STRUCTURE. THE .COST OF FURNISHING AND PLACING ALL MATERIALS INCiCENTAI- TO 72. LENGTH OF SLOT (L) WILL, IN EVERY' CASE: BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICEFORTHE STRUCTURE. IF INLET IS CONSTRUCTED IN MEDIAN CURB: R 5, STEPS ARE TO BE PROVIDED WHEN H IS 4--0"1.,, 'NITFI- INTEGRAL CURB, GUTTER IS- TO BE O OR GREATER, FOR OETALS SEE STANDARD ST-1. OMITTED (SEE-DETAIU. 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE, 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON 'STANDARD DRAWING DI-MB. SPECIFICATION � @� � ('� J� j°'� CURB j q� p� DROP '`�/a�T REFERENCE STANDARD CLd3\LJ Lii�\OP INLET ROAD AND BRIDGE STANDARDS 233 1211 3011 PIPE: MAXIMUM DEPTH (!"!) "° 81 REVISION DOT€ SHEET 2. OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION iD4.70 SHAPE TO CONTOUR OF PIPE - DRAIN j TRANSITION BETWEEN d PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED NOTES: SHARING OF MANHOLE JHCLE AND INLET INVERTS IN T ACCORDANCE WIH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE iS ABOVE INVERT OF STRUCTURE, MANHOLE OR DROP INLET I' TO BE FARMED' D CO "D SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I " Q SLOPE TO DRAIN 70 INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS s SL PE TO TO INVERT OF - 4UTLETPIPE S AN NSTRUCTc IN ACCORUANC., WITH APPLICABLE (' STANDARD OR SPECIAL DRAWING. THE SHAPING - A<.c DETAILED HEREONINVERT IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING 70 CLASS A3 OR 1 /! CLASS Cl, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE / UP TO 4" INDIAMETERAND CONSIST OF 1 STONE BROKEN BRICK BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. E SURFAC' TH E SHALL BE LEFT SMOOTH Y MEANS -OF HAND TROWELLING. NONE 1 OF THE COARSE AGGREGATE .SHALL REMAIN EXPOSED. d..`.... ate, d a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE d :. PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - --" '. INDIVIDUALLYTO EST FIT THE PARTICULAR INLET AN D OUTLET ' CONFIGURATION AND FLOW LINES. SECTION i3"B PLAN METHOD OF TREATMENT IN MANHOLES NvCNOT STANDARD 9� METHOD �( j� (� /� (� ,A [� A+/''� SPECIFICATION +,3TtiNDARD iYIEOT iItOD i1 F1�]\SiI�I SHAPING li REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE $c INLET INVERTS ERTJ SHEET 7 OF f REVISION DATE 302 306,08 VIRGINIA DEPARTMENT OF TRANSPORTATION SEE STANOPRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B -STANDARD MH-7 NOTE FRAME &COVER THE -TOP OF MASONRY IS TO BE LEFT - SUFFICIENTLY LOW T PE RMIT ERM1T PROPER ADJUSTMENT OF COVER AND FRAME 70 GRADE BY THE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. a w -8 ' I,1 0 �� o F7 FLAT SLAB TUP AS DETAILED ON STANDARD T-MH-2 MAY B1 o _ a cc8'SrinluUwu� u OnopaAPERn nv ST ° 6A pIAMETER =•4'-$"+(2 x WALL THICKNESS)^^-^�I� I SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW 31NttR. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45" NOTESr i. UUANT1TiES SHOWN ARE FOR MA NHOLE WITHOUT PIPES. TH AMOUN T NT DISPLACED BY PIPES MUST BE DEDUCTED 70 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 7.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 74 2.8 0.970 4.541 15 3:1 0.970 4.343 16 3.4 0.970 5.265 S7 4.0 9.773 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPT H. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.117 BLOCKS ARE USE THE E MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE 70 BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12"- 48'° PIPE CULVERTS ROAD ANN�BRIDGE _STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 NO E10 DJ 30 SEWERS TME PROJECTION OF PIPE AU€}V£ GFiflt3ND LINE T'Lt' %,- =LL. OF .,},_rlu rs_ia,J L.rJ.. r Ltr.L . T tt tTr =r-�r`'-iTr�t ` I � IF ;/' `� r„zj�E! _ Il i r,-� i ''I I ;rJ"�//' _�>✓ !-#I 1�' PtJC;: EARTH 'tNtlC_-DING -I . 3 �:'f' IE �{F�()l`>¢ ��K �.4I £� ! i }� !� �,� !��'T!L �' I.3C.✓�� �� .,.�4� It � USi,<. �J .?A: ERIA'-' ri1.. ,..9 �" r' ,�•w-,:8.. - '//1 _ym^r_ tyfi !rJ'v1. !v1:N 13 7�':.-.........✓.� �q{q�>' ^->f �f.«I. 41 J1,>- UATEr;I.:a_ �1 Fle TE`- 9# ,ial 4 , J,«c.24°' FOUNDATION SOFT, YIELDING, OR t�1 �t) NORMAL EAR FOUNDATION TIr �N ROCK Fs.}UNI,?ATIC?!`I OTHER WISE UNSUITABLE _MATER91aI,. PIPE PROJECTION A Vla GROUND LINE ! i MN } ,. €,.,.. N E U � l..: U f I. i _ p ,3{ J '. 0 ti :•i 1.5 x D ( , fop r r1" FILL . P al r r� s 1 crr l i tjj -J(F 1 r r=f F ^F .A ms" .I, ,f� Wit•: 1R^,1 L _ �r \e 1 L tv - �t ^ram Tf . a -.sc:: � I - y-' F�J { t !" { t1 n 4 �. - f "( h I /Y. �W �-1 s n - MIN. .f iU • `: I ` uL C^i6 n i e UN I L }t w Y S ; 1j , A r'rL F,^ � a: r S ��. _ J, tPaG IAA .;^.D,^�:: ,xrf.RIA1 FOUNDATION SCIFT, YIELDING, OR NORMAL AT T!� FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE �J9r'1TERIAL Cl !h ulyt K' :fi Anti � F4_a.AhT�tiEPiT NOTES: 4 t a F - E INSTAL' r 7 tECt.\ k -� TI I .. :,F T 1,UAC. rL ESFIiJt;1 .P :.t t(vi y':IY_s _EN.,,..fd ,lu�,Er� Willi ON SFi3.? i,UI.JO. . I;y•�� E- t-,;a e v,K'L.. d IEJ F- tN �C-'l,Ii0d?r=. ...1: P FtFOOf R'L,3>:I. rF: c't:,FI .9,5,E.il:=i. 4,1J1,>�:�..,,fl ., OF TIT, ROAD AND CR!C+t 3021 CFvJSnt_ - r Cam+- Fs"ktdiC;O r- -arc L 7iUN .,,SHt r;t:,3ii " R ' --.0 ki .�...<I!`t C rF'ciA E -t F A. E-':;"S€A _C-�- r, r cr &I. F P'PF B s F L 'COIL 'ri. ,! USED 1=d-rl.ri:._ OF ft..L:,S :% $n-.Nr.LL. � 1NS-fAL1. OF PIPE CULVERTS AND STORM ,.;,LE, i F,J- .# R�E ,,tC,N Dn7E OIRC;. PIPE BEDDING AND DACKF111 - METHOD ,tAtt ��•_ ' R"L;!A €, EP ti7?.?F„NT C<- TPArSP!.F.Tr..Ti+.N7 -:qa' MH-lA NOTES 1'-9T'� ° DIA.. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETT ERS ARE TO BE CAST IN THE DEPRESSION IN, TOP OF 11 COVER 1" WIDE AND RASED %p" HIGH 9% " AS SHOWN. 1�t FINISHED A I�/ MACHINE INE MACHDIMENSION ) ! SECTION A -A U U L LETTERING OPTJONAI. APPROXIMATE WEIGHT CAST IRON FRAME 774 ± 9 LBS. COVER 137 ± 7 LBS. Fj k, pam- mwommil fto= m --- - - I = l TOP COVER E - 1 23Y4' DIA �. 1/4"22" DI A. I 20%' DJA �4" x 1/2„ /'�SLOT I i 4, = I 1'-7%s" DIA 22",DIA. 1'-9Y4' QiA I' SECTION B-8 BOTTOM STANDARD �p�p�L� qp� y /'+/'q{/ SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD IVIP°UVI-IOLE FRt11VlE AND R REFERENCE SHEET t OF 1 REVISION DATE 224 106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ELIMINATED GENERAL„ i.: 'A rh'00 h' Pr EGL:;i H'+._!: 'L : r} f�0 a L I-r l= f F L ! N111P1€r;' (HE: .'Ja L PH-L"- r I H7' Cf<. LP RANGE ,1..E KcO Ij< T!1 ,'w OA, L .'C�f 1AL c5 IJI,LLS�. - .T,D- FF+LIP ! L'v?„.h l 1 t hF,;IjH i a,PAyE": r TD - H ,ro R ,j r t't F CIRCULAR WIPE 4 D >raVT :,sF GI h If : P T?f< _. 3 I� .,, C.Jri= 1Fr �; tli✓J a. Y :` U.f k? i f [ LA I e3AA # I.6P.YYiY1,} ,d#F' E ,i,->.'vYT`f OF rHk_, r:4. ' < w 1 fail E# I i F TI 3 3tV. X 1r< 7aHFkF G ! 3 +'JO rp i I`FR: E.MAY t li. tfd 11L }(3u PeL3%PiA.L L' `tirl I d P,4AT1i7 J 1, ,.LV nI 4 N=` LNIRA140-1 ; tA.,CI{,' LESS, JS} i . r l J S Ih',7, 7F E I rr7T �, nF tv OF F aE 1'"P t SF`]. 5: AAA. L <J-.L r1A1! t L E P ra } { t I or (.-l­A6r3 It A r1+i"YR rr 7 ^ RI L F OR, z.l l r! t> FOR rOl °rr= rIJTr rJ Flrc <LhCLF r °I;6.3D AND Of kP P LESS, CHu hiA"S }raaL ar{r; LF t.?. <I (L 1F::-I a) r, r°<r. [_ !_L !.1?e1a:r_F, I.R ' i?.i37 IM..r...-fltl xN ri,J7LE, 1 _,..kt t_n,7:"E,,;. ELLIPTICAL PIPE 0.P-r31rSiPAN . a Av G[31Er EJ a G;% iir":L, c D0,F-NSiQNl Oiz z r 3''. f CL T'�)D M1 lw E7viL hJ of-, T t A J IH R W T. IOF , I Gxl"f : d T CIA 8'YCNff . ,k_,E XT Rc.'iTY OF TrE =,!=E: 1 i i a'1 H.. 51,15 LF., ,w r h 18 aI iFcr- a L S t 7 I 7. m-'EfIL l DIRECTED ', 1 NE Jis hA7L f p P,'Ar &L fdO fvtl E< rH P(3Us,ilfTI A (1 EaixiR 11.,.:, rIPL ,°,-LH.--', c', IS OR LEaa .,Ci latl _, <, CF C_ itR L` L.P LEA=_ �. F :.A .. C r M i_I L A :i } BC t V LLU OF CLASS i a-.'f~E!5T£-tI I ,�^rI4 dI r 1 HL , f I J FvP �: Y ( }'�. JI'. N�x NTHA'sxlLE I °' F , L -:,r N L. , 6 .,r: LE.:,. e.d5 PIPE ARCH 2- r R RI SC, e ,JI4 i I'I .. F P �. B . J J=.'7. ILL PIPE M°,itF?JdYL fF rl .'..; iFs! IFI6.1 -it i A FiFi-.: I 1F �.vE LErrl a n. n JrT' 'h'HcC?E ., �Ci='-� i 'Y th F LIE, € f ' L 3 - r:>E YY l- c t VAT r 2 f= L$ FOR riJ .rzaL tAl� !� t 1OEFi f a.,�'ttNs ,ra,�ndcE' PIPE „s,�r,.. _� I: u.�„ OR aaip_!+F!:H7 C`F E;TjYEf? r,•riCY LY.�; _- ... Pa,f";T£hE L \{ A .- I*g 1, --., it! LfE' I OF G S. I . .(.:ar L ,iATc€• L. F'C'4 :'?1�,'i:1UNL'r£111Pd TyFE.> Ei,7<7"D7 L ^^6 F�-'M€LF, a 35OR :;E_> AND H>.sGllT tl--'C J+d(.i¢�f5'Cr;i-„GSSi .. INS f'1C.LATION F PIPE ^��'�y] I,CULVERTSSTORM *:�EYY GENER AL NOTES `0E 4,t_, rgir„ Jnf_ 8„LLi I _` 1 345 ?,+i: ; spr+ U.Jr:�r Or r :+d5.Y ;,RrFT(rSp107 LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If � @� � ('� J� j°'� CURB j q� p� DROP '`�/a�T REFERENCE STANDARD CLd3\LJ Lii�\OP INLET ROAD AND BRIDGE STANDARDS 233 1211 3011 PIPE: MAXIMUM DEPTH (!"!) "° 81 REVISION DOT€ SHEET 2. OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION iD4.70 SHAPE TO CONTOUR OF PIPE - DRAIN j TRANSITION BETWEEN d PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED NOTES: SHARING OF MANHOLE JHCLE AND INLET INVERTS IN T ACCORDANCE WIH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE iS ABOVE INVERT OF STRUCTURE, MANHOLE OR DROP INLET I' TO BE FARMED' D CO "D SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I " Q SLOPE TO DRAIN 70 INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS s SL PE TO TO INVERT OF - 4UTLETPIPE S AN NSTRUCTc IN ACCORUANC., WITH APPLICABLE (' STANDARD OR SPECIAL DRAWING. THE SHAPING - A<.c DETAILED HEREONINVERT IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING 70 CLASS A3 OR 1 /! CLASS Cl, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE / UP TO 4" INDIAMETERAND CONSIST OF 1 STONE BROKEN BRICK BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. E SURFAC' TH E SHALL BE LEFT SMOOTH Y MEANS -OF HAND TROWELLING. NONE 1 OF THE COARSE AGGREGATE .SHALL REMAIN EXPOSED. d..`.... ate, d a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE d :. PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - --" '. INDIVIDUALLYTO EST FIT THE PARTICULAR INLET AN D OUTLET ' CONFIGURATION AND FLOW LINES. SECTION i3"B PLAN METHOD OF TREATMENT IN MANHOLES NvCNOT STANDARD 9� METHOD �( j� (� /� (� ,A [� A+/''� SPECIFICATION +,3TtiNDARD iYIEOT iItOD i1 F1�]\SiI�I SHAPING li REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE $c INLET INVERTS ERTJ SHEET 7 OF f REVISION DATE 302 306,08 VIRGINIA DEPARTMENT OF TRANSPORTATION SEE STANOPRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B -STANDARD MH-7 NOTE FRAME &COVER THE -TOP OF MASONRY IS TO BE LEFT - SUFFICIENTLY LOW T PE RMIT ERM1T PROPER ADJUSTMENT OF COVER AND FRAME 70 GRADE BY THE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. a w -8 ' I,1 0 �� o F7 FLAT SLAB TUP AS DETAILED ON STANDARD T-MH-2 MAY B1 o _ a cc8'SrinluUwu� u OnopaAPERn nv ST ° 6A pIAMETER =•4'-$"+(2 x WALL THICKNESS)^^-^�I� I SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW 31NttR. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45" NOTESr i. UUANT1TiES SHOWN ARE FOR MA NHOLE WITHOUT PIPES. TH AMOUN T NT DISPLACED BY PIPES MUST BE DEDUCTED 70 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 7.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 74 2.8 0.970 4.541 15 3:1 0.970 4.343 16 3.4 0.970 5.265 S7 4.0 9.773 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPT H. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.117 BLOCKS ARE USE THE E MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE 70 BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12"- 48'° PIPE CULVERTS ROAD ANN�BRIDGE _STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 NO E10 DJ 30 SEWERS TME PROJECTION OF PIPE AU€}V£ GFiflt3ND LINE T'Lt' %,- =LL. OF .,},_rlu rs_ia,J L.rJ.. r Ltr.L . T tt tTr =r-�r`'-iTr�t ` I � IF ;/' `� r„zj�E! _ Il i r,-� i ''I I ;rJ"�//' _�>✓ !-#I 1�' PtJC;: EARTH 'tNtlC_-DING -I . 3 �:'f' IE �{F�()l`>¢ ��K �.4I £� ! i }� !� �,� !��'T!L �' I.3C.✓�� �� .,.�4� It � USi,<. �J .?A: ERIA'-' ri1.. ,..9 �" r' ,�•w-,:8.. - '//1 _ym^r_ tyfi !rJ'v1. !v1:N 13 7�':.-.........✓.� �q{q�>' ^->f �f.«I. 41 J1,>- UATEr;I.:a_ �1 Fle TE`- 9# ,ial 4 , J,«c.24°' FOUNDATION SOFT, YIELDING, OR t�1 �t) NORMAL EAR FOUNDATION TIr �N ROCK Fs.}UNI,?ATIC?!`I OTHER WISE UNSUITABLE _MATER91aI,. PIPE PROJECTION A Vla GROUND LINE ! i MN } ,. €,.,.. N E U � l..: U f I. i _ p ,3{ J '. 0 ti :•i 1.5 x D ( , fop r r1" FILL . P al r r� s 1 crr l i tjj -J(F 1 r r=f F ^F .A ms" .I, ,f� Wit•: 1R^,1 L _ �r \e 1 L tv - �t ^ram Tf . a -.sc:: � I - y-' F�J { t !" { t1 n 4 �. - f "( h I /Y. �W �-1 s n - MIN. .f iU • `: I ` uL C^i6 n i e UN I L }t w Y S ; 1j , A r'rL F,^ � a: r S ��. _ J, tPaG IAA .;^.D,^�:: ,xrf.RIA1 FOUNDATION SCIFT, YIELDING, OR NORMAL AT T!� FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE �J9r'1TERIAL Cl !h ulyt K' :fi Anti � F4_a.AhT�tiEPiT NOTES: 4 t a F - E INSTAL' r 7 tECt.\ k -� TI I .. :,F T 1,UAC. rL ESFIiJt;1 .P :.t t(vi y':IY_s _EN.,,..fd ,lu�,Er� Willi ON SFi3.? i,UI.JO. . I;y•�� E- t-,;a e v,K'L.. d IEJ F- tN �C-'l,Ii0d?r=. ...1: P FtFOOf R'L,3>:I. rF: c't:,FI .9,5,E.il:=i. 4,1J1,>�:�..,,fl ., OF TIT, ROAD AND CR!C+t 3021 CFvJSnt_ - r Cam+- Fs"ktdiC;O r- -arc L 7iUN .,,SHt r;t:,3ii " R ' --.0 ki .�...<I!`t C rF'ciA E -t F A. E-':;"S€A _C-�- r, r cr &I. F P'PF B s F L 'COIL 'ri. ,! USED 1=d-rl.ri:._ OF ft..L:,S :% $n-.Nr.LL. � 1NS-fAL1. OF PIPE CULVERTS AND STORM ,.;,LE, i F,J- .# R�E ,,tC,N Dn7E OIRC;. PIPE BEDDING AND DACKF111 - METHOD ,tAtt ��•_ ' R"L;!A €, EP ti7?.?F„NT C<- TPArSP!.F.Tr..Ti+.N7 -:qa' MH-lA NOTES 1'-9T'� ° DIA.. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETT ERS ARE TO BE CAST IN THE DEPRESSION IN, TOP OF 11 COVER 1" WIDE AND RASED %p" HIGH 9% " AS SHOWN. 1�t FINISHED A I�/ MACHINE INE MACHDIMENSION ) ! SECTION A -A U U L LETTERING OPTJONAI. APPROXIMATE WEIGHT CAST IRON FRAME 774 ± 9 LBS. COVER 137 ± 7 LBS. Fj k, pam- mwommil fto= m --- - - I = l TOP COVER E - 1 23Y4' DIA �. 1/4"22" DI A. I 20%' DJA �4" x 1/2„ /'�SLOT I i 4, = I 1'-7%s" DIA 22",DIA. 1'-9Y4' QiA I' SECTION B-8 BOTTOM STANDARD �p�p�L� qp� y /'+/'q{/ SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD IVIP°UVI-IOLE FRt11VlE AND R REFERENCE SHEET t OF 1 REVISION DATE 224 106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ELIMINATED GENERAL„ i.: 'A rh'00 h' Pr EGL:;i H'+._!: 'L : r} f�0 a L I-r l= f F L ! N111P1€r;' (HE: .'Ja L PH-L"- r I H7' Cf<. LP RANGE ,1..E KcO Ij< T!1 ,'w OA, L .'C�f 1AL c5 IJI,LLS�. - .T,D- FF+LIP ! L'v?„.h l 1 t hF,;IjH i a,PAyE": r TD - H ,ro R ,j r t't F CIRCULAR WIPE 4 D >raVT :,sF GI h If : P T?f< _. 3 I� .,, C.Jri= 1Fr �; tli✓J a. Y :` U.f k? i f [ LA I e3AA # I.6P.YYiY1,} ,d#F' E ,i,->.'vYT`f OF rHk_, r:4. ' < w 1 fail E# I i F TI 3 3tV. X 1r< 7aHFkF G ! 3 +'JO rp i I`FR: E.MAY t li. tfd 11L }(3u PeL3%PiA.L L' `tirl I d P,4AT1i7 J 1, ,.LV nI 4 N=` LNIRA140-1 ; tA.,CI{,' LESS, JS} i . r l J S Ih',7, 7F E I rr7T �, nF tv OF F aE 1'"P t SF`]. 5: AAA. L <J-.L r1A1! t L E P ra } { t I or (.-l­A6r3 It A r1+i"YR rr 7 ^ RI L F OR, z.l l r! t> FOR rOl °rr= rIJTr rJ Flrc <LhCLF r °I;6.3D AND Of kP P LESS, CHu hiA"S }raaL ar{r; LF t.?. <I (L 1F::-I a) r, r°<r. [_ !_L !.1?e1a:r_F, I.R ' i?.i37 IM..r...-fltl xN ri,J7LE, 1 _,..kt t_n,7:"E,,;. ELLIPTICAL PIPE 0.P-r31rSiPAN . a Av G[31Er EJ a G;% iir":L, c D0,F-NSiQNl Oiz z r 3''. f CL T'�)D M1 lw E7viL hJ of-, T t A J IH R W T. IOF , I Gxl"f : d T CIA 8'YCNff . ,k_,E XT Rc.'iTY OF TrE =,!=E: 1 i i a'1 H.. 51,15 LF., ,w r h 18 aI iFcr- a L S t 7 I 7. m-'EfIL l DIRECTED ', 1 NE Jis hA7L f p P,'Ar &L fdO fvtl E< rH P(3Us,ilfTI A (1 EaixiR 11.,.:, rIPL ,°,-LH.--', c', IS OR LEaa .,Ci latl _, <, CF C_ itR L` L.P LEA=_ �. F :.A .. C r M i_I L A :i } BC t V LLU OF CLASS i a-.'f~E!5T£-tI I ,�^rI4 dI r 1 HL , f I J FvP �: Y ( }'�. JI'. N�x NTHA'sxlLE I °' F , L -:,r N L. , 6 .,r: LE.:,. e.d5 PIPE ARCH 2- r R RI SC, e ,JI4 i I'I .. F P �. B . J J=.'7. ILL PIPE M°,itF?JdYL fF rl .'..; iFs! IFI6.1 -it i A FiFi-.: I 1F �.vE LErrl a n. n JrT' 'h'HcC?E ., �Ci='-� i 'Y th F LIE, € f ' L 3 - r:>E YY l- c t VAT r 2 f= L$ FOR riJ .rzaL tAl� !� t 1OEFi f a.,�'ttNs ,ra,�ndcE' PIPE „s,�r,.. _� I: u.�„ OR aaip_!+F!:H7 C`F E;TjYEf? r,•riCY LY.�; _- ... Pa,f";T£hE L \{ A .- I*g 1, --., it! LfE' I OF G S. I . .(.:ar L ,iATc€• L. F'C'4 :'?1�,'i:1UNL'r£111Pd TyFE.> Ei,7<7"D7 L ^^6 F�-'M€LF, a 35OR :;E_> AND H>.sGllT tl--'C J+d(.i¢�f5'Cr;i-„GSSi .. INS f'1C.LATION F PIPE ^��'�y] I,CULVERTSSTORM *:�EYY GENER AL NOTES `0E 4,t_, rgir„ Jnf_ 8„LLi I _` 1 345 ?,+i: ; spr+ U.Jr:�r Or r :+d5.Y ;,RrFT(rSp107 LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED NOTES: SHARING OF MANHOLE JHCLE AND INLET INVERTS IN T ACCORDANCE WIH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE iS ABOVE INVERT OF STRUCTURE, MANHOLE OR DROP INLET I' TO BE FARMED' D CO "D SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I " Q SLOPE TO DRAIN 70 INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS s SL PE TO TO INVERT OF - 4UTLETPIPE S AN NSTRUCTc IN ACCORUANC., WITH APPLICABLE (' STANDARD OR SPECIAL DRAWING. THE SHAPING - A<.c DETAILED HEREONINVERT IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING 70 CLASS A3 OR 1 /! CLASS Cl, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE / UP TO 4" INDIAMETERAND CONSIST OF 1 STONE BROKEN BRICK BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. E SURFAC' TH E SHALL BE LEFT SMOOTH Y MEANS -OF HAND TROWELLING. NONE 1 OF THE COARSE AGGREGATE .SHALL REMAIN EXPOSED. d..`.... ate, d a DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE d :. PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - --" '. INDIVIDUALLYTO EST FIT THE PARTICULAR INLET AN D OUTLET ' CONFIGURATION AND FLOW LINES. SECTION i3"B PLAN METHOD OF TREATMENT IN MANHOLES NvCNOT STANDARD 9� METHOD �( j� (� /� (� ,A [� A+/''� SPECIFICATION +,3TtiNDARD iYIEOT iItOD i1 F1�]\SiI�I SHAPING li REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE $c INLET INVERTS ERTJ SHEET 7 OF f REVISION DATE 302 306,08 VIRGINIA DEPARTMENT OF TRANSPORTATION SEE STANOPRAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B -STANDARD MH-7 NOTE FRAME &COVER THE -TOP OF MASONRY IS TO BE LEFT - SUFFICIENTLY LOW T PE RMIT ERM1T PROPER ADJUSTMENT OF COVER AND FRAME 70 GRADE BY THE USE OF MORTAR OR = BRICK AS DIRECTED BY THE ENGINEER. a w -8 ' I,1 0 �� o F7 FLAT SLAB TUP AS DETAILED ON STANDARD T-MH-2 MAY B1 o _ a cc8'SrinluUwu� u OnopaAPERn nv ST ° 6A pIAMETER =•4'-$"+(2 x WALL THICKNESS)^^-^�I� I SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW 31NttR. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45" NOTESr i. UUANT1TiES SHOWN ARE FOR MA NHOLE WITHOUT PIPES. TH AMOUN T NT DISPLACED BY PIPES MUST BE DEDUCTED 70 TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 7.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 74 2.8 0.970 4.541 15 3:1 0.970 4.343 16 3.4 0.970 5.265 S7 4.0 9.773 6.032 INCREMENT 0.45 0.582 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPT H. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.117 BLOCKS ARE USE THE E MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE 70 BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12"- 48'° PIPE CULVERTS ROAD ANN�BRIDGE _STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 NO E10 DJ 30 SEWERS TME PROJECTION OF PIPE AU€}V£ GFiflt3ND LINE T'Lt' %,- =LL. OF .,},_rlu rs_ia,J L.rJ.. r Ltr.L . T tt tTr =r-�r`'-iTr�t ` I � IF ;/' `� r„zj�E! _ Il i r,-� i ''I I ;rJ"�//' _�>✓ !-#I 1�' PtJC;: EARTH 'tNtlC_-DING -I . 3 �:'f' IE �{F�()l`>¢ ��K �.4I £� ! i }� !� �,� !��'T!L �' I.3C.✓�� �� .,.�4� It � USi,<. �J .?A: ERIA'-' ri1.. ,..9 �" r' ,�•w-,:8.. - '//1 _ym^r_ tyfi !rJ'v1. !v1:N 13 7�':.-.........✓.� �q{q�>' ^->f �f.«I. 41 J1,>- UATEr;I.:a_ �1 Fle TE`- 9# ,ial 4 , J,«c.24°' FOUNDATION SOFT, YIELDING, OR t�1 �t) NORMAL EAR FOUNDATION TIr �N ROCK Fs.}UNI,?ATIC?!`I OTHER WISE UNSUITABLE _MATER91aI,. PIPE PROJECTION A Vla GROUND LINE ! i MN } ,. €,.,.. N E U � l..: U f I. i _ p ,3{ J '. 0 ti :•i 1.5 x D ( , fop r r1" FILL . P al r r� s 1 crr l i tjj -J(F 1 r r=f F ^F .A ms" .I, ,f� Wit•: 1R^,1 L _ �r \e 1 L tv - �t ^ram Tf . a -.sc:: � I - y-' F�J { t !" { t1 n 4 �. - f "( h I /Y. �W �-1 s n - MIN. .f iU • `: I ` uL C^i6 n i e UN I L }t w Y S ; 1j , A r'rL F,^ � a: r S ��. _ J, tPaG IAA .;^.D,^�:: ,xrf.RIA1 FOUNDATION SCIFT, YIELDING, OR NORMAL AT T!� FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE �J9r'1TERIAL Cl !h ulyt K' :fi Anti � F4_a.AhT�tiEPiT NOTES: 4 t a F - E INSTAL' r 7 tECt.\ k -� TI I .. :,F T 1,UAC. rL ESFIiJt;1 .P :.t t(vi y':IY_s _EN.,,..fd ,lu�,Er� Willi ON SFi3.? i,UI.JO. . I;y•�� E- t-,;a e v,K'L.. d IEJ F- tN �C-'l,Ii0d?r=. ...1: P FtFOOf R'L,3>:I. rF: c't:,FI .9,5,E.il:=i. 4,1J1,>�:�..,,fl ., OF TIT, ROAD AND CR!C+t 3021 CFvJSnt_ - r Cam+- Fs"ktdiC;O r- -arc L 7iUN .,,SHt r;t:,3ii " R ' --.0 ki .�...<I!`t C rF'ciA E -t F A. E-':;"S€A _C-�- r, r cr &I. F P'PF B s F L 'COIL 'ri. ,! USED 1=d-rl.ri:._ OF ft..L:,S :% $n-.Nr.LL. � 1NS-fAL1. OF PIPE CULVERTS AND STORM ,.;,LE, i F,J- .# R�E ,,tC,N Dn7E OIRC;. PIPE BEDDING AND DACKF111 - METHOD ,tAtt ��•_ ' R"L;!A €, EP ti7?.?F„NT C<- TPArSP!.F.Tr..Ti+.N7 -:qa' MH-lA NOTES 1'-9T'� ° DIA.. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETT ERS ARE TO BE CAST IN THE DEPRESSION IN, TOP OF 11 COVER 1" WIDE AND RASED %p" HIGH 9% " AS SHOWN. 1�t FINISHED A I�/ MACHINE INE MACHDIMENSION ) ! SECTION A -A U U L LETTERING OPTJONAI. APPROXIMATE WEIGHT CAST IRON FRAME 774 ± 9 LBS. COVER 137 ± 7 LBS. Fj k, pam- mwommil fto= m --- - - I = l TOP COVER E - 1 23Y4' DIA �. 1/4"22" DI A. I 20%' DJA �4" x 1/2„ /'�SLOT I i 4, = I 1'-7%s" DIA 22",DIA. 1'-9Y4' QiA I' SECTION B-8 BOTTOM STANDARD �p�p�L� qp� y /'+/'q{/ SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD IVIP°UVI-IOLE FRt11VlE AND R REFERENCE SHEET t OF 1 REVISION DATE 224 106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ELIMINATED GENERAL„ i.: 'A rh'00 h' Pr EGL:;i H'+._!: 'L : r} f�0 a L I-r l= f F L ! N111P1€r;' (HE: .'Ja L PH-L"- r I H7' Cf<. LP RANGE ,1..E KcO Ij< T!1 ,'w OA, L .'C�f 1AL c5 IJI,LLS�. - .T,D- FF+LIP ! L'v?„.h l 1 t hF,;IjH i a,PAyE": r TD - H ,ro R ,j r t't F CIRCULAR WIPE 4 D >raVT :,sF GI h If : P T?f< _. 3 I� .,, C.Jri= 1Fr �; tli✓J a. Y :` U.f k? i f [ LA I e3AA # I.6P.YYiY1,} ,d#F' E ,i,->.'vYT`f OF rHk_, r:4. ' < w 1 fail E# I i F TI 3 3tV. X 1r< 7aHFkF G ! 3 +'JO rp i I`FR: E.MAY t li. tfd 11L }(3u PeL3%PiA.L L' `tirl I d P,4AT1i7 J 1, ,.LV nI 4 N=` LNIRA140-1 ; tA.,CI{,' LESS, JS} i . r l J S Ih',7, 7F E I rr7T �, nF tv OF F aE 1'"P t SF`]. 5: AAA. L <J-.L r1A1! t L E P ra } { t I or (.-l­A6r3 It A r1+i"YR rr 7 ^ RI L F OR, z.l l r! t> FOR rOl °rr= rIJTr rJ Flrc <LhCLF r °I;6.3D AND Of kP P LESS, CHu hiA"S }raaL ar{r; LF t.?. <I (L 1F::-I a) r, r°<r. [_ !_L !.1?e1a:r_F, I.R ' i?.i37 IM..r...-fltl xN ri,J7LE, 1 _,..kt t_n,7:"E,,;. ELLIPTICAL PIPE 0.P-r31rSiPAN . a Av G[31Er EJ a G;% iir":L, c D0,F-NSiQNl Oiz z r 3''. f CL T'�)D M1 lw E7viL hJ of-, T t A J IH R W T. IOF , I Gxl"f : d T CIA 8'YCNff . ,k_,E XT Rc.'iTY OF TrE =,!=E: 1 i i a'1 H.. 51,15 LF., ,w r h 18 aI iFcr- a L S t 7 I 7. m-'EfIL l DIRECTED ', 1 NE Jis hA7L f p P,'Ar &L fdO fvtl E< rH P(3Us,ilfTI A (1 EaixiR 11.,.:, rIPL ,°,-LH.--', c', IS OR LEaa .,Ci latl _, <, CF C_ itR L` L.P LEA=_ �. F :.A .. C r M i_I L A :i } BC t V LLU OF CLASS i a-.'f~E!5T£-tI I ,�^rI4 dI r 1 HL , f I J FvP �: Y ( }'�. JI'. N�x NTHA'sxlLE I °' F , L -:,r N L. , 6 .,r: LE.:,. e.d5 PIPE ARCH 2- r R RI SC, e ,JI4 i I'I .. F P �. B . J J=.'7. ILL PIPE M°,itF?JdYL fF rl .'..; iFs! IFI6.1 -it i A FiFi-.: I 1F �.vE LErrl a n. n JrT' 'h'HcC?E ., �Ci='-� i 'Y th F LIE, € f ' L 3 - r:>E YY l- c t VAT r 2 f= L$ FOR riJ .rzaL tAl� !� t 1OEFi f a.,�'ttNs ,ra,�ndcE' PIPE „s,�r,.. _� I: u.�„ OR aaip_!+F!:H7 C`F E;TjYEf? r,•riCY LY.�; _- ... Pa,f";T£hE L \{ A .- I*g 1, --., it! LfE' I OF G S. I . .(.:ar L ,iATc€• L. F'C'4 :'?1�,'i:1UNL'r£111Pd TyFE.> Ei,7<7"D7 L ^^6 F�-'M€LF, a 35OR :;E_> AND H>.sGllT tl--'C J+d(.i¢�f5'Cr;i-„GSSi .. INS f'1C.LATION F PIPE ^��'�y] I,CULVERTSSTORM *:�EYY GENER AL NOTES `0E 4,t_, rgir„ Jnf_ 8„LLi I _` 1 345 ?,+i: ; spr+ U.Jr:�r Or r :+d5.Y ;,RrFT(rSp107 LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPT H. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5.117 BLOCKS ARE USE THE E MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE 70 BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12"- 48'° PIPE CULVERTS ROAD ANN�BRIDGE _STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 NO E10 DJ 30 SEWERS TME PROJECTION OF PIPE AU€}V£ GFiflt3ND LINE T'Lt' %,- =LL. OF .,},_rlu rs_ia,J L.rJ.. r Ltr.L . T tt tTr =r-�r`'-iTr�t ` I � IF ;/' `� r„zj�E! _ Il i r,-� i ''I I ;rJ"�//' _�>✓ !-#I 1�' PtJC;: EARTH 'tNtlC_-DING -I . 3 �:'f' IE �{F�()l`>¢ ��K �.4I £� ! i }� !� �,� !��'T!L �' I.3C.✓�� �� .,.�4� It � USi,<. �J .?A: ERIA'-' ri1.. ,..9 �" r' ,�•w-,:8.. - '//1 _ym^r_ tyfi !rJ'v1. !v1:N 13 7�':.-.........✓.� �q{q�>' ^->f �f.«I. 41 J1,>- UATEr;I.:a_ �1 Fle TE`- 9# ,ial 4 , J,«c.24°' FOUNDATION SOFT, YIELDING, OR t�1 �t) NORMAL EAR FOUNDATION TIr �N ROCK Fs.}UNI,?ATIC?!`I OTHER WISE UNSUITABLE _MATER91aI,. PIPE PROJECTION A Vla GROUND LINE ! i MN } ,. €,.,.. N E U � l..: U f I. i _ p ,3{ J '. 0 ti :•i 1.5 x D ( , fop r r1" FILL . P al r r� s 1 crr l i tjj -J(F 1 r r=f F ^F .A ms" .I, ,f� Wit•: 1R^,1 L _ �r \e 1 L tv - �t ^ram Tf . a -.sc:: � I - y-' F�J { t !" { t1 n 4 �. - f "( h I /Y. �W �-1 s n - MIN. .f iU • `: I ` uL C^i6 n i e UN I L }t w Y S ; 1j , A r'rL F,^ � a: r S ��. _ J, tPaG IAA .;^.D,^�:: ,xrf.RIA1 FOUNDATION SCIFT, YIELDING, OR NORMAL AT T!� FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE �J9r'1TERIAL Cl !h ulyt K' :fi Anti � F4_a.AhT�tiEPiT NOTES: 4 t a F - E INSTAL' r 7 tECt.\ k -� TI I .. :,F T 1,UAC. rL ESFIiJt;1 .P :.t t(vi y':IY_s _EN.,,..fd ,lu�,Er� Willi ON SFi3.? i,UI.JO. . I;y•�� E- t-,;a e v,K'L.. d IEJ F- tN �C-'l,Ii0d?r=. ...1: P FtFOOf R'L,3>:I. rF: c't:,FI .9,5,E.il:=i. 4,1J1,>�:�..,,fl ., OF TIT, ROAD AND CR!C+t 3021 CFvJSnt_ - r Cam+- Fs"ktdiC;O r- -arc L 7iUN .,,SHt r;t:,3ii " R ' --.0 ki .�...<I!`t C rF'ciA E -t F A. E-':;"S€A _C-�- r, r cr &I. F P'PF B s F L 'COIL 'ri. ,! USED 1=d-rl.ri:._ OF ft..L:,S :% $n-.Nr.LL. � 1NS-fAL1. OF PIPE CULVERTS AND STORM ,.;,LE, i F,J- .# R�E ,,tC,N Dn7E OIRC;. PIPE BEDDING AND DACKF111 - METHOD ,tAtt ��•_ ' R"L;!A €, EP ti7?.?F„NT C<- TPArSP!.F.Tr..Ti+.N7 -:qa' MH-lA NOTES 1'-9T'� ° DIA.. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETT ERS ARE TO BE CAST IN THE DEPRESSION IN, TOP OF 11 COVER 1" WIDE AND RASED %p" HIGH 9% " AS SHOWN. 1�t FINISHED A I�/ MACHINE INE MACHDIMENSION ) ! SECTION A -A U U L LETTERING OPTJONAI. APPROXIMATE WEIGHT CAST IRON FRAME 774 ± 9 LBS. COVER 137 ± 7 LBS. Fj k, pam- mwommil fto= m --- - - I = l TOP COVER E - 1 23Y4' DIA �. 1/4"22" DI A. I 20%' DJA �4" x 1/2„ /'�SLOT I i 4, = I 1'-7%s" DIA 22",DIA. 1'-9Y4' QiA I' SECTION B-8 BOTTOM STANDARD �p�p�L� qp� y /'+/'q{/ SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD IVIP°UVI-IOLE FRt11VlE AND R REFERENCE SHEET t OF 1 REVISION DATE 224 106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ELIMINATED GENERAL„ i.: 'A rh'00 h' Pr EGL:;i H'+._!: 'L : r} f�0 a L I-r l= f F L ! N111P1€r;' (HE: .'Ja L PH-L"- r I H7' Cf<. LP RANGE ,1..E KcO Ij< T!1 ,'w OA, L .'C�f 1AL c5 IJI,LLS�. - .T,D- FF+LIP ! L'v?„.h l 1 t hF,;IjH i a,PAyE": r TD - H ,ro R ,j r t't F CIRCULAR WIPE 4 D >raVT :,sF GI h If : P T?f< _. 3 I� .,, C.Jri= 1Fr �; tli✓J a. Y :` U.f k? i f [ LA I e3AA # I.6P.YYiY1,} ,d#F' E ,i,->.'vYT`f OF rHk_, r:4. ' < w 1 fail E# I i F TI 3 3tV. X 1r< 7aHFkF G ! 3 +'JO rp i I`FR: E.MAY t li. tfd 11L }(3u PeL3%PiA.L L' `tirl I d P,4AT1i7 J 1, ,.LV nI 4 N=` LNIRA140-1 ; tA.,CI{,' LESS, JS} i . r l J S Ih',7, 7F E I rr7T �, nF tv OF F aE 1'"P t SF`]. 5: AAA. L <J-.L r1A1! t L E P ra } { t I or (.-l­A6r3 It A r1+i"YR rr 7 ^ RI L F OR, z.l l r! t> FOR rOl °rr= rIJTr rJ Flrc <LhCLF r °I;6.3D AND Of kP P LESS, CHu hiA"S }raaL ar{r; LF t.?. <I (L 1F::-I a) r, r°<r. [_ !_L !.1?e1a:r_F, I.R ' i?.i37 IM..r...-fltl xN ri,J7LE, 1 _,..kt t_n,7:"E,,;. ELLIPTICAL PIPE 0.P-r31rSiPAN . a Av G[31Er EJ a G;% iir":L, c D0,F-NSiQNl Oiz z r 3''. f CL T'�)D M1 lw E7viL hJ of-, T t A J IH R W T. IOF , I Gxl"f : d T CIA 8'YCNff . ,k_,E XT Rc.'iTY OF TrE =,!=E: 1 i i a'1 H.. 51,15 LF., ,w r h 18 aI iFcr- a L S t 7 I 7. m-'EfIL l DIRECTED ', 1 NE Jis hA7L f p P,'Ar &L fdO fvtl E< rH P(3Us,ilfTI A (1 EaixiR 11.,.:, rIPL ,°,-LH.--', c', IS OR LEaa .,Ci latl _, <, CF C_ itR L` L.P LEA=_ �. F :.A .. C r M i_I L A :i } BC t V LLU OF CLASS i a-.'f~E!5T£-tI I ,�^rI4 dI r 1 HL , f I J FvP �: Y ( }'�. JI'. N�x NTHA'sxlLE I °' F , L -:,r N L. , 6 .,r: LE.:,. e.d5 PIPE ARCH 2- r R RI SC, e ,JI4 i I'I .. F P �. B . J J=.'7. ILL PIPE M°,itF?JdYL fF rl .'..; iFs! IFI6.1 -it i A FiFi-.: I 1F �.vE LErrl a n. n JrT' 'h'HcC?E ., �Ci='-� i 'Y th F LIE, € f ' L 3 - r:>E YY l- c t VAT r 2 f= L$ FOR riJ .rzaL tAl� !� t 1OEFi f a.,�'ttNs ,ra,�ndcE' PIPE „s,�r,.. _� I: u.�„ OR aaip_!+F!:H7 C`F E;TjYEf? r,•riCY LY.�; _- ... Pa,f";T£hE L \{ A .- I*g 1, --., it! LfE' I OF G S. I . .(.:ar L ,iATc€• L. F'C'4 :'?1�,'i:1UNL'r£111Pd TyFE.> Ei,7<7"D7 L ^^6 F�-'M€LF, a 35OR :;E_> AND H>.sGllT tl--'C J+d(.i¢�f5'Cr;i-„GSSi .. INS f'1C.LATION F PIPE ^��'�y] I,CULVERTSSTORM *:�EYY GENER AL NOTES `0E 4,t_, rgir„ Jnf_ 8„LLi I _` 1 345 ?,+i: ; spr+ U.Jr:�r Or r :+d5.Y ;,RrFT(rSp107 LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If MH-lA NOTES 1'-9T'� ° DIA.. THE LETTERS V.D.O.T. ARE OPTIONAL, IF USED THE LETT ERS ARE TO BE CAST IN THE DEPRESSION IN, TOP OF 11 COVER 1" WIDE AND RASED %p" HIGH 9% " AS SHOWN. 1�t FINISHED A I�/ MACHINE INE MACHDIMENSION ) ! SECTION A -A LETTERING OPTJONAI. APPROXIMATE WEIGHT CAST IRON FRAME 774 ± 9 LBS. COVER 137 ± 7 LBS. Fj k, pam- mwommil fto= m --- - - I = l TOP COVER E 1 23Y4' DIA �. 1/4"22" DI A. I 20%' DJA �4" x 1/2„ /'�SLOT I i 4, = I 1'-7%s" DIA 22",DIA. 1'-9Y4' QiA I' SECTION B-8 BOTTOM STANDARD �p�p�L� qp� y /'+/'q{/ SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD IVIP°UVI-IOLE FRt11VlE AND R REFERENCE SHEET t OF 1 REVISION DATE 224 106.06 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ELIMINATED GENERAL„ i.: 'A rh'00 h' Pr EGL:;i H'+._!: 'L : r} f�0 a L I-r l= f F L ! N111P1€r;' (HE: .'Ja L PH-L"- r I H7' Cf<. LP RANGE ,1..E KcO Ij< T!1 ,'w OA, L .'C�f 1AL c5 IJI,LLS�. - .T,D- FF+LIP ! L'v?„.h l 1 t hF,;IjH i a,PAyE": r TD - H ,ro R ,j r t't F CIRCULAR WIPE 4 D >raVT :,sF GI h If : P T?f< _. 3 I� .,, C.Jri= 1Fr �; tli✓J a. Y :` U.f k? i f [ LA I e3AA # I.6P.YYiY1,} ,d#F' E ,i,->.'vYT`f OF rHk_, r:4. ' < w 1 fail E# I i F TI 3 3tV. X 1r< 7aHFkF G ! 3 +'JO rp i I`FR: E.MAY t li. tfd 11L }(3u PeL3%PiA.L L' `tirl I d P,4AT1i7 J 1, ,.LV nI 4 N=` LNIRA140-1 ; tA.,CI{,' LESS, JS} i . r l J S Ih',7, 7F E I rr7T �, nF tv OF F aE 1'"P t SF`]. 5: AAA. L <J-.L r1A1! t L E P ra } { t I or (.-l­A6r3 It A r1+i"YR rr 7 ^ RI L F OR, z.l l r! t> FOR rOl °rr= rIJTr rJ Flrc <LhCLF r °I;6.3D AND Of kP P LESS, CHu hiA"S }raaL ar{r; LF t.?. <I (L 1F::-I a) r, r°<r. [_ !_L !.1?e1a:r_F, I.R ' i?.i37 IM..r...-fltl xN ri,J7LE, 1 _,..kt t_n,7:"E,,;. ELLIPTICAL PIPE 0.P-r31rSiPAN . a Av G[31Er EJ a G;% iir":L, c D0,F-NSiQNl Oiz z r 3''. f CL T'�)D M1 lw E7viL hJ of-, T t A J IH R W T. IOF , I Gxl"f : d T CIA 8'YCNff . ,k_,E XT Rc.'iTY OF TrE =,!=E: 1 i i a'1 H.. 51,15 LF., ,w r h 18 aI iFcr- a L S t 7 I 7. m-'EfIL l DIRECTED ', 1 NE Jis hA7L f p P,'Ar &L fdO fvtl E< rH P(3Us,ilfTI A (1 EaixiR 11.,.:, rIPL ,°,-LH.--', c', IS OR LEaa .,Ci latl _, <, CF C_ itR L` L.P LEA=_ �. F :.A .. C r M i_I L A :i } BC t V LLU OF CLASS i a-.'f~E!5T£-tI I ,�^rI4 dI r 1 HL , f I J FvP �: Y ( }'�. JI'. N�x NTHA'sxlLE I °' F , L -:,r N L. , 6 .,r: LE.:,. e.d5 PIPE ARCH 2- r R RI SC, e ,JI4 i I'I .. F P �. B . J J=.'7. ILL PIPE M°,itF?JdYL fF rl .'..; iFs! IFI6.1 -it i A FiFi-.: I 1F �.vE LErrl a n. n JrT' 'h'HcC?E ., �Ci='-� i 'Y th F LIE, € f ' L 3 - r:>E YY l- c t VAT r 2 f= L$ FOR riJ .rzaL tAl� !� t 1OEFi f a.,�'ttNs ,ra,�ndcE' PIPE „s,�r,.. _� I: u.�„ OR aaip_!+F!:H7 C`F E;TjYEf? r,•riCY LY.�; _- ... Pa,f";T£hE L \{ A .- I*g 1, --., it! LfE' I OF G S. I . .(.:ar L ,iATc€• L. F'C'4 :'?1�,'i:1UNL'r£111Pd TyFE.> Ei,7<7"D7 L ^^6 F�-'M€LF, a 35OR :;E_> AND H>.sGllT tl--'C J+d(.i¢�f5'Cr;i-„GSSi .. INS f'1C.LATION F PIPE ^��'�y] I,CULVERTSSTORM *:�EYY GENER AL NOTES `0E 4,t_, rgir„ Jnf_ 8„LLi I _` 1 345 ?,+i: ; spr+ U.Jr:�r Or r :+d5.Y ;,RrFT(rSp107 LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If LfT N N � M � N C 'd 4JJ V � r) C,7 I? r0 LLI � ® CD t-1 O ' LU O � Q„ � w L7 U Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If Vi DATE � 12/28/2018 C) � DRAWN BY C. NIORGAN DESIGNED BY C. MORGAN CHECKED BY NI. 8©WSER SCALE NT5 LLJ 016 Lu Uj o YZ If LLJ 016 Lu Uj o YZ If NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINAL SITE PLAN APPROVED LANDSCAPE PLAN. PLANT KEY EVERGREEN TREES BOTANICAL NAME PIN TAE PINUS TAEDA LARGE DECIDUOUS TREES BOTANICAL NAME ACE RUB ACER RUBRUM AUTUMN GLORY QUE PHE QUERCUS PHELLOS ULM PAR ULMUS PARVIFOLIA'ALLEE' MEDIUM DECIDUOUS TREES BOTANICAL NAME SOP JAP SOPHORA JAPONICA'PRINCETON UPRIGHT- Q -g,PLTII O� � G> U LIZA GRACE MACHEK Lic. No. 001682 3/29/2018 �c,, C�" CAPE Ln E N p N v ro vi N E — E w _ � '4-� F 0 Q W v p u w U. � CD z aU. O o w C0 O Ui a_ W + F- ten t O U) w M 7' X u @o z a. Ln O U) -0 CD A O ty- u�j/ m Q W l.q Cn O C7 _I U C4 Q. vi w W 0 GL Z p Lu W f p M u 0 cri DATE 1212812018 a DRAWN BY E. MACHEK DESIGNED BY E. MACHEK CHECKED BY N. BEASLEY SCALE 1 " = 50' ai 0 < uj > L 0 U V C)uj 0 ��d N �...1 -O `�• C LLJ N O Lu V �4 C !� < F- O ry Ln o J �O c� 0,LIJ @ U N < O 0. z 0 O� L� �E x � x LLJ o y COv o � P Y o § ce0 0 � Y (n io U � X @ O O U y 2 y u� @ C 0 in U C O N E a U @ O - � a� @ Q rJ JOB NO. O Jy 42297 �N � C O U SHEET NO. Q o LLO a TREE COVER CALCULATIONS *per Sec. 32.7.9.6 REQUIREMENT CALCULATIONS REQUIRED PROVIDED MINIMUM OF TWENTY PERCENT (2001o) 14.43 ACRES * 0.2 = 2.886 ACRES 2.886 ACRES EXISTING: 2.78 AC OF THE DEVELOPED SITE TO BE (TREE SAVE AREA) COVERED BY TREE CANOPY PROPOSED: 0.31 AC TOTAL: 3.09 AC PARKING SCREENING REQUIREMENTS *per Sec. 32.7.9.7 REQUIREMENT CALCULATIONS REQUIRED PROVIDED SCREENING PARKING FROM OTHER RESIDENTIAL AREAS: DOUBLE NORTH: NORTH: NORTH: STAGGERED ROW OF EVERGREEN 585 LF PARKING PERIMETER / 15 39 EVERGREEN TREES OR MET BY EXISTING TREES PLANTED FIFTEEN (15) FEET 59 EVERGREEN SHRUBS VEGETATION O.C. OR DOUBLE STAGGERED ROW OF SOUTH: EVERGREEN SHRUBS PLANTED TEN 195 LF PARKING PERIMETER 115 SOUTH: SOUTH: (10) FEET O.C.. 13 EVERGREEN TREES 13 EVERGREEN TREES INTERIOR PARKING LOT REQUIREMENTS *per Sec. 32.7.9.6 REQUIREMENT CALCULATIONS REQUIRED PROVIDED MINIMUM 5% LANDSCAPING REQUIRED 185,696 SF * 0.05 = 9,285 SF 9,285 SF 10,774 SF WITHIN THE PARKING AREA ONE (1) LARGE OR MEDIUM SHADE 309 PARKING SPACES / 31 TREES 31 TREES TREE PER 10 PARKING SPACES 10 PER SPACE = 30.9 a) F- E Y N m r w N N co C) co PLANT SCHEDULE EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE REMARKS CANOPY TOTAL CANOPY PIN TAE 13 PINUS TAEDA LOBLOLLY PINE 4• HT, B&B 207 SF 2691 SF LARGE DECIDUOUS TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE REMARKS CANOPY ACE RUB 8 ACER RUBRUM 'AUTUMN GLORY' AUTUMN GLORY MAPLE 1.5" CAL. B&B 397 SF 3176 SF QUE PHE 3 QUERCUS PHELLOS WILLOW OAK 1.5" CAL. B&B 370 SF 1110 SF ULM PAR 7 ULMUS PARVIFOLIA `ALLEE' ALLEE LACEBARK ELM 1.5" CAL. B&B 366 SF 2562 SF MEDIUM DECIDUOUS TREES QTY BOTANICAL NAME, COMMON NAME MIN. INSTALLED SIZE REMARKS CANOPY SOP JAP 13 SOPHORA JAPONICA'PRINCETON UPRIGHT' PRINCETON UPRIGHT SCHOLARTREE 1.25" CAL B&B 302 SF 3926 SF * NOTE: PLANT QUANTITIES ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. PRUNE CODOMINATE LEADERS REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO NOT WRAP TRUNK RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE. 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE PLAN VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2" HARDWOOD STAKES 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL — IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS ice---1 " COMPOST LAYER 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. PRUNE SUCKERS `_ INCORPORATE 1:1 SLOPE ON SIDES OF 'i'1 SLOW -RELEASE PLANTING HOLE GRANULAR FERTILIZER SCARIFY SIDES BEFORE - - TAMP SOIL AROUND ROOTBALL PLANTING 3x 3 BASE FIRMLY WITH FOOT PLACE ROOTBALL ON - ROOTBALL _ PRESSURE SO THAT ROOTBALL UNEXCAVATED OR TAMPED SOIL Ems::; DIAMETER DOES NOT SHIFT EVERGREEN TR�EPLANTIN�GD ETAIL JATE 1BLE =RY ITE DGE RE JSE 'OSE S OF Y so NOT _USH TREE PLANTING WITH GUYS ON SLOPE DETAIL L7 10 TOTAL 13465 SF PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION + LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR ROSS- BRANCHES. GALVANIZED WIRE GUY 12 GAUGE. — ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"X2" HARDWOOD STAKES IaI_lilk 11/I��JI LOCATED ON WINDY la OR I RA - SITES, OR WHERE 'TAMPERING MAY OCCUR. yzl IlrlUIhIl1n���t� • ■ • - : a _ NTS LIZA GRACE INAACHEK Lie: No. 001682 3/29/2018 14jb eAY Ln E N p N V M <L o E w , c W C t- E �uju� ou� LO w M <®®® o� O u,uj i F_ z 0 cn U ts. x �0Y r ruCD z o " Ln O L r �.o N y ''0 V QD O H :3 w i_ w ma L j �CO O O_j U OLu z ui o 0 a w t 7 0 r n uj wLu z Q N Q M cn 0 0 r 0 DATE 1212812018 DRAWN BY E. MACHEK DESIGNED BY E. MACHEK CHECKED BY N. BEASLEY SCALE AS NOTED N ujC O 0 < M, CL C� 0 c� Q 3 0 0 U) U) D 0 u CLLLJ LLJ m � m < 0.6 m uj Q m LL! s O o LJ 0 u o � o� z _j �o �c w _j ' -O = � o� ov Q x � o o 0 Q.!�; o Y x (Do (D U r � S17 � N U O a U JOB NO. o 0 � U 42297 �J U)o � U SHEET NO. Q 2 L2.0 N