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HomeMy WebLinkAboutSDP201900049 Plan - Vol 1 - Approved 2020-05-29SITE DATA 1. DEVELOPER: BERKMAR APARTMENTS, LLC 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 PHONE: (757)-486-1000 FAX: (757)-463-9164 CONTACT: BRIAN REVERE EMAIL: BRIANR@THEBREEDENCOMPANY.COM 2. LANDOWNER BERKMAR APARTMENTS, LLC 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 PHONE: (757)-486-1000 FAX: (757)-463-9164 CONTACT: BRIAN REVERE EMAIL: BRIANR@THEBREEDENCOMPANY.COM 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 0 5. PARCEL ID: 003200-00-00-05400 6. ADDRESS: NO ADDRESSES FOR THIS PARCEL 7. ZONING DISTRICTS: R15 RESIDENTIAL (17.40 AC); RA RURAL AREAS (0.33 AC) ZONING CASES: ZMA199200014; SP199500025 OVERLAY DISTRICTS: AIA - AIRPORT IMPACT MANAGED STEEP SLOPES (SOURCE: ALBEMARLE COUNTY GIS) 8. SURROUNDING ZONING DISTRICTS: RESIDENTIAL, LIGHT INDUSTRY, & RURAL 9. TOTAL PARCEL AREA: 17.73 ACRES (PER BOUNDARY LINE ADJUSTMENT PLAT SUB201800226) 10. VIRGINIA HYDROLOGIC UNIT: SOUTH FORK RIVANNA RIVER, JR08 11, FLOOD ZONE DETERMINATION: THE PROPERTY IS LOCATED IN FLOOD ZONE "X", AS SHOWN ON FIRM PANEL #51003C0140D, DATED 02/04/2005. 12. DISTURBED ACREAGE: ON -SITE DISTURBANCE = 15.12 ACRES OFF -SITE DISTURBANCE = 0.71 ACRES TOTAL DISTURBANCE = 15.83 ACRES (NOTE: OFF -SITE DISTURBANCE INCLUDES WORK IN THE PUBLIC RIGHT -OF -WRY, 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 POOL CLUBHOUSE MAXIMUM = 65' PROPOSED = 60' MAXIMUM = 65' PROPOSED = 25' NON-INFILL STEPBACKS - FRONT: FOR EACH STORY THAT BEGINS ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE 15 FEET. 17. DENSITY: 261 UNITS PROPOSED / 17.40 ACRES = 15 UNITS/ACRE DENSITY ALLOWED UNDER R-15 ZONING = 15 UNITS/ACRE (261 UNITS) 18. PARKING SUMMARY: REQUIRED. 1.5 SPACES PER 1-BEDROOM UNIT = 1.5 SPACES * 53 UNITS = 80 SPACES 2.0 SPACES PER 2+ BEDROOM UNIT = 2.0 SPACES * 208 UNITS = 416 SPACES TOTAL = 496 SPACES REQUIRED PROVIDED: 430 SURFACE SPACES 66 GARAGE SPACES UNIT TABLE TYPE QUANTITY 500 SF 0 1-BR 53 2-BR 172 3--BR 36 TOTAL 261 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. 4. THE PLAN SET APPROVED BY ALBEMARLE COUNTY SHALL BE THE PLAN SET USED FOR CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. 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. VPDES PERMIT NOTE: THIS PROJECT IS COVERED UNDER VPDES CGP (VAR10) GENERAL PERMIT # VAR100044. INSTRUMENTS ASSOCIATED WITH THIS PROPERTY: • SUB201800266 D.B. 5189, PG. 373 202000003349 D.B. 5292, PG. 561 - PG. 569 • 202000005910 D.B. 5320, PG. 53 - PG. 62 496 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) BREAKDOWN OF RECREATIONAL FACILITIES 20. OPEN SPACE: PROVIDED (PASSIVE AND ACTIVE) = 7.43 AC 7.43 AC OPEN SPACE 117.4 AC TOTAL SITE = 43% PLAYGROUND AAREA - 4,750 SF PLAYGROUND B AREA - 4,400 SF RECREATION AREA: REQUIRED = 5% OF SITE = 17.4 AC * 43,560 SF/AC * 0.05 = 37,900 SF TOTAL PLAYGROUND AREA - 9,150 SF PROVIDED = 135,000 SF (WOODS/WETLANDS/POND - PASSIVE), EQUIPMENT PROVIDED - (3) PLAY TOWERS, 30,050 SF ACTIVE (PLAYGROUNDS, POOL, GATHERING AREA, (1) SUPERNOVA, (1) SEESAW, FITNESS AREA, CLUBHOUSE, DOG PARK) (1) PARKOUR SET, (4) SWINGS, (2) DOUBLE BASKET SWINGS At 0 FMJ -M hk 9AA ;I ki .I.WWITE AND UTILITY PLAN VOLUME i RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA M 00 0 z VICINITY 'MAP SCALE N 1"=2000' DECEMBER 28,,2018 21. RECREATION NOTES: BERKMAR APARTMENTS, LLC A. RECREATION EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE CONDITION POOL DECK & POOL AREA - 8,900 SF AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE TOTAL OUTDOOR GATHERING AREA - 2,900 SF 560 LYNNHAVEN PARKWAY PROPERTY OWNER IF RENTAL UNITS OR A HOMEOWNER'S ASSOCIATION IF SALE UNITS. FITNESS CENTER AREA -1,200 SF VIRGINIA BEACH, VIRGINIA 23452 B. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY (50) PERCENT OF THE UNITS CLUBHOUSE AREA - 4,500 SF HAVE RECEIVED CERTIFICATES OF OCCUPANCY. DOG PARK - 3,400 SF TELEPHONE: (757)-486-1000 22. NOTE: ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, FAX: (757)-463-9164 TELEPHONE, AND CATV. CONTACT: BRIAN REVERE PHIC SURVEY PROVIDED BY TIMMONS GROUP AND DATED 03/15/2019 EMAIL: BRIANR*THEBREEDENCOMPANY.COM 23. TOPOGRA SETBACKS: A. FRONT MINIMUM (BUILDING): 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. B. FRONT MAXIMUM (BUILDING): 71' FROM EASTERN PROPERTY BOUNDARY IN ACCORDANCE WITH THE PROVISIONS SPECIFIED IN SECTION 4.19, FOOTNOTE #3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. C. SIDE MINIMUM: 5 FEET, UNLESS THE BUILDING SHARES A COMMON WALL; PROVIDED (A) IN THE R-10 AND R-15 ZONED RESIDENTIAL OTHER THAN R-10 AND R-15 RURAL AREAS OR THE DISTRICTS IF THE ABUTTING LOT IS > MONTICELLO HISTORIC DISTRICT, ANY DWELLING UNIT THAT EXCEEDS 35 FEET IN HEIGHT SHALL BE SET BACK 5 FEET TIMMONS GROUP PLUS ONE FOOT FOR EACH FOOT THE DWELLING UNIT EXCEEDS 35 FEET IN HEIGHT; AND (B) ANY MINIMUM SIDE 1001 BOULDERS PARKWAY, SUITE 300 SETBACK OTHERWISE REQUIRED BY THIS SECTION MAY BE REDUCED IN ACCORDANCE WITH SECTION 4.11.3. D. SIDE MAXIMUM: NONE RICHMOND, VA 23225 a E. REAR MINIMUM: 20 FEET }1 F. REAR MAXIMUM: NONE CONTACT: MATCH BOWSER of G. FRONT LOADING GARAGE MINIMUM: 18 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF TELEPHONE (804) 200-6485 ro THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY. Y H. SIDE LOADING GARAGE: 5 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE FAX: (804) 560-1464 m SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY " N I. BUILDING SEPARATION - MINIMUM: 10 FEET, UNLESS THE BUILDING SHARES A COMMON WALL; PROVIDED THAT IN THE E-MAIL: MITCHELL.BOWSER*TIMMONS.COM v R-10 AND R-15 DISTRICTS IF THE ABUTTING LOT IS ZONED RESIDENTIAL OTHER THAN R-10 AND R-15, RURAL AREAS, OR m THE MONTICELLO HISTORIC DISTRICT, ANY BUILDING THAT EXCEEDS 35 FEET IN HEIGHT SHALL BE, SEPARATED FROM ANY OTHER BUILDING BY 10 FEET PLUS ONE FOOT FOR EACH FOOT THE BUILDING EXCEEDS 35 FEET IN HEIGHT. SDP201900001 CONTRACTOR r- W J 0 Sheet Number C0.0 C1.0 C1.1 C1.2 C2.0 C2.1 C4.0 C4.1 C4.2 C4.3 C4.4 C4.5 C4.6 C4.7 C5.0 C5.1 C5.2 C5.3 C5.4 C5.5 C5.6 C5.7 C5.8 C6.0 C6.1 C6.2 C6.3 C6.4 C6.5 C6.6 C6.7 C6.8 C6.9 C6.10 C6.11 C6.12 C0.1 L1.0 L1.1 L1.2 L1.3 L1.4 L1.5 L2.0 L3.0 L3.1 L3.2 L3.3 L3.4 L4.0 L4.1 L4.2 L4.3 L4.4 L4.5 L4.6 L4.7 L4.8 L5.0 L5.1 L5.2 L5.3 L6.0 L6.1 L6.2 WM-1 BREEDEN CONSTRUCTION 560 LYNNHAVEN PARKWAY VIRGINIA BEACH, VIRGINIA 23452 TELEPHONE: (757)-486-1000 FAX: (757)-463-9164 CONTACT: KEN OWEN EMAIL: KENNETHOeBREEDENCONSTRUCTION.COM LANDSCAPE ARCHITECT I I li'VILT X Z AC�., 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 CONTACT: ELIZA MACHEK TELEPHONE: (804) 200-6478 FAX: (804) 560-1464 E-MAIL: ELIZA.MACHEKATIMMONS.COM Sheet List Table UNDERGROUND UTILITIES CONSTRUCTION AREA. THE QD MAY BE IN 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. SITE PLAN LEGEND Sheet Title COVER SHEET PROFFERED CONDITIONS PROFFERED CONDITIONS ALBEMARLE COUNTY STANDARD NOTES OVERALL EXISTING CONDITIONS DEMOLITION PLAN OVERBILL LAYOUT PLAN LAYOUT PLAN LAYOUT PLAN PAVEMENT PLAN LAYOUT NOTES & DETAILS LAYOUT NOTES&DETAILS LAYOUT NOTES & DETAILS SIGHT DISTANCE PLAN & PROFILE PROPOSED CURB PROPOSED CURB AND GUTTER DETECTABLE WARNING SURFACE X PROPOSED FENCE SIGN `"`""`- EXISTING CONTOUR 200 PROPOSED CONTOUR CURB & GUTTER STORM SEWER DRAINAGE MANHOLE d 11_:�] CURB INLET Q SANITARY MANHOLE 0 CLEANOUT SAN-9- SANITARY SEWER WATER LINE Q REDUCER GATE VALVE ' FIRE HYDRANT FDC -- WATER METER FTA TEE IT tWATERLINE BENDS E CAP - - -UFO- - - UNDERGROUND FIBER OPTIC LINE - - - UGP- - - UNDERGROUND POWER LINE - - - UGC - - UNDERGROUND TELEPHONE - - - uTL - - UNDERGROUND UTILITY LINE OHPITIF OVERHEAD POWER / COMMUNICATIONS OHPiF OVERHEAD POWER / FIBER OPTIC - - - RPA - - - RESOURCE PROTECTION AREA (RPA) OVERALL UTILITY PLAN UTILITY PLAN UTILITY PLAN UTILITY NOTES & DETAILS UTILITY NOTES & DETAILS SANITARY PROFILES SANITARY PROFILES WATERLINE PROFILES WATERLINE PROFILES OVERALL GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN STORM SEWER PROFILES STORM SEWER PROFILES STORM SEWER PROFILES STORM SEWER SCHEDULE GRADING & DRAINAGE NOTES & DETAILS .INLET DRAINAGE AREA MAP STORM SEWER CALCULATIONS STORM SEWER CALCULATIONS-, SPOT ELEVATION PLAN SPOT ELEVATION PLAN COVER SHEET OVERAILL LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN AQUATIC BENCH LANDSCAPE PLAN, NOTES & DETAILS LANDSCAPE NOTES & DETAILS PHOTOMETRIC PLAN PHOTOMETRIC NOTES & DETAILS LLV PHOTOMETRIC NOTES & DETAILS Submittal Type Reviewed and Approved by the CommVity Devela me t De artment Date ItMj I File#_ AA Signat u PHOTOMETRIC NOTES & DETAILS PHOTOMETRIC NOTES & DETAILS TREE INVENTORY OVERALL AREA TREEINVENTORY TREEINVENTORY TREEINVENTORY TREEINVENTORY TREEINVENTORY TREE INVENTORY TABLE TREE INVENTORY TABLE TREE INVENTORY TABLE OVERALL AMENITY PLAN AMENITY PLAN AMENITY PLAN AMENITY PLAN AMENITY NOTES & DETAILS AMENITY NOTES & DETAILS ARCHITECT AMENITY NOTES & DETAILS WATER SYSTEM HYDRAULIC ANALYSIS HOUSING STUDIO 333 WEST TRADE STREET, SUITE 300 CHARLOTTE, NC 28202 CONTACT: CHAD ASKEW TELEPHONE: (704) 333-7862 E-MAIL: CASKEWAHOUSINGSTUDIO.COM QUALITY ASSURANCE STATEMENT A Quality Control and Assurance review has been performed on this document in accordance with the 710nn m QroW 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 SUBMITTED FOR FINAL COUNTY APPROVAL 05/22/20 Type of Submittal Date SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT: PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT PPROVAL DATE 4111A�,J,26 �lx OP Lis,. No. 050951 512 212 0 �SS7 C � . _ ONAL InE N C14 OV N N > E LU _ r F- E3 Q LU 6- ID - o U. a0Cr' LULU (o10� a~ °wIn 9' 4 �a 00 90 3: U_ o _17 0s 3 N o '41 M o �00 or -II_ Z O O m w z O a o a Q O H w ZO��`QOU O ti Z ti � V) V) CL j O 0 U � � CQ z U � � o 0 LU O O F- N � DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE 0 LOrr �� .N U N 0 Q I- H ro W N 0 ry Q- H Q a ro O 2 U LLW03 J s < < cn � ro tu w Q L J � o � o W F-I I-- � U H N d 0 ocq U) Pz a)o F-1 r uj E Cn C7 L 8 � 8 Q ° �N z O` �Q W F_X �0) �•y^� o W� 0 Q� o .3 0-0) 0)s �o W V 2 �(n ro o � U C O U ro o� JOB NO, ro U 42297 C �o SHEET NO. Q,U0_, a)v C.0 L + Z_ M A 12--1 0-F A I. p. United Land. Corporation Page 2 JU1Y 21, 1993 A-1 U LATTACHMENT C I H:ng !nee i n g C_-omput:;e 11 �p P n _-3 - ------------ -------- 338 Rio Road Charlottesville, VA 22901 804-978-7879 REOEIVED nee3: 1 n<g C_'Qrnpu1-_e= -A-P P a tt- 1 0 n -- -------- COUNTY OF ALBEMARLE 2. The frontage OfRoute 29 containing Tax Map 32, Parcels 43A, 338 Rio Road Dept. of Planning & Community Development 43, 42E, 42D, 42B, 42C, 42A and Tax Map 46, Parcel 5, shall Charlotteoville VA 2290.1 461 McIntire Road contain not more than three entrances. The County may July 6, 1993 JUL 0 71993 80 �79 CharlottesAle, Virginia 229024596 (8N) 29&5823 require closure of any existing entrances at the time of establishment Mr. William D. Fritz, Senior Planner of any new entrance such that the total number of entrances does not exceed three. Department of Planning & Community Development Planning Dept. REOEIVED July 21, 1993 Albemarle County 3. An access road between the mobile home sales area and mobile 401 McIntire Road Charlottesville, Virginia 22901 July 14, 1993 JUL 14 1993 home park shall be developed at the time of establishment of Mr. William D, Fritz, Senior Planner the mobile home sales use. This access road shall be used Only for the.movement of mobile homes between the Re: Airport Mobile Home Park (ZMA-92-14, ZMA-93-06) Department of Planning & Community Development Planning Dept. two uses and for emergency access. Dear Mr. Fritz: Albemarle County 401 McIntire Road United Land Corporation AtWendell Wood If you should have any questions or comments regarding the above The Charlottesville, Virginia 22901 1 P. O. Box 5548 noted action, please do not hesitate to contact me. following proffers supersede all previous proffers and are Charlottesville, VA 22905 offered in regard to this rezoning request., Re: Airport Mobile Home Park (ZMA-92-14, ZMA-93-06) Sincerely, 1. The mobile home park is proffered for a period of not less Dear Mr. Fritz.* RE_: ZMA-92-14 Wendell Wood than 15 years from the start of development in accordance with the Comprehensive Plan. The start of development is The following proffer is offered as a substitute to proffer #1 in Dear Mr. Wood: fil defined as the date the first building permit is issued. MY letter Of July 6, 1993 regarding this rezoning request: The Albemarle County Board of Supervisors, at its meeting on July V. Wayne zilimberg Director of Planning '& C unity Development 2. The mobile home sales lot use will be limited to mobile home The mobile home park is roffered for a period of not less p 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 approxInlately 57 acres from Rural Area to R-15 (proffered) "ANCI jaw with the Comprehensive Plan. During that period of time, the Please note that this approval, is subject 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: CC., Amelia McCulley if required by the future plan of development for the Residential uses except nothing contained herein shall i. Tray i2or J To Higgins remaining area designated office and regional service in the prohibit the Zoning Administrator from authorizing uses nark is Proffered mobile lho.-Lue Da -period of not less a L. -4- Tom Muncaster Comprehensive Plan. deemed accessory and subordinate to the mobil home park. In than fif Iteen 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 Tax Map 32, Parcels 43A, the time of expiration of SP-93-13 in accordance with tine, the property shall not be available to any other R-15, 43, 42E, 42D, 42B, 4213, 42A and Tax Map 46 Parcel 5 shall Section 31.2.4.4 of the Zoning Ordinance, the applicant shall Residential 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 existing entrances at the time of Board of Supervisors and thereafter the property shall enjoy deemed accessory and subordinate to the mobile Name 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-93-13 in accordance with the first mobile home building permit. Nothing herein shall Section 31.2.4.4 of the Zoning Ordinance, 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 fry 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 p--Ope7-i-v : units is signed. 31.2.4.4 of the Zoning Ordinance. shall enjoy all RA 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, herein shall prohibit the Board of Super -visors from granting establishment of the mobile home sales use. This access road 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 Mun:ft,-(rjr., P.E. W. Thomas Muncaster, Jr., P.E. WTMI M Dear '0 8 4 V_ f 2, Ci7""n T Z y ;7 11 2 July :1 'ProvisQn of a 606 -ruci-d with� 11;iI.TC-F' diated 7/8/93 P 0 di -ez Ve 10 r, 74 r r a V U` T < 6, "j, 6 ave -Jeen a.; rov c acca.­ ni'lap -_,2, Z6 .2 4.on of -Z a r U Ti U S`Z, C 0 'm. p t h t I i c or; d o yj s, f a rth e r i 11 C. r n. "a t a a s'a c;a' 2 7 r is N2, f E, _1 C 7 r, 14 PXT11 op IN R NiRw_��S -. BOWSER Lk. No. 050951 C$, 5122120 Via. . NAL Ln E " 0 U 0 E E LU 0 E < LU 0 U 2 LULML - 0� < U. C) C) Q_ C) LULU M CD at- ko W Ln (D 9 ;= 4 0 02 0 3: LL CD U) M (5 a- Ln vi C) 75 N 0 -q- C:) 00 CD C) LU -4 I_ U) 0 0 LU U 0 0 X C� O 0 U U) 4 a > LU O Z CQ ti U) Ci.. LL, C) LLJ 'J U-1 LLJ Z� LU Q O N (N CN DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE 30B NO, 42297 SHEET NO. C1. 0 D 11 COUNTY OF ALBEMARL.E Ik,pt, of Planning & Community Devekipment 101 Mchitire Road Charloiesviffe, Virginia 22902-4596 (8011) 296 582:3 July 27, 1995 ATTACHMENT C Wendell Wood United land Corporation 111. 0. Box 5548 Charlottesville, VA 22905 RE: S11-95-25 Wendell Wood/United Land Corporation TtM32, 1`50,53,54,55&56. Dear Mr. good: The Albemarle County Board of SLipervisors, at its meeting on July 19, 1995 approved the above; -noted request to establish a mobile home park on property ofapprox 57 acres zoned R-15 is located on the east side of Rt. 606 approximately 0.6 miles south of Rt. 6,19. Please note that this approval is subject to the following conditions: 1, Deletion/relocation ofall lots ~within tifty feet of an adjacent parcel; 2. Ph►nuing Commission approval of finat site plan., 3. Staff -'approval of all mobile home units proposed for location within the mobile home pairk to ensure compliance with the acoustical performance standard.~ or Section 30.2.5; /f. Staff approval of private road maintenance agreements at such time as the property may be subdivided; 5. Maintenance of recreation facilities shall be the responsibility of the property owner in accord with Section 4.16.3.2; 6. No direct connection to Route 29 shall be made without amendmem of this permit; F)1 1' 11 jo Page 2 July 27, 1995 7. Provision ofcouventional "T" intersection with Route 606 constructed in accordance with Virginia Department of Transportation requirements. Access is shotivn on a plan initialized "WDl""" dated 7/8/93; 8. No plan of development shall be submitted for review Luatil the necessary easernents and/or right- of-way acquisition for the Route 606 entrance have been obtained; 9. Provision of access to Tax Map 32, Parcel ,16, 10, Approval of the special use permit shall expire on January 1, 1996, unless the use or activity is conunetzced in accord with Section 31.2.4,4 prior to January 1, 1996, Before beginning this use, you must obtain a zoning clearance from the "Zoning Department. Before the Zoning Department will issue a clearance, you must comply with the conditions in this letter., For further information, please call Jan Sprinkle at 296-5875. If you should lave tiny questions or comments regarding the above -noted action, please do not hesitate to contact me. Sincerely, Ronald S. Keeler Chief of Planning RSfUjcw cc: Amelia McCulley Jo Higgins 111 RA .r� {L rJj.s rf'J AG -FOR J NO U5E� R IATI N K Y: j AGfOR AGRICULTURAL AND FORESTAL DISTRICT CO COMMERCIAL Of'10E L I LIGHT INDUSTRY PARK �T 3 PD IP PLANNED DEVELOPMENT-INDVSTRIA DEVELOPMENT PRD PLANNED RESIDENTIAL �- RA RURAL AREAS R-4 RESIDENTIAL R-15 PROFERRED NOTE: AIRPORT 15 LOCATED IN THE RA DISTRICT. NOTE: CONTOURS WERE C,ENE,RATED USING FAA INM 310 .20M.10S L)WG t�ac�ER2 EXHIBIT 2012 LAND USE PLAN CHARIfl � ERGINIAEMARLE PflRT CHARLflTi`ESV SHEET DEaf.R SCALE LTA ,M�AIRPORT CONSULTANTS, INC Richmond. vnJm r� Charlotte. North + nrr.�Gnc Of DRAW BY: CHECKEtl BY: GlG PATE AU`.%ISST 1993 71 ..�w.s-nn•,.+T'^3FT:°we�:'^. r 3 -JH j .•qr ./ rA'� ,� 'iA• z 'e :. � � , in— r, y ,sr�t,;:. . �93•.=s:Ki ..> f--r :'� ...}.. _'! .�;z -s.• a , , .. max.. � � � � � � _ - . - LL Szg2� tz M,t .. r BOWSFi. y, 5122120 Ln E N N o m n� > E W �-c E 3 3 Q tL v 3 LU U. O o LU LU M CD a a W Ln OC � a � go 3:U- @o 0 a Ln ~ U o j N o mo -1 00 o W �1F- Ce Z) Q F- a w LU Q Z O H Cn Z) O fi Z O ti a H 60 Q U] OLU q O H w\`_0 �V)m�� ulry�QOO �� �jC) � ti C OC u � Q O LLJ z��V)V) moo LLI\MAN Q \ ~ N O �QN\N tV � DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE zz W 1 H i ry,�o <U U Li. J 14 Q E W a W J < U 0 F--� U W r H lry H 1 1 Q 1U— p�Ho v O H W m JOB NO. 42297 SHEET NO. C1.1 Albemarle County Engineering Filial Plan General Notes Page I or4 ALBENIARLk; COUNTY FINAL PLAN GENERAL .NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise. noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erasion control plan and shall be installed prior to any clearing, grading or other cons truction. struction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in tlue opinion of th.e County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control. Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County, The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shrill be made by the design engineer and submitted with the test results f'or approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfalI easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed .necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge June 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION, 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. Albemarle County Engineering Final Plan Geaend :dotes Pure 2 of 4 of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9, All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Nanning and Property Numbering Ordinance and Manual. 10. Traffic control or other regulatory signs or barricades shall be installed by the developer �in. necessary when, in the opinion of fire Couu.ty Engineer, or designee, they are du,c, ed a, cessar y in order to provide safe and convenient access. I l . Tile speed limits to be posted on speed limit signs are 5 mph below the (lesion speed, or as determined by VDOT for public roads. 12, VDOT standard CD- I or CD-2 cross -drain:; under to be installed under the subbase material at all curt and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection .is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. General construction notes for Erosion and Sediment Control plans I . The plain approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to. minimum standards and specifications ofthe Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR. 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than .indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by tire, plan approving authority. I I. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12.THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13, THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT, THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14.THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE, VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Albttuiarle County LDgineering Final Plan General Notes Page 3 of 4 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoff' - producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill Shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per :coning Ordinance section 5.1.28. section 13-301 f the Code of 13. All inert materials shall be transported in compliance with 0 Albemarle, 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to f7.0 n Oat . to 9:00 nil:. the hours o p 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and r s 1' street because arse o slides. sir>Icrn or collapse. improvements, and damage to any public s �c g, p 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stonnwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion. of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbslacre, and in the months of September to February to consist a 50/50 .mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801be,1100sf. Alternatives are subject to approves{ by the County erosion control inspector, 18. Permanent stabilization shall be line and fertilizer, permanent seeding, and Mulch. Agricultural grade limestone shall be applied at 90lbs110O0sf, incorporated into the top 4-6 inches of soil..Fertil.izer shall. be applied at 100Ofbs,iat,re aad consist of a .10-2 0-10 nutrient mix. Permanent seeding shall be applied at 180lbslacre and consist of 95%, Kentucky 31. or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky.Bluegrass. Straw mulch is to be applied at 80lbs!100sf. Alternatives are subject to approved by the County erosion. control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion Enid sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. ADDITIONAL NOTES 1. RETAINING WALLS GREATER THAN THREE FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING FOUR FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 3. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. Atbenrarle County Engineering Final Plan General Notes Page 4 o1'4 General construction notes for Stormwater Management plans I. Ali. dams and constructed fill to be within 95% of maximum dry density and 2% of optimura moisture content. Ail fill material to be approved by a geotechnical engineer. A geotechaical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stonnwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent Stormwater management .facilities; conversion is not to take place until the site is stabilized, and perrnissi.on has been obtained from the County erosion control inspector. Lt- ��TH o U 1a h'1 ` •- - 3t:JWS: Lis. No. 050951 'IA 512 212 0 in E N N OV M vi N C: > E w -a E � o � E 3 Q W u pU2,0 LU M LL G i0 aa0�'-' O wLU MC) ata",°;rn Patna° �O 3LL 0 V i O �O V) a in = L � E- cu o -0 o N o mo �00 ow -Il.- a _ O C9 _ H 0 w w Z O U) O r r- Z OO O m V) 4 O � � CL Q O_ > w Z \ Q O ti V)a�¢po0., V) CQ J ti Q O ZcljZW� U M I� t1i (n rn o 0 w\cjNN N N N DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NONE 0 Q ( f'� m V / � U zHW� W(D~ 0 CL T ' 0 _011 Z ry a) O Q s U �. 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CONTRACTOR SHALL DlR ONLY DIR ONLY /nIV=539.21 ASSUMED LOCATION i / INV. 15" CMP UNOBSERV� E ASSUMED LOCATION INV= 553.37 INV.=545.06 TOP=544.39 3"DIA. DECIDUOUS Q OFEX. WATER LINE RIP -RAP INV. OUT=519.89 / / \ \ VERIFY LOCATION AND ELEVATION OF ALL N ( X. WATER L/NE TOP=553.95 = 6 6 _ - / // W/4 MTL PIPE IN 25 \ UNDERGROUND UTILITIES IN AREA OF OF E I INV. 54 .0 /NV. IN W-537.51 TREE �' TOP=537.63 NOT FIELD -VERIFIED _ / ,., ..,, ..,. , ;' = ( ) _ , I,, TOP 531.27 PLASTIC / P\a ......f;,f,:..; \ \ CONSTRUCTION PRIOR TO STARTING WORK. NOTFIELD-VERIFIED I I INV. IN 543.36 APPROXIMATELOCATION I -� INV. IN=520.77 SHED \ :f` r, , ti, INV. lN(N)=537.35 SHRUB INV. lN(W)-531.84 I � / $ 5 ; ; ,1; �,-' �\� INV. OUT-543.21 a _ v INV. INN=531.75 , Q _ / \ `J 1 - () TER LINE EASEMENT V. DUT 537.28 ZQ WA _ IN V UT 20.56 N .O 5 CREPE ,r / / CR IQ .� T= 31.63 ' 'Q / \-:;:`.;:::>M:,:.:,:.:.<::<�;:.;;..;;'...;<.= ; - Z DECIDUOUS cn W INV. OU 5 (SCALED) i s >:-. ;:«:::::>� 11 10 DIA. 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DECIDUOUS / ROD/F `\ ` \ \ TREE /' __// // /' ♦/ / / 1 \\\ %+ i \\ / i i �Q) / I l 1► 11 I I ! t l I 11 1 1 I s �' �/ - - - - / , , ' Qjf' / / / / / / \ \ / / / \ \ 1 \ I I I I i I I i \ ► 1 / l UNSPECIFIED WIDTH VIRGINIA -574 - \ \ / / , I \\ \ 1 ® \ ► / / I I 1 i I i I 1 / t I! /� E,LECTRICAND POWER COMPANY PROLE LINE EASEMENT Q J , , / \ \ \ I � I \ ► I / l DB. 755, PG. 41 I �TROAD / Z�NL'O` N - � f:;,f /ff �// / /� / 11 , p.,._" ,D i J !f j.l/ p �W` h J/'' // / , / ,' '' �•' - _--- / '/ // // ------ ``-`~ // LIelTSOF.0 MET*Y / / / , ' - \ \ ,•...... _ . - ' /GR� VE MARKER (Ti'P) - o, ` 1 / / / / / / /' 0 _ _ _ _-_ '►• 8.681 , / ♦ / ' / _ - ^ PIN FLAG K1` Cf" ` ♦ / ' / / / h� / l / l / 1 1 / // / �/ s; THESE TWO SEGMENTS 1- - \ ,c _ / ; / / / / / h / / t /, l SCALED FROM PLAT »y Q . 3Z - ROD / PIN FLAG _ \ - - - / _ _ � / / / l t /; l 1 •:> / ' �''- - / / / / hm G / 1 / / / / / / ' - ' - ' �`T• 241, `' - - . - / /SPIfQE IN 12 HIT OAK / / / ' I I l / / I IN DB. 755, PG. 41 L'�a' /'�- 371TYP�_ Ji' „FN PIN FLAG 01 / p l� �`AZ _ - - - - ••,. ' ,/ / / ' ' / / / / / / / - ` `- _ - - 1 { N�°5' � �sf - � - J% r,• �.EV1=549.95 / / s /, � ! 'l / // ?9.1'1i ROD/F _ - - - _ _ - / / / / l I / / ► i ! / / / I" DIA. DEC DUOUS �h TREES CO UPTOWN VILLAGE, LLC / --T- - / / I ► / / / �w _ . ` / • / S ,/ 1 I/ / DB. 3323, PG. 740 FIELD LOCATED �\ -_ ... �- - - -1 J / C�LfOLD R�AD ��D / / I I 'I II t !I I \I / I/ / / / / / !, 0 4 v VI n - - (PARCEL ID: 03200-00-00-05800 12' WOODS ROAD - ---- - ---- - ---� -_ 1p3g / / / / 1 ' t I�'` i 1 l J - '� ' / I ' / / �'' v PRIMARYZONING: RURAL / _ - �=- _ S, ' / / l 1 ''SZ0/VjNQr 't, �� t 5029" I ► 1 c\ J J / / / / , / p!/� �., V - - SPIKE IN 24" OAK \ UNSPECIFIED WIDTH _ - ` I /1%/A/n 1 ELEV.=573.$0 AREA OF%UNDETERMINED OWNERSHIP DESIGNATEDA 3 - / i y ► \ ` 29Ssg / / ' 4 \ . ' / / ,RIGHT OF WAY AS DE8'IGNATED ON PLAT REFERENCED R/W PER PLAT _ &VMRTROAD F/ t► \\ \\ \ \ `\ \ \\ \ \\ \ \ \ \ \ \ \ \ �\ \ �� /�� // �Q` �V \R� \ in - DB. 91, PG. 396 HER N, SEE NOT #8 (NO INDICATION OF OLD ROAD OBSERVED INFIELD) / / / 1 1 / I NOTE: / EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON AN TOPOGRAPHIC SURVEY / PERFORMED BY TIMMONS GROUP ON 03/15/2 9. / 2 SCALE 1 "=50' / / I0 50, 100' IN DB. 569, PG. 32 _ _ _ - - \ \ \ \ \ \ \ \ \ \ \ \ QlvN I / 1 L( UPTOWN VILLAGE, LLC UNSPECIFIED WIDTH / / ) �1 `► \ \ ` \ \ �\ \ \ \ \ \` \ \ \\ \ \ \\ \\ \ I \ ` / / /// V DB. 3323, PG. 740 R/W PER HAND NOTE IN \ \ \ PARCEL ID: 03200-00-00-05300 I PART) DB. 155, PG. 424 / 12r ROAD 4, DEEp HOLE \� \ \ \\ \ \ \ \ ► - / 1ON RETE CU B PRIMARYZONING: RURAL DB. 158, PG. III 8,5X7' CONCRE E , \ \ \ \ \ \� / IQj/// 0H 2"DIA. DE IDUOUS WELL OR SEPTIC BOX t /��//// // TREE // BUILDING REMAINS FOUNDATION 20 ASPHALT CONCRETE CURB & GUTTER / U / VDOT PERMANENT / DRAINAGE EASEMENT / DB. 4752, PG. 352 C-) aw'Ti1 O' wAr � Lip,. No. 050951 512 212 0 , 06 �S'ONAL V:��� leg ipf In E N C14 u C N , > E w Ec Q W v 3 ❑ IY Lu LL nQ 0 po r+ a wW Mt00 a 0 U, p �CL ce lid C) V �v O 2 � In F al O d C)N o m C)-4 C)-i w f- 0 LJ 0 S D 2 w f-- W 2 Q Z 0 H 0 O O O Lu 0,1 Q 0 �Q.NyNN N h DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 150' Vl H z WizH � O z <u 1..1.. J Q U Q w (D uiQz LLB H U) W U � Q f-1 Lu w I- 4 2 O uiM W JOB NO, 42297 SHEET NO. C2.0 El 0 E 0 (N 0 0 0 IL [IN 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 I37 4 UNDERGROUND UTILITIES IN AREA OF IICONSTRUCTION PRIOR TO STARTING WORK. Iffi-iv 77 ............. ...... oul 7 DEMOLITION LEGEND .......... ... . .............. ................ . ......... .... ........................ I... ........ . ....... ...... ............ ....... .... R(MD I... ... .. LIMITS OF CLEARING & I< .......... . . GRUBBING I.......... --- - - ----------- - - I80 I�y 31. ITEM TO BE REMOVED V' V! . ............. I'31 IIDEMOLITION NOTES I<v I.. .. .......... .. ... .... INSTALLED AND APPROVED BY ALBEMARLE IIIV I1. EROSION CONTROL MEASURES MUST BE IIICOUNTY PRIOR TO START OF ANY DEMOLITION. 31 ..... . ........ 2. ALL DEMOLITION, CONSTRUCTION, AND IIMATERIALS SHALL BE IN ACCORDANCE WITH THE III:x. 3 CURRENT VIRGINIA DEPARTMENT OF ITRANSPORTATION ROA D AND BRIDGE SPECIFICATIONS AND ALBEMARLE .......... .... .. SPECIFICATIONS AND STANDARDS WHERE . ... ..... . . . ........ .............. > APPLICABLE. 3. CONTRACTOR SHALL VERIFY ALL FIELD ....... CONDITIONS PRIOR TO CONSTRUCTION. X / .. ........ CONTRACTOR SHALL NOTIFY ENGINEER v v Ix CE IN FIELD CONDITIONS AND WHAT IS DEPICTED ON IMMEDIATELY UPON FINDING A DIFFEREN ITHE PLANS. x . ...... 4. DEMOLITION WORK MAY NOT COMMENCE UNTIL A x LAND DISTURBANCE PERMIT HAS BEEN ISSUED x FOR THIS PROJECT. tx 5. CONTRACTOR SHALL NOTIFY APPROPRIATE > X AGENCIES PRIOR TO BEGINNING ANY WORK 6. REFER TO "GEOTEC -OF-WAY. WITHIN PUBLIC RIGHT HNICAL ENGINEERING REPORT: BERKMAR DRIVE APARTMENTS," BY TIMMONS GROUP AND DATED 04/0912019, FOR SITE SOIL INFORMATION, OF WHICH SHALL BE x CONSIDERED A PART OF THESE CONTRACT DOCUMENTS. SITE PREPARATION SHALL BE PER THE PROJECT SPECIFICATIONS UNLESS IX OTHERWISE NOTED IN THE PLANS. I7. ANY DAMAGE TO PUBLIC PAVEMENT OR 'y :;< x SIDEWALK OUTSIDE OF THE PROJECT SCOPE WILL REQUIRE REPAIR TO THE ENTIRE SECTION. 8. THE CEMETERY SHALL BE PROTECTED DURING DEMOLITION AND CONSTRUCTION OPERATIONS itX ........... x f v y _Pll a NOTE: EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED ON AN TOPOGRAPHIC SURVEY PERFORMED BY TIMMONS GROUP ON 03/1512l 9. SCALE 1 "=50' 0 50, 100, L... . ...... > _x .... .. .. .... .... A R�, ... . ........ , WITH CHAIN -LINK SAFETY FENCE. LITIES TO BE REMOVED WHEN DEMOLISHING B STRUCTURE(S). IfA R iREMOVE .......... N Y ........ . ...... .... ....... OR t xf/ 37 fell I . . .. . . . . T BE REMOVED EXISTING SIDEWALK AND CURB & GUTTER TO BE .. .. ...... REMOVED A.......... �M. 4M Pa W CL Iq - ?JZ0 0 U R M Ow ER Lic. No. 050951 5122120 L.n E r4 0 C14 u m CN § E 1E 'U.- uj c -: 0 F_ E Lu Z U iR Lu um _1 ai� Lu C) 0 c) c:> LU LU cn -w Ln 0 CL 5 3: u- -1� C=) ru C) V) (L Ln ,In 1p w C) 'a a 75 r� 0 t 03 C:p C) U-1 ­4 F_ vi 0 F- a Lu Lu U) Z� Ell u U) ui Q. 0 > Lu (n CL. Q. C) U-1 u CQ LLJ Lu r-N CN CN DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 111 = 501 uj > < 0 u Lu LIJ Lu 0 > u C) UJ 10� uj V) 0 re Lu ca JOB NO. 42297 SHEET NO. C2. 1 1 I i � z \1 , , 11 � SITE NOTES: : � 1,:-,c, - I : ,.,?..��_­­ ....... ;. .., \ : I 1i 1 : ,.,,.,. 1 ,,/I . �",��01��', cm y / , I : I I,__ 1. ALL CONSTRUCTION AND MATERIALS SHALL BE : , .-I". � / - ; I : : .,. . z � / \ ; "I" ­_,_--_-.l..l ........ i I : . i ....... "el"�P-..-.,,�l��',�51"�',�.('I 1 I 1 1 � " \ IN ACCORDANCE WITH THE CURRENT VIRGINIA 5 1 " I T�'1'4'011V `/fi,;,l'AGl�_", 11,0 : , , ,/ ,,�/ _ ", I I I i // \ "..".­... '. I , 1, u � lhl IV, llslvl'l/ll�"`/`­`-: - ""'ill •111. 1115.2'1 \ �,,� I , . . DEPARTMENT OF TRANSPORTATION ROAD , I , - I 11 ! z , ,....:, / !I . z "'%,. ; : 1"h.Ro 1.15,15" IP(31, ;?40 I e, z \ \ ie,,­,�,wvf' ",-,��,�,v,,',,ll 1 " 1 .,�., AND BRIDGE SPECIFICATIONS AND ALBEMARLE ;" Z . I I � :",', . ! "� -, .�"�4.11­?',"',E_'L 1�,D'l f19 -1.�f�.11",,-"()--I/il�s�.,,'111.11"r.'/I I " " " I ; // COUNTY STANDARDS WHERE APPLICABLE. i ervvi. f,��);'�--.,;j�,,,,,��,,f,� i /Z * \ \ . I I" : � , : � i �-';':R'i,,'v.sl�.RYZ�).,�',.,'el.�',,'�.�- RI�,'--,",��I'll'�-L'.1�,-"e��',"j-;�'."""�,�1*1�-"�4, � I � I : // . : I � I . : /11 1;5� / 3--- 2-4't ` GW Rf.-'.5' \ \ 2. ALL DIMENSIONS ARE FROM THE FACE OF I ; ; i : i 'r","�,;-,-",;.";;.,I"j i 11 � It : : // ; \ \ i�",,,f,A,---,,;.-,I��-�,e',�,,� . .... � 11 .: 11 ,;�' ,,- ; ` ,n', �� CURB UNLESS NOTED OTHERWISE. : i �­. P"�V..-f,�',?41. �,.? 5 W �/, � I I .s, 1 I `�. Y . ; ... LMM,Y . ; 158,,)il4,;-,-,',,,*,, f'l0G',,--0­s`l,0Al i -­.'"ll i M4,V !,�t,t­ I 1.1�'.9 I., ; I ��i;s�,,,,�"?,,�..-,,�) , � �, . ". , /..., 0"N ,�`, A,, - z // , , \,"''.. \ 3. VDOT STANDARD DETAILS, AS REFERENCED, � I : I I ..... I i '�,;K - � v, ,,,� n"5�,,�-,.,*,� 21 '� llfl�;V, obl"y-f15111.9,1131"? .... s I I zjv,l, wc:&f",f-�) t.,��,,,,,�""",,:",,�,�-,i'-'�"ze""�-,e�!,., \ �,.,, � A.' �.',�;"�--,�'�-,'-'.,,','L��-l',,'�-,�'ril�-);",,� ---- e'�%,;V;�, �-:':',--,,�',37 / ; V,---.-,5',45.0 r f ,/ ./ i : I , I 11 i��'lt� 11J.-, ,.I!: If il oll­_�,."'�lllil. �1mi.;IA"l-E., i."?";,��n -, j .. "I Rl� l�_v"IF, , f * . .�11�1.1 I .... Ill'." ; ­ , '! 'jl�. ,;*' " . , . , ... , I I ;,, v , "I " . I .. � I I ARE TO BE CONSTRUCTED IN ACCORDANCE ?I I OlFllff641111, 13.1") T, 1�. A - 1� ..._<1 " � , 11 i z /. V'�'.'%, VW 411f"Wllll'�, Pll��._!�,;.f'41;,� ..,./. _.- -.%?*6_ --,-;,,�\ I . - ,., , � : ... , ri_,�­, .., ,,i,-� � % . f / ... 1 z ! :� �. : I / ii f ", __J,-_v, y _:�� , "., " I . I f ZX 11 - 11 I ,� V,F'.,'�-,' /, f? " I ­�� .. -­'*:�.` -, \ ­i - -�_ 1�'3116111' I % ­� I / I , ..... . 1. f ie;%l`x­b46',*.a,6-, ­j ". I ' � �,;l,,,?'j,,i JIA,�'�.1`4/: 1­�' ­1 .,;,?�,_-E. "" ?", / 11 r- - ��63 , F,�`- AVE;'?�FlEf? ----,,..,[,,, I OF 0� VM �TR ; iNE 1 � 1 , - _11�1­111.. -_ , .. I , I I N0',', .E.t.'D , " ­0,�'�:v,531.27 // ­­­-­­,. ............. �l I , . ... �,Z�-�� -:�5�::: ..'....-......:.�,....�.-f�.....i.....-.'-'.-,.- ` WITH THE MOST RECENT VERSION OF VDOT ...,...;_ I " I , , - , :��:�", .;,�� \ I�,",,- I/ ffil,V 111111 I i ,( I � �...._ _ I I � `4: I i -i��,;���i�i�������;��������������.�....��,����i , . s . / ... .. 11 0, ,/ , i�� " . I / / 11, I., 'I i fi'%hvi, ,11",,��,,,�!,�;:f,-,�3z'.3,-'*�, � , , , 1,31, yl.? . '. " 11 h�`flv,, Lf,,,'(�,Vi',-;�.-�.,'�.,.,,,,""� I I � ................0'. :!�!;�$`;,:, .",i���i���, \ TOAD AND BRIDGE STANDARDS" I ` 1.11 - 11 "' ", "3 �, , � �,, -::,�� , q.". f,.,: Yu. I , ,,,.'�,' i,v. I - I .,,-.-, , --.3 " -­ ,,,, — I - f ,� . ... , ,.? " " �, . - ..,.; .�. - , .�� , ". ". --, I.. z:- , , �­,, - ,,:---.��_,f:�? , ., - I .- `* -. . . .11 11, , - -----; ,,,-.,- 1, R� - - ..... I ; ..." ­111 . ................. 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" ".-I., \ , . jl..-,N � \ , 677.qgM .. � w_"wqm"mlqlm.q_"� I ..... ,- ,-w--.......-.,.,;l_. !, . ....V_ .f —I , / 1 �'I,lrol All, �/17'11 I (1111"" 1- " tl�s "M " SI-1 , " _� , �,` ....,l 13 ".., / "-,A - -,, ", . / / f.--.. 33111.,13, F;�131. ?/f0 ,�.113 / / I ;I',- , �Al , i��14111?511?,f.,`l (l`,�'?lu0_lll_Y)l_ll'l�_ -0�50,;!�� ,�,�,;".J, )� R-11) , / /!` J�1,1�; * . / FWWRYI ffig';',�,- R,,J,�K L /ell, / 11 / / I / / / / / / / / / I / // / I 11 / / . / / / I / / I / I . . / / I / /` I/ 11 / / / SCALE 1"=50' / / / I / I- — ______ I / I a 0 50' 100, I I/ / / I I / I I / I . \ 1. ,­ - . � . 1. \ ... .. " ...... -.1.1. Illf ­­, .. , I . ............. ..... _� , � t_,,, , � i I I I — — — DENOTES SITE ACCESS ROUTES I ,........ I CROSS -SLOPES ON ROUTE SHALL NOT EXCEED 2%; LONGITUDINAL SLOPES SHALL NOT EXCEED 5% WITHOUT RAMPS, HANDRAILS, AND LEVEL � - LANDINGS AT EITHER END; RAMP LONGITUDINAL U I SLOPES NOT TO EXCEED 8.33% 1 1 F;ARG'f-," ,L S,',',}l.'�,�,?fl,"*--011/'-O�'�,,�,'��,.�/"�,f;'/"; ; � fWM,Al p". y Zf, •t r'f � f.�, f'".,_h*S'A. �1, 1 Aw' - - p op ,��vo �Tll 0` i h50-1-1-10 0 �owvs- Lic. No. 050951 & , 5122120 % yr�,T,, c. Pal. - ONAL �� Ln E r14 0 r,4 u m 'i N r I I §0 E - _E 0 Lu .- r_ .&- = ! �_ 0 3: E 3: !; � w - ru- 0 v 2 " w Ij,j4 �� - -4 0� U. C) e, O -4 z (f) V) ,< LU LU M C5 Q� ;0 F-4 P � � W Ln a- 4i . 3 "T 'F 0- �_4 � (A -A § 0 z CL I 00 >1 cL u Z 0 099 §i m :� 03: u- U) Lu : Q. 0 U C:, M 0 �zl llz� ul) M C:, Ln 0 bo � F- C) (V _0 V) �� z!Z_jz) Z: C) 5 r� > Lu z� �� '_1 a 0 't co c� c� 0 �_4 U) z � --I _100 (4 U) lql - C) _j C) Lu - F- V) . � � CQ 'v'o) c Q Z) : .z t � �Z) m V) r.4 V) V) a(f) � ,:� Q 2 . ce � LLI Z) 0 C) (Lif) 2 � = .,::� �' (D Q Z u .4 LZ (j E,,- (5 u CQ 2 -Z, V) : �z - uj U) __:j U) = F_ I - a Lu 0""N 0 C� C I ""cjNN Q> M 'I j "N CN u < 00 " 'I �� .,N z 0 1 DATE (n , > IY Z) 1212812018 0 DRAWN BY C. MORGAN >_ DESIGNED BY .0 C. MORGAN CHECKED BY so M. BOWSER 0 SCALE 0 l If = 50' 0 0 1 0 I I . i � ""/ f;1 ",:�'l ,_� � 1 $ / ,J ,-v- 11 h. ,/ -�`�:-,U / �rllll, / / P. -If el .*,/ , ; / •1-11"':1, " I ll� / ,e "llill ;."...1.1 i / /-,. -i ;�-,,.�,,�, ,-" / ­ .1 �� - I 1 /I ,r Jk�',-,­' ", I / 4.,,, i /I /,. `-', ll�, . ; �l .1 I . / -�,, , ,/ l:, ", /.. /,�� .., 14 .:, 1�/ /"�� -;W . ,::. lk 11 / .... 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STRIPING LEGEND STRIPINGZ" . ......... ........ ........ - - -------- ........... ............ I,)/ I v %,l "' -,./I NOTES: FIRE LANE NOTES RETAINING WALL NOTES Vl­ -,�/ ­--v ..... V V . ...... . v 0 ..................... \V FIRE LANE SIGNAGE AND STRIPING TO ALL WALLS ASSUMED TO BE DO NOT PAINT INSIDE OF THTI E GUTTER -�/ --v _�/ . , V1111 ........ N F1 24" WHITE LINE WITH 48" SPACING O.C.•PAN IN ANY AREA. MEET REQUIREMENTS OF THE LATEST SEGMENTAL BLOCK WALLS WITH 'q/ v \j// . .. ...... ...... T. EMULSION BASE, TR �i;, PAINT SHALL BE TYPE EDITION OF THE MUTCD, THE TIEBACK GRID LAYERS UNLESS I F21 24" WHITE STOP BAR PE A, WATER �!/ -\v q/ •Xi/ w 4/ .......... `4/ v v 11 '-V INTERNATIONAL FIRE CODE, AND OTHERWISE NOTED AFFIC PAINT \I/ -.,I/ -IV ....... DI)WSER i> q VDOT STANDARDS AND• ... ..... CONFORMING TO THE REQUIREMENTS FINAL WALL SYSTEMS TO BE ........... ,v ....... SINGLE SOLID WHITE LINE ....... 4 x . .... .­­.-. 050951 q / . .......... ... ................... OF SECTION 704 OF THE VDOT ROAD SPECIFICATIONS. FINAL PLACEMENT CONFIRMED WITH WALL DESIGNER . ..... V .................. .................... AND B OF STRIPING AND SIGNAGE IS -A/ A . ............. RIDGE SPEC RETAINING WALLS IN PROXIMITY TO IFICATIONS AND ❑4" YELLOW FIRES LINE TI ON TT-P-1 952. �v .... ..... 512221120 .. ... .... .. ... ........ ... .... FEDERAL SPECIFICA SUBJECT TO CHANGE PENDING CEMETERY ARE TO BE CONSTRUCTED .............. ..... A COLOR SHALL BE WHITE UNLESS ALBEMARLE COUNTY FIRE IN A MANNER THAT SHALL NOT q/ st, NAL . ........ SIGN LEGEND OTHERWISE INDICATED. DEPARTMENT INSPECTION DURING DISTURB THE CEMETERY. 4/ • ALL PAVEMENT MARKINGS SHALL BE INSTALLATION. EXCAVATIONS FOR TIEBACKS / / \V STOP SIGN (MUTCD R1-1) INSTALLED WITH SLIP -RESISTANT ACCESS GATE FOR EMERGENCY FIRE BACKFILL ARE TO REMAIN OUTSIDE q/ V LANE SHALL HAVE A SIGN STATING OF THE CEMETERY LIMITS. ANY SCALE 1"=30' VAN ACCESSIBLE DISABLED PARKING PAINT. "EMERGENCY ENTRANCE FOR FIRE UNEXPECTED CONDITIONS -A/ 1- Ln E • CONTRACTOR SHALL REPLACE ALL \1/ " \1/ -V C14 0 SIGN(MUTCD R7-8) PAVEMENT MARKINGS DISTURBED APPARATUS ONLY". DISCOVERED IN THE PROCESS OF CN 3b' 60' m -KIND AT NO C-4 FIRE LANE SIGN DURING CONSTRUCTION IN THE WORK SHALL BE COMMUNICATED ��v ........ < 0 % ..... ...... ADDITIONAL COST TO THE OWNER. TO THE OWNER & ENGINEER AND ALL I ....-........-_..._:,...- WORK.. ..... ........ -4/ > E I E IN THE AREA SHALL CEASE. Ah Lu P- ""k F_ E ENTRANCE GATE = z Lu y _; ARM WITH KNOX BOX 4, Lu SIGN TO READ "GATED Q� C) Iv j/ g 0 c=�,, -! ACCESS - FOR EMERGENCY VDOT STD. CG-6 RETAINING WALLS TO BE DESIGNED Lu Lu 0 R35' 10'RETAINING WALL ce 1- w IM10 VEHICLES ONLY" CURB & GUTTER BY STRUCTURAL ENGINEER. 4v WITH 6'FENCE I DOCUMENTS TO BE PROVIDED e" R218' z 0 u R1 5' R1 5' oo UNDER SEPARATE COVER (TYP.) U) u- k C) 0 ui RC go 3. Ln LIMITS OF 18, m i2 1p Cc' MOUNTABLE CURB-] R4.5' R4.5' (4 (TYP 79, (TYP.) > z: T STD. 26' (TYP-) 5'CLEAR SPACE MUST BE MAINTAINED Lu x 0 4 0 Z� . , VDOT CG-12 RAMP & APPROXIMATE LIMITS AT LANDINGS ON BOTH SIDES OF EACH co C) �4 U) __j ARDRAIL R45 "NO SWIMMING" SIGNAGE QO (f) (f) ...... R1 0' ... DETECTABLE WARNING SIDEWALK RAMP, AND 4' CLEAR SPACE MUST C) _j Z: R4. R45 TO BE POSTED ON POND OF STORMWATER C) Lu u� � R4.5' SURFACE( BE MAINTAINED ALONG EACH RAMP RUN. m V) E! 18 WALL FENCING z) MANAGEMENT POND LANDINGS AND RAMPS SHALL REMAIN FREE Z) V) 18, u- F81 R4.5' OF OBSTRUCTIONS SUCH AS LANDSCAPING TRASH vi Cl- (LJL) TRA 2 R4.5' AND HANDRAILS (TYP-) ce Lu ENCLOSUR 3 6' 611 0 QACCESSIBLE RAMP W1 z Q HANDRAILS PER ADA L6, SIDEWALK uj U QQ 1 URETAINING WALL 14.5'RETAINING WALL B'UILDfNG 3"' "NO SWIMMING" SIGNAGE REQUIREMENTS 7 _u WITH 6'FENCE WITH 6' FENCE U) V) TO BE POSTED ON POND 16.17' m T PE/ VDOT STD. F CG-2 CURB WALL FENCING a Q� Qj Lu CN 6.17' Q) (Z) 24 UNITS,'`' ITS./ > ..... .......... . Lu ......... ui 4' 18'RETAINIING WALL PLIT .... ..... 48.9 3/4 8 X 51 JWITH 6' FENCE "NO SWIMMING" SIGN u co cl� N fN 4 12 GARAGES BUDDING ,4,­,"' 31' < 42.6' 51 0 9'RETAINING WALL 69!-_,11 'TYPE....,[ 8- U) DATE 162' WITH 6' FENCE 16 > ITS,.," I'X 1212812018 3/4'SP.LIT 26' 0 53' 3' RETAINING WALL 4' SIDEWALK DRAWN BY 12 GARAGES R28' WITH 4' FENCE 11 PLAYGROUND B VDOT STD. C. MORGAN VRETAINING WALL CG-2 CURB . . . . . . . . . . . WITH 6'FENCE 162' VDOT CG-12 M m CONCRETE CAR DESIGNED BY &DETECT BLE BUILDING 2 WASH PADS TO Z 19 WARNING @ C.MORGAN TYPE V S RFACE DRAIN To SURFACE (TYP-) TORM (NO ROOF) m CHECKED BY 22 UNITS 4' B /--VDOT CG-12 RAMP& 1 3 STORIES R4.5' 6'SIDEWALK R28' M. BOWSER DETECTABLE WARNING 49.91 6 GARAGES J SURFACE (TYP.) R4. SCALE ROUND A 1 11 301 PLAYGROUND :7 MAIL KIOSK ........ ....... N, 3 "k 4' 6. 2 18' .474. 91 7 . ..... -1 ­1 - "(F "tt, "IV 7�N 75' 1TYPc + 91 N NG WALL 6'FENCE TH E 10, R�T 26' ­35."..,UNIT1S*"`* Lb SHALL B R1 06' 4 N A sp 1818 7' STAL-dED 4',MINIMUM' nBi JT. j BtALbfNG C�y 51 INTO/bONCRLTE (TY TYP 9' FBI POOL RB /> @ uo 11c d 1,930 SF 4'SIDEWALK N.) 344 PtAT G.ES HANDRAILS PER ALA 'Irro nB❑ ACCESSIBLE RAMP F,& STAIRS ;f' z EQUIREMEN IS 6" RISE (4) < VDOT STD. ui (D 51 w *0 2 CG-2 CURB R1 "TREAD % VDOT CG-12 RAMP & R4.5' > R4.5' % 6'SIDEWALK 3 N DETECTABLE WARNING 1 162' R1 51 say SURFACE (TYP.) R4.5 R4.5' 2 3 R45 0 R4' ZCUR P u @) 26' uj 69, R4.5 CUT; 9'(TYP.) 1 _.? "I fl. R1 5' VDOT STD. CG-6 ?, 91 (TYP.) ZCUR CURB & GUTTER < R1 82'-j R4.5' CUT FEE] An w 13 4- 2 B to R4.5' 9- (TYP.) RB 3 R20' 10'RETAINING TYP.) 10'RETAINING WALL WALL (TYP.) WITH 6'FENCE 18 WITH 6' FENCE VDOT STD. CG-6 11 U CURB & GUTTER 10.5'RETAINING WALL 2 9' (TYP.) WITH 6'FENCE ,6 BUILDING 8 AM 0 VDOT STD. VDOT STD. CG-6 6 69! TYPE 11 _j CG-2 CURB CURB & GUTTER 6'SIDEWA cl� 0 28 U.N)TS18 4' 1-1 ZCURB CUT LL 61 14 SPLIT" ..3 T ..WALL 11 REf NING S­ @ WIT 5" RISE H 6' FENCE` 7' "TREAD 6'SIDEWAL BUILDING 7 3 0 TYPE VI TACCESSIBLE RAMP W/ 'CLEAR SPACE MUST BE MAINTAINED re af 4' Ll�j OUTDOOR SEATING AREA - 2.8....,UNITS HANDRAILS PER ADA AT LANDINGS ON BOTH SIDES OF EACH REFER TO LANDSCAPE ui REQUIREMENTS SIDEWALK RAMP, AND 4' CLEAR SPACE MUST S ETS FOR DETAIL R60' "/34,. 2 go BE MAINTAINED ALONG EACH RAMP RUN. RI 5' DOT STD. w 1 0.5'RETAINING WALL LANDINGS AND RAMPS SHALL REMAIN FREE go . . . . . . 711MAk",-�F RO NT WITH 6' FENCE ION _bETBACK OF OBSTRUCT --S SUCH AS LANDSCAPING 2 CURB,:: Lu/ / J,, OU. LDINd,;' AND HANDRALS (T�'O:) Will R' co cn N 6 ;5 MIN" FRONT 144' ILDINO 'WfTH.6.'FENCE t A." ;BQ SETBACK uj . ...... 10'RETAINING WALL BUILD w", - TYPE R1 5' . ..... . 10.8. RETAINING WALL z ..... . 2 -8 itS, U-N-, ....Wff� 6'FENCE. GRAVITY ... ....... .. WALL; ASSUMED DUE TO ;,,3/4 S>PLIT:,,-,­­­-, A4 PROXIMITY­TQ. BUILDING (DESIGN VDOT STD. CG 6 155'.---` BY"bTHERS).,.., JOB NO, F- 3'. 5- 115 LR 15 /11' IT7 5 UTTER CURB & G 42297 Al MIN. SIDE ........... SHEET NO. ING SETBACK C4.1 4 21 5 3 :I E STRIPING LEGEND 0 24" WHITE LINE WITH 48" SPACING O.C. 24" WHITE STOP BAR F31 4" SINGLE SOLID WHITE LINE M 4" YELLOW FIRE STRIPING LINE STOP SIGN (MUTCD R1-1) VAN ACCESSIBLE DISABLED PARKING SIGN(MUTCD R7-8) [—C] FIRE LANE SIGN SCALE I "=30' 15 vu .1 m S. ­5 3..2, 1.4 % ENTRANCE GATE ------- ....... ------ ARM WITH KNOX BOX .......... - ........... E\i ....... ........ .. -v, . ............. t A v .. ... ........ .... ....... wl .V -,V V, __J/ .. ...... 4/ MATCHLINE SHEET G4.2 R75' -\V q/ GRASSPAVE OR APPROVED ....... EQUIVALENT PERMEABLE PAVEMENT PRODUCT, CAPABLE OF SUPPORTING EMERGENCY VEHICLES (75,000 LBS MINIMUM) I , I ENTRANCE GATE ARM WITH KNOX BOX SIGN TO READ "GATED ACCESS - FOR EMERGENCY R35' VEHICLES ONLY" 10'RETAINING WALL WITH 6'FENCE - R1 5' R1 5' ............. INSET 1-1 5'SIDEWALK 3.5'VERGE VDOT CG-2 1/41-1: VMIN. EXISTING TRAVEL PROPOSED 12' TURN LANES LANE RIGHT TURN LANE SECTION VDOT STD. CG-6 CURB & GUTTER NOT TO SCALE SIDEWALK N, 12' 50' 12' COMMUNITY MONUMENT SIGN ........ ..... ....... . ..... ......................... . Al I-N ..... . ................ ­..__1_ -f INSET 1-2 STREET DDRESS SIGN '—LIMITS OF MOUNTABLE 32' CURB A / PROP95SED 1910' RIGHT URN LANE WITH 100'TAPER ;T �z 0 R40' VDO STD. CG-1 1 ENT NCETREATMENT NOTE: ALL EXISTING PAVEMENT MARKINGS ERADICATED IN BERKMAR RIGHT-OF-WAY SHALL BE REPLACED IN -KIND BY THE CONTRACTOR, AND ARE SUBJECT TO APPROVAL / ACCEPTANCE BY VDOT INSPECTOR. RETAINING WALL NOTES ALL WALLS ASSUMED TO BE SEGMENTAL BLOCK WALLS 'q I$ / WITH TIEBACK GRID LAYERS UNLESS OTHERWISE NOTED. FINAL WALL SYSTEMS TO BE CONFIRMED WITH WALL ......... . I_,..j1 DESIGNER. __I/ ............. ...... • RETAINING WALLS IN PROXIMITY TO CEMETERY ARE TO BE CONSTRUCTED IN A MANNER THAT SHALL NOT DISTURB MATCHLINE INSET R75' iiz THE CEMETERY. EXCAVATIONS FOR TIEBACKS / BACKFILL ARE TO REMAIN OUTSIDE OF THE CEMETERY LIMITS. ANY UNEXPECTED CONDITIONS DISCOVERED IN THE PROCESS OF THE WORK SHALL BE COMMUNICATED TO THE OWNER & ENGINEER AND ALL WORK IN THE AREA SHALL CEASE. GRASSPAVE OR APPROVED . . ....... EQUIVALENT PERMEABLE PAVEMENT PRODUCT, CAPABLE OF SUPPORTING EMERGENCY VEHICLES (75,000 LBS MINIMUM) I I ENTRANCE GATE ARM WITH KNOX BOX SIGN TO READ "GATED ACCESS - FOR EMERGENCY VEHICLES ONLY" R35' 10'RETAINING WALL WITH 6'FENCE R1 5' ❑ RI 5' ................. I n-cl... ...... 18, -1-T @1 17 LIMITS OF 18, VDOT STD. MOUNTABLE CURB 79. (TYP.) CG-2 CURB 4 VDOT STD. 26'(TYP.) (TYP.) GUARDRAIL ........... I ..... ............... ........... ... .... .... R1 0' R4.6, 12.3' r-7An 18,7 9'RETAINING WALL WITH 6'FENCE - OJ6 ­18"4­26' 9. 2' CURB CUT R4.5 MR4.5' I if._�Q 105RETAINING WALL WITH 6'FENCE >;r r 12 O ...... . ..... R4.5' R45 20'MIN. REAR BUILD_\jI I �---- ING SETBACKCURB &GUTTER W, DOG PARK FENCE TO BE THIGH W1 18" HIGH "PUPPY PICKETS" (SEE DETAIL ON C4.5) SCALE I "=30' 6 3'0' L L6, SIDEWALK 48.9' 4' 19'RETAINING WA FBI r WITH 6'FEN( BUILDING to 2 TYIPE 24 P-N IT ©� i .� 3/4 i'SP BUILDING 2 12 GARAGES @ @ TYPE V 22 UNITS VDOT CG-12 RAMP & 3 STORIES DETECTABLE WARNING 6 GARAGES SURFACE (TYP.) 0 1 046 r-Bil 174' FBI 1A 3 --7 Ir18 9174e' 1 14'4' Tj- OP Wj U R ElOWSEM Liu. No. 050951 5122120 4)' Ln E CN CN u 0 m CN 0 E E Lu F- E L U 46 U Ly U. C) 0 C) —4 m=, C5 UJ Lu w 0 Ln z) 0 Lc) CL u O Ig 90 3: U- uj 0 u C) U) lu 5 Ln 0 F- cu C) U) �_i V. :2 p = N > uj 0 "t ca C) -4 00 U) to C) _j C) uj U) U) C4 cx. 0Z) ca u U, Q� -4 (j CQ (j) Pz, vu') � F_ o Lu (71 moo N N > Lu Z) `Z u < c-, E 0 DATE U-) 1212812018 0 DRAWN BY C. MORGAN DESIGNED BY C.MORGAN CHECKED BY M. BOWSER SCALE ill = 50' • I.0' TAINING WALL 'SIDE I I !�E 6'SIDEWALK 4 H 6'FENCE 32.2' 53.6' Vl. ...... .... zq L uj R1 5' 2 oC era MLM VDOT CG-12 RAMP & R4.5' > DETECTABLE WARNING f RI 5' SURFACE (TYP.) z..... .... R45 0 R @) BUI1 9 < u 9'(TYP.) ui TYP? I I I 9. (TYP.) U N IT"S 24 C�yv < R1 82'-J LITI/ .............. 4- 34�'ap UJ m 12 GARAGES,, 10' RETAINING WALL WITH 6'FENCE u > 10 BUILD TYP 28 lut. < 174' 3/4 S v/ ui Iv < j 0 v / [C] 15- uj R60' VDOT STD. uu CG-2 CUR UJI RETAINING WALLS TO BE DESIGNED 4 e BY STRUCTURAL ENGINEER. DOCUMENTS TO BE PROVIDED . ...... /.-., UNDER SEPARATE COVER (TYP.) uj z _0 x VDOT STD, CG-6 30B NO. CURB & GUTTER X-1 5'MIN. SIDE 42297 DOG PARK BUILDING SETBACK 7140 SHEET NO. 3,400 SF 03V C4.2 60, RUf L 118 VRETAINING WALL WITH 6'FENCE NOTES-. 1, TW, 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 PAID FOR AS RADIAL CURB. THE DEPTH CURB. MAY BE REDUCEO.AS_MUCH' 4, H D .H OF RASED AS MUCH AS AS 3" C15" DEPTH) OR INC H THAT THE BOTTOM *C (21" DEPTH) ORDER T 3 i- WITH'�T TOP OFA 0 B WILL OIAVOEHE COURSE OFT(iE PAVEMENT SUBSTRUCTURE: OTHEP,WISE THE DEPTH IS TO BE 18" AS SHOWN, NO ADJtIS'�MENT IN THE PRRIC£E BID (8 TO BE MADE FOR A DECREASE OR: AN WGREA,5E IN DEPTH. 5 CG'2 IS TO RE USED ON ROADWAYS MEETING APPEREQUIREMENTS DIIXUA ]OF THEFOR OROT ROAD DES" MAS SHOWN MUA-: N THE SECTION ON GS URBAN STANDARDS, ACCEPTABLE ALTERNATIVE IF CURB iS EXTRUDED R SURFACE. BASE SUBBASE REFERENc£' STANDARD 6" CURB ROAD AN BRIDGE STANQAROs tOS REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 2Q1 O1 A P_RPAtS5:8I.F. .CONSTRUCTION .lit.S OQWEL;13" LONG: a 12" 0- C, JOINT t •r JN 1 T �t MP.X MAX 5 5,. TRPr!$MW4 GUTTER? PAN SLCP.E. -�• A TO 20A THROUGH RAMP: LENGTH ­`R1•1"ITiON GUTTER PAN SLQPEL GUT -TER PAN MAXIMUM SLOPE 20-1`EJ 20t THROUGH RAMP LENGTH. t ----_��_. 6_Q -'Min -- ---' Mcn_---: SACK OF CURB f27 )dPX. a !8.1:kSAc, 20: t _--` -..-....--•I SECTION A -A . PFRM$$iBLE C 7F1S F gIJCTION J( NT T?. r SECTION B-B NOTES, E. F. '`T '1 NI URFAC S 'f. -'. I OF �, 1 GENERAL NOTES N it+� 0 TE... AB W.R Nv S EE £ FOR GE _ AZ ) £ O E Z. TEiS DESIGN TO BE- USED FOR CMISTRUCriUN'HAT INCORPO;•iA{LS NtUER SIDEWALK, ,_MFOING t4.WJDE• REUViREO AT I.OP Or CUR. fO,AP. MINI?AUM CURB RAMP LENGTH 8 FEET FOR tiEW CONSTRJC7?QN. C: •t SLOPE • 1 T TH R P : P Ntti.' T f -R .PAN SHALL AX: L�f E OF 2� A E . AM 0 E G. 3 .. GUT E S ALL BE M MUM S 4. OIAGONAL PLACEMENT IS NOT PERMITTED. ��• fE31 �L YL N TYPICAL OES C 4 TYPE A WITH BUFFER STRIP EXAMPLE INSTALLATION METHODS SEE PLANS FOR LAYOUT IJ II TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION WITHIN" CROSS.WALK.. . WITHIN CROSSWALK tWiTH BUFFER STRiP) SPECi1 CATION A COPY' OF THE ORIGINAL SEAR:: D AND SIGNED DRA,YPNG !S ON. rk.- IN: THE CENTRAL. OFFICE. 1L1lDC1T REFERENCE cc--12 DETECTABLE WARNING SURFACE RQAO: AN4 BRIDGE "&txlgATiDS 05 TYPE A (PERPENDICULAR) APPLICATION REvtsIQN: Dare SH?ET 2 OF 502 5U4 VIRGYNIA DEPARTMENT OF TRANSPORTATION 04'.119 2D4,02' CG41 NOYEC WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COLIERCiAL ENTRANCE I THE CROSS SLOPE SHALL BE 21 FOR se I A WIDTH OF 5 FEET. A-� xxSTREET APPROACH SAME SUWACNG GENERAL NOTES (RADIUS TO BE AS I AS MAINLINE ROADWAY (SEE NOTE 31 SHOWN ON PLANS) 55 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR CG CURB FACE ON THIS STANDARD IS TO - - - - - - SHOWN ON PLANS) j7j7HE BE ADJUSTED TO MATCH THE MOUNTABF_E CURB R G-6 CONFIGURATION. tG-2 NTC ` t---- 2. SEE STMIDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD, �SI(SEE r I - - - - (SEE i_ NOTE 5) I OPTIONAL UNPAVED SPACE FLOW LINE•3 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE __ to ---ru -{---- R/W LINE (EXCEPT Y SUBGRADE STABILIZATION REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER _ SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS tJ+ MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CA 40T ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICFATEO HEAVY TRUCK MAIMNE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 1O1PARABCLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULO BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE GRADE CHANGE - p 6. PLANTS ARE TO 1NOK;ATE WHEN CONSTRUCTION OF A FUOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLNE ROADWAY '- -'---' -' '-'- -'^ -'- - - - - NOTE 7) THE ENTRMNCE. 4X MAX. 0 7. THE DESIRABLE MD MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE -"^--- '0' ARE LISTED N THE ALLOWABLE ENTRANCE GRADE D TABLE, THESE VALUES ARE NOT APPMABLE TO STREET CONNECTIONS. MI 20' MI NIMUM FOR COMAERCIA ENTRANCE INTERSECTION NOTES e. WHEN CG-111S USED FOR STREET CONNECTIONS THE CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A SIGHT DISTANCE AND K VTHE VDOT ROAD ALUE REOAIA'REMENTS. STOPPING S. WARPING OF MTO DRAINAGE 4" PORTION OF OF GUTTER PROVIIDDEE e ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 .>. . e. • e. • 6. "" - CONCRETE SECTION C-C ENTRANCE VOLUME GRADE CHANCE •D" DESIRABLE I MAXIMUM HIGH MORE THAN 1500 VPD O % 3 z MEDIUM I 500-15DO VPD 431 6 % Low LESS THAN 500 VPO 5 6 % 8 % NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION METHOD OF TREATMENT lVDOT REFERENCE ROAD AND BRIDGE ST,ANOAROS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 '.203.04 7� CG-6 NOTES I.. THIS ITEM MAY BE PRECAST CA CAST. IN PLACE, CQNtTE TO BE. CLA$5 A3 :FF CAST N PLACE, )RP SB ?F PRECAST, 3, COMBINATION CURE &. GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE, OF: CURB). SHALL BE PAID FOR AS RADIAL COMBINNAT1Ot CURB & GUTTER. 4.. FOR USE W1 STABfi.NZ O OPEN GRAc D DRAW ' AGE LAYER THE BOTTOM OF THE CURBIII IrUTTE €L TO TH£ SLOPE BE CONSTRUCTED PPRALL THIN. f.T. O T DEPTH -OF OF SUBBASE COURSES T Htf THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE QF CG-g IS BASED ON ROADWAY CLASSIFICATION AND DESIGN. SPEED AS :SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS UR13AN STANDARDS. TVAS.AREA MAY BE. CONCRETE AT THE OPTION OF'TH€.CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL. Tq THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED.. SPEC1FlCAT10N : '�V00T REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIOOE STANDARDS 105 REVISION DATE SHOT 1 CF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.0� As DOWELS;8` LONG �" PE�FJo $18-E . AT 12" Q C Cgr1STRIJCTION 5'MINd Jq,!NT I IN iz AA"r., 12;I..MAX MAX ''. -� �fr) �. ,1; _ s. _ t r . , .cJ • RAMP ! RAMP WITH BUFFER STRIP b (St_ CAGILY SSEE TABLE, TO 20:ftON OU53H FAN SL(1PE ///•/ �! TO' 20:t THfiOUCti RAMP LENG'EH - G. ; 5 ,,t : T- P :,�i 12ot. AtAX.. TR�NsFTiG�. GU TER AN SLOPE TO 20:1 7HROilGti RAMP LENGTH_II HER PAP! MAXIMUM$lDi'.E 20:t „ �. 12 i MAX�.� N ._= sFiAPE MMATCH FACE, OF ROADWAY CURD WITHOUT BUFFER STRIP RB BACK'GF CU48 -I M M� , 20'1 AB ..sMax. ' EXAMPLE INSTALLATION METHODS < .SEE PLANS FOR LAYOUT .. V MIN. s oFe an:f uu(. �AECTICi1 A --A .. !aver.e a8•-fMtit. SkCfP DETECTABLE 'Wa&YiNG SURFACE IN CU.>fRUCTION. •� . INY • ^..;. _. CROSs"e, aEC.TION 8=8 c NO i"�a LOPNaETE cuI(t ONE DIRECTION rrT s ONE DIRECTION WITH BUFFER "STRIP I. i-'R R _ N T DETECTABLE WARs1 "RNA �% G. GEE Ak .1J £ G HE WARNING SURFACE, WITHOUT BUFFER STRiP Et 'HEFT ?OF 5 Y N i r rIY� He R O 'IY.EQ LE JG N 4. Pr•T{A1i'.EL R.VMP IS L A ED: '0 75 FEET ! t SS (J TH $ r• I AEGAf{pLE. l,7rE '�P- 'tN0 ,i :UTTER ASHP.t BE A: NAXIM' "P� OF 20 TAT ,E.c RAMP L EN, C N L JM SLOP,-- r 4- I'fNGONA.L PLACEMENT :5 NOT PERMITTED.. .. ...... T' TYPE .B PARALLEL. APPLICATION ROADWAY GRADE. N FERCtNT A4NVAC M t2:AFAP 4ENG.lti.. IN FEET 4 "CURB b'• CURa. 0 4 b 1 5 7. ............2 ....... . 5...... ....:8....... 3 6 8 4 a 1't 5 10 15 6 td 5 CURB p. 4NC8 "f% � ll CROSSWALK ^ TWO DIRECTIONS SMALLER RADIi s;RQs "LK WITHOUT BUFFER STRIP TWO DIRECTIONSS LARDER RADii' WITH BUFFER STRIP AW : -.. .F -, Oa �f^ If'� R.V 1'fNr .�lP�I N A .Ef � 7N N/i](MI J CC r UE THE ORtr•NAL SEALED AND S.,.NEO 0... 1Nc, 4_ . 1 .HE C .IR t r . CE, SPEFERIENUE 1 REFERENCE ROAD .ANORRIDDRD GO-12' DETECTABLE WARNING SURFACE SWEET .3 OF REVIstoN DATE TYPE B (PARALLEL) APPLICATION ':65. 502 204.0:3 .Da.,�tq YiPGINIA DEPAR1ME1,11' OFTRANSPCRTAT;UN 504 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING x EDGE OF EXISING PAVEMENT SAS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE -- - - - - - - - - - - - - -- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AD REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 Yz INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) z MINIMUM 12 INCHES OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES PAID BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT, SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE PAID THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF II/z INCHES AREPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAVED BY THE D ENGINEER. 5. THE ENGINEER MAY REWIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. 1VDOT ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD PAID BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION CC•1'Z NOTE: COiAPONENTS OF CURB RAMPS CONSIS' OF THE FOLLOWING, . HYL'RAULIC-CEM;NT SIDEWALA (DEPTH IN, INCHES, AREA IN 5CUA4E, YARDS) GENERAL NOTES CURB ViHet3 R.EOQIREO"(CG•2 OR CG3 IN LINEAR FEE]) DETECTABLE WARN)NG SURFACE (AREA N SOUARE YARDS) f, THE DETECTABLE 'WARNWO SHALL BE PP.OVIVED Ov-FRUNCATEO OOW£ . En N qF THE ABOVE ITF,MS tj A SF_PARAfE FAY ITEM AND. SHGIAD t MARI' OR "A R UT RAMP. B£, JA .ZED EACH CURB C 2. A ! DETECTAD04 OFJ?T1H bECIFfr PRCO(FOR. Q-12 MEET tf-tE REARM N.NYS OF SECTUQN 04 OF �THtE SPECIFFC'ATW tS FOR GU•F2 DET G-?OLE -'WARNING-$URFAC)=, Sr_xririK--- <A11:' 12:1 IA Ak: UECFCTABLE WARNING $UFACE PR:ODLIOls USED .SHALL BE FROM THE MATERIALS 44.I MAX _ MPR04t.0 PRODUCT LIST NUMBER' 72, p• ` SLOPNiG SIDES OF CURB RAFAP MAY BE POURED MONOLITHICALLY WITH RAMP• FLOOR OR BY USING PERMISSIBLE CJNSTRUGTiON NOWT -WtTit REQUIRED BARS.. .4•-�� 4, R'GURED BAR" ARE: TO BE NO,5 X 9 PLACED 1'CENTER TO CENTER ALONG . C SDES Q tE R dP FLOOR,MID OAP CF RAMP FLOOR At.,IM M CONCRETE COVER MAX' . ._ 5.RJAA:CIRBW•tRB X49 GLITTER SLOPE TRA1$ITIONNIa ADJACENT TO G+aRt3 TYPE .A 13AMPS ARE INCLUDED 1N PAYMENT FOR CURB: / CURB, AND GUTTER. PERPENDICULAR q q p RAMPS. ARE R t tR FC R I VJ ,L Al A• L>Atkt°' H tt TH F CL P.. EJ. R ) 5Q AL S- fi H R 0 U f E W O 4 F3 E I k E J. .. F t :c T t C RAMP, H MATCH AK VlI T W -Nl RAMPS ^I r THE uCT aM SHALL TC USE OATH, D. H Nr CURB RAMS BE TH CONJUNCTION D U A SHARED USE PATH 7HtE::MINNUtd: trlQrH SHALL BE THE -_- `--- ' OF .H_ ,HARED U5F_ PATtI DETECTABLE WA.RNING5 'SHALL EXTEND' THE FULL 'WIDTH OF THE CURB RAMP LANDINU FLOOR. 1?:) MAX- , H, -rURD RAMPS W11. 8E IN Trd.(ECB AND LOCATED WITHIN EP_$LPoAN CROSSWALKS - - _..-------"-""-"-"~ AS SHOWN' ON, PLANS OR AS DIRECTED BY THE F •tfltlE:l? CURB RAMPS SHOULD . -. NOT BE LOCATED BEHIND -VEHUL, F ICLE STOP LINES, LIGHT PESRE HYDRANTS, CROP' - (NLETs.eTc: TYPE B 9,. RAMPS MAY U PI-`CEV ON RADIAL OR tM+OENTIAF. SEC-l'ONS PROVIDED" THAT PARALLEL THE CURET OPENING 1S PLACID- WITHIN THE,. U&M9 OF 1HE CR,3.:S.W'ALK AND THA HE SCOPE AT THE CONNECTION OF THECURB, OPENING 15- .1��li J , /ti •',y.� PERPENDICULAR TO The CURB �,� v ,�a,F' �• ; , .i �` �: tl). DE 4CTABLE WARNING `a.'4RFP E P E a St1ALL BE 145.1A.LIED FLUSH: 'WITH -.�i/ /`%, �'.�'. x t2-190 ME BACK OF CURB. 12i1 MAX it, 'VP. RE CURB RAMPS ;N7 R ECT A RAOIN- SECTION OF CURB AT ENTRAT:fCES - '\"� ••-J _ OR STREET CUNNfr• G. xx ' i 1 TOR E THE: DE.t GFAFSLE WARWh SURFAC€ SHALL WAVE g•!A(N A A(:F,C(R'r RADIUS OR LE firtLD-MJOIF 0 AS RECOMMENDED BY THE JAMUFkCTUR£R Y0 MATCH THE BACK Q CURS SEE CG-12-INS PAGES 2O4,f>6 AND 204,07 FOR METHOO$ OF INSTWLItiG DET.0 Af3'oE -WARNINGS ON A RADIUS. A• WIl 1, EJUE OF PAVEMENT AT , S•MsE A.S'TOP OF CURB :. TYPE C PARALLEL & PERPENDICULAR TRUNCATED COME -� �_,_.__.--.r•f3a /fff"fT U O O C� f}' C.1 O. -rz 000:0 Q00n 0OLO '.. 0 O O O 0 0. 0 0 0 U O: O cr- LANCING RPti1F' \j O !O 0,0 O 4- O O 0. 0 0 0 0 P. 0 Q ! T. ooca aiJoeoisoonnrJ- `,/� D/ 651: 0 A E DIAMETER OefECTfBLE VIaRrING� �- J 0 AT BACK OF CURB �� .� �'- O,S 14 t VAt?U.DI FULL SYID.H OF F2AMt> fi*NOR SEE NOTE. n.---- ""•�-- -_ PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A. RADIUS DETAIL DETAIL vQaT A COPY Of. THE Ef{i+dvAL SEALED At.R S)GfiC-{1 pRAWItItS FS OPl €ILE IN THE CEP±TR/y F°BfIGE. SPECIFICATION CG-12 DETECTABLE WARNING SURFACE �EfERENDE. 1i(ieD AN.) BRIDGE srArFariDs 4tE ] 1 Dr" o RE!.sHDN naTE (GENERAL NOTES) qs 502 VIRGINIA DEPARPAE'NT VF- IRAN'PORTA.FION 504 A •cam P„`. h , 'p i, i--Rp.i$SIcLE CON: ]'. - .5 MIS.' JOINT .♦`5 .�..' ����� '-' 1, r 2`TJId,. .-F -. .. --ct-- AT M 2 HIGHER THAN SLOPE pPAVEMENT1RANSffON UTTER PAN E AT �KX, 5APSE AS TOP OF CURS'. A. 6UT.TER F.AN MAXIMUM SLOPE 201 TANGENT PLANMM R t2:t R!Xt4 k 5' A § J r SHAPE T0: MATCH FACE'_ \oF ROADY A'I` CUR8 2! 0" MC.T, 1 5-0- I D (N Af 'K 2" HIC HER THAN BACK. OF WTREi t2> f M4kX. - 48: f. ' - FDGF OF P'AVEMEJ'I'T 2D:M : t 44 I MAX. i • AT / : SAME ay Tq'P aF' C RB SECTION A -A V) U 1_ + V TLL C PARALLEL & PERPENDICULAR APPLICATION ._. .ROADWAY GR DeFEE IN PERCEt1T a G (t N M tr RP..L E PFFEF 4' CURB b" C'JRat D # 4 2 5 2 3 5 3. 3 b 4 4 B 5 5 10 b , 14 F 13 15 4 15 5 nn Ii r,Ro85WtiLK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER ' H .STRIP NOTES: T,. FOR CENERPL, NOTES ON THE DETECTABLE .WARNING SURFACE, SEE. SHEET IOF 5, "tiE SLLECTION OF GUR[i TY,>c AND THE HE t;I()N OF: THE BC:fER SiRit> MAY VARY t MFFT EX1SfkC; FIELD ;CONDITIONS AND :ROADWAY GEOMET.RICS PROVIDING THE D;MENSiONS AND SLOPES ARE A3 NOTED 3 HIS COMBINED (PARALLEL & PERPENOICULARY.OES:GN CAN BE USA WITH ADJOINiNO FILFFEP STRP. LANDING AT ROT Tt'k/. OF TWO SLOPING SIDES W TH a X 5 JAN .DIMENSIONS. !HE at'ORT PERP NDIC:1LAP, RUN TO THE STREET OCAN)BEL PROTECTED BY A LANDSCAPED SETBACK 0R CON.tEC-FED '7U THE SIDEWALK- WIT H A WARPED SURFACE, 4 GUTTER PAN. $HIV L BE A MAXIMUM. SLOPE: OF 20:f AT THE RAMP QPENINO• 'THE t?LGu1RtD iENriH: OF A PARALLEL RAMP IS 5.- D;A( ONN, Pt!?f:E?A_NY I; NOT PERMITTED, UM(TED t0 35 F•Ect,,RECA:RDLESa OF THE SCOPE. :SPemIEN „DIN A. COPY OF tkiE. 0�21CthAL SEALED AND S,,,ttE4 ORfiWIPNG iS. ON FILE N THE OEN7RAp. OFFICE.. VCOI -i-• REFERNCE GG-12' DETECTAB. _ WAARNING SURFACE .. .., I~ ...... RCAF? AP1D BRIDGE STANDARDS 05 TYPE C (PARALLEL & PERPENDICULAR) APPOCATiON R Yl,l�ra DarE sHF�? cF 02 ViR044A.OEPARTMENT OF TRANSPORTATION 04i1.9 2Q4:C4 RESERVED PARKING Gk 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 RESERVED PARKING PENALTY, CONCRETE. VAN $100-$500 FINE, ACCESSIBLE g TOW -AWAY ZONE ABOVE FINISH DENOTED AS (STD.) PENALTY, GRADE $100-$500 FINE, 6 TOW -AWAY ZONE DETAIL PARKING SIGNS tE FINISH FOR THE DISABLED DENOTED AS (V/A) GRADE NO SCALE GA TES SHALL BE 2" GAL VANIZED PIPE (WELD SEAMS AND PAINT W/ GALVANIZED PRIMER AND PAINT) 24' * WELDED U-BOL IS 6" CAP W/ CHAIN AND PADLOCK 6" POST (GAL VANIZED PIPE) 11' 11' 4' PER PLAN ,. 4' 6,N EMERGENCY ACCESS ROAD GATE = �.;:_.: " f NO SCALE DIAMETER * CONSTRUCT GATE STOPS TO HOLD GATES IN OPEN POSITION S TEEL BRA CKE IS CONCRETE FOOTING NO PARKING FIRE LANE STOP TOWING ENFORCED VDOT STD. "NO PARKING MUTCD: R1-1 FIRE LANE" SIGN STOP SIGN SIGNAGE DETAILS NOT TO SCALE CONCRETE WHEEL STOP, DETAIL THIS DRAWING * FLUSH EDGE OF PAVEMENT 18 (INSTALL RAMPING PER PLAN & DETAILS) 4„ 4" DIAGONAL STRIPE 9' - I 1. 9' _ 9' --I NOTE: FINISH GRADES SHALL NOT EXCEED 2.08% IN ANY DIRECTION 97 WITHIN HANDICAP DESIGNATED PARKING SPACES AND LOADING AREAS TYPICAL HANDICAP PARKING DETAIL 1 n R= 1/4" • CONTROL JOINT SPACED T A - [-� 1/V•" 1 - AT 5' O.C. EXPANSION JOINT EACH 20' • MIN. WITH PREMOLDED • EXPANSION FILLER, SEAL WITH SILICONE SEALANT 4" CONIC. 4 x4 -W 2.1xW 2.1 WWF 1/4" x 1/4" SEALANT 2 1/4" CONC. WALK--.,,, A • - "COMPACTED SUBGRADE CONCRETE SIDEWALK SCORING DETAIL NO SCALE 7-1/2" ANCHOR WITH 5/8" REBAR I I EMBEDDED 24" IN GROUND (2 PER WHEEL STOP) I u PRECAST WHEEL STOP DETAIL NO SCALE TOP OF CONIC. WALK rl 4"MIN. 13' VDOT #21A STONE BASE UNDER CURB & GUTTER 6" I 6" 1 2' NOTE: THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3 PRECAST, O E CLASS A . IF PR E CONCRETE T B IF CAST IN PLACE, C , Q CONCRETE TO BE 4000PSI. DETAIL CURB CUT R 11, _..,r30wSE-, Lis;. No. 050951 . P 5122120 gA a�ry JJSs� �T T 1�_5k °"1FH:�i �aV AL 1 H'IJ r In r4 m o f V In > E _0 E W C ~ E Q Lii v ?+ pb-42� C) 17C LL p < 0 O 40Lu )"1 a tW- aJ Ltn o O a j J zoo cC lv w a 0 3. u- p U o n Q In 1-L Q0 (v C 5 O k j 70 N 'o � Lu c O aC Q U Nn� oV)o Z _I V) ti Q O CQ C�•i Z)VV)CQ to n : ©% O vi cl, T � V)!ia�� w O _ Z 4. � .I U�O� 0 ,u^ v1 /C�Q +1 p W o 0 W CZ) 0 u Q I j N N < *i Li Z O I DATE U) n 12/28/2018 DRAWN BY C. MORGAN } DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS I s H (131 W H V / oC=� O W r _jce III < C6 uj m V/ W I_ �Ho 000 I aV) I~^^ H ce<O <W O ce- uj JOB NO. 42297 SHEET NO. C4.4 17 N 0 C c U) D ca (0 ca N Q. O N O c (D �O X3 Ti U U o- 2 Z a) O 22 0� c a O a r- c W cu D8 D c �In Z In D2 C1. g x v 0 O CL 0 `CL rn N C > Y U N ,_ U U +5 2 P in (� o U �o E U @ O C5 -o :a -U � 0 C tQ -02 c r_ w in 0 � U l9 O �a �E [ PRECAST CONCRETE WALL CAP SOLDIER COURSE METAL TRASH CHUTE BY TRASH COMPACTOR MANUFACTER OPENING FOR TRASH DISPOSAL. TRASH LEDGE TO BE ALL BRICK. CHUTE SLOPE LEDGE TO FRONT METAL FLASHING SET IN SEALANT S L -ADHERING MEMBRAF E FLASHING SOLDIER COUC E TRASH •z- COMPAC OR -- :: r /\\/\\%\\%\\%\\%\\%\\\ / // // // // // // // // // / \\/j\�/j\\/j\�/j\\/j\\/j\\/j\�/j\\/ COPE TO \\//\//\//\//\//\//\//\//\//\//\//\///\//\//\/ o \\\\\\\\\\\\\\ 2'. TRASH DROP CHUTE SECTION NOT TO SCALE NOTE: REFER TO STRUCTURAL PLANS FOR FOUNDATION DETAILS. ALL TRASH ENCLOSURE DETAILS WERE PROVIDED BY ARCHITECT AND ARE SHOWN ON THESE PLANS FOR REFERENCE PURPOSES ONLY. MASONRY COLUMN WITH BRICK VENEER WHITE VINYL PANELING (TYP OF ALL SIDES, INCLUDING GATES) H H o. TYPICAL ELEVATION NOT TO SCALE i NOTE: ALL STEEL HANDRAIL TUBING FOR PROJECT TO RECEIVE POWDER COAT FINISH OR 10—YEAR EXTERNAL PAINT. ALL EMBEDDED PORTIONS MUST RECEIVE FINISH/PAINT PRIOR TO INSTALL. PRE -CAST CONCRETE — WALL CAP SOLDIER COURSE END BRICK TO BE SOLID RETURN BRICK INSIDE OPENING FOR TRASH DISPOSAL FACE BRICK FLANGE PLATE CONNECTOR 1;/2" TUBE STEEL RAILING - 5'-0" X 5'-6" CONCRETE - LANDING TRASH DISPOSAL LANDING HEIGHT TO BE DETERMINED BY TRASH CHUTE HEIGHT. SEE TRASH COMPACTOR MANUFACTURER SPECS. FOR TRASH CHUTE HEIGHT. 5'-0" OPERATE TRASH COMPACTOR MUST MEET MAXIMUM FHA REACH DISTANCE OF 48" TRASH DROP CHUTE ELEVATION NOT TO SCALE \SCALE: 1 "=5' j ACCESSW RAMP W/ HA N-RKAILS PER ADA kEQUI. IREMENTS ���ALTI Op M wj Lis,. No. 050951 512 212 0 O , i,, �QNA-L — ia& Ln E N N u M V3 N C > E W � C E 3 3 QQ W v 3 ow Lu u• o aO CD,-� W W [M W aa�a q;Ln f_1 0 T �o3,u- V -?� O fo O V) a fn L a3 0 vO O N O � m O r{ 00 O H 0 Q H 0 W W_ 4 Z O H U) H 0 fi z 0 a � Q H^^ '' U) uj Q Q N� ^ ^ 0 U) zi w ZOO\Q�U O ~ug ti Z) V) V) Q, m OO O L p O p O ZCQ Lu � o 0 'Z 0 W ON\y N � DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS i f V / f f ZQ H � z L H - ui '< O L CL _1 < < 66 W Lj m J L f H v Q lY Vf H Q W U) i O cy- Wm W JOB NO. 42297 SHEET NO. C4.5 i am I, n■ Page 6H-14 April 2015 1)Tical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) Nt)T ?5 Standard 1. For long-term stationary work (snore than 3 days) on divided highways having a median wider than 81, sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), 3: r` S N even though only one shoulder is being closed. For operations less (:ban 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and aEf f r 1tCbJ€ S <£� aCEi (yY1�pR) . sign shall be added to that side. Guidance a 2. Sign slracdng .should be 13Ci0 -1500' fur Gdnutad .iceess highways. For all valuer roadways, the h'sign spacing should be 50W-800' where the posted speed limit is greater than 45 raph, and 350L 500' where the postedspeed limit is 45 mph or less. Option: • r omitted 'here duvets 3. "Che SHOULDER WORM W21-5 sign on an intersecting roadway may be omrtt K emerging from that roadway will encounter another advance warning sign prior to this activit.y area. 4. For short duration operations of 60 minutes or less all signs and channelizing devices may be eliminated if a vehicle' with activated high -intensity umber rotating, flashing, iii", oscillating lights is used. Standard: 5. 'Vehicle hazard warning signals shalt not be used instead or the vehicle's high -intensity amber rotating, Hashing, �hI oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, # oscillating, lights. 6. `Caner length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit , Lane Width (Feet) m (h p) 9 10 11 12 25 .:.;... 30 135 150 5 165 1 S 0 40 240 270 295 320 50 450 500 650 600 60 540 600 660 720 70 630 700 770 840 Mlttarllum ta.... glh s<iiir t lnlit l ace s ha hvra ", shall de:1000 feet'>:-:r:i;:;is: Shoulder Taper = Y3 L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0.35 1 36+ Travelway Spacing 1 40' 1 80' ' Spacing may be increased to this distance, but shall not exceed one access per % mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way buffer ace length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 7. The bu p s g g P P P 8. A truck -mounted attenuator (TtMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 rnph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4111201.5 April 2015 Page 61-1-15 Stationary Operation oil a Shoulder (Figure TTC4..1) ';!•%•ii:!+.??!!•i:•isi:•i%:%:•%::?h:?•i:!!!•::-:::!%:!!!•iii .f.. .. fi .... .::..... },::?ter:?•%�•::1:;:: F .J.: / F.. . f.: •:: RIM, f 1 - �•f a•..r M 4 .�2 .. <.?;:;•;ill:. n.:n.;n:n•::n�::::::::n.::..:..J.:: ,:... • ) rFl , F. a✓fi:= i ! � I 1 ..... ......... l't l / h r /i ♦ - r rFIf / £k f !f M, / r{' r r j a 1 4. €l f ZfEf-il L': { !'.UV J , l I. 1 �• / f / F F t /fin U t1#� f f { yy I• �e f F ! f f > t F F !f a T�$j l- /f f l�' 3 r f � F F f f Y/ f $ /5. fY F } l h - 1A11k fE3� F1.txa111t51ra' lt.t.t,ii�l I t iI ' l 11'#€if4 t3t7#2!n ( fss1A b y+� ) .TYi' • yy Q f f F f r.rr E'shi L a`> ?iii/r!• r Ff f !S f f �•' 4JliA7VF1E f lit(3. r M............. /f li fi'1'� <. f :,.F.......... J / fIf - :::I.•, : i%?:%i is i%i i%%:: :: .:: •:: -:n:i .,.. .... " l f :: f : q: f •: f •.. is +: %: / �121 fu$ g y2 / f l f F f / r r : r F ff , Fr rf f. . y f.• . /f !iF / / f fs 1 / / -."�1 [�{� }��/-•rye}-- I� , r? r l F all f5 . f F f f ; r:i 4:•i ..... �.. :ii!•:r::i:•i; iii i:': :�S f '................ r{ '. l !: :.::. :. •:.:.:::::::.:. T". .:F 5 N.. . �: .; .�.: 5:. r .irr .,. :•: it r/••.F..;.;1.,:.iv:}:.;!:!•i"!!:•:!?•:•;•i:•ii:':%:•: l f f:• ' r/ ... Page 611-52 April 2015 Typical 1 raffia Control Lane Clostire on a Two -Lane Roadway Guying Flaggers (Figure TTC-•23.1) NO-M Guidance: 1. Sibm spacing distance should he 350'-500' where the pasted s peed limit is 45 mph or less, and 500`-800' where the posted speed limit is greater than 45 rnph. 2. Cure .should be exercised when establishing the lirnits of the work _one to insure maximum possible } � • limit ur .sight distance in uclvartc•e of tf,e. Jlrrg,er .rtutiurt and transition, based on the posted speed rm and at least equal to or greater than the values in Table 6H-3. Generally speuking, motorists should have a clear line ofsight from the graphicflogger logger symbol sign to the flagger. Option: 3, Where Ftieht of Wav or geometric conditions prevent the use of 48" x 48" signs 36" x 36" signs may used. Standard: 4, Flagging stations shall be located far enough in advance of tine work space to permit approaching distance for traffic to reduce speed and/or stop before passing the wort. space and allow sufficientd s ce o departing; traffic in the left lane to return to the right lane before reaching opposing traffic (see "Table 614-3 on Page 611-5). , ession when a All flagg,ers shall be state certified and have their certification card in their possession performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. .•%!%:;%r!fi onespacingshall be •` ':1�::5 ; ssE ::t�Eti;''�iU1 S. • 7. A shadow vehicle with at least one high intensity amber rotating, MWAM oscillating light shall be parked 80d-1201 in advance of the first work crew. Option: 8. A suppleme:ratat flagger may be required in this area to give advance warning of the operation ahead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the gtcetse of traffic reaches the BE L'RE11f11Z1:'D 'f E) SI'Of' (lF`3 4) sign then the signs r#f ; Yfresf l{F ""' 3 %`''`:ir?'t` •`: should be readjusted rat reaterdistances. #fix€ulJ1li::t�slt ..t'u...t�zttfl��e;>s�tft �•.i�.�.lZ� � s t� cl 1 g 10. When a highway-ruil crussr.•ng exists within or upstream of the transition area and it is anticipated that �, grade • s •in the x � through h the highway-railucrv.s queues resulting from the lone closure might extend t r a �g• temporan• truffie control zone should be extended so that the transition career precedes the highway -rail crossing (see Figure T.TC-56 for additional in(vrinatiou on highway -rail crossings). Standard: 11. At night, Nagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using 'a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagaer is visible to road users aWroaching I•rom both directions a single flat=doer, positioned to be visible to road users approaching from both directions may be used (see Chapter 6E), # # all '%%%':ii $:!!:i i $:!$:%i'%iiiiii $iii;: <i'•'%; �':: ::/ "% n': is%':%:i:!:i:•%: `ii%: ":%:':%ii$:vii i:i i:i"%!: :%%iii: i'G<i%!>:Y•;:i% `;$":: i^•.:i$ii:f-"f.,: `::%:$$:%:ii:%<iii�%i!"i :I;4i:%W i¢it'savt::f r-:u. tlr:ee::'at•ta#d :. esar rtr:.::>ett:aitl :::f$. I2sir. s>sig3g(tst%fn+a)lai[:.>;acztts e<;:ntl i�:%k3±t:�:d1::::#lt�::.'::''"'•i.:�1+Esl'i`'<!t�Fil�'::k`:.�JF%'; •`:!: $:!.;t.'.43'•::.:`:�t �::;::,':i:: £"::'::..i..7Y#1.. f f f / , :r:r.!::.::.::::••: :F,r!l.,fn. ?!:•%.-r.: .. �' .•..:%. .. :r. .: /.::•,: •li:;�!.i::!':.. ... :. .:. .:::,!.:.,,... ;,!.,..:. !•.>�'a#�:>f�.�<. t��#��� < �r�r:�#:%�ix:t�ri;z�i'.�t��f�t 't�l�:�€�f�:� €�:::C� •:.;s'•�, , .�.rrr<�I���%W�i< �tf - >!��<:ri�:�::3�1nt#l�`s�> ' :i>.:. �::i�%:;:::�: •,, 1: Revision 1-411120.15 55 m h 1''TRS Spacing Center to Center) April 2015 Page 6H-53 Lane Closure on a Two -Lane Roadway Using Flaggers (.Figure TTC-23.1) f$r :f /r it /.r f /r r•• /ff •� ....., :vim•. :•:.� :..: :• / :%:iii•:, :; %;.' is f.�'f:'S; • r:l •;;%•iii%iii:•:•:ii`•!ii ;: { :f:, ,. %.. r �$;• rr r : �,'Z /: r irr �.�-•--„<:.��:::w.. :.i 1r r j � `�;•;:f"t:ii: 'tn n•:�.. :i: : vinv / f , / : •'::: •?� is if. . 50'^1 4 C NC)I.tVlS �3JJtiliJ :.vl.•r:: nvn.:::::.v:: rr /r -SEE + NOTE i:. Yv. •<Si:4 1 •f.•i: irr ,• '� an zc' :$.lyh�lf hd+i. iii:%$:;i!•: \ .. SHADOW •ii%•iii%,i:•:... t ,a a� REQUIRED �i �1 -- SEE NOTE 4 '.jii%l:!•ii;%'tip.... •..J 5U' - 100" :: •r. - FIAGGEft STATION st"E NOTE z %.`• SEE J F r�lc�rrw 1 ; f s� / f n� r rr n•:rr •r{f:;::i ;fig. -. .• : / !r J•r if/: %:.: •i i:$i'i: ii .: .:.': .i:. v:'-:;.!; : r /r f .4 f /: l r::l. G :� / F ,i6iNi+itiiFH ii rye- �r <!: SEE NOTE J .f........... :. SEE �y' SFE irr r/ v. rf is%l:• 4�0 F1 l T, .,•: rr ::'ii'r!::;:i •%:.i v:::: r-: .....: ;yi.................... $f ry 'f ��//ma�yy ((yy r$ .f. .. f: NOTE1 %• ,•;:•%:,.;;:.;;:..:....:.: .:.::•iii :: ".: �fi i% SEE MDA 1: Revision 1-4t1120.15 Page 6H-8 April 2015 Typical Traffic Control Work Beyond the Shoulder Operaiian (F�'igare TTC-1.1) ND-M, Guidance: 1. The ininimum distance between the sign and work vehicle should be 1300'-1500' on Limited Access hides iw rys, and on all other roadways 50W-800' where the posted speed lituit is greater than 45 mph, and 35W-500' where the posted speed limited is 45 rnph or less. Option: 2. The ROAD WORK AHEAD (W20-Deign. may be .replaced with other appropriate signs such as the SHOULDER. WORK (W21-5 sign. The SHOULDER WORT,{. sign may be used for work adjacent to the shoulder, 3. The ROAD WORK AHEAD sign may be omitted where the work space is behind a barrier, more than 4 Peet behind vertical curb 'Standard CC;-2 and CG-6 on urban roadways or outside of the clear zone for all other roadways. For clear zone values see Page A-4 of Appendix A. 4, For short-term, short duration or mobile operatiort�`. all signs and channelizinv devices may be eliminated if a vehicle with activated high -intensity amber. rotating;, flashing, rir� oscilhuing lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead or the vehicle's high -intensity amber ;iii}: tlasiun r oscillatinglr hts. Vehicle hazard warning signals can he used to supplement rotating, faf. high -intensity amber rotating, flashing, or oscillating lights. 6, If the work space is in the median of a divided highway, all advance warning sign shall also be placed on the left side of the directional roadway. 1: Revisleu 1 - 4/1/2015 Page 6H.-9 April 2015 Work Beyond the Shoulder Operation (Figure`tTC-1.1) /IEEE f f r / r ' f ,. /Ianrr r:.:r:r.•:::::/.•: /.•: •'!•i:�Tf•r:Ji... �q•y/�. //��F PAVEMENT f` f f :�:r:•i �• J J I r: fi •:r-::::: S.•• i::#%ifi'f.•'f,Siiiii$'i$'�:: ii'. S •••••••••••••"••••»-«. SEE NOTE 3 . f.. : rf.•fF.-ifiii :r/.•r'fii'f.? FF FI f f .Jr. ::il`% 7M• r : MOM'., . zif, J ;!37: . F.. r _ � WORK 1 ;;rn-%r;ili v {} VEHICLE :G%Fill S% i - { r. U iii%$i":%:::: •::::. . .lf E NOTE s f ::iii::,! -1 # l..F F F is F''1•ii'•:'!:!'-:% f�l rvp r fy WG iii•'•'/.•i:'::•,'::::%.: tl 1 ........... ..:......... SEE NOTES f �•r<: iii%•i$SiiiY :i:•ii'•i.'•ii::.vr j-if-:!•:l;i:!!!•:%i%$:ii$::ii ii$ :i•:•'-$ f r ##j.';: :%i%•':' i:•iil" iii"%•; ' fi'Fr - n:::vnvnn:•::.. dTI71 OP ,� U) P. M ' S F30,VS., Lis,. No. 050951 512 212 0 �a.. _ oNALx. rn E N N O M N C > E w _0 E 0 E Q W v 0U W o a O o w Uj M <D a a Q; d 4 r- 0. 00 : Q O 3 aL n V � o ao a Ln = i2 1cu - 0 •v o 3 N o � mo _jGO o w � � Ui S h n w w Q Z 0 0 r Z 0 z ti 0 a m V q U W R O Q Q 0 vi ti G (n w �O\QO U ti ti Q J V) ti QQ � ti � j Q j V) m �la�pU_ LL � J Zt � � Q W Q wZi F� V) V) rn 0 0 w 14 \cjNN Q s 0-0 NN \ \ N � DATE 2 1 28 2018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS JOB NO. 42297 SHEET NO. C4.6 5L5 3.5' EYE HEIGHT 1515 PROPOSED GRADE EXISTING GRADE PER T0170GRAPHIC SURVEY 1510 1505 3.5' OBJECT HEIGHT 390'SIGHT DISTANCE LEFT EXISTING GRADE PER BERKMAR DRIVE PLAN -0+25 0+00 1+00 2+00 3+00 Sight Distance Left PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1"=3 77 TANG R,GHT 0 SIGHT pis A-r50 9 2+50 ......,_.... <d'......,...............--....._............ 5201 5151 5101 505 4+00 3 520 'S15 1510 1505 -0+25 0+00 0 30 PROFILE SCALE 4 4..v... 3.5' EYE HEIGHT`: 3.5' OBJECT HEIGHT 39U SIGHT DISTA(` CE RIGHT PROPOSED GRADE M EXISTING GRADE EXITING GRADE PER PER TOPOGRAPHIC BE KMAR DRIVE PLANS }3rd� 1+ �M M a -, O fn l,. .��� i ` n., , a%.,�„;r I.1//. ..,f r!� i :r f ,r f i'-s' �:�r/ /f .f �r f•�: r r � f 7 ............ .................................................N ,Fr f% 1+. ,� J !: .............. .... m...,.:......, r ..:,' ',ram r, .� ...�..........._ NfM SIGHT DISTANCE PLAN 1,=30' 1+00 2+00 3+00 Sight Distance Right PROFILE HORIZ SCALE: 1 "=30' VERT SCALE: 1"=3 SCALE 1 "=30' 0 30' 60, ................. 2 +pp SIGHT DISTANC �'`�•..:.r:.. .:,:::.- ::::................. _..... 2+50 3+00 b 3+50 ............. ��. ........ �• NOTE: GRADES FOR BERKMAR DRIVE ARE BASED ON PLAN AND PROFILE OF PROPOSED STATE HIGHWAY: BERKMAR DRIVE EXTENSION (ROUTE 1403), APPROVED FOR CONSTRUCTION ON 12/16/2015. 5201 515 5101 4+00 Lis;. �W63. OsU51 5122120 a �.�� u, E N NS M N > E w ~ E 3 Q W v 3 o Z LuLL�L a o W W M C) m n a z0tn1 Q� w T v 0 0 � Q aLn p w Cl H 7 N > Lu Z O Q U O ti J Co M Q ZZ ' 4 W O O O Z F-- o � o 0 w �o0 V Q Q ~'~NZ z O DATE H > Z) 1212812018 O DRAWN BY C. MORGAN r DESIGNED BY C. MORGAN CHECKED BY M. BOWSER ® SCALE it/ = 50' • V Q z Lu j (D u o > u- 12 O CL w J �z Q G w W m `1 W r ' f--�I H z �(nE — Q J H < z � rW^ T V ! i 0 6 < (D O � 0 1-4 Lu JOB NO. 42297 SHEET NO. C4.7 7 )_ I F 7 c Y �g 2 I........ .. ........... 3,21 CONNECT TO ASSUMED .......... ....... .... CONNECT TO EX. WATER MAIN & REMOVE ........ ............ ................... EXISTING WATER MAIN BLOW ..... .. ........ .. 0 ........... -OFF. ISOLATE SEGMENT FOR u .................... ............ F INSTALLED BY ADJACENT CONNECTION IF LIVE TAP NOT FEASIBLE. WORK ILANDOWNER. CONTRACTOR TO ............... ..... ...... .................. ...... . .... I... .. .. ... .... ......................... ................ .... ................. .................. TO BE STAGED TO ENSURE CONTINUOUS ............ ....... FIELD VERIFY EXISTENCE .................. .......... 5122120 SERVICE TO EXISTING CUSTOMER ........... . ........ ------------ ............. ..................... ............ S. LOCATION, AND DEPTH OF MAIN. II.......... ........... .......... ........ .. ........ * ....... ... -7­7 .. ............. CT TO EX. SANITARY .......... - - - - --------- - - --------- ---------- ------- ... ..... ...... CONNE .... . ....... . I--- I . 1, �:� ...... PHASE 1 136'OF 8" WATERLINE TO BE ............ ............ . / V. ....... ........ MANHOLE VIA KOR-N-SEAL 0 -,v Ln E INSTALLED PRIOR TO CONSTRUCTION ...... 'Al I.......... --- . . ......... m IOF PROPOSED RETAINING WALL' II-4 IIV APPRO JED EQUIVALENT C II�v THE VALVE AT THE PHASE 1 TEE 8" D.I. WATER MA I........ ... E \V IS TO BE REMOVED AND THIS SECTION ........... ......... II-- ---- ------ "t/ Lu ....IV 'OF WATERLINE IS TO BE CAPPED AT THE TE E IIs 0 IE ........ .......... .. .. < Lu t �-v OF PHASE 2 WATERLINE, PRIOR TO AND ABANDONED UPON CONSTRUCTION ll... .. ....... PORTION OF IIEASEMENT TO \v . ... .. Lu u- CONSTRUCTION OF RETAINING WALL ,v II8" D.I. WATERLINE CD PHASE2 BE QUITCLAWED ........... IIV Iz ITO BE BORED UNDER 0 --v ....... IV UJ co C) EXISTING WETLANDS; --, . ...... w Ln v (D 8" D.I. WATER MAIN U) C=) v CONTRACTOR SHALL ENSURE 00 w AND ACCURATELY MARKED. 0 3: \v THE WETLAND LIMITS ARE CLEARLY u 8 c� EX. 20' WATER EASEMENT .. . ........ . ...... ANY DISTURBANCE WITHIN THE ........ c) ACSA STD. TD-36 V) Ln WETLANDS SHALL BE THE 0 STEEL c� ......... CONTRACTORS FULL RESPONSIBILITY 1:5 U) '10 C) TO APPROPRIATELY REMEDY ENCASEMENT PIPE 75 r� > ;z (TYP.) Lu U) IVVA I LKLINE PHA8111r. 00 :HASE 2 WATERLINE SHALL BE INSTALLED AND CONNECTED TO ........... C� Lu ­4 ........ . cri Z) ...... . ....... ING 8" D.I. WATER MAIN ........ . THE SITE'S WATER SYSTEM PRIOR TO CAPPINGABANDON ....... THE PHASE I SEGMENT OF WATERLINE AND PRIOR TO cj� . . ..... ... ONSTRUCTION OF THE RETAINING WALL. vi ca- CL -W +—W 0 13 vw�v_ SA Q A 14 u U M U-1 15 ....... .. ....... . 8" SANITA RY MAIN 'SAN F- . ........ . . ...... ...... ........ Lu ......... . ......... .... . ....... — — ­­-- - ----- > uj LU ...... ................ 16 B W1 I DfN G, I ---- — ------ I— --------- 7 . ........... u 0 P < z I.......... U) DATE < z > ...... 3/4 SPLIT 0 DRAWN BY 6L _8 D 1212812018 12 GARAGES ..... . . ...... I ............ 2-* .. ........ ........ . ......... C. MORGAN ............. 3/4 SPLIT- .... .. . . ......... --= . ......... ...... ...... DESIGNED BY ............ 7 24 U ..I I12 GARAGES B U I L DI, 2 7 6 D/E V C. MORGAN 12 22 UNITS _Fy 3/4$ 12 GMZ CHECKED BY ... ... IM. BOWSER 6GARAGES 3 STORIES SCALE I ......... ------------ 1" 40' II .. ....... Z le IV� I............ c ......... I < N L ...... .. . . I. ......... T V TPEI 314 SPLIT 22 I .. ...... . ........ ... . .. UM' ---- ....... CL ........ 10 sl p 0 I_ 11 I ............. . ........ . ......... . ..... ......... I .... ....... I.............. .......... ........... ... ...... < > IB U I L 1 0 0,RI\41 IMMT > SAN AN I.1 ..... ........ 4 . ........ . . TYI .... ...... 2 4 WN ...... .... ...... -A N 3/4 P 0 3 u r) 12 GA Lu > D.I. WATER MAIN SAN -- -- --- :, BUILDING 8 <1 0 TY u_j 2 < .............. 2 ui cor PE 11 2 ­­-PROOOSED VAI BI ILDING 7 u . ....... . u WIDTH WATER l.............. .. TYPE V1 SEWER EASEMENT "004 -PLI ryo� uj -W Lu B . .. ....... UILDING' V) TYP ... ........ . .. .... .......... ........ . ........ '4 L 0 ry I........ . ....... ---------- UTILITY NOTES: DOG PARK ui ... ....... UTILITY LEGEND ,400 ISF 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA co DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS AND THE ALBEMARLE ... .............. 0jAj SANITARY MANHOLE I __�Atv ... ..... 18 COUNTY SERVICE AUTHORITY SPECIFICATIONS AND STANDARDS WHERE APPL CABLE 0 CLEANOUT 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE .... .. .... ...... .. 3. CONTRACTOR TO VERIFY HORIZON AND CATV. .... . .... .......... SAN- SANITARY SEWER TAL AND VERTICAL LOCATIONS OF ALL UNDERGROUND UTILITIES WATER LINE BEFORE COMMENCING WORK. . . .... .......... --- - -- ---- 4. WITHIN 5 FEET OF THE BUILDING FACE IT IS THE PLUMBER'S RESPONS BILITY TO NSTALL WATER REDUCER SERVICE AND THE WATER SERVICE WILL BE INSPECTED BY THE BUILDING INSPECTION OFFICE, 5. ALL FIRE DEPARTMENT CONNECTIONS MUST BE LABELED WITH THE ADDRESS OR ADDRESS RANGE OF GATE VALVE THE BUILDING THEY SERVE. ------ ......... . ...... ... .... iw_<� FIRE HYDRANT 6. WITHIN FIVE FEET OF THE BUILDING FACE IT IS THE PLUMBER'S RESPONSIBILITY TO INSTALLTHE ­ . ...... ......... . ...... ........ IFDC SEWER LATERAL AND THE SEWER LATERALWILLBE INSPECTED BYTHE BUILDING INSPECTION OFFICE. ...... Ix .......... )",­. 7. A MINIMUM 10'SEPARATION WILL BE MAINTAINED BETWEEN THE SEWER MAIN AND THE WATER .... ... . ....... . ....... mi WATER METER JOB NO. MAIN. P� TEE 8. SANITARY BACKFLOW VALVES SHALL BE PROVIDED ON ALL SANITARY SERVICE LINES WHERE THE ...... SCALE I "=40' BUILDING'S FFE IS LOWER THAN THE RIM ELEVATION OF THE IMMEDIATE UPSTREAM SANITARY ....... 42297 FT WATERLINE BENDS MANHOLE. REFER TO PLUMBING PLANS FOR BACKFLOW LOCATION INSIDE BUILDING WHERE .. ...... INS" 4'0' 80' E CAP APPLICABLE. SHEET NO. 9. SANITARY INVERTS ATTHE BUILDINGS ARE ASSUMED AND SUBJECTTO CHANGE PENDING MEP C5. 0 - — ---------- - COORDINATION. 1 ___j --- � .. .. -.1 - - .._.,�: .... � . I - , '. '. / / , , - , . , t 1.�� t.,._. I , ` - _. � , I., I - ....-I. , , / , . I .. , .. -­ - - , - W.­_ - , " I'/- 1, .. ....'::� -�m: , ,,, , "" - � � I - - . , ,'� I , " "':.- .: ., , , , ... - � :":.. �. :.:: �..., , _., ; �l X . . ., I , � "l/ ': ,�'­ . � ' . ,/ I " . _:­­:, , . I ��, ­­­ " � '.:� ,,, - . ­ . _,v .. ,_ � .._ .. ­_ " �', . - � ... '�� "I" ­ II! / -, 1.11 ',.IV ., -V - .. ....... �::... " w 11 - ..v 14, , "_ _ . ............ ......... q/ . I ­` lq/ --- , - I I. N��.-.�.,.,..-,���-.,-'.�"."7� - - ,_W�_:: , . 1_1�1 _f: ,-:. ..x \j/ I! ,,v ,J/ W ­,,�, I" __v -1/ ,-,,-'l)4.l', - I... , .' 1`� .. . . ..v I '4 . tv , , ,.. .. ",.�', , I i , , � � . I ...... :, .,./ -:-","::,.-.`., - , ­_ � . '..., . I ". � .", � , // . . . _� 14. 1� ,,, I I 1. � � to4ml'i")0100 llv_�l - .. �:`­-;, � '-,i;::-. -,. V \,V/l_.__.-­�!ly \V ­4/ ,v --r- . , " . . .f/ ,,V I.J/ IV ',,V -%v IV - I "�, ; i:::: .. ,. � .11- ­.__i.-;;�:,v:-.. " . " :::_:::":�' I ..: . .."., ,:,'.'-'� \v ��e,l___-,,,�,;.�� :"� . / . , -J/ - V_.:�: _.­, .", -, --,'.;::,-..\ ,.�/ ,.tl/ \1 / ,q/ '-.,/" _10� , ".. , . , ; . -- 1�/ It " ;. - ­-v "v­_'. z: . '..... __11/111 " ;`- " PHASE I - 136'OF 8" WATERLINE TO BE I _,V..:� _* ` , -'.1-:11. I..., ., UTILITY LEGEND ,/./I i _.V - . I \V � ,!�;.... , . , ." / -111"" . , ..,V Nl/ ',, � - I - I— .. t , A ...... . % ". I ��;".,_ f.,., -.-. �" \l/ -V ,� .,,_.�. :11 " 1�/ _'�v . , V I -_. .., - �,f - . t" `­.z ': ..... . .... I ,.6.,%,­n- --" , .... - "I " , \V '\4/ �_ 10 LTI-f - '. '/ 11--­%".."., .__ _.. , .,� . . .... :�::�:::%- �,!/ ,l/ "V ,g �-,;�_'*:- 1. ... .., - " - � I,', �' , .f--,. -, I - ._� _ .... ��,/ \ .- l." "Iv.", - l/ _.'_,-:�--,� � %:% - " -,. --..,v ,i/ - . - - III , �� /� 0--l' v I/ \�, I ...... ­._. ". � .... .//,/ v _..,: - __ ... .. .. 4,�'- ., 1%1V ,tl/ " , /` , , 4% �� 1p� oy', �� 1. - . ., ,I III ­4/ , ....... .. .�_ ._.... .,.: ..... .. .. � '� ". , ,,� / I I � __11 . `1; .. . - - . _ - ,;.p ,II/ ..... .. ­4/-.� , . 4/ � .. i "I/ - .IJ/ : , ," � � ,j�/ \V INSTALLED PRIOR TO CONSTRUCTION I I I � .1/ / - "I __,_ ...... -1- -.". ,V \j/ -IV I , I ........ %. ,. \v �/ .m_ ......... .. " . / 0 ",:, . \V �l * 0 SANITARY MANHOLE - . �.. . :­ \v I.V " _.��,­_:_­ _11-1.1,1_1 ­­-- "' , '; .--..v %J/ \V ,�., , \ `.<. ... ." - I. ". -Il/ .IV ..-,,!/ WA _IV , .. , , � .,-- :.��V-._ \1/ - ­.- . --- ,j/ 3; , ,IV -,I/ - ,,, ­­ .-.,. ­_ OF PROPOSED RETAINING WALL; 8"D.I. 'TER�Al ' , / � " �. I/ , " I I , ... . . �. .ol-I.- - ,--.l'.:,�;­-�",::.--... I -IV l/ , .. IV �- " - " "'?, ., ...;­j/ - - - \ ­­ ......... �/____'��­-- ..­­._.__...'...__,, ,,. , I , " , , _, \ a CLEANOUT 1, 10 1. .- ","_ , .­..­-­_ _.­­_�. ­­.- _,. � - .... ._..: .-..\,v , . "I � I I I . I ­- - ............... " - 1�_�111'1/ . .::.., .. ll�/ \v \V � .. , -:::: ­,.j/ \!/ � ,1/ j '::�-.:' , - -- , - I/ \V , I t.�/ IIV \ : ...,j/ ��vl " \V .,J/ -.1 ,v I - . �/ ',V THE VALVE AT THE PHASE 1 TEE ,; _� -v , ,- ­ I. ,�v It)/ _...:� ... ............ � .. ...... 7,�: .., � � _..., ­.��:: ,,.., 1� \�/ v . ...... I 1� I. -----_v " I/ ,." "':% - �\J/ ,!/ , '_1 ................ � . % - __ , ­ i ,��,jp' .: , 1-.1, ,.,I .,. .v.. ­ - -, � _ .� ,v . � - - . s I � _. ,4.l%l..,. `,I�v . ­.­ ,­ ­ ........... .. , . ,.�__. ... - - -V ---.t, -41 ...... ,,,.s;:---,�;,-_ %, qpl " , 01 .. ". . ­ 1. .j/ ,/ I , ...l.. ­* -.I/ ,,��"_" \IV __ \j/ \V � - �...... ...�_ ... ....... � -- � '::,� -,_.l.'_l'_.l 4, ..11- 1�/!11�1' ... . ... ... 'l.-.:%., IS TO BE REMOVED AND THIS SECTION __,J, �).­ "', --- I _. . ..." - 1..-�. , � I., . ....... � .... ....... . - ...... �­�'111.1 /,'11. ", . . w - . . . , , - 'I_ . - -:�: .._ 5 , , v / I " . - ."", SAN 90 SANITARY SEWER 1, k, ''' `�, .... " I - ,.,'V ,,,I/ ,,, "l, �lr - ... 1 - R _� - � . ..... . :: ­;.­", ,.l. - _�/ �1_1_1-___ -.--,I/ " ., _ , -1 H, , " V. --- -`­�*,-'.-'l,"..v--,.--- - ,-,-,­'_ - ­ �, "I . - .- ­.l­.-'--.'. - ___,,_-:�-�� -::-Z -..-.-,.-­ - I I I, q/ ­,�/ \j/_'­-, C. t. .11-1:1 ` ..... 1_1 7 -1, , ­j/ . . __ - - 1,-�,.el ",/ ,,-,v .", I..."'. "j/ ,,�,Z.V _.­ " I., , " . _ ...... -, �V/_­' �: , _ , , , .: . I t u 11. M, , , ,,, 's ­ � .. ........ � ­.�_­-.-_..j-- -,vi-*­:,­ Il/ " -,V ,,".... ,"... . � .., , ­­­ "I ,� IP I � - , , -, _-xv -I.j/ ­�', .--:: ... ...... :.­ ...... . , , � , - - - J_ .� .V, , _. , '....., " ,." ,R - :_', � . .... .... � ... � � � '14111 -,,j/ \�v \V "OF WATERLINE IS TO BE CAPPED AT THE TEE � ,_, � "" ,_:��;m - . ---'---- - --� _�/ ,..,I/ , III/ , -.1 ... I .1, ..""",_ , '......, E ...... ...._ * \v _�,.__-.---_*.. -­ \V . ...... ... ........ �,-::11_1. � . - . , .. / ...." - v _ q/ V:: �_-_ ... .... .."::', /1", I ,.V , V q/ -,.!/ _" - I .,;:,v _.. .. ., - . I _ \ ­ 1, I, .I.- 14 �l , ��_"..',__... " , . - - ... -4 '_� ... �, ,�I`l --------�N- WATER LINE N/ - ....- ... ...... � .. ., - '.. I,/ ,J/ ,V ___Vz::,.,:,--..'!l, ,IV AND ABANDONED UPON CONSTRUCTION ", , v . .. ... * �_ .,..., i., Liv, No. 050951 11 `%V . , __ ..... r " ". w \ , I . . _.,...'�, � � I ,­....".. . ........ ..../ , - - . 1'., -...,V - ,it,,'.,,,-, ,�/ _J/ / 14 .A.,._ ....... "l/ 'Il/ . .q/ -4/ � "' k,po 512 212 0 ,,A,�-, - � \V -­ - -V -- ------- ;�v ...... \1v ........ �V-,:::._ , V ,,4/ x", ......'_', ' I \1/ � -.-', IIIV "j/ -,,j/ \.V OF PHASE 2 WATERLINE, PRIOR TO 1_`�, MATCHLINE INSET 1-2 . _. . " � ..... ___ - , V ,I/ '4/ , , ,j/ , V 't'j/ "l/ I., . -J/ i , C , \ 11 ,Q;� , ,q/ . t , t/ \l/ , j/ 'IV Ii, V. t " � /' . . -.-.,. _­J/ V `IV \l/ ' CONSTRUCTION OF RETAINING WALL , �- , , " ;­ "". I \1/ 'j/ PHASE 2 - 8" D.I. WATERLINE .. _:�V ,;>v , "� 1� '. - . I .;. ...::.:..:,.......l.,.., ....'..... 1: ..... ­­ I .? "_\ t --.,,,,. -- ,..,)/,r "I".."4/ ­%V .,.VI 1, �l %. ­4/ -.1V , , - .�.. . < / z - \3/ ... :'_*�::::::.._..l � 1, , IV i " 0 GATE VALVE .. " ; . . . IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII -7 5 P - I �,j / IV - ;:� -_/ ­ ....... ­ .... - .v ,� '�4� �,S,, v 11-1/ '::.:: x-1 , , . v I._!/;" -:. "" \ \ ._ ... -�/ 'V q/ -��, "" I ,,V ,,.I/ III/ TO BE BORED UNDER \V \ ,,� . ,0�1'.�.� ............... : ................ :::::, I y , , , ` ,/ t .�-��,."" x __ ,V "' 't, I >1 /_ � ,vw.� '.j/ --.-.V Ix, \ -I!/ ­1/ I " lri� NAL , � ,*. \ \ """.-j-/� .Iv \/1 ,j/ AV ,j/ IIV "V- EXISTING WETLANDS; '- , \j/ I ,cq -K- FIRE HYDRANT I X ".1i -V­­­,-��­�,-" " I . ­.1--.. , .... � .�.:%:, 144�44� ,l CONTRACTOR SHALL ENSURE --- - _.­_ .,�- - I _,­ I �1: " 'IV -4/ \ _­_.. - ...... __,,i/ -J/ IIV \j/ -4/ / , -""-,"*-""''-"""'*"'�.', ..,. \j/ -­i/ IV ,f. , 4/ _14/ <V I / z \ 110__(�_ 8" D.I. WATER MAIN ___,._.,. ,// .,,v - "" ' ' , . I 1) - FDC \ ...­_. s l`k_______l­�­­­­­ lI,*Xxll._._. --j-4- * I/ ,IJ / -.11" ,�d/ .......... THE WETLAND LIMITS ARE CLEARLY __--J/__­�­�'��/ I , ,.L/ \1 IV v ___ "" ­ 1-1 1--v / / ( 8 11 �t� .... ;::i&'t I/ . -, / 'l-, \1 "I \ m WATER METER % I AND ACCURATELY MARKED, 'IV 1/ -\V IV I$ \�\ I. %'. %,v \v \1/ v -�/ `­11�111 , I \1/ f I , . \ /I \!/ Ln E \�11, , % �/ ANY DISTURBANCE WITHIN THE ­Ij/ I r1l 0 . _:k ..... �,' \V .. "` P� TEE C14 u \ \ .,. I j - ....... 1111- ........ _...;..._,. .... � . . V "I . \ v l­...l.-._.,v ,,,.-.V .. I 0 . It \ \ .1. \1// WETLANDS SHALL BE THE __.. . ........ '1/1 -,j -IL/ ACSA STD. TD-36 STEEL .11,1--i-, .. , m 'i . V., - ­:, CN r MATCHLINE \ \l/ 1�y I / . I I O' ., .1 11 . ��'. 1-�� 1__� '*" 0 N \ ...v \ CONTRACTOR'S FULL RESPONSIBILITY � .. , , ` ENCASE WATERLINE BENDS * E \ \ Wx4" TEE/CROSS Ivz' MENT PIPE (TYP.) j Fl>l , \ \ ", �/ TO APPROPRIATELY REMEDY I - , I .:�;, . . I V/ - 4" PUBLIC D.I. . E CAP _E - \ INSET 1-1 .1. \ _--.-v/ I - i -0 � , - I Lu � ,,,,, m a 4 \ ", 11 11 ...... `,/ � pl' . �_ 0 3: � \ ­ 4" GATE VALVE I --vill \ \ \ � 4"x25' THREADED PLUG ,z I IV-- \l/ .,% . I ..:.- .%'. UTILITY NOTES: I- E 3: , :l'l-,-1 IIIIIIIIIIIIIIIII 01 �1111�piiiIIiiiiIIiIIiiIiiiiIii iiiiiiiiiiiiiIiiiiiIIiiiiiiiiI IiiiiiiiiiiIiIiIiiiiiiiiiiiiiI iiiiiiiiiiIiiiiiI ": � 11 I .... 11 < L U - ,,--, 3 .. Z� I I 1 1.5" METER & VAULT . '� -\!/ - \V , . .. ..." 0 U jR �, . / , I . k .1 8" x 6" TEE '� 1� Lu 'L,L4 -,-, 1� � 2.5" PRIVATE COPPER Z '% � �..-1 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE I C) (f) I � l\v fl/ ll� .. cx_ U. (TYP. FOR ALL) 6" G.V, % I I , WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION z V) " �' I , / - 9 0 cc:,) -! I .. :11 ..... , `� � If "" Lu in ":O:l 0 � c I I '..., - , $ ,-,�/ \ 11-11 22 m j"ll I- -­........��_. � ............ ___ ........... . ..­,.. 6" D.I. FIRE SERVICE / - ,/ e� I ROAD AND BRIDGE SPECIFICATIONS AND THE ALBEMARLE COUNTY �q � ..... ....... V.1 . . ............ . ............. - .............. . ............ ­­-/-tx�:�� �:X,::.'o­,:::,�.�. - - � 11 " - w Ln .... - - - '�' . I , -1:W ..... ==*i -ee:m;i*i*,.­�',��,:�:-X-,� .............. . . ..... % . 11 . I j, p . 8" D.I. WATER MAIN ...., ,��.*�`�*K`--' :t.-,�t--- -­,,......,....i _­-­-,­.,� - . I .0' - --j . ............. __ (TYP. FOR ALL) 11 / _-.1 :Z) ..�, -, **­­­_­��:':_. . . � . I SERVICE AUTHORITY SPECIFICATIONS AND STANDARDS WHERE 'F t .1, - "' " 1, tII/ L9 3 'q' U) " . �.,. � ............. .." -, ­., I . " , , . ..... . . . . . . . I - . :­ .. , � '. --"-, .jj / j - - 9 "' * - ,:� : . , ". - - . - �" APPLICABLE. �2 ... ..... - ...... �....... , R : .�, -, ��=-­-� / , .... , . ..."_... - " ... " _;,� -, ,,�z_x:7 , , ... _�,__ ­­ ­ § ._ -�-- - -;.�..­ , , , ­­- Z 0 V) �5 -'I (D ." -�� .., ­­,,�Z.,�� - , , _ / ,� ��. , I ":11 * �11_ I .. .... , , u , . - I t., � IL , .. .1 ­­:-,:,�..-_lffl.!I�z��<.� - .4 C) � ... - ,. %, j _� - I ­­ ­x, ,...�­­­. . I - ;,�.� > . - . ..��' . - . .��:,_ . ,� U) .. . -, - . - . - . - . . I.&AN � ,I',? ""e.:."..... 09 a xl;__--,;l_-,, , - -.-"­,'�;­;;:��..:i� . . 95'. ,,,4>j 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND ,,, , , , I � ... � , 1_711/­ . . I . - .1 . - - - . - - - - -", '31 1 i_z,-, - - . .�.., INCLUDING ELECTRIC, TELEPHONE, AND CATV. 0 > � Q 'Z . "N. ��l __ , '. ! �� - _x � "'. : .... 1XI I w­ ............... 1­� ��� I-XI.I. .."ll", . � . ...... '__'w,e.%._. , . \ _1 . .. . , / I" / .�� Lu - . ) ,,,.,,-.....":�:.:�,,�,,.'.'.,'.","-',-*�-.,;:�"", - I .� ?�4�1'.,. . \ . - � / - ,_ � �l CL. . ., , ..�,, '. I 1, - � - , _.... -je C:) III Y'x8"TEE �l ,��i _­`�­4�_-��' ____ , OU - __ - ______W - I __ , � . .,./ I , � . j , 3. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ICU C) z �_ ___W I— leff � ­�3,I� " V) (f) - . . __ 11 I ____:�, .1 �'l -.-,-,.-. I... ; . - - - s .. _�! " - _j ALL UNDERGROUND UTILITIES BEFORE COMMENCING WORK. - CL Ln 0 v /_ I -W __ 110. � ,.*-.,:�:.,..�i���.,-.-.--',�--,.� � e- 4' ,� / = �_`! Q:ll o,, " i2 IL? ,-- � 11.1 ­`��:'.',::-:-.,.--- _ 239.44'OF 8" PVC @ 3.1 1 % .. I ll�.. . .1 ,-�_ - .. , "'--..,, . 4. WITHIN 5 FEET OF THE BUILDING FACE IT IS THE PLUMBER'S �_ (v Cl uo [� z: � " --- 13 .-- -SAN - SAN mm- / 14 110.78'OF 8" PVC @ 2.00% .�e I '­ �-., ,.� - ­,.,.­,.-,"­:- -,�,�, �a C� z '_1 ._ � N mm ____ ""; Z. -�', " i-`..�i;�:%-� ".1, 10'MIN. RESPONSIBILITY TO INSTALL WATER SERVICE AND THE WATER 75 r� 2,18 I SA ­­­� .... ..­_ > ;z f� Z V) __ V - ,:IXIXI��,*,, ,..�l 11 . i - _-.2--z ­ 0 "t Lu I ... 411 ____ ca (=) 0� ...�­. SAN . , :.;­. %,", - "'li**j �-.-�-,.:� � �V � :.'�':l.-.,j:jv.-._ _l­zlit-,_� SEPARATION SERVICE WILL BE INSPECTED BY THE BUILDING INSPECTION OFFICE. �� U) (3 (n ­4 . - . - . - . - . - . 11 .�� ­�­ .. . _j 00 .V. . � ---- 7- 4�. . (n V) �j ,q, . ________fl� �. -to- " . ­1. (TYP.) ..., � . p ,4- - - - , . . . 1 122. 1, _------_, , - ... 5. ALL FIRE DEPARTMENT CONNECTIONS MUST BE LABELED WITH THE c� _j � " , 15 9 .,"I. ...t., I.", �n � (.0 Z� �, __ /e� N. 86 OF 8ll :"�::;, ,t..,-:.�. :K'­� I... - C:) ui CQ I- .1 - .l., -_�� "' .1111.­-:,,"�.- f��.�, I— - ADDRESS OR ADDRESS RANGE OF THE BUILDING THEY SERVE. ,-4 �_ � CQ � t� I., _____ W `v ----_ ` / :i - - 11 001Re - . 11 VC @ 1. U0 %, _. "."', " Z) , - � 1 8" SANITARY MAIN ; - " � �� ,�;Ary - ,.� ". 6. WITHIN FIVE FEET OF THE BUILDING FACE IT IS THE PLUMBER'S CQ Z) un cr __ .......... l.... : 0 "I Z) V) . lh� - . 0 I _____ .,(2 . ..... � ') .� . I U9 CL. ------- 1 ­7 . ...... I . I ', , .::;.. 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'.." - - � Ill - ; 16 00" P/ - , 1� \ 0 - ., � - I 'r , 'I. . /I 1, .. .--. I ,", SEWER MAIN AND THE WATER MAIN. �.: .1 '. "I , ly � / ., ­,,­ ti:�%�,,,�, :::. \ = Q z �;,�. � � U I L D. *1 NU 4� / .1 _ ,_ I I / 1\ -.1 I'\ I I.. � ... " , , � 8.2 .1 ., I 11 - ' / ; . ­­l. _$ "I�_��� --� 7 .,`� RY BACKFLOW VALVES SHALL BE PROVIDED ON ALL � i� ... T-11 .... . I I 11 '. ",I "I" ... 1--k I j . .." ,z, .�. D ........ - . I 1. .., '� ­­­_ ­­ ... � ...... * ...... *T ..... ....... ­­­-, , ... '. - , ... , I / I:.". (D �;­*1_11111111111___ , , , ` I ..". ., I '� '_1 ,..-- *' ` 11, 8. SANITA (D " - " i 4 I / .11, .. "" . I @ j � � .. . . ....... I' ". . , /-1.1 1- . i I .� t t , , ,_ , . . I LJ4 -� (i QQ k. 11 , �,,� ? ll:�. .. "I �1. - / 11 E. .4" . ,,-/ , "' / , - L..".., ..,, - , , ,%�, I I I . I'll , . TYP , . ,. " . ., 11 1\ LIJ � I'll .1', .� I , I ... . X, SANITARY SERVICE LINES WHERE THE BUILDING'S FFE IS LOWER 0 , i ., .. / .. /* P, I./" /.. 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I ... 1, I . ­ 5 I .I -.2.1. . . .. . - I 11--.1 ..................... 1.11 .... � r Lu -Co ; 3/4S5-:PLfF-,-1.�/_ ....... . �. I . = 56 6 1 :-, 7, .... UJ CL I . ..xd � i - 1.11, if __­__.l_ — ..!.�.. , - -� , ; .. ......... - I ., — . -1. . ,A :l— - _., I',.`,,.-, - " fl. �,�­ .13 :41, I s , I 7, . _j , . I >_ . I .. -_--j. I ... I -412 G-KRAGIE'S �, . ,;. .."'., :,. 't f .. � - .. " / .... .... < , .,. 11, . , . I I .'... , .,: > , �— , �� / I Il . 1, 1­4 . " . . . '. I / / I-- ! .1.1 I , , ; -l- _j - - � . . .., ., s 43 u 11 � / //j , 111.1 I I � �:i 1.� �-� '.." : r ry, , � : /: ... ry"', F_ , / I �_ , , / , .1 , , I . Al . BUILD o* n ./ �I .e. ! I .. �-.1 � .. 6 /-I..-.,. 11 ., . I __ .....___-__henI/,.--.- --_: �� ,"' *1 ` _­ , � .... . I .- ......... I I/ . / : '­ ..... .. -1.1 ..IIl . I '/ TYP : : - ". __­�$ � ./ , ­., - _711, ...... 1�.. I/ -; ... I : � / , ......., " ' * f� ., / e, Q 1� ., . '--"' U.1 ,I ./ � . I � , , .. . -�,.. --.—.- , .- - " , . , . - : c� , , . / .- ... . ..... . . i . I / I 'I"' ... ......... , - 1 : ..., 1. , '. '��. - ,:�: I I / . / / ,,,, / I I 1,61 � , I , I - A , / .. I -.1 / . ./ . ,! ,, '. / ., 1 " ", ", / m ` ---,,, ,. '. /. ....., � PROPOSED LINES TO FDC AND YARD / � "// �, �4 s , -�, - '. / . / < �L_u ... / .. ,.:� _. ,. . �, I . , I '. , "� ,��' . .. ./ HYDRANT ARE TO CROSS UNDERNEATH THE , "'.., " " � "� / I I I / / I I- .... '..., / U) '. 1, , -, - �11 "' �­ / 1­4 . .....- , - - . � , ! ... 1, , I ,_ `;* 1. �_ / I. '. " I � "' , . SERVICE LINE TO THE DOMESTIC METER � . : - , ." -'-.,..�., I I __ " - . ....... 1/1 , -4-.- ', 5 F. - v < - I .... . I , I -4 0 T� il i I ,., L,.", .., . . a �Zz;.,:',:,, : . : , . . I . I ` � " — I .. ■_ ...... I :•: ,. . I � � I ....... . . . . .... i __ L__/ ... I I , , 1. I ", to Z��!;�:*.:%.. c� L.L. , . , " .... -**"* ....... F L ............ I ,'.1111 I �_11 ,;: .. ;�it��U.;;.:_ :1:­ :` x :milz ... .. . . . . . . . . ....... 1. "', . :;��Z;:!;_ . 1. I .I,.- .Z::� uj u ---.- � ,­­ , , ­- . _­ , , I/ ,1-" .I: .1 .I,.,.�-?," • I�I FUu11'# _........­ ."I.x- - � _) �Z, ._. ,-,­ .­. —.'-'. , ' /- ,um ..: , I ", *1'I 0,i I. 1 /"I"' u1".­�.�.� j ­ �­ .,-.-.,.- .. - ED ,.,_�, . I . . -1 . .­:" ,...._ - ,J). �"` — P-1 - .P; 8" G.V. AND PLUG ;1 .11 . I I ,..� �,' . e� .j . .. LL .I--, . � ........... ...., �_..............I- ..��. ...'.I. ImI.................._.........._........... xl,,'1, . ,,,", 0 S' -A- V .... ....X .......-, __..... 3/4" FROST -PROOF & /,f �"_ I — pa I ivPOL:. . 30B NO. LUTION-PROOF ",111< YARD HYDRANT "Ix , 42297 2 I I DOG PARK : ""I _1y I I SHEET NO. ;_11" .1 ` ., .1 ..,.,.. : " ,�'11' ... ... IIIIIIIIIIIIIIIIIIIIIIII 3,400 SF ,'�, �,_, 11 I "', ,I I- "",."�"" : 60, : 0 C5.2 -1, . I I ", , - 5 10 . 5 0 IN :) D � D rz = m E. Lo V = cu r_ m 0- 9 0 LD 0 c: c rn 0 c 0 v E U n a. 0 Lp n 0 N 0 N N LO 0 O v 0 a 0) 0 z i G3OOD >=Q0NDA,CIO.N MATERIAL ROCKY FOUNDATION MATEIRRIAt. INITIAL, BACKFILL 21 It B" MIN - PA.i,.:. MIN. iri[:y: 6' EEMING P6 STONE * STABLE SOIL. ROCK !SCRAPE THE BOTTOM OF THE 'TREND-!,. REMOVE ALL. STONES TO INSURE WE PIPE DOESN'T. REST ON R MEr£ AND THEN COMPACT 'THE ,SOIL OR PROVIDE A 4" 5£UIJINrG DF . #68 STONE,: FOUNDATION IN POOR SOIL, UNDER -GUT CONDIPON yarJi - INITIAL. He1GIfFILR^^�. ;,ui U.N01ABLE Q' s" 41 I 5Q A FN Ml L - N M[P1 a � #68 STONE GRANULAR FILL AS s APPROVED F3Y AGSA 'A CK, `.STABLE SOIL OR- ROCK NOTE 1. NO FLOCKS SHALL BE ALLOWED WITHIN 241' OF THE WATER LINES, 2. NQ ROCKS: LARGER fHk-1 5" IN .ANY OIMENSION SPIALL BE ALLOWED ABOVE THE INITIAL BAOKFILL.. 1TH.E INITIAL BACKFILL SHALL :Bk PLACED AND. COMPACTED IN 6" LIFTS, 4, No ORGANIC OR FROZEN MATERIAL OR DEBRIS :SHALL. BE ALLOWED IN T14E 'TRENCH. a. BELL HOLES SHALL BE DQ.0 OUT IN ALL CASES, DUCTILE l:RON WATER PIPE -INSTALLATION fix: BEDDING PITS FIG..W: 2 -_TDµ2 . _ _ _ _ _ . _._______________ I' WM,PRESE•,ION x 31e HALE PIPE CWPUNG- ------ ^- CR APPROVED EQUAL - 0 s SOFT COPYER FOR U2E tiN ATTA FS WA PAOLY RE>2DENRAL SfXNGfB QR Ot7Al ftFSWENRAL __ AND MAT"'SERMC.£S. C i'x5'x]' TEE i of NOTE RD sr,Enr:n Errr.Na6 i� x i DuAI_ SERVICE; '\ t' GQMPRESSION x 31V tIALE PIPE CGU?tk4 OR APMOVED EQUAL 1' TYYE 'K' I SOFT COPPER ol -- FOR Ube ON "TA.CIIEU MQS: p"'Ly RE.'.WENTIAL SE MCE WERE Ala IRWAWN METH• 15 WT PR V4W. jr` a:_ SERVICE NO- 1) SAWU$ S[IALL 3E MW DN PVC f•IFE r---•CAST IRON IR I FRUSREU BADE I HALL G -MF.'iER RUX yE Y tc via 36, WN, fXYifiO �� __ ..--COPPERSETTER I/D Iwo WUPLND-S 7r \t s> x t• DPN K AS • oaarWR 57rW ���.}�� S V� NECESSARY SaRU OR oust 1RIOEit rµi �K I,�✓r 4y,q �• 4' RAKIER DRA6N PIPE, le DO% #14D SEf;ER fZ-RiCtl i<< F"' �,i,.�P ,� Low STI.'NE FRCKSr, SWT SPEC. 203, MS7 0.00REGAIE M;NIMOM TIHCOM, 'a72c.;t�:� .:tea:->.• :.>:i TYPICAL SERVICE LATERAL INSTALLATION (5/8" &r •I" METERS) NTS FIG. W-GA FRAME & COVER (5Ef : FIG.. Q-I-D,E� SLOPED AREA -"` M. EE:T SURFACE OR NO4-PAVED AREA 1'- i MAX RUBBER COATED STEEL STEPS: CAST IN PLAQE 3,._D" MIN PRECAST RQNFQRQEEQ CONCRETE SECTIONS 1L" MtN "0" RING SEALS a 16--MAX MINIMUM ELEVATION F DIFFERENCE ACROSS LATH 5" 44`=(i"' FROM INLET TO OUTLET s.HAf,L BE 0.20 FEET: - CONCRETEVARIES - � ' DEPTH QF FLOW FILLETS £ CHANNEL- S -/4 01AME'I£; OF - " - GONTRieUT1PIG �'-'u-=•--••--. �a I: - OR A SMOO.. M1ea TIE•.. 7" A r i_Ik.TED INYERT� ... I© OF FLOW BETWEEN 'iRAPtSIT N _ £. PIPE SMALL 91~ T ' a� aJ zT_ r NL£1 PRQVIDEIl, MIN &" SEDDIi;i( NOTE , W1 N0: 88 STONE 1. BEDDING THICKNESS REQUIREMENT SHONN I$ MINWOM AND SHALL, BE SPECIFICALLY DETERMINED .BY THE CONSULTANT FOR: THk SQIL :CONDITIONS: 2, THE CONSULTANT WiLL DETERMINE WHETHER MANHOUS :SHALL HAVE. EXTENDED OR NON,EXIEiNDEU BASES', 3, AIL: J01idT ,LIFT HiOLE.S, INLETS, OUTLETS TO ESE SI=ALED .$i GROUTED INSIDE AND OUT, IFYPiCAL MANHOLE SECT! 0N SHUNING BRANCH _TIE ,_-IN N,T.S FIG. S-i-A l ut zt) AL OX y . •u• t44 ,. 45' � a I ¢ q . I 'PLUG 1 FOR. ALL BEADS I TI~E OR W.YE FITTINGS - WVDEPi TRENCH TO - _ _ _ _ ACCOhtMT?O/1iT< ANCFIUR IF r�EGUIR€p. M •p BEGQityG AS -=�, ( RFQUIBED l�a' laJYy . T. T SECTION 1 1 SECTIOM 2-2 ?iPE DECREE E3€N[? Ulhd€NSItMtC VOL, TEE AND PLUGS VOL 1. THRUST %QGKS ARE REQUIRED VkEENEVER THE PIPELINE t CHANGES DIREG[ION, CIT,<tM5 c1zF DEAD::ENQS AND AT VALVES. 2. US6 25OQ P 5 i- C>;3iQ[tFTE. 3, No i CQNCRETE S.HAtL DE POURED ON ANY PART OF THE JOINT, 4, TFIE CONSULTING ENGINEER SMALL BE RESACNNIALE. TO THE FAFY THE TYPI: Ys. SIZE OF .ALL THRUST' B E GKs, CONCRETE TH;RUSI" BLOCKS P1T5 FIG.. ;W-3 70-• 3 SIZE OE (FEET) (FEET) CU,ro. B£NU H T GG. 2.69 2,59 3 Ul Q:'Z4 4$ . 221�2 2.00 L5G 2,25 2:09 2&U 2.52 U.iS a.oA 226 250 011.5 iJ 1(4 1.50 2.60 950 0.10 9O 3.66 ,..1G 3:2t .6 94 � 45 29 tlk 2,66 j,66 2.96 i 2.t6Lb9 2;?7 9,24 0.13 IL 1/4 1.66 216 2:67 9.13 L°O 4.83 .3.s& 342 p,B3 .1f}'e 8C12n !� 3 33 3:58 a O.A�' .:T;93 4:U`4 2.63- VARIES VALVE Box TO METER BOX {SEE FIG. W-6 THRU W-7E}. ;'.• r� r �2" COPPER VARIES WATER MAI M.J. FITTING 4" DIP $" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITi1NGS NOTES: • GATE VALVE WILL BEA" UNLESS OTHERWISE SPECIFIED BYTHE ACSA. • SERVICE LINE TOCONNECT A7MAIN WrTH)C'xA"TEE. • REFER TO FED. W-3 FOR THRUST elo[K 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 PARE OF THE RESCRAINEDJOINT, USE [MASTIC SHEETING AS PROTECTION FOR BOLTS. "• 115E 2506 PS.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 t 2u 3O(}r3 Raj CONe,. BASE BENCH SLOPED TO FLOW' CHAN>vEi. 1 f4" i.' MIN FLEXIBLE, ..00NNECTIQN NOTEt WCONNECTION'S TO i 'Tt1ItdLEaS STEEL. ALL 0 TH. 5 ES BAND EXISTING MANHOL BE CORED AND A FSHALL. LEXIOLF CCINiVECTION " 800T " INSTALLED 2" BRANCH ID-2/ Q -I'YF'!CA_L, MANHOLE PLAN SHOWING E3RANC.H TIE - IN FIG. S-i-B Top Vied a" a 6a: MINIMUM _. 4' MINIMUM ~^' o 4" MINIMUM Qu „t G qAINFLi JLStNT :FITTINGS: ;siae VieYr 42" Mirthrtum " - ocmpdti±[gri ikquseC. �� , ,•��� a, £GatYunfzed SE.eyi Eieam, 'lt12 R 14 (rrtGt. slZe) ..... n d'aturhed 45' 3' mitt, pertetra4ion into un t......... , Isaii ., or tis: upprdved by the - o AC5A, _ TYPICAL THRUST BLOCK 1hl FILL AREA NTS FIG. VV-38 TD-5 FIG. W-7a 1 1, } Afitt q _. 4 - 16" H1tL ' � I I[ 1 '11tTfllltl az' MN. I � - b1NGtr'ti7 EpGKtJiG' A5S&Mi3t'f .:.iiri'ASS.... . NOTES: 1, PROu1DE A 6` THICK GFtAVEi. 11~D BENEATH THE METER VAUC"T,. 2. MINIMUM WALL THICKNESS FOR* Pt31=CAST OR: POUR-iPI-PLACE VAULTS SHALL BE 4", MINIMUM WALL. TNIGiSNESS FOR VAULTS CONSTRUCTED: OF ftiASOrdARY F3LOCK :SMALL. BE. £1x: 3. THE, OE.ITBjDt OF THE VAULT 6EL4`Al. GRADE MALL BE: COATED WITH AN APPROVED WAiFRI PROOFING CQ>APOOND. TYPICAL METER VAULT ( 1/2" METERS , ' PITS 7D-15 i3 0 AN fj FT Lt j T a r � �E AfiU r 'SD W 0 tv E E �rIJ FE w a U � a u04. TYPICAL.. MANHOLE FRAME & COVER Pars rtG. si-D 11a-31 W.Uif: HYDRANT MUST 6E EGUEPPED WITH C1iARCOFTES- VIL LE 7EEREAOS. WHICH IS THE LOCAL STANDARD. f(,�LENGTH OF BRANCH VARIES fi' MtN 2' TO 1U'.-..._�� fjP,B 5[tiNE I ..AA YALv6 . TEE 25OUl p.S:l. CrN1GRETE- . 4' BASE: AND TNRusT �' ,'„ ;', *;:'; T• � . BLOCK �cAIN..r UN01TUR6E0 ST!uT3LE SOIL!, STEEL FILE RESTRAINED ,JOI'r[j FE7TINE$ SYHF3•! 7H£ SOIL IS DISTURBED OR th'HEPL A HYDRANT iS: LOCATED IN A FILL, IN ADDITION 'i0 POURING CONCRETE, A. STE.Ef; PILE SFiAL(, BE USED A5 ADDITIONA L SUPPORT., qqTE 1, St1RRUt);lll VScEP HOLES WITH: GQ1CVEi.. AND ISEEP FREE OF CONCRETE: 2 MAIPiFA1N A 3 1//2` MIPI. G9VEft FROM 7RE MAIN TO 7E.1EIFE 'FHYDRANT (.iP1ULUDRtQ: q[TGFEES j 3. F1NE�H[7?GRADE SHALL 51.UPE'.AY,IAY FROM THE, FIRE HYDRANT .Attl[i VALVE BOX- 4. THE f;ATE VALVE IS Au:owE9- EPiSFiQULr}ER OR bEE11{JD THE DITCfi,. IT Is NOT ALt.94SD !N THE DITCH; 4, FIRE HYrER,aNTS 5H.A1:L TIE; INSTI+LLcD AT i.OGAT3UN5 WHERE YrEEP klgLE3 ARE. AUUVE'THE PREVAILING GRQUNp'NAI)iR ELEVATION, IF REQUIRED TO BE IN WET AREAS. THE WEEP HD( -ES SHALL 5>; PLUGGED AND THE HYDRANT SHALL BE F'UApPED 3:fiY. TYPICAL I=iRE HYDRANT A55EMi3LY DETAIL N,7,S. FIG. W-4 TD-a I I , SEWER a r � �E AfiU r 'SD W 0 tv E E �rIJ FE w a U � a u04. TYPICAL.. MANHOLE FRAME & COVER Pars rtG. si-D 11a-31 W.Uif: HYDRANT MUST 6E EGUEPPED WITH C1iARCOFTES- VIL LE 7EEREAOS. WHICH IS THE LOCAL STANDARD. f(,�LENGTH OF BRANCH VARIES fi' MtN 2' TO 1U'.-..._�� fjP,B 5[tiNE I ..AA YALv6 . TEE 25OUl p.S:l. CrN1GRETE- . 4' BASE: AND TNRusT �' ,'„ ;', *;:'; T• � . BLOCK �cAIN..r UN01TUR6E0 ST!uT3LE SOIL!, STEEL FILE RESTRAINED ,JOI'r[j FE7TINE$ SYHF3•! 7H£ SOIL IS DISTURBED OR th'HEPL A HYDRANT iS: LOCATED IN A FILL, IN ADDITION 'i0 POURING CONCRETE, A. STE.Ef; PILE SFiAL(, BE USED A5 ADDITIONA L SUPPORT., qqTE 1, St1RRUt);lll VScEP HOLES WITH: GQ1CVEi.. AND ISEEP FREE OF CONCRETE: 2 MAIPiFA1N A 3 1//2` MIPI. G9VEft FROM 7RE MAIN TO 7E.1EIFE 'FHYDRANT (.iP1ULUDRtQ: q[TGFEES j 3. F1NE�H[7?GRADE SHALL 51.UPE'.AY,IAY FROM THE, FIRE HYDRANT .Attl[i VALVE BOX- 4. THE f;ATE VALVE IS Au:owE9- EPiSFiQULr}ER OR bEE11{JD THE DITCfi,. IT Is NOT ALt.94SD !N THE DITCH; 4, FIRE HYrER,aNTS 5H.A1:L TIE; INSTI+LLcD AT i.OGAT3UN5 WHERE YrEEP klgLE3 ARE. AUUVE'THE PREVAILING GRQUNp'NAI)iR ELEVATION, IF REQUIRED TO BE IN WET AREAS. THE WEEP HD( -ES SHALL 5>; PLUGGED AND THE HYDRANT SHALL BE F'UApPED 3:fiY. TYPICAL I=iRE HYDRANT A55EMi3LY DETAIL N,7,S. FIG. W-4 TD-a I I , SEWER V650T CLASS 1 MIN. >NIPRAP �5" (TYP} • �T PAIN, 6" upoT NO a -� STONE BEDDING SECTION A --A NOT TO SCAI;E [.F,PtGTFi t;VAEii£Sj MATCH EiiE.s71NG Ptii)FtLE. EkOEf' T WHERE :SLOPE OF I I f-1 MAX: HANK EXGEEQ$ t: 70 T i lr. 1 t.. ,• uPr l , 3.D' IAfN, j I { 2' �----�'- MATERIAL A. i ELEVATION I NOTE. YtrIFJ`4: EIERRQCK IS ENC4UIJ3EREp AND COVER: EQUALS fiH EXCEEo5 3', THE. Tt2ENEft I S:IAI.L $E:, fTRCKFELCEQ YA"M OOMPAGTdD 21A STONE AMP TUFREU ri1TH 16" OF YDfll` Ct.A55 1 Eiil?RAP: . WATER TYPICAL STREAM: CROSSING Pdl'S FIG 12: SERVICE LATERAL CONNECTION NOTES: I. 44E A SEWER SERVICELA7ERtSL GQNNEOTS TOA fi4Al` ijUl:f; AND NO INVERT" ELE'VATLON FUR THE SERVICE LATETtkI. IS WGIGATEo 1 THE TOP (CRO.'1IIJ) ELEVATION Of TIE SERVICE LATERAL PIPE �IALL,AE' A7 LEAST 0,2° HlGNE33: THAN THE TOP (CROWN) ELT=VATION OF THE -THE LDN£4T PIPE C9NNECT"c0 T4 THE MANHOLE, 2, SEWER LATERAL$ TAPPED, IiY{U .4P! €.XEST,ING.:SeWcr7 MAIN. S`,{r1Ll: HE EONNErIEQ t1s1NG A :PIPE SADDE.E; 3. idlNl#dUM GRADE FUR .SEWER SERVICE GQNNEGTiQN SFIALL 6E: 29 g, ALL_ SE,YER I.ATEitR1.8 SHALL HAVE A MINIMUM CC7VEEi 2' MIN DIAMETER. OF h.". 5, ALL SE4YER LATERALS SHALL HAVE A MINIMUM COVER OF 3 i`EEr SALT , ;TtEATED. 2 1< 4 F3N1SF1Ei} O'RQUNO MARKcR 1?UJG END tiF s---- - MA?N LINE- SERVICE I.A'iT;RAL 4 SEC�FIC�h� ......tit LINE WYE-TEc; PLAN VARIES _ SEWER :SERVICE- .LATERAL C,ONNEf%TiON FIG S-Z PLACE. 5' (3ALVANIl.EP " SHYNESS " POST `1flTN CAPP[A ENOS.:PAINTE[7 HLt1E IN EY-htaTE AREAS �p AS :OIRECTEO. MARKER Lo4AifQN MAYBE SUE34;,CT ' -�. T.a=NiGFi4YAY DEPARTrd€N'r APPRpVAl. FINISHEFJ GRADE 4� I. fiIIJU57Ax!E TRAFFIQ RRTEB VALVE:BOX ll! LS3] - - - M:;L GATE VALVE INE L WATE R i5UQ' P.5.1. • • cpNCR�T>: 4 2`x 2' :geAtitivc AREA. THRUST tiL[iCK q . NOTE : 1Pt I{EMa1E AREAS: VALVE f3OjCE5 SHALL EMEND SIX (0) 1NCE-1ES Af3(7YE GRADE. TYPICAL GATE VALVI^. ', •�- NTS FIG- W-'5 ,�. Y .,:.j fl)f-C�i.Y� ;OFF 0- 16 j?.D) ti. k ti REMAINING BACKFlLL SHALL . , NOT CONTAIN ROCtE: MATERIAL • 36. "MfPI LARGER THAN 5" IN ANY' DIMENSION ��!•"ML � IPdT1P,L.13RCL<FILL" �..".b11N kINF�EDpAENT � TNOROU%HLY CO?•APACTE[3 Y 'ANTS OR tiPPROVED SPRING LINE MECHANICAL TAMPER OF PIPE --IiAUNC}fINO N0: 13€3 STONE --- E3EDet1hLC 6" mnx 4" lnin j�-FOU¢JDATION ( SMALL 8E �j RE=4tJIREL3. WHEN SOIi: CONDITIONS, ARE UNSTABLE ALL PPE) NOTE t R L) -- -�W IN PAYED AREAS WITHIN EXlS iI,NG V OT RiG HT�JF AY SHALL 1. OPEN CUTS BE . BACKFILLED ENTIRELY WITHNO.. `L.1A STO}`VE. 2.FCR DU:CTIL1" IRON PIPE THE BOTTOM OF THE. TRENCH BE SCRAPED riSNALL AND COMPACTED, AND All, SitIPTcS. REMOVED OR A 4 8EUlliPlu Of tJ4: 68 STONE SF AL E P OVlD I.L >;.R EI1' 3, WI-IERE RUCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM g..0 BEQQITtG OF NO;. 6.&: STONE ' TYPICAL_ SEWER PIPE : INSTALLATION [IN TRENCH PITS FIG: s-3 TD-34 Q �L ' AI U r. IV1 ' - ::JiJ`WoEn y; Lis,. ��isa. �sti951 6 512 212 0 , �SS�oNAL ���'.� 1pftwol� Ln E N M OV N a w c F- E 3 QW U �+ Z ❑V�� O LUa: C w Lu M 0 CQ (D � o -' V Z C co �1.� @ w Z a �0 3�.Q. ❑ U � n Q 0- In 0 � = i LD f--1 ~ w C) U)Z 75� > Z O �0 O mo IY �inz(nU 00 O ~ Q H i CQ ­1j j � M V) CL = Q Q. � a W 1 O LL, Q ti O C) O O O Lu o 6 CNI C] �Q�NLi DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS (u W � o H rel EL o CL J o H � � � m U W w Q J c m w >z WmU) Q W o w 1 O L H � _0 11 z J H �0 cu H J � w E o V / � f0 C H 0_ Q O � fy N ° zN O W o 0 Cl � o •3cu cu : tz 'N m � in U C ,o � U � o E � U (6 v m n JOB NO, o m U 42297 �o � SHEET NO. Q U o my C5.3 21 0 c 0 CU U IL O to M O 0 N I� N c 0 IL 'II C1 Z I- R U vi Project Name Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type I Building Number(s) 3, 4, 5 Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X 48 - 384 Bedpan Washer 10 X = 0 Bidet 2 X = 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 24 = 53 Lavatory (bathroom sink) 1.5 X 48 = 72 Showerhead (shower only) 2.5 X 48 = 120 Service Sink 4 X - 0 Toilet - Flush Valve 35 X = 0 Tank Type 4 X 48 = 192 Urinal - Pedestal Flush Valve 35 X = 0 Wall Flush Valve 16 X - 0 Wash Sink (each set of faucets) - 4 X = 0 Dishwasher (residential) 2 X 24 = 48 Washing Machine (residential 6 X 24 = 144 Hose (50 ft Wash 1/2 in. 5 X - 0 Down) 518 in. 9 X = 0 3/4 in. 12 X 4 = 48 Other (Desciption) X = 0 Other (Desciption) X _ 0 Other (Desciption) X = 0 Combined Fixture Value Total: ----------------------------------------------------- 1,061 1. Domestic Demand based on Fixture Value 75.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0,0 gpm *Submit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 60 gpm 5. Actual Meter Size based on Total Demand 1 1/2 inch Project Name ------------------ Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type V Building Number(s) 2 Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X 44 352 Bedpan Washer 10 X = 0 Bidet 2 X 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 22 - 48 Lavatory (bathroom sink) 1.5 X 44 - 66 Showerhead (shower only) 2.5 X 44 = 110 Service Sink 4 X = 0 Toilet - Flush Valve 35 X = 0 Tank Type 4 X 44 = 176 Urinal - Pedestal Flush Valve 35 X = 0 Wall Flush Valve 16 X - 0 Wash Sink (each set of faucets) 4 X 0 Dishwasher (residential) 2 X 22 - 44 Washing Machine (residential 6 X 22 = 132 Hose (50 ft Wash 1/2 in. 5 X = 0 Down) 518 in. 9 X 0 3/4 in. 12 X 4 - 48 Other (Desciption) X - 0 Other (Desciption) X = 0 Other (Desciption) X = 0 Combined Fixture Value Total: 976 --------------------------------------------------- 1. Domestic Demand based on Fixture Value 55.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0.0 gpm *Subrr'it separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 55 gpm 5. Actual Meter Size based on Total Demand 1 1/2 inch Project Name Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type II Building Number(s) 6, 7, 8 Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X 42 = 336 Bedpan Washer 10 X - 0 Bidet 2 X = 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 28 - 62 Lavatory (bathroom sink) 1.5 X 42 = 63 Showerhead (shower only) 2.5 X 42 = 105 Service Sink 4 X - 0 Toilet - Flush Valve 35 X - 0 Tank Type 4 X 42 = 168 Urinal - Pedestal Flush Valve 35 X = 0 Wall Flush Valve 16 X = 0 Wash Sink (each set of faucets) 4 X = 0 Dishwasher (residential) 2 X 28 - 56 Washing Machine (residential 6 X 28 = 168 Hose (50 ft Wash 112 in. 5 X = 0 Down) 5/8 in. 9 X = 0 3/4 in. 12 X 4 - 48 Other (Desciption) X _ 0 Other (Desciption) X = 0 Other (Desciption) X _ 0 Combined Fixture Value Total: ----------------------------------------------------- 1,006 1. Domestic Demand based on Fixture Value 55.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0.0 gpm *Submit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 55 gpm 5. Actual Meter Size based on Total Demand 1 1/2 inch Project Name Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type Clubhouse Building Number(s) - Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X - 0 Bedpan Washer 10 X = 0 Bidet 2 X = 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X 2 = 4 Kitchen Sink 2.2 X 2 = 4 Lavatory (bathroom sink) 1.5 X 12 - 18 Showerhead (shower only) 2.5 X = 0 Service Sink 4 X 1 = 4 Toilet - Flush Valve 35 X = 0 Tank Type 4 X 11 = 44 Urinal - Pedestal Flush Valve 35 X - 0 Wall Flush Valve 16 X 1 = 16 Wash Sink (each set of faucets) 4 X 2 = 8 Dishwasher (residential) 2 X = 0 Washing Machine (residential 6 X = 0 Hose (50 ft Wash 1/2 in. 5 X - 0 Down) 5/8 in. 9 X - 0 3/4 in. 12 X 6 = 72 Other (Desciption) X = 0 Other (Desciption) X = 0 Other (Desciption) X _ 0 Combined Fixture Value Total: 170 1. Domestic Demand based on Fixture Value 28.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0.0 gpm *Submit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 28 gpm 5. Actual Meter Size based on Total Demand 1 inch Project Name Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type I Building Number(s) 9,10 Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X 48 - 384 Bedpan Washer 10 X = 0 Bidet 2 X = 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 24 - 53 Lavatory (bathroom sink) 1.5 X 48 = 72 Showerhead (shower only) 2.5 X 48 = 120 Service Sink 4 X = 0 Toilet - Flush Valve 35 X - 0 Tank Type 4 X 48 = 192 Urinal - Pedestal Flush Valve 35 X = 0 Wall Flush Valve 16 X = 0 Wash Sink (each set of faucets) 4 X = 0 Dishwasher (residential) 2 X 24 - 48 Washing Machine (residential 6 X 24 144 Hose (50 ft Wash 112 in. 5 X = 0 Down) 518 in. 9 X = 0 3/4 in. 12 X 4 = 48 Other (Desciption) X - 0 Other (Desciption) X 0 Other (Desciption) X = 0 Combined Fixture Value Total: ----------------------------------------------------- 1,061 1. Domestic Demand based on Fixture Value 60.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0.0 gpm *Subrrit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 60 gpm 5. Actual Meter Size based on Total Demand 1 1/2 inch Project Name Berkmar Drive Apartments Co. Project No: SDP201900049 Building Type Maintenance Building Number(s) - Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X = 0 Bedpan Washer 10 X - 0 Bidet 2 X - 0 Dental Unit 2 X = 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 0 Lavatory (bathroom sink) 1.5 X 1 - 2 Showerhead (shower only) 2.5 X = 0 Service Sink 4 X 1 = 4 Toilet - Flush Valve 35 X = 0 Tank Type 4 X 1 = 4 Urinal - Pedestal Flush Valve 35 X - 0 Wall Flush Valve 16 X = 0 Wash Sink (each set of faucets) 4 X = 0 Dishwasher (residential) 2 X = 0 Washing Machine (residential 6 X - 0 Hose (50 ft Wash 1/2 in. 5 X = 0 Down) 5/8 in. 9 X - 0 3/4 in. 12 X 6 = 72 Other (Desciption) X = 0 Other (Desciption) X = 0 Other (Desciption) X - 0 Combined Fixture Value Total: ---------------------------------------------------- 82 1. Domestic Demand based on Fixture Value 25.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gpm 3. Irrigation Demand (From Engineer*) 0.0 gpm *Submit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 25 gpm 5. Actual Meter Size based on Total Demand 1 inch Project Name Berkrnar Drive Apartments Co. Project No: SDP201900049 Building Type IV IBuilding Number(s) I 1 Fixture Value No. of Fixture Fixture: 60 psi Fixtures Value Bathtub 8 X 49 - 392 Bedpan Washer 10 X = 0 Bidet 2 X = 0 Dental Unit 2 X _ 0 Drinking Fountain - Public 2 X = 0 Kitchen Sink 2.2 X 35 = 77 Lavatory (bathroom sink) 1.5 X 49 - 74 Showerhead (shower only) 2.5 X 49 - 123 Service Sink 4 X = 0 Toilet - Flush Valve 35 X = 0 Tank Type 4 X 49 = 196 Urinal - Pedestal Flush Valve 35 X = 0 Wall Flush Valve 16 X = 0 Wash Sink (each set of faucets) 4 X = 0 Dishwasher (residential) 2 X 35 - 70 Washing Machine (residential 6 X 35 = 210 Hose (50 ft Wash 1/2 in. 5 X = 0 Down) 518 in. 9 X - 0 3/4 in. 12 X 4 = 48 Other (Desciption) X = 0 Other (Desciption) X = 0 Other (Desciption) X - 0 Combined Fixture Value Total: ----------------------------------------------------- 1,189 1. Domestic Demand based on Fixture Value 60.0 gpm 2. Fixed Demand (Includes all demands except domestic and Irrigation) gprn 3. Irrigation Demand (From Engineer*) 0.0 gpm *Submit separate form for irrigation meter, only fill this if irrigation is through main meter 4. Total Demand (rounded) 60 gpm 5. Actual Meter Size based on Total Demand 1 112 inch a: MIN,YPOT..CLASs. I. RII?RAF t, r Vf1NZ ?IPa l - voaT No 1 STONE BEDDINU Q..o. SECTION A -A CONCKT& 6Ngk�DAFNT 09T TO SCALE LENGTH (VARIES) .: MATCH €XISTING PRQFI7.6: /� 1 EXCEPT W1iEft£ SIQi'E VE BANK EXCEEDS I TQ 1 f j MAk A a. 3'4 MIN.... t, liMDl ,^aTUR.61;u MATERIAL A. ELEVATION NUTES: 1. W4 RE V. $s THAN .3' OF CO'I R: jS AVAILABLE :yeLQSY STRr41M6ED, :CONCrZE1E. ENCASEM€NT 1Mt C B RECl3LREU.: 2. WHEN $EDROCK IS EN..WINTE1RED ANO COVER EQUALS (R E)4t.`EEDS S, THE TRENCfi.'$HAf;.L,�. BE UAS HJUED WITM COMPAC71_YI 27A.5TQNE:hN0 TOPPED V%TR iW OF .YDOT GLASS 1 RIFRAP. t $EWER TYPICAL STREAK .CR255ING N.T.,S rIC, s�7 TO-ag ROADWAY tR 1 L ! j Q ~ ��E PAVEMENT -- as' MIN. r � I DATED STEEL OMO OR STA NLc S5 -0.25' MIN. THICKNESS 51EEL. CASLUG it4wi.AToas _ SEE CASING- ^� _,,,�,-I i,,,42 CONCRETE EiIL IL ]�� BOTH ENDS I t 7' OR a` 21-0, 121` 1 DUCTILE IRON PIPE i6 pR 2(J` JFIINT OF A,I. (RESTRAINED JOINTS) t NOTE, 1• STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SID£`NALK, ETC, OR A MINIMUM OF b' BEYOND THE £AGE 9F PAVEMENT, WHICHEVER 15 GREATER. 2. ENTIS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL, 3, MIDDLE SPACER SHAH BE PLACED AT THE CENTERPOINT OF PIPE, j,`�NER TYPICAL. STEEL SLEEVE INSTALLATION UNDER ROADWAYS ---- N.T.S FIG. 5-5 U(_ �j•2q-Z ,LZr o� wy P. lei IM)W s.ER Lis,. No. 050951 512 212 0 a Ln B N N UU M Vi N E uI c ~ B 3 Qw v 3 LU Ce LL C:) g000 0 LU LU M kD 0. F- a; Ln CL Co o v Y " 0 Li Ln L � a� o �o � N o Co C) r., Co O w ­4 1.- O z ti O U O Wp © a Q O_^^ N�N vI M LU ti Zj Z m (0 ck� U) CL Q j Ly zt 0 U 24 O � Z � o 0 LU ¢ \ M N O o \� N DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS 0 Vl U H � Z � W ( N 0 H � J+ J o H 0 �'- U Wc Ir J �a Qin cu � m cu w Q WEdW o \ ¢ W Q F--� O c H �j � Cl 50 C) V) >- U0 I-- Z o J _j o O re d J g� w �E o �_ U-)=N (D o8 �N o� �Q x F a) LUa) `o r 0 Q o '3 Qm c U N C o) o a) V aL 2 o rn o (A U c `o o` E c U R% o � � c y�2 U 30B NO. N o_ U 42297 n 0 SHEET NO. n o C5.4 I- 5 0 50 PROFILE SCALE 585 585 M 580................................................................. .................................... ................... '...............................i............. . ry rt .................... ............................... ............................... ............................... ............................... r 580 q+ O C�: �F-tn:u z >: 0 575 - z: :> ................................. a....................................:................,................... a.................. ................:.................................. .................................... ?` a:....................................a.......................................,......................................................................s................................................................................................................................... —............................... ...... ..... ...:... ..... ..:... ........................575 o Lo (0° � " ti• EXISTING GRA E �` N °° t' fZ 0 OLO ��� i h ......... ......... .. ..... ............... ........... ..GO...�j:.. ........................... :•x•• .. ...... ...................... M i 44?..................................................... ...................... cly.R8.. .° N N q Q..w........................570 p 8" D.1 INV 569.19 �,� ,� ^ �, N CU°rp (0�� 0M t(� L0 O d i i Lr) i— ,a. M (n � Lf ) Z WATER MAIN: Q�M Q Ln�co d; o zz Lf) 4n O LOn d d LO _ RETAINING t cn ~ z �*- LO ° N N Q O N °0 Z Z O 565 WALL �... L`n LO c) ~ M Q M Z In 6 ................................................................................................................... p O ` i a .......................................................... N a........................................a....................................;.............................................................................................................. ................................................i-................................... i s Z F-............................................ .................. ............................................................... 565 w - +�� ,n O �0-o O � Z � PROPOSED GRADE - Z - z Q p r- WALL - t- U-) Lo FOOTER z 560 O .............................................. ...,,a.........................y.. ...,............... ............ ..... ............................................................... .................... ...... 560 R18 22 INV 556.87 N1f. 557.51 555 R78 ................................'..................................:....... .......................'......:........................................................................4 1-................................................................................................ ....... ............... ............ ......................... .... 2 INV 555. 5 s...... 1 �6.62' OF . R1 6 2-3 INV 554.16 8 ©uctlle Iron --r 0.52% 296.45, OF 3-4 :8" Ductile Iron 82.89' OF 4-5 550 26 LF ACSA STD.::TD-36 : @ 0,52% 8" PVC 63.81' O STEEL ENCASEMENT C?°° „PV z 550 PIPE (TYP.) @ 0.52°/a 48 545 8" D I INV 546.31 545 WATER MAIN rn0Lr)-� RE INING (\I N 0) WALL -t r CL rn r t 540 °°Cq-":,m 9) ��� N WALL �� F OTER + ~ o ? u' S40 ACSA STD. EXTERNAL �a O a DROP CONNECTION 5-6 > ((SEE DETAIL ON C5.6) 137,28' OF _z i - z 6-7 8" Ductile lion 142.25' OF > �, O 535 ,5z @ 02°/a 8" Ductile r > `�' `' @0.52% _ XLnr,� 535 f0 N + LO �F-N 530 7Q ) z 530 142 LF ACSA STD TD-36 STEAL ENCASEMENT PIPE 525 1" ................... ................................... . ............. ................ 7x� .5' 525 1 i @ 3C520 •P520 32.59'OF 2 LF CONCRETE8"PVC ENCAS MENT BELOW STR AM GROSSING 515 515 510 510 t, COd N N O (fl N �t Cl) 0) Ln W O O r- °p `� efl '� tt 00 4 O °� rn h? N a M eD r1 Ln N N Ln allo N N e-. N M r oM co MM �}M NN "O �M �O �M r! N t"O Or' O`- �O �M �� -0 C6�• Nc- d O Cpari C° �` cfl cfl o o cfl o c0 cfl cfl Ln h Ln Ln Hr� Ln d Ln M M N N Ln U) Ln Ln Ln Ln L() '� Ln '� Ln U) Ln Ln Lo �% L0 Lr) �% Ln h � `t) L0 LCi � �i In L:i LCi -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 12+50 MH1-MH10 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 S 2a2� Lit,. No. 050951 r" 5122120 6 Ln E N O (M V N to C > E W C E H E 3 W U 3 ON�� LU U- oO C)LU W M � O. ~ u 'n H 0 1 go�LL 0 U L o m °- LA o 7 N O ca O •4 W QO W r-+ I-- 0 C9 D F- a W W Q z O U) 7 Q m Z O z ti O S` U) Q 0 z ct �C z O U �-- Z > OOS�OU � O ti Q 1j m CQ � C4 o O � 4 J ti O �l 4 Q U O m Q � o 0 LU N N q -a', N N N DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1"=50' 0 G s ai U C N q 0 H N W 0 0 H R F- a OLU � o G u q 0 G � m w Q Ui Q U r/H d =3O H 0 o Z vz O LPLj s H � G w E.2 -O G a) UG H � O q ° � O 3 N N TY O O ` rr, Q. LU�x O S 0 Q 0 o .�i CL rn a) G U N NG O O U i N t"p (6 G O � U � L (� �G U � O N � (li Q JOB NO. 0 o U 42297 to C:0 SHEET NO. a Y C5.5 s F,RS 570 0 + T ?O 00 O W Cl) •-• •• CDNCOMN N j2 T Q0 0) 00 M 565 LO � 1� + LO :V. {— � y F- Cy-) T Q 0 r~ PROPOSED Z > O 00 0 M m TQ�� �N.- oO N� o ���, GRADE Z� 5Ln00 N Lr)u)o0 rn Lr) L-0 z + Lr Z z cLr cwo o o 560 F- (pLO - �- F- u) ur z F- N O > O Z s n > > z z EXISTING; GRADE 555 �- 8" D.I. WATER MAIN 550 - - R118- 14 INV 548.77 38 INV 54 .72 INV 548.1. 545 I 18-19 —` 545 54.78' OF 8" PVC 11 .07' OF @ 0.52%Ca " PVC 0.52% 540 540 20-5 ACSA STD. XTERNAL 109.57 OF DROP C NNECTION " Ductile Iron (SEE DETA L ON C5.6) @ 0,52% 535 535 e.�M k cow o0coco �It �� �O �O LO L LO LO m -0+50 0+00 1+00 2+00 MH18-MH5 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 3+00 3+50 3�5 NM MO O In 1 NO^'^ O CA co � (V CV O N r; N N-Z N_N T M O co M N + �T`"N- f ` — QM o0 O �! 4? ��N M + Lb..,. N' QQ� ti ~ M 560 560 it Q O M 00 crnr ; to 0Lp � NooNON Z 1= C!)F-O o I Z Z CD It p 1 Z Z Z + z > Z - O Qp Z > 555 555 EXISTING GRADE z " 550 550 t 1 PROPOSED 12 GRADE 12 INV 546.97 NV 64132 545 545 8 I NV> 543.74 (I2F 121-22 540 540 1' MIN 122. --r. SEPARA ION $" PVC 135.81' F 23-` 0 @ 0.52% all PVC8" 79.42 OF I @ 0.52° Ducti Iron @ 0• % N, T n -0+50 0+00 1+00 2+00 3+00 MH21-MH2O PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 585 585 T`O d ^ -............................................................................................58 TO rV .......................................................................................................... y............................. 580.........................................................,......................................................................... .......................................,.......,.......................... .. 0 �' CV N cO N OI- T TCpOT Oi�00� N h T L0 LO tot N575 575 .......................... ........... ........ ...... ............................... ................... ........................ ............................... ................................................p.................,.. ,........ �...�... .. ... M co M ^� EXISTING GRADE ~. > O T O CV T T: 00 Z + Lr) Ndti 1`i BOO T O i 570 570.;................................................. .... ....... .c�..w;.................................... :..................................... }.................................... ..................................... i....................... ........... ......................................................................................................................... 'a z F-; LO LO LO LO LO 0 .. ...............................h.. PROPOSED GRADI > O' Z > d r O z: O LO M d ............................... ............................... + u� 565 565 ' .�...c.............. .......... R66' �• CS co .. cj INV 564.39 m L Lo TNtf)� O�OCO 11-12 �� 3' MIN. z °T°�d r�ui TTr cfl r~d�°No `° 149.68' OF COVER > O +a'� T T + 'r' aMo 406 6 d %00 v"LO 84, PVC 2-13 O : rn Q r+- a , rn 560 T , - .... ;............................. �,........ �.................... @ 1.3 ° 11$.35 ......................... .!- .. F- 560 -:...........1.........R............................�..........Q)F........,.................................,............ ..... .......................................,...........�... z .. C LO in LO F- Z F- z z_: 2 934` z z z z z i i 9 — — 4 g„ 4 OF w� s 555 P.. ............�.................. ... ''"' 555......................... Ver... ..3 110 14-15 t?.78 550 O ' 1 1` :......................................................................:....................................;..................................".{�(�t ................ �.....;... 550....................................,..................................... C 6..1.6... ..' ....................................,............................................................................................,...............,.. a `� 61, OF 2 @'2 OOo �" 122.861, 16- 7 8" PVC 42.33' pF @ 1.00% 8" PVC v ti @ ....... ... .............. .... ............................... 545 ................. . . .;. 545 .......... ............................... ............................... ............................... .................... ••--.,,� �,. .,...�.. ,.dam ............................... ............... ............... ............................... .............................................. 54 540 .................................................. .............................................................................:....................................q.........................................................ry....................................:....... .. q.. ... �... h.. ................................¢................................ h 0 ' ............................... € I ........... ACSA S�D EXTERNAL ; 535 s................................1....................................:;....................................:....................................................,..,................;....................................,,....................................,.......................................................... :... 535............................:.....................................,........,.......................,...;.................................... ,.... .. (SEE D AIL ON C5 DROPCONNECTION S E~T 6) 530 530 CO (0 m� �o q� CD �LO O �(D �� �� d `t cp� Mo �� L6 N� Mai CLO O O -t 0i 0 t1 tf7 M O a O O ILO LO LO LO � -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+ MH11-MH16 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 50 5351 4+00 575 575 .- r O N � O 1` + Lo OO-O 570 14- O ~ 570 PROPOSED O GRADE 565 565 TO:LOr r s coil m ar: LO r u +: Ln0 Q: •S, 560 � LL �' T T RETAINING QO cr? 560 � � �..._....�..w......'s WALL U) U) LO.�...,...�� 0U")LO �a. Z z j c�4 > > O Zz> * Z 555 555 .� —WALL— ` F OOTER 20 LF ACSA STD. TD-36 STEEL 93 7�+ ENCASEMENT ' PIPE (TYP.) 550 3Q, 550 EXISTING GRADE 545 •'. 545 -0+50 0+00 1+00 MH17-MH15 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 FRAME & COVER •SEE FIG. 5--1-13, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 7 _0,. .� 1 RUBBER COATED STEEL STEPS 1' 0' MAX ffA CASTIN PLACE ^� PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS OR APPROVED EC,II.IAL 3'-0" MIN P .a THE DROP CONNECTION SHALL BE © DUCTILE IRON PIPE (CLASS 50) 5' BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12 IN BACKFILLED WITH SELF-COiMPACTiNG 16" MAX STONE, A MINIMUM ELEVATION DIFFERENCE A t2"M N 12"MINN ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0,20 FIwE•r A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE ` k PROVIDED. A. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE. EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES, TYPICAL MANHOLE WITH DROP CONNECTION NTS FIG. 5--1•-O 2+00 M9 0 50 PROFILE SCALE SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE FRAME &COVER SEE FIG, S-1-•D, E PRECAST REINFORCEII CONCRETE SECTIONS WITH '0' RING SEALS OR APPROVED EQUAL 2._0' .a 1'-0' MAX o" A FITTING MAY 13E REQUIRED Q WITH ACSA APPROVAL. a THE DROP CONNECTION SHALL BE 3' -0" MIN DUCTILE IRON PIPE (CLASS 50) •� BACKFILLED IN 6 LAYERS R L S AN COMPACTED BY HAND TAMPERS OR BACKFILLED WITH SELF -COMPACTING STD:& 12MIN M1B" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO T CUTLET SHALL BE 0.20 FEET " 12 MIN 12 MIN .• A FILLETED INVERT FOR A SMOOTH c A BETWEEN VARIE • • TRANSITION C), FLOW c' INLET & OULET PIPE SHALL BE PROVIDED. Q . FITTING DIMENSION VARIES WITH SLOPE. 12 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: , 1, BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED, BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE DROP CONNECTION WITH STEEP INCOMING SLOPE NTS FIG. FO--28 I TU-2`3 w a Lis,. x�iu, 0y0951 44p 5122120 �IIIIIIIiSONAL'" Ln E N O CM N 'i > E w E c ~ E 3 a W t 3 �w a Co,1 w LU M 0 -zoU,05 ¢ o � r U) 4 �o�U. o a a� cn 0 p ko F- v o H Z j :2C) 04 Uj O',ZcnU _j (f) 14O~Q ow ti�V�jm� QO 0 �ZurO� F- n ��v,Nq ^i Q� O w LU Q ~ \ Z z 0 DATE 1212812018 0 r DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE lit 50' 0 c s U c N 7 m zaL z :3 W N 0 0 H > a o � W � O J LLW� J L o Q O v c c m W r) i? Ll..l [ i c `o o o L 1­4 I-- 3 c H 0a (1� 0O H p o [_ Q-U) C] m z a)o .J (.n Uj 1° o V 8 a N z H O 2 Q w F- 0 Ca 0 ;i 0 CL Y U V7 X O O U N U �o E� O C O N v0 of v� s JOB NO. m v 42297 Ctz (o SHEET NO. CU C5.6 E�E E # E # E E 585 i { # ............................... ............................................................... ............................................................... ............................... .... ............................... ............................... ............................... ............................... ............................... € .. € {... ............. ............................... £... E... ... ... I... s # ? ............ , f f E rr �� f # E V 580 ............................... ............................................................... .................................. .... ...................................................................... #............................. • . ... .... { I— f .. €....................................................................................... EXISTING GRADE 575 s s 'n n E f 8 x6 TES... ............................ ............................... ...... . 8"x4" TEE { PROPOSED E RADE T COVER 8"x4" TEE f E { # -� PER ACSA 8"x6" 8"x8" TEE TO E E E # F n a �{ E E WATER -A 8 x8 E E 570 �..... E f .......................................................................................................................................... ............................... �l'O STA 20� �67• r �; # ......���• rr rr ����� 5 MIN. 8 x6 CROSS O R8 w" " E SEPARATION— 8 x6 {TEE F.H. ASSEMB IES INV 56899 8,'x4 TEE I f P R ACSA # : f 8rrx4" EE $r'X11-25° # 8" 11.25+22.5°"x6" TEE , BENCH 8"z4" TEE # 8"x6" TEE TO { ~h 565 BEND F.H. ASSEMBLY f 8"x6" TEE E ............... ........................ .... ... ... E .... ............. # r... ....................... € 8" G.V.... E... E. f 8 x6 T w' R66 t # 8"x6" TEE TO i i # EE O F.H. ASSEMB Y � ` F.H. ASSEMBL , INV 564.23 { ; 4 { E 8"x" TEE �` 3' COVER { � 34 ( � PER ACSA # INV 561.98 8"x4"TEE r INV 561.62 560 f / 8 G.V. { r # »� r E �• QUCTILE IROi�I .......................................... ...... ........................................ { M { 56' WATER E 8"x TEE { SEPARATION 6S E1VtBt Y "-. w INV 558.55 MAIN ..AS8"x45° BEND ' T TO 3' OVER F.H. AS EMBLY PER ACSA , PER ACSA 555 { + R78 ..... ........ 8"x11.25 2 5 .......................... .. ........................... ............................... ... 2 ....... ............ ........... # £.. s. s. #... {... BEND INS/ 555.12# ............................... { ss � .. 0.5' MIN. - 8" SANI Y 8"x6" TEE'f0 IN TfIR f E SEPARATIO i Q V 1553.95 ........... ......... 6 8 x11.25+22.5F.H. ASSEEViBLY PER ACSABEND8 x4 TEE8"x11. 5+22.5°8"x8" TEE TO 550 BEND f € { E 8G.V. ............................. .............................. ............................... ...... ........ ............................... W �.. .. WATER-1 C , G.V. E # (3) 18" RC £ CULVERTS' E 545 8" G.V. � # # ....................... ................. ? € i E i i TIE TO EX. WATER MAI - � "...................................... # # WITH 8" TAPPING E t SLEEVE � VALVE E { 540 ' .................................. ................... .............................. .............................. ................................................................ -.. .. ............................................................................. ............... ........................................................................................................ f r � # # # { E f 8" SANITA{ RY 535 E f # .. ..... ......... .... E E ....................... # ... E E... ............................... ......................................... .............................. # €.. EE i f 530 # { f # CD 00 N r- M (p l() (p 0) r (D (0 M O •- f\ (p coO1() (D pp ti 00 (O CO O (7 00 l() Co In 00 O er (6 tf) ch O CO CO h- M (O N �O Orn �d NO �rn �d �N (O� �� (Och �rn co00 �00 d O �O M� �M ch r' (si ai °j �t " co of ai °o a °� °� �i ri v M (o (fl co ni co N R ai ai (d rr ci oS fli ad h (o � �� t\ h t\ N o (0 Co (p (0 W co tp co o (p o o o of �� �(n �(n �(° �(° 4j(0 �(0 �cfl �� �.. �ti �ti �ti hr �� fir. r. co 0 0 (o (0 (fl m (0 LID u> Lo 0 (n (n (n u> (n u� u� �n b u� � ,n h � � � � � h � '� � '� ko � LO 4� � � L b ,n -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 WATER-1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 RESTRAINED LENGTHS FITTING LR 6"x11.25° BEND 2' 6"1 BEND 4' 6"1 BEND 8' 6"x90° BEND 18, 8"x11.25' BEND 3' 8"x22.50 BEND 5' 8"x45° BEND 10, 8"1 VERTICAL BEND T UPPER 1 LOWER 8"x4" TEE 1' 8"x6" TEE 15, 8" G.V / PLUG 40' 6" G.V / PLUG 31' m vi NOTE: L.R = RESTRAINED LENGTH ON EACH SIDE OF FITTING; MECHANICAL JOINT RESTRAINTS SHALL BE PROVIDED FOR ALL FITTINGS LISTED ABOVE. RESTRAINED LENGTHS SHOWN ARE BASED ON AN ASSUMED TEST PRESSURE OF 150 PSI, 1.5 FACTOR OF SAFETY, AND 3.5' DEPTH OF BURY. J 0 50 PROFILE SCALE / /cl Lis. No. 050951 ,A,0 512 212 0 un E N O CM V N 0 > E 6,9 w a ~ E 3 <C WLu v 3 ❑v�,D go O O l 1 J W M a� Ln a00 m p V 3: u- �o a E- w 0 -n o 75 N O � Ln O �CID ow ­1 �_ e., Z z ((O v/ ti O U w Q O o � Q O ti 4. Z Z w ti m � c� n Q o � O W z� U w� DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 111 = 50' V1 ' H z w , r H LAC u , mow' QO U H ; C.Luiu_ O ' a' i W a f wm , a w H u u) w ' E Q LL. 4 H f Lu ; V Q � ry O < ui j , JOB NO. 42297 SHEET NO. C5. 7 f 13+00 RESTRAINED LENGTHS FITTING LR 6"x11.25' BEND 2' 6"x22.5° BEND 4' 6"x45° BEND 8' 6"x900 BEND 18, 8"x11.250 BEND 3' 8"x22.5° BEND 5' 8"x45° BEND 10, 8"x45° VERTICAL BEND ITUPPER 1 LOWER 8"x4" TEE 1' Wx6" TEE 15, 8" G.V / PLUG 40' 6" G.V / PLUG 31, NOTE: LR = RESTRAINED LENGTH ON EACH SIDE OF FITTING; MECHANICAL JOINT RESTRAINTS SHALL BE PROVIDED FOR ALL FITTINGS LISTED ABOVE. RESTRAINED LENGTHS SHOWN ARE BASED ON AN ASSUMED TEST PRESSURE OF 150 PSI, 1.5 FACTOR OF SAFETY, AND 3.5' DEPTH OF BURY. 14+00 15+00 16+00 17+00 18+00 WATER-1 PROFILE (CONTINUED) HORIZ SCALE: 1 "=50' 'VERT SCALE: 1 "=50' FRj, .riRS 580 580 EXIST NG " - GRAD 1-11-3.5'N IN. COVER 575 PROPOSED"" 575 8" CA 8"x8" TEE; TO 570 WATER-1 8" G.V. 570 8"1 TEE 8"1 TEE 8" G.V. 8"x6" TEE TO 565 F.H. ASSEMBLY 565 560 560 O N t� ti W �N h� hL L LO -0+50 0+00 1+00 2+00 2+50 WATER-1 A PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 car_ 19+00 20+00 21+00 21+50 n8s 560 " - t 560 8"x8" TEE 4` WATER-1 555 8x45 - , PROPOSED 555 8"x11.25 22.50 BEN ' GRADE XISTING RADE SEPARATIONn END PER ACSA v v 8" 6" TEE 550 550 8" PUBLIC D.I. WATER MAIN, 3 INV 548.08 8"1 -° 12 BEND INV 546.77 545 8"x11.25+45° 545 8" SANITAR BEND t �. 1" CORP. VSEF ARATION STOP 8"X6" 540 f REDUCER 540 6"X900 BEND To x F.H. ASSEMBLY 535 535 �� C7� �� �tf) •- IN L0 �M qo �0 g Io �O ctU O hL "0 -0+50 0+00 1+00 2+00 3+00 WATER-1 C PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 4+00 SAO I;Fn 8"x8" TEE: TO WATER-1I 555 8" G.V. : 555 PROPOSED GRADE 550 550 RETAINING WALL 48 INV 546.0, 545 545 `w 540 TIE TO EX. WATER MAIN WITH 8" 540 A L I TAPPING $LEEVE & VALVE. WATER IS E FOOTER I TO Bit PROVIDED TO PROPERTY 4 BOUNDARY BY ADJACENT LANDOWNER. 3.5' M I N.I 535 �� COVER 535 � EXISTING GRADE " 8"x4$° BEND € (CONNECTION POINT FOR 530 PHASE 2 WATERLINE) '� 530 :k�ASE 136' OF 8" WATERLINE TO BE 8" G.V. w INSTALLED PRIOR TO CONSTRUCTION OF PROPOSED RETAINING WALL;1Nl I THIS SECTION OF WATERLINE I 525 I TO-B&GAP-PE-D--AND-ABANDQNE-R- - ..-..-.. 525 UPON CONSTRUCTION OF PHASE 2 WATERLINE 8" PUBLIC D.I. N WATER MAIN 520 " ° 520 BEND 20 LF CONCRETE ENCASEMENT FELOW STREAM CROSSING 515 515 510 510 0) ai N of co hLO h h -0+50 0+00 1+00 2+00 WATER-1 B PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 r,an 5Bn 8"x8" TEE., TO WATER-1 8" G.V. 555 555 PROPOSED GRADE 550 550 $0 INV 547.21 545 3:1 SLOPE 545 540 540 EXISTING GRADE ` EXISTING 535 WETLANDS 535 8"x45° 530 BEND 530 COI ECT TO 8" PUBLIC 0.11. WATE-1 B WATER MAIN 525 525 ± 60 LF OF BORING UNDERNEATH EIXISTING WETLANDS 520 520 � M� N M Ld Lo Q M L �L h -0+50 0+00 1+00 2+00 PHASE 2 WATERLINE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 2+50 5 3+00 3+50 0 50 PROFILE SCALE Szq� HASE 2 WATERLINE SHALL BE INSTALLED AND CONNECTED TO HE SITE'S WATER SYSTEM PRIOR TO CAPPING/ABANDONING HE PHASE 1 SEGMENT OF WATERLINE AND PRIOR TO ONSTRUCTION OF THE RETAINING WALL. AL7I� Off, Lis,. No. 050951 5122120 Ln E N N OV M N c > E w H E 3 W v pVR Lu a O o W W M �02 '}d �Q aO 3��- p V Y o a Ln L � v o -a o 3 N O 't Mo _4o oow r-i �- Ln 0 t� D F- 0 W w S u Z 0 U) 0 r r]i AL Z O 0 g m QQ cU)Lu Q � � Q O VI w m a 0 O °Oo� C,LQ zLLI :zU)U) rn o 0 H \tjNN 0 0 ti N h DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE lit =50' V J zH z W( > zLf 5 W OH J LL < 0 LIJ co Q LLB > z ~� u J ry �1 to u j LJ o < ry J H w C7 L.L� O W co JOB NO, 42297 SHEET NO. C5.8 c: ca E 0 13 c 9 0) E ca 0 �' n - 2i < r- . � � - 0 (N 0 c\l i,4 Q Ln r- C, -0 2 16 a- - ul 3: _R 0 < of (9 M a) 19 r- 0) cq C\l It m 0 m i i � I I . i $�'/.' / � f � i /,"N.. ; 1, I � " , 1; � I` ------- t ', ...... ­­�XR,(my - , I , '' � . %.'&.­-,­_ , I : ­­,", : � x 11 -1 11 " - —.1 ...... ........ ! i ".-, ­� .5-156"I'l.".9 : I ; I., : / . ; I : _­ , ,/ : I ,,,,,,, %/. ,',A, 'e-,.!/, ,�-:,�-,:� ,f, � i t .1- I I. ......... I ... � I I ,,, .;� , .'�,? i ...... ,11. : it , "`*� ,� *11, : 1. �,,`,�'V ��-,�,,;',,)­-_:&-,- 1. 4 i �',`. �_`­ : � i ll:� � I : I ",!'�, , " I I I hl'V V, 0 , 3 ­54 ,17, -.50 I /l I I : . � , I � ... ` " I 11 i 'pl,'�r,�­-,5,,,,,�,K,,�� � :. .241'�l t"'..".4le-'ll Rilll.3i_7�6*,l � � I : � �� - - -- I ,I : ` . .,---.- I I i ,- - - - ,mv v �f:�f"4 .1 � '? ,,,,, ffil *11, Y'llix-15 If 1pl. 11"P.7 /., � 1, ,nw� - ;,,_�, .. .1 W lv�, , M 's" - I . ; - -. " -, 4 0'. "", �".5� .... ; ` / '111,111"XV, ' _' '� ­f . 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Lo ' 30M O > O o Z or ? 1SR�OF 570 @ o _ 00 cf) cV cf) Lo Lo Lo F- a Z 0 o, Nam. w" r� Z z ' m M m o 565 Lo Lo � S°iQCpLo Lo Lo Ln HGL Q > > ¢s Lr,c5z z» v� o z z 00 0� - o o r": i 0) O> d 00 r- r uo 560 24Ck- 1 S4 — — — — "may c? z z z y 36, ' 18" RC F 22 — "k ;ter cy 00 O N @ 1.5Q� 12 .71' aCOo, (D � U : m o � 555 18 OF o�`rr, ua �- 0) ,� `� r`n RCP ` " 'n= z �, M 0z — Nd Lo��? a N 0 rt M I� d Zo r OIZ _ z Nt 128.5�4' OF r t-,- z O (n z O O 8" SANI ARY 24"RCP --- �.,,, O > > ap > > a z 0 o ' 18 0) z �� Z Z 0> > @ 140% ' 112.39� "mow �- z z 550 24" RCPF @1.Sp16 � 14- 106 96, 27" --- 545 @ 2 21 1 90.03 IV RC 10 @ 1.7 % P 149.85, OF x 8" SANITARY30 ASS IV RCP 74.73' OF 540 1.10% 30" LASS IV RCP @ 1.10°% 6 30" RCP 8" SANITARY @ 1.10% 8" SANITARY 8" SANITARY 535 530 ' ow �� �N �r co Lo rno op� e �h t,N cA� Mo W"n N� rn rn �co 4� 4� U)r t�N o cn 00 ay � `- � ct7 0) it) cn ao r! ^. Op cp M 00 d u> M DLO NCO �� �~ �� h'� �ti n`� �� �( �� �M �N (q� r' �� Wr �� tl (�j Np gip) n•� tCj� N� Qp �� of pja �M co cn cn �n �n �cn �cn �,n �Lo �cn �� �� �L b� b� �� �� �� �(0 �U �L �L �N � �� �c' � �� �(00 `n 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 STORM 31 TO 5 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 0 50 PROFILE SCALE b7,y��,AL� U 1 M' ,1 <F3t: WSER y, Lip;. No. 050951 5122120 ; 4 un E N N M Vj N O W C ~ E3 �( UJ v 3 UJ M LL IL C) W LL M � a te!- w un C7a mod' ~a �°00 3: 1% m p U Y U- c) H Ln L UD w o -0 o 7 N O d m O ,-i 00 Cp c)W Z z ti 0 a U uj 0 j Q 0 ui '^y Z ca Lu p OO Z U O Z U) U) � o 0 F- \�LU MNN D00 g N N N DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1 " = 50' V / 3 U C 0 N �N-. H (a W N 0 CL T ( N W � J � O ~ 2 U 0 O= W m cC < c WrL WCl) c Q W o ( 3: L W U = ce �. O C) O H R U' IBC z o O °0 Q -o c a� a3 Q O c O z2 H O 2 c� 2 Q W F(, a) O :s 0 O ED R o .3 a a) c .? 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I E � .E I 52 WALL f f f 174.40' OF I I FOOTE f c 18" RCP 116.330' E - f E @ 0.98% OF - 4 545 ` E >.-.... ...... 545 E ._ ........ _. _ mm_.......... -. �m �.............. m. ..... __ mn...... - . _ ........ �.................m �.-..... _ �....._.._.m..m.._._ m........_................m1. 46, �m �m. m .............. �_ �.......... _._m _............ _.. f...� . B RCP... gOOF 21.0 �4 E @ 1.00/ 18� 6' PF 3 ' o RCP 0.14 OF 42 �I.00% 24 R oP 24" RCP Ef 132.18' OF I f E @ 1.0( /o ° I I I @ 1.00 /o f 24 f RCP f 40 f T. ° 12; . @ 00/0 � 2�" RCPF � 540 -0+50 0+00 2016 ROAD & BRIDGE STANDARDS v-•. O ad � 00 "t ". N C) 0 cd � L M � � (o C� co � � I\ co L(7 a � w 00 N o � co a t. N r O °O N Uri co CO kD L6 M Lri M U(D N d Cn �t Ln �F f2 CD O) Uri M 00 O csi (cD r Lo �0 N cri � L L() <1 � p L Ln CO p N co b (D Lo (D � (fl cfl Lo (c7 Lo Lo Lo Ln Lo Lo Lo Lo Ln Lo Lo Lo u') Lo to Lo Lo Lo h Lo Lt) V) h Ln Lt7 L() Lo L Lo 1+00 2+00 I•e.1 EW-i,tA a SHAPE TO BE 7 sf. P- BEYME - - - - - _. - x WITH MORTAR o NOT - 8-- - - - - - - - -- BEVEL INVERT - -- ---- -� t� NOTES: I. "H" MAY BE REDUCED UNTIL "X' REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. 6.BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE N NO CASE SHALL TOP OF ENDWA.L. PROJECT ABOVE FILL. SLOPE. CULVERT (WHERE THE FLOW ENTERS THE CULVERT). DITCH SLOPE, OR SHOULDER AT ET END OF THE CULVERT MY 8E EITHER SQUARE 7. HEADWEDGE EED 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. OR BEVEL E 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SEE '10L02, 8.ON SHALLOW FILLS WHERE ENDWALLS ARE i'OR LESS BELOW SHOULDER LINE. THE TOP OF fHE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE SHEET GRADE OF THE ROAD. 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SiEWS(0• TO 45* ). 9. Y'4" CHAFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. 5. HEADWALL To BE BEVELED N ALL AREAS EXCEPT WHERE A CONFLICT WITH NVOT OR WNGWAL.S OCCUR EW-1 I I EW-1A ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12" 15" 18" 21" OR 24" 7" OR " OR 38 A 01-8" W-all 0'-9" W-u" r-W' r-W' a W-1Y' I-V T-3" V-6" r-9" 2'-0" C T-4" I-T' r-9" 2'-2" 2'4" T-9" D 1'-0" r-3" 1'-8" 2'-O" 2'-6" Y-O" F 0'-8" 0--a" 0--8" 0-9" 0'-9'- 0'-9" H 2'-3" 2'-11" 3'-2" Y-9" 4'-3" 4'-9" L 4'-W' 5'-0" W-0" 8'-0" )W-0" 12'-0" a 0'-f/4" W-Iy4" W-2" 0'-21/t" 0'-3%" 0'-04' b 0--1" W-f/4" 0'-f/x" 0'-2" W-21/t" 0'-3" CUBIC YARDS OF CONCRETE CONO. PIPE 0.241 0.402 0.697 1.319 2087 2.047 C.M. PPE O-W7 1 0.621 0.739 t398 1 2-I98 3.145 ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLPTICAL PIPE CULVERT (SPAN x RISE) 231104" 30"x19" 34"42" 38"x24" 42"47" 45"x29" 49"x32" 53"x34" A O'-8" 01-V W-10" W-11" W-11" r-Q" 1'-W' r-0" B T-2" r-5" r-8" 1'-a" r-9" r-10" ?-IT, Y-ir C r-a" T-tP' 2--r' 2'-4" 2'-5" 2'-7" 2'-8" 2'-9' D r-2" 1-7" r-10" 2'-O" 2--3" 2-5" 2'-8" 2'-10" F 0'-8" 0'-8" 0'-9" 00-8" W-9" W-9" W-9" 0'-V H W-10" 3'-3" 3'-7" 3.-0" 44--0" 4'-2" 4'-5" 4'-7" L S'-5' 7-2" a' -a" 9'-2" W-2" v-"" 1.'-V' t2 -tt' S 1-11" 2'-6" 2'-10" 3'-2" 31-6" 3'-9" 4'-1" 4'-5' a W-21/t" 0--3'/4" 0'-3'/s" W-4" 0'-4Y ' O'-4Y4" 0'-5" 0--51/t" b 0'-2" W-2%" O'-2i4" 0'-3" O'-3L/t" 0'-3 4` 0'-4" 0'-4%t" CUBIC YARDS OF CONCRETE CONC.PNE 0.502 0.W5 1 1.238 1 LWO I 1.8i1 1 2.101 1 2.512 2.001 roT ��CE STANDARD ENDWALL FOR PIPE CULVERTS ROAD �STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGNA DEPARTMENT OF TRANSPORTATION mot 2016 ROAD & BRIDGE STANDARDS 3+00 2016 ROAD & BRIDGE STANDARDS PLAN VIEW I.- G 530 G FRONT VIEW FOR CONCRETE PIPE FRONT VIEW FOR CONCRETE PIPE D 0 S S30 L30 CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH ADDITIONAL PIPE CUBIC YDS. Q b 12" 2'-0' 1-10" 2'- " 8'-l%" 0.338 0.101 W-f " W-r' 15" 2'-3" 2'^ - 0.207 Q'- " W-1 18" 2'-B" 3'-1""1 G.-I. 0.982 0 283 W-2" W- " 2r' OR 24" 0" 3'-8" 41-(Y1j"j IT-Q/z" t794 0.1512 IF-O" 2.769 0.765 5'-2" 6'- 17--1 3L195 L048 4+00 5+00 6+00 7+00 STORM 57 TO 3 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EW-BS NOTES: L SVARE 10RaF�REFER TO STgWIESHEET 101OAENDWALL NOT GIVEN N TABLES. 2. FOR DETAILS OF BEVEL SEE STANDARD EW-2, 2A SHEET 1OL03. 3. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 4. ON SHALLOW FILLS WHERE ENDWALLS ARE r OR LESS BELOW SHOULDER LINE M TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE GLASS Al FOR PRECAST SEE SHEET 10115. B. IN NO CASE SHAD. TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR SHOULDER. 7. THIS STANDARD TO BE USED WITH SKEW ANGLES FROM 15• TO 37.30. 8. HEADWALL. TO BE BEVELED N ALL AREAS EXCEPT WHEN A CONFLICT WITH INVERT AND WNGWALLS OCCUR. 9. BEVEL EDGE Is REWt GN THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 10. CHAMFER MAY BE PROVIDED ON ALL EDGES AT LMA" ACTUtE S OPTX)N. TAR BEVELED al -- DO NOT BEVEL INVERT SIDE VIEW FOR CORRUGATED METAL PIPE D 0 S S30 L30 CONCRETE N ONE DOUBLE ENDWALL CUBIC YDS. INCREASE FOR EACH NUMNAL PIPE CUBIC YDS. a b 12" 2'-0" ra" r-V' 5'-10" 0.354 0.100 W- 4" 0--1" l5a-6 - - -011K4 0.201 g 2 - ' 2'- " .278 24" 4--0" 3'-W 3'-8 - - t W-2" 27'- OR 30" 6'^W' 3'^10" 4'- 14'- " - + W- " 4'-7" b'- iT'- 3 07 4 W-3" REFERENCE I STANDARD ENDWALLS FOR MULTIPLE PIPE CULVERTS ROAD Am `m E STANDARDS 105 12" - 36" CIRCULAR PIPES WITH 30• SKEW REVISION DATE SHEET I OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.13 2016 ROAD & BRIDGE STANDARDS CONCRETE WING WALL NOTE: HEADWALL AND CULVERTS ARE TO MEET ALL MATERIAL, STRUCTURAL, AND DIMENSIONAL STANDARDS OF VDOT STDS. EW-1 AND EW-6 AS APPLICABLE PER VDOT SPECIFICATIONS. CONCRETE WING WALL f f 20 NOTE: ENDWALL AND CULVERTS ARE TO MEET ALL MATERIAL, STRUCTURAL, AND DIMENSIONAL STANDARDS OF VDOT STDS. EW-1 AND EW-6 AS APPLICABLE PER VDOT SPECIFICATIONS. 8+00 9+00 TOP OF WALL: 554.50 12'-2" 18" RCP 18" RCP 18" RCP INV 549.80 INV 549.80 INV 549.80 10+00 TOP OF WALL: 554.50 EW-6 CULVERT HEADWALL DETAIL (INLET) NOT TO SCALE TOP OF WALL: 552.60 TOP OF WALL: 552.60 !. .... / 12'-2" 18" RCP 18" RCP 18" RCP -� INV 548.10 INV 548.10 INV 548.10 EW-6 CULVERT ENDWALL DETAIL (OUTLET) NOT TO SCALE 11+00 5351 5 01 ---1 0 50 11+75 PROFILE SCALE CONCRETE WING WALL �-- CONCRETE WING WALL ........ `1 L�- S�za��� o � P '�'•' A AY v -.e _ 1jtJ VY �.FT4. ;>':Ei'' 2! V5122120 0, Ln E N � o N � C O >E w -d 9 C: 4.1 ~ E3 Q W 5 3 ~C Lu UO a0o� z ti w W M O 0 ko o O w n- OC m qq w j V)� a V) O 75� L>LI O ~ o� tiO Z O w ti z tly m F, � Q CL CL O O ti 0 4 0 � � F- p O O w w w F- U z O U) DATE LD 1212812018 O DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE 1"=s0' V 1 Z z W C- ry H cl� < W z J � H1 u LL „/ � LL C`I Q 57 uj ry WED J W tJ W 07 H 0 H p� f--- U7 H Q O Li Lu W JOB NO. 42297 SHEET NO. C6.4 0 0 E U Q 2 a In 0 CA 0 CA N to 0 v 0 a � 58 580 i oc° (D 00 o 00 CD C6 i r O� C� Cp 575 ;Ln Z Z 0O r 0 z z z /� PROPOSED "'I~ - - - /' GRADE . HGL� 565 1 — 36 3.22' OF 8" RCP r r EXISTING GRADE In i Lnif- (y ' N�ji CO 0) (D;U,) Ln r Ln (o h- Ln z z O a> F-3- 34 i RCP @ 1.50% M M r .� cr- rn co CO 580 a in CC) F- r•Z Z `n Ln- -Z O a» - �'ry��zzz z 5751 5701 5651 570 570 E 565 �M 565 E ^ r 00 co a r 00 r co a a co 0000 r LO a � ,� "' `I' 560 ` Lr' O 560 �Ln 00 Ln E Z Ln 00 EOz O rl-Z Z CL Ca,, z z PROPOSED EXISTING w GRADE GRADE 555 555 E HGL� 4 # I 550 550 38 80.68 OF 545 18' RCP 545 8" SANI ARY 540 E 540 Lq �4� It -0to LO b Ln Ln Ln -0+50 0+00 1+00 2+00 3+00 -0+50 0+00 1+00 1+50 STORM 37 TO 25 PROFILE STORM 3'9 TO 13 PROFILE HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 00 Ln N N r-LO 00 Ln 0 a0 0)Oz SF;n Lnl� - 560 r•. r^ N ^o 00i� :s:scto °O 00 00; Ln Ln:: CS) N N N i Ln 00Ln �': I- Z 555 Ian _ -555 p z »> Z ZiZ chi-- 550 550 545 545 58 16, g4 ' OF 540 1S Rcp 540 535 535 530 530 00 �d 00 00 L(� Ln LO -0+50 0+00 0+75 STORM 59 TO 3 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 bbU 06 H Ln Z O z z Lo 555 o m v 555 0o �+ "' "' 6'x6' CONC ETE RISER 00 Ln W/ TRASH CK Ln ? z z <"? TOP: 545.8 12' WIDE EMBANKMENT I 550 O z z z z m Lo Z TOP: �47.80 550 > z EMER16ENCY SPILLWAY r TOP: 546.20 E 100 YIZ WSE: 546.71 PROPOSED ' - . -- YEs WSE: 545.80 E - 1 .. ... _ GRADE 545 _ t 545 - - - AREA OF FILL MATERIAL; CLAY CORE AND ANTI -SEEP 'ERM. POOL t COLLARS REQUIRED; sEE DETAILS . LEV:542.00 t ON C3.3�':AND C7.5 15. 4 OF 48 39' t EMERGENCY SPILLWAY 540 540 30' TT GRAC[ E -""BEUGW . @ 11 °/0CP @ tok tt ; SEE IMENT FOREBAY EXISTING t GRADE GABION BASKETS; t 535 TOP: $43.00 tt 535 SEE DETAIL ON C7.5 t CLAY LINER REQUIRED y tl BELOTPERMANENTPOOL .0' ELEV. 12" DIP POND DRAIN t CL OR CH MATERIAL IN SEE DETAIL ON C7.5 530 ACCORDANCE WITH ASTM D-2487 530 24" RCPOUTFALL PIP INV. IN: 538.0 INV. OUT: 526.01 I 525 525 >_......� 00 � `�� ICO 1'-T A cp � M LLi d' -0+50 0+00 1+00 2+00 3+00 STORM 5 TO POND OUTFALL PROFILE HORIZ SCALE. 1 =50 VERT SCALE: 1 "=5 3+50 MR 00 00 (000 m 0000 �- It N I-M LA 06 Ln N L 00 Ln NN `n Z O Ln a. IL O r. O > > rn O > cfl E-- z z 550 `� ~ z 550 g� w E 545 E w E 545 � € E ' PROPOSED 540 i GRADE # 540 # yt ^^ E € � � # # ` 2 CC)M oc (D 00 00 E 535 535 E -w. _ ` Ln z z {# OZZ # E E # 530'E # E 530 `?O 8 E ", EXISTING { E GRADE 525 t 4"r E 525 E# (0 1 C) 0 N ` ` o 0 0 Ln o o E a � # Ln°ao 00 Ln � r m rLs'' 7 O Lon Lon _ N o 4 �z Z 0 rQ a E 0p- 1 a Ln t - O520 520 0 # Ln _ 0. z E � ©Z zE� r> �E N z 515 E HGL 515 # ` 7V3 6Q 6 .......,.. # �O o f 510 51062 E E 6 6 F-- 15" R P �60 505 505 - OQ 15" R OF @� # 500 500 e �00 hQ coN tom¢ NMLO 0 d OR %ACV QifflrLn LO Ln t j LO LO LOLc� LO Lcy LO LO Lc) yr. 4� u') LO Ln -0+50 0+00 1+00 2+00 3+00 4+00 5+00 5+25 STORM 69 TO 20-7 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE CLAY CORE REQUIRED rl ,ten nu nnATCoIAI IM Arrn1DAn1rL_ --I 6' MIN f -- \--EX. GRADE CLAY CORE DETAIL ~ NO SCALE (,L S1gZ'u' Li(;. No. 050951 5122120 � �SS�ONAL �C3�� Ln E N O Mu N C 0 > E LuE F- E Q W u 3 `: p U OO Lu a0CD z ti W LuLrn W 0 a t- a} Ln a .a �0U)� L �^ u 4 �0 3: Lu p U a 0 j Q a. Lon zO 60 In Lo ti w o 75� > Z O Q U CO uj o o0 O''Icn�Z � 1W- j Z � C2 ti U � O z��U)QQ U) �oQ uj \ c j N N Q \ N N Ln DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER Z) O ca D S F- 0 Lu w a Z O H U) O r SCALE ill =50` 0 V / o U c a) 0 0 �r Q W uj0 ry e- > :3 T �w O U O re < � w uj a w .o m F---I u LuU �1--q� v� �O �U) 0 � Li a) o H V C (� /—t6 a �- U) o c vt L 8 QO $ aL 0 z H O L tY �x uj F- w a� o CID 0 0 C �0) ! Y x = O O a)2 l[S = U = O N E UC @ O V O N � LLf U _ JOB NO. to ._ O U 42297 �o O U SHEET NO. Q o a� v C6.5 Dl-3A,.38, 3C EXPANSION KEYED .. FOR: DETAILS OF INLET JOINT QONST. BpR5 J4IrlT� ,, APPROACH -{}�-{3fCUFTPR.Ep . BAR G .TER it.- BAR I >U88ASE HARf WARE GLQFH + BARS-F- I WEEP HOLE. a SEE NOTE 8 t I ST£PS.'SE NOTE 5 L CUTTER PACE OF CURR-/ JOINT 4'- SECTION .A -A f-AI KEYED- CONST...JOINT L•VARIABLE. +-MAX, 20''-a WARPED �^^•�2^^.:O.�r �8. 7.,.8.... 8^ 3:0.. 2, GVTiER I I {.>t•- 3'$ B S A CUTT IERCN{ T^r rlrJ ,BARS, C T "-BARS F --•BARS E I,,,..' i•J '> E__ {.BARS E �3" D(AMETEIt OAR::; BWEEP kOLE FRONT ELEVATION BARS. F 3 f-8 8" //- - (CUTTER REMOVED) -tom"- .. ... .... --------------- t SECTION -6 5X - D£NT�PLATE R . f+ - 8" 8" J. fj r9 R - i ,N f n TYPE,A NOSE DETAIL SHALL BE USED WITH CG-3 & CC-7 STANDARDS: _� r._;;'�� L2/rl(2fz:((i+ TYPE B :NOSE DETAIL SHALL. 8E USED WITH" CG-2 :k: CG-5 :STANDARDS: T GA!' ..,T12.E0 YPE A. TYPE 8 fir+" x 4" STUD. NEAR CCENNECT.09 WEl E !. a 4 D GALVANIZED PLATE FOR TYPE,A TO BE BENT ON AN ANGLE OF 6:6'.30' TQ ANGLE BON AT COt#NE.CTOR$ AND IS TO BE ANCHORED WITH y�" x 4" STUD SHEAR: NOSE RETAILS WELDED TO BENT- PLATE AT TC-C. 2„. APPR. PAVEMENT 0I-3A _u Qk-38 L DI-3C L `HARPED PAVEMENT wwwwwrw w wwwr ,l z FLOW I j FLOW i FLOW j j I D TAIL WHEN EN usEo FOR USE ON GRADES ADJACENT TO CURB FOR use IN SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VQ0-r SPECIFICATION r ROAD AND BRIOGE:S:TANOAfRDS STANDARD CURB DROP .INLET REF£PEN..E SHEET' I OF 2 REVISION DATE 12" "- 30" PIPE.,. _MA.XIMUM: ;Q.EPTH (H) -.8' 233: 104,09. Oa/10 VIRGINIA .DEPARTMENT OF TRANSPORTATION � . w N w A wwwwwwwwwwwwwwwwwwwwwwa. wwwwww I wrwwwrmwwwrwwwrwwwrwwww4 wwwww �. i ■�i���l�tiri�■i■\i�i��rl ■ urrrrrrraarrrrrrrrrrrrrrrrrrrl !�! Ili■r■ �rrua�frrrrrrrrearrrr�aarrrrrrrarrrrrrrrA wwwlll4al�drww ww wwrw/Ywww�lwwwwwnawww�w ww wwt �!•�Vewarrrtriu.■urraraaasrraawu + �'^,..i�)• �� � Y i/4 " .1 `- A K YV R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESiOP# GALVANIZED STEEL STEP NOTES, sT-f 44. GI, 00, REINFORCING ROD ENCASED IN. A CORROSION RESISTANT RUBBER OR OTHER MATERIAL. APPROVED BY THE ENGINEER - (DIMENSION ON MAY VARY WITH MANI,IFACTURER'S CORROSION' RESISTANT MATERIAL Fro REINFORCING ROD SAL SECTION I ALL STRUCTURES WITH A DEPTH. OF ALL NOTED .ON Ttf£ PLANS, - .- 4'/z" FROM INSIDE FACE OF BI 16"c..-c, MINIMUM FORCE OF 300. POUNDS. 'WHEN "ACE OF THE SUPPORT. 51EPS ARE TO BE VERTICALLY ALIGNED: AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR I)JEN. WIM LM OF 3" EM$EOMZNT STEPS DIFFERING try DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY AI -SO BE,USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACT HAS FURNISHED THE ENGINEER WITH DETAILS 110 CERTIFIED. E5T,REPORTS OF THE PROPOSED SUBSTITUTE AND, HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE IUSE OF SUCH STEPS,. ALL STEPS INSTALLED $HALL BE,PRQVIDED.WITH SLIP -RESISTANT SURFACES :SUCFI AS @L(T NOT LIMITED TO,.CORRUGATED KNURLEDi OR 01MPLED SURFACE$.: ALUMINUM STEPS SHALL BE FABRICATED W ACCORDANCE WITH. THT 8221 005- 5 ATT.POR.TIONI'QF THE,STEP ENCASED.91.MASONRY..$HALL.BE. UNIFORML... . FILLED ALYUMINUM PPiGMENTEDTED WITH A &CTOAATTING. CONFORMiNG: TOVENT EFEDERAA40S SPECIFICATION. TC� 00498A. .ALUMINUM STEP FI A SPEC1 C TON REFERENCE STANDARD ZvpoT STEP ROAD AND BRIDGE: TE STANDARDS VIRGiNIA:DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 108,D19 DOWNSPOUT TO SPILL AT GRADE DETAIL NOT TO SCALE TABLE OF QUANTITIES OI-JA, 36,1C TYPE L AREA OF SLOT .. ... C ... .... .... .. .... REIN flR. lNG STEEL Coneiete BARS A BARS B - BARS C BARS D BARS E .....BARS F.... BARS G WEIGHT - _ Ft, S . Ft. Co. YAa. No, Lin. Ft, SIt No. Lin, Ft. (f No. Lin Ft. lE No, Lin: Ft No, Lin. Ft,* Na Lin. Ft.* No. Ltn. Ft.* Lba; I_3 2 -6" 1.fS 2.26 .: - 1. -. 74 3 3+Tl _ - -_ _. 6 11-all 4 1�3 - 2:a9 5 1 bf 2 8 7S 6 10 3 5 7f 3 3 2' 4 f 6 " �3 16.' 4 3 0 64 6 2.75 3.02 5 3' 6" a 8 7' to 6 '10r 3 -5"7" 3 3 L" 4 3 6' 3 t 6"' 4 1-0" ii1 B 3.67 3.46 5 5' 6" ' X) :5 7" 3 3 2!' 4 5 8. 3 11-6!' 4 ': 168: w-3B :v 4:58 3.96 5 7,-6" t4 6`-7" to 6'•10" 3 15'-7" 3 S-2' 4 7'-Vl 3 t-W, 4 1'-0" 204 12' 550: 4.34 5 W_6" 18 6'-7" to.:W-.10" 3 :5'-7" 3 31-21' 4 9'-81, 3 f,6"- 4. IL<0" 251 :14' 8:42 4.78 5 1P-5" 22 - ". '-1 " .5'-7" 3 312" 4. if+6": 3 Y_8": 4 1'-0 " 8 18, 7:33r 5:22 5 13'-5'i 26 W-7" to W-10" 3 5,-q`� 3 3`-20 4 13'-6" 3 4 f-0,'; 345 IW 8.25- 5,66 5 15'-6" 30 �' +, 3. .8-7" 3 Y-2„ 4 15,6" 3 t-8" 4 91 20'- .9.17 6.09 5 1T-6" 34 6'-7" t 1 " 3 5 -7" 3 3'-.2'S 4 :17 -6" 3 ! -5" - 4 f 38 6' 2!75 3.01 10 Y+-9" 4 6'-7" to 6'•HY' S :5'-7" 3 3'-2" 8 1 9" .8 1'•8" 2 1- " flt W 3:87 SAS 20- 2'-9" 8 '-7" to '-kY' :6 5' 7" 3 -3°-2" B 2'-9" 6 1 •60: 2. :t-. sr 458 10, 4.58 3.89 10 3'-9" 12 6'-7" to :6'-f0" 5 5'-7" 3 N-2+' 8 3'-94 6. 1'-8."' 2 2 O5 IT 6:50 4.33 10 4'-9!' '16' fi'-7n, toa 6,•10,'. 5 5`�7" 3 3,•2" 8 4"11!, 6 1,,&, 2 '-o" 2 52 DI-3Q 4` B.4 . 4,77 10 5' 9" 20 6,47" to 61•10". 5 lY>7" 3 3'-2 v' v 6 f-6" 2 " 16' 7.33 5,21 10 6-9" 24 7"� to 6'-1G" S S 7`! 3 3-2" 8 6-9" 6 1--5" 2 1 0'^ 345 is, 8.25 565 10. 7'-9" 28 6'Z" t6 6'-10" 5 6-T' 3 3'2° 8 T-4" 6 t-610 2 - 39 2' 9,17 6.09 10 W-9" 32 -7" '-10" Fx 51-T" 3 3`-2" 8 8^9" 6 i'-6°' 2. 439 NOTES L DEPTH OF INLET (H) TO BE SHOWN. ON PLANS:. �7, 04 K B" SMOOTH DOWELS AT APPROXIMATELY' 45.. THIS AREA MAY B EARTHEN, IN: WHICH CASE 12" C-C TO BE 0 IN ALL AREAS IACFA T PANSION J NTS WILL APPLY ONLY TO Z THE "Ff' DIMENSION SHOWN:OR THE STANDARDS TO ABUTTING NCRERETE TO PREVEtiT CURB GUTTER. AND SPECIFIED ON THE. PLANS WILL BE SETTLEMENT. MEASURED: FROM THE INVERT OF THE OUTF LL 1$, CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO. THE, TOP OF THE STRUCTURE. ' 8. 3" DVM ETER WEEP HOLE: TO BE. LOCATED TO (H) OF' 5'-2" WiTHQUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS PROXMAT : Y NS NS ARE AP E ONLY � .SUBBASE TF-R AL WE : W : DRAW. MA 1 EP �„ F P E PIP BE - .DUCTED TO OB D BY ETJ MUST D FOR MA INOAND HE ACTUAL. F ESTIMATING PURPOSES T � A_. QIMENSIONS SHALL, BE DETERMINED eY THE : o 1 " 2 PLASTIC CLOTH ES Z Xt C HARDWARE TH MESH OR OALV.AtJ7ZE4 .STEEL WIRE, MINiFAUM tW1RE U IE5 FOR F5: OF OBTAIN TRUE ANTIT INLETS Q IN DIFFEREi(T DEPTHS ACB OR 5(tBTRACT 0,32 CONTRACTOR FROM FIELD CONDITIONS,. DIAMETER 4 03".NUMBER 4 MESH HARQWCRE . CUBIC YARDS OF CONCRETE FOR EACH FOOT ANCHORED, FIRMLY THE, UT CLOTH O F M TO . OUTSIDE 17F DEPTH. 3: WHEN SPECIFIED ON THE PLMIS THE INVERT IS R OF THE STRUCTURE, � �' � - T D IN t yyd! E ,N ACCORDANCE TH 9 HTHE A T' ON: 17; LENO.H OF ANGIE IRON AS SHOWN SNEEF 1 -1 H C ST OF k G. C IS THE 0. FURNISHING ANp PLACING ALL LACING MATERIALS INCIDENTAL TO THE SHAPING 15- TO BE 9. R T N. ALL ENFORCING S.EEL SHALL HAVE A bfl... COVER OF 21',; f T LL i'1 4. .IFT . QF 2.,5 0 BE .. 6 AT t0 LBS . INCLUDED IN TI- BID: PRICE FOR THE. STRUCTURE. 18. * DENOTES LENGTH OF ONE TO: BAR, 1D, BYSZEEL_ TO 6E- CUT CLEAR OF IN THE. EVENT', THE INVERT �OF. THE OUTFALL ALL OPENINGS t9, ALL REINFORCING. BARS TO BE* 5, 4, PIPE IS tpGF{£tt THAN THE BOTTOM OF THE: STRUCTURE:'THE INVERT OF THE STRUCTURE. 11 CAST -IN, PLACE CONCR TE IS. T0: BE, CLASS A3 .20.. WHEN INLET tS:USEO W 4'-0" MEDIAN,. BACK OF SHALL BE SHAPED WITH: CEMENT MORTARfG T E NT' (3000 PSI)., PRECAST CONCRETE. tS TO. 8E INLET IS TOBE SHAPED TO CCNFORh( TO PREVENT 'STANDING P WAT4000 PSI. PROPOSED C(RB,W 7F(E STRUCTURE. THE COST OFFURNISHEPLACINGALL,MATERIALSIRCIDENTAL12. L��rr(IGTH OF SLOT .(L) WILL, IN:. EVERY' CASE,BE THESHA'INGIS '£O BE "MID INTHE SFIOWN. ON PLANS. PRICE FOR THE STRUCTURE. 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR 6. STEPS ARE TO BE.PROVIDEO WHEN H IS 4"-0"1 WITH INTEGRAL CURB: GUTTER IS, TO BE OR GREATER. FOR DETAILS SEE STANDARD. ST-1. OMITTED (SEE DETAIL). B. THIS ITEM MAY BE PRECAST OR OAST -"-PLACE; 14, STp�(D?D INLETS MAY BE CONSTRUCT O WITH CONCRETE BLOCKS IN ACCORDANCE RIT� THE DETAILS :SHOWN ON -STANDARD DRAWING 8t-M8, REFERENCE STANDARD CURB DROP INLET `BRIDGE 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - B� ROAD AND BRIDGE STANDARDS Q AXIMU, REVISION DATE SHEET 2 of 2 342 VIRGINIA DEPARTMENT OF TRANSPORTATION 104:10 --,SWIM0 OF MANHOLE AND INLET WV RTS IN.ACZTANCE WITH TM, DRAWING 1$ TO APPLY TO THOLE STRUCTURES SPECIFIED. � � SLOPE TO BRAN ON PLANS OR WHERE INVERT OF PIPE IS. -ABOVE' INVERT OF j TO INVERT OF STRUCTURE �.' OUTLET PIPE MANHOLE OR DROP INLET 13 TO BE FORMEII AND CONSTfRUCTED �. IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING., PORTLAIJUR C CEMENT. CONHAPING CRETE C DETAILED EM611X RFORMING I TO CONSIST 3, A. ,CLASS Cl.A1S A3.OR ASS , IXOEPT THAT 25F OF COARSE AGGREGATE MAY HE 1 UP TO 4" rrI DIAMETER PND. CONSIST OF STONE,: BROKEN BRICK, v MXEN:CONCRETE OR BROKEN CONCRETE BLOCK: THE SURFACE SHALL. SE. LEFT . SM40T H..BY MErWS.OF. NNND.,TROWELCWG. NONE. :. .... OF THE COARSE AGGRECA7E.:5HN:L REMAIN EXPOSED: 4 . A +. 4 1 DETAILS OF INVERT SkiPT4NG AS SkiQWN HEREON PRE F,OR EXAMPLE: PURPOSES QNLY,.EACH MANHOLE, OR DROP INLET IS.TO.BE.SHAPED INDIVIDUALLY TO BEST FIT THE. PARTICULAR- INLET AND OUTLET CONFIGURATION AND FLOW' Lu'IES; SECTION B"B PLMI METHOD OF TREATMENT IN MANHOLES" /� SPECF.iCATiON Y REFERENCE STANDARD ARD METHOD _ �'y �+ ROAD -AND BRIDGE.:STANDMDS. ... . !�1 tD...(�./'�,. OF SHAPING '.SHEET i OF T. REVISION DATE MANHOLE & INLET INVERTS 362. W.08 VIRGINIA DEPARTMENT' OF TRANSPORTATION R SPECS. I" MIN. DEPTH - , ,,..,..CAPE FABRIC I'. SEE STANDARDD SL-1,Fo1i APPUCA6NJTY Of. SAFETY SLABS. B. SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK HALF PLAN VIEW HALF SECTION A -A tWITH FRAME AND COVER REMOVED) BRICK CONCRETE, z 4TE5 N 1, �QU 1T1. AN7ES SHOWN ARE FOR MANHOLE )V(THOUT PIPES. :T}fEAMOl1NT f735PLACED B`! PIPES MUST BE DEDUCTED T O 0.6 'T ABLE C ONCRETE OF QUANTITIES DEPTH BRICK MANHOLE BRICK CONCRETE FEET ITHOUSAN03 CU..YARDS:: 4 0785 : 1.437 & 9t7 0388 1,699 8 09 0:7$5 1;981 7 1... _..0.785 _..2:223 8 9.2 0:765 2.485 9 1.4 0;785 2:747 10 1,8 0:T85 : 3:004 11 1,9 0:970 3.455 12 22 0::974 : 3.6i7 43 2.5 0.970 4.179 14 2:6 D47D 4.541 15. 3.1 0:970 4:903 >6 3,4 .97 .265 17 4:O 1.17 6-0 2 1NCREMEtNT .. �... ..0:45.... :OBTAIN TRUEQ . UANTfF1ES. 2. A BASE THICKNESS OF 9" WAS. USED, IN COMPUTE G (JJtINTITIE N CONCRETE. Q QUANTITIES, 3,INCREMENTS T4 DE ADDED FOR: EACH l'OS�Ii((NJAl. FODY OF DEPTH 4.: MATERIALS: MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S.IF BLOCKS: ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE $",. �4HWA? TL�tgCR�S4 SMI(D� FO CONCRETE. 6.ALL CONCRETE 7O::8E CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT 2S TO 6E SHAPED IN ACCORDANCE. WITH STANDARD I5-1: THE COST OF FURNISHING AND PLACING ALMATPopS INCIDENTAL TO THE SHWG BE -INCLUDED IN THE B(D- PRICE FOR THE STRUCTURE:. SPECIFICATION �VL)OT t2EFERElICE MANHOLE �^'�! (gyp 11 4. i p (YII'VVHt.Jf::E FOR iz 4.8T PIPE CULVERTS ROAD AND BRIDGE. STANDARDS. 302. VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 108:01 i APPROXIMATE MH�tA SECTION A -A / L SET N. a C. :OBTAIN TRUEQ . UANTfF1ES. 2. A BASE THICKNESS OF 9" WAS. USED, IN COMPUTE G (JJtINTITIE N CONCRETE. Q QUANTITIES, 3,INCREMENTS T4 DE ADDED FOR: EACH l'OS�Ii((NJAl. FODY OF DEPTH 4.: MATERIALS: MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. S.IF BLOCKS: ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE $",. �4HWA? TL�tgCR�S4 SMI(D� FO CONCRETE. 6.ALL CONCRETE 7O::8E CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT 2S TO 6E SHAPED IN ACCORDANCE. WITH STANDARD I5-1: THE COST OF FURNISHING AND PLACING ALMATPopS INCIDENTAL TO THE SHWG BE -INCLUDED IN THE B(D- PRICE FOR THE STRUCTURE:. SPECIFICATION �VL)OT t2EFERElICE MANHOLE �^'�! (gyp 11 4. i p (YII'VVHt.Jf::E FOR iz 4.8T PIPE CULVERTS ROAD AND BRIDGE. STANDARDS. 302. VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 108:01 i APPROXIMATE MH�tA SECTION A -A / L SET N. a C. THE LETTERS: Y.D.O:T. ARE OPTIONAL, IF USED THE LETTERS ARE TO BE i CAST W THE DEPRESSION . W�TCP OF . RAISED Ye" COVER i" ,WIDE AMEl AS SHOWN. r ❑ Ci ❑ � N S F!. i MED iy DIMENSION 1 El ❑ ❑ ❑ ❑ ❑ 1 1 S DPT p ❑ (C'jI {❑�j. j❑� .WEIGHT-`-�.�,,�• OAST IRON FRAANE 1T4 $ 9 LBS, TOP' COVER 137 „ "7 LBS. SECTION 8-8. BOTTOM y1/DOT SPECIFICATION ROAD AND. BRIDGE STANDARDS- STANDARD MANHOLE FRAME AND .C-GIVER REFERENCE SHEET 1 :OF' 1 REVISION DATE 224 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 lOB;06 GENERAL SEWERS M T3'.ii�' A 'Nt6E 8♦?COAY'.}IaM1t B=' t1�1F.Sff ALL'T 1Px3 (`F:Ak£ hffrkJ. 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A TIME -OF -CONCENTRATION OF 5 / MINUTES IS ASSUMED AT THE UPSTREAM END OF EACH PIPE RUN UNLESS OTHERWISE SHOWN ON THE CALCULATIONS. DRAINAGE AREAS / TO EACH INDIVIDUAL YARD DRAIN IS SHOWN AND ACCOUNTED FOR IN 3 / THE STORM SEWER CAPACITY CALCULATIONS. / / /' SEE SHEET C6.9 FOR STORM SEWER CALCULATIONS. // I / J / j 9 ,fl ,.6 f) 11 3 J /, fj f}j. /ff ,!+'fi!L' 1f F / f I f r fr fT� f,, v `' /. / i rf t r',f / f /' p1 (� _ . J /f �/" t. / / SCALE 1 "=50' ,25A / J F r f f 0 50' 100, J ; s f, (J / . i - - e%� � p;LTI a, 11 � r� Lif;, No. 050951 �� 5/22/20 -'� , ��, +.� - oNAL.19 LI'7 E N O M N to E .E � W +, F_ 3 Q Lu V 'S iR Lu � O o (f) OC) ­4 O o Z O W IJJ M O a � Ln ,,_4 H m � � 000U, � V) O ,Z-, � = � sv 2EC(� 3U- W a Q, V Wig. O z �Z �_ Q a L ,--, s'i = v1 x0 HI ^ (vl � zz 1_ Q7 ClV 0o '^ f Z ti J - N 6 m � W O O ti rr^^ vl O J Q O U O O J W 5-•, ti � /y, Q I-- ti W L� � m J a m Q O 2 � Q Z C)wow w 0 o � Q z (z):Eti C? U w 5^-, O� (im 0 z ti zw �� h cl W rn ,"I 00 w ��cjNN 0 0 � Q 14 rr, N z O DATE (j 13� 1212812018 O DRAWN BY C. MORGAN 0 DESIGNED BY C. MORGAN CHECKED BY 00 M. aowsER SCALE 0 II - 1 - 50' 0 `c . i I Ln t I I < k--L I s Lu u ` I , 0� € H\ Im # / i ' ' I= �. 4 ,00 r. Z Q O W Q. W J a Q w W Wad r----i v H ryre i..l.. (� (A o n J ry H UJ Qu, J �z, H 2: "' Qi o . LLl W JOB NO. 42297 SHEET NO, c6.8 U Ll 50 7 zcl) - z =0 t.c _ 7 C V 'n C L8 J C . i W � 2 '> a >w 5_F O Q S 2,3 a a) c � Y V) (6 U IA �s N (i Io r_ 4 U '_ 8 m U N 0 of 17 a Iv 0� m s U od 2 cu U -0 ,- N N�c p = U l9 -a .2 U) 2 L .- STRM2 PROJECT: BERKMAR DRIVE APARTMENTS Designed by: CDM STOM1 PROJECT: BERKMAR DRIVE APARTMENTS Designed by: CDM 0040*2104� p¢L.TI� STORM SEWER DESIGN COMPUTATIONS LOCATION: STORM SEWER DESIGN COMPUTATIONS LOCA11ON: ;�� OP �� COUNTY: ALBEMARLE Checked by: COUNTY: ALBEMARLE Checked by: 0 STORM FREQUENCY 10 YEAR STORM FREQUENCY 10 YEAR F UNITS ENGLISH UNITS ENGLISH ra U I'. N1 `..1' :. B'OWS.ER > n'� ' V� Lis,. No. 050951 � 5/22/20 y �. orrAz Ln E N Q M V N c Q 0 > E w E3 3 W LU o`L O � r' z U0 wwc�no O �F. wLn I zp�� O �1wl V) T a �0 3u- 4 0 V'e o 0 Q - aLn z0 i2 1 H N O H l~l zi �N W ZO\`LV m� O�Oti�J ti Q �Iw- � o�p ti:Z) U- j � � (4 CL UU- Q t' a, W O � 0 Z J Z 0 Z O I W j 0 ti 1- 0 o 0 w w U N i Z O (n DATE 1212812018 O � DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY ® M. BOWSER M SCALE e Nrs s V / Z H z W�� 2~� z F- Q Ov J W J < 2 Q U m Q W�U i Q H U W Q U) Ll.l H ( n i .I c i Q G re aC W O �U i Uj M W i 0 i E J B NO. 42297 SHEET NO. (A., • 2q • i�L C6. 9 0CQ IL . 0t000 -4 . 0 4 5 3 0.000 0.850 0.000 6.877 0.000 7.927 5.716 39.309 542.750 542.580 15.336 0.011 30.000 Circular 43.182 0.00 PIPE NO FRONf POINT TO POINT DRAIN. AREA "A" Acre (3) RUNOFF COEFF. "C" (4) CA TOTAL INLET TIME tVtinutes (7) RAIN FALL in/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENG"TIi of Pipe Ft. (12) SZ.UPE Ft./Ft. (13) SIZE (Dia. Or Span/IZise) ln. (14) SHt1PE Capacity GFS (15) Friction Slope Ft./Ft. VEL Vn Ft/Sec (16) FLOW TIN4E Sec. (17) REMARKS (18) INCRE-ACCUM- MENT (S) ULATED (6) ADDTL CA UPPER EN:D (lo) LOWER END (11) REFERENCE (1) S'fA. .REFERENCE (2) STA. 68 69 67 0.150 O.SSU 0.128 0128 O.000 S.000 6.542 0.834 530.588 528.480 30108 0.070 15.000 Circular 17.086 0.000 7.219 0.070 6G 67 65 0.130 0.850 0.111 0.238 AOUO 5.07U G.519 1.552 528.377 518.730 137.808 0.07o 15.000 Circular 17.086 O.U01 8,673 0.265 70 71 65 0.12U 0.850 O.IO2 0.102 0.000 5.000 6.542 0.667 519.330 518.730 3Q009 0.02U 15.000 Circular 9.133 0.000 4.349 0.115 64 6S 63 0.110 0.850 0.094 0.434 0.000 5:334 6.434 2.789 518.631 508.600 143.296 0.070 I5.000 Circular 17.086 O.a02 10.282 0.232 72 73 63 0.170 0.850 0.145 0.145 O.000 5.000 6.542 0.945 509.324 508.600 3G.188 0,020 15.000 Circular 9.133 0.000 4.817 0.125 62 63 G1 0.110 0.850 0.094 0.672 O.aUO 5.5G7 6.361 4.271 508.504 507.210 64.689 0.020 15.000 Gireular 9.133 0.004 7.33=1 0.147 b0 G1 20-7 0.100 0.850 0.085 0.757 0.000 5.714 6.316 4.778 507.109 505.100 100.428 0.020 li.000 Circular 9.133 0.005 7.543 0.222 ca iv n N N 0 0 66 PIPE IVO FROM POINT TO POINT DRAIN. AREA A Acre (3) RUNOFF COEFF. C (4) CA TOTAL INLET TIME Minutes (7) RAIN FALL In/Hr (8) RUNOFF Q CFS (9) INVERT ELEVATIONS LENGTH of Pipe Ft. (12) SLOPE Ft.(Ft. (13) SIZE (Dia. Ur Span/Rise) In. (14) SHAPE Capacity CFS (li) Friction Slope Ft./Ft, VEL Vn Ft/Sec (16) FLOW TINt E Min. (17) REMARKS (18) INCRE-ACCUM MENT (5) ULA"1'ED (6) ADD'fL CA I_tPPER :END (�lU) LOWER ENU (11) REFE[ENCE (1) S'fA. REFERENCE (2) STA. R112 R113 Rt11 0.054 0.854 0.443 0.043 0.004 5.000 6.542 0.278 565.143 564.744 49.473 0.009 6.000 Circular 0.690 0.001 3.331 0.248 R110 R111 R}09 0.040 0.85U U.034 0.077 U.00U 5.248 6.462 0.494 564.604 5G4.120 48.444 O.O:EO G.000 Circular 0.729 0.005 4.000 U.2U2 Ki08 R109 K107 0.040 0.8SU 0.034 0.111 0.000 5.449 6.398 0,707 564.019 563.520 49.892 0.010 8.000 Circular 1.570 0.002 4.391 O.i89 R106 R107 R105 0.040 0,850 0.034 0.145 U.000 5.639 6.339 0.916 563.420 563.090 33.011 O.OtO 8.400 Gircullr 1.570 0.003 4.682 0.118 R104 R105 R103 0.040 0.850 0.034 0.179 0.000 5.756 6.303 1.125 562.993 562.720 27.250 0.010 8.000 Circuku 1.570 0.005 4.903 OA93 RI02 R103 R101 O.U40 O.8S0 U.034 0213 0.000 5.849 6.275 1.333 562.615 S62,120 49.505 0.010 8.000 Circular 1.570 0.007 5.062 O.i63 RI16 R117 Ri15 O.1S0 0.85U U.128 0.128 O.4U0 O.UOU 8.901 }.135 561.000 SG0.507 49.3}S 0.010 5.000 Circular 1.570 O.VUS 4.912 0.}67 Ki14 R115 R101 OA50 0.850 0.043 0170 0.000 0.167 8.789 1.494 560.410 559,912 49.835 O.OlU 8.000 Circular 1.570 0.009 5.135 O.lb2 K100 R1U1 R99 0.050 0.850 OA43 ROUTE PROJECT BERKMAR DRIVE APARTMENTS DESIGNER: C, MORGAN CHECKED: DATE 6/22/2020 UNITS:NGLISH fNLET a ¢CJ Z`C V w w'�� a UV d V [ CY p rn N Q �o n j-�a ryV a Q Sag Inlets Only Cn A (t�,, V W �� �O t A c) E a 7 11 DI-3C 6.000 0 0 0.68 0 0.0100 0.0200 3.470 2,000 0.57637 0.0833 4.165 3.52 Back/Lt. 0 0 0.68 0 Ahead/Rt. 1.360 0.0100 6 1.360 1.870 0.160 0.01333 12,003 3.870 T791 Weir Flow 13 DI-3C 6.000 0 0 0.23 0 0.0450 0.0100 1.1.92 2,000 1.67785 0.0833 8.33 3.76 Back/Lt. 0 0 0.23 0 Ahead/.Rt. 0.460 0.0450 6 0.460 0.907 0.080 0,00667 11.994 2.907 7.562 WeirFlow 15 D1-3C 6.000 j 0 0 0.91 0 0.0250 0.0300 2.621 2.000 0.76307 0,0833 2.77667 3.28 Back/Lt. 0 0 0.91 0 Ahead/Rt. 1.820 0.0250 6 1.820 2.271 0.240 0.02 1.2 4.271 6.308 Weir Flow 19 D1-3B 9.000 0 0 1.06 0 1..060 0,0200 0.0150 4.335 2.000 0.461-06 0.0833 5.55333 0.950 3.64 0.1516 0.1.591. 7.758 8,000 1.031 1.000 1.060 0.000 2.419 21 D1-3C 6.000 0 0 0.51 0 0.03100 0.0200 1.733 2.000 1.15407 0.0833 4.165 3.52 Back/Lt. 0 0 0.51 0 Ahead/Rt. 1.027 0.0300 6 1.027 1.550 0.1.60 0.01333 12.003 3.550 6.460 Weir Flow 23 DI-3B 6.000 0 0 0.38 0 0.380 0.0080 0.0100 1.988 2.000 1.00604 0.0833 8.33 1-000 3.76 0.1566 0.1666 3.725 6.000 1.611 1.000 0.380 0.000 L987 25 DI-3C 6.000 0 0 0.21 0 0.0450 0.0100 1,152 2,000 1.73611 0,0833 8.33 3.76 Back/Lt. 0 0 0.21 0 Ahead/Rt. 0.420 0.0450 6 0.420 0.854 0.080 0.00667 11.994 2.854 7.1 l6 Weir Flow 3 D1-3C 6,000 0 0 0.34 0 0.0170 0.0200 1,655 2.000 1.20846 0.0833 4.165 3.52 Back/Lt. 0 0 0.34 0 Ahead/Rt. 0.680 0,0170 6 0.680 1.178 0.160 0.01333 12.003 3,178 4.907 WeirFlow 31 DI-3C 6.000 0 0 0.79 0 0.01.00 0.0300 3.350 2.000 0.59701 0,0833 2.77667 3,28 Back/Lt. 0 0 0.79 0 Ahead/Rt, 1.580 0.0100 6 1,580 2.067 0.240 0.02 12 4.067 5.740 Weir Flow 33 D1-3C 6.000 0 0 0.25 0 0.0300 0.0150 1.327 2.000 1.50716 0.0833 5.55333 3.64 Back/Lt. 0 0 0.25 0 0.500 0.0300 6 0.500 0.959 0.120 0.01 12 2.959 5.329 Ahead/Rt. Weir Flow 35 D1-3C 6.000 0 0 0.89 0 0.01.00 0.0275 3.772 2,000 0.53022 0.0833 3.02909 3.34 Back/Lt. 0 0 0.89 0 Ahead/Rt. 1.780 0.0100 6 1.780 2.238 0.220 0.01833 12.00218 4.238 6,780 Weir Flow 37 D1-3C 8.000 0 0 0.72 0 0.0150 0.0-900 2.991 2,000 0.66867 0.0833 4.165 3.52 Back/Lt. 0 0 0.72 0 Ahead/14. 1.440 0,01150 8 1.440 1.71.2 0.160 0.0.1333 12.003 3,7.12 7.134 Weir Flow 39 D1-3C 6.000 0 0 0.38 0 0.0450 0.0150 1.438 2,000 1.39082 0.0833 5.55333 3.64 Back/Lt. 0 0 0.38 0 Ahead/.Rt. 0.760 0.0450 6 0.760 1,268 0.120 0.01 12 3.268 7.046 Weir Flow 4.1 DI-3C 8.000 0 0 0.7 0 0.0200 0.0200 2.432 2.000 0.82237 0.0833 4.165 3.52 Back/Lt. 0 0 0.7 0 Ahead/Rt. 1.400 0.0200 8 1.400 1..680 0.1.60 0.01333 12.003 3.680 7.001 Weir Flo w 45 DI-3C 8.000 0 0 0.6 0 6.0000 0.0175 0.683 2,000 2.92926 0.0833 4.76 3.58 Back/Lt. 0 0 0.6 0 1.200 6.0000 8 1200 r r1.5516 0.140 0.01.167 11.99657 3,51.6 7.220 Ahead/Rt. WeirFlow 47 DI-3C 6,000 0 0 0.81 0 0.0070 0.0250 4.172 2.000 0.47939 0.0833 3.332 3.40 Back/.Lt. 0 0 0.81 0 Ahead/Rt. 1.620 0.0070 6 1,620 2.101 0.200 0.01,667 I L9976 4.101 7.004 Weir Flow 51 DI-3C 6.000 0 0 0.7 0 0.0250 0.0250 2.062 2.000 0.96993 0,0833 3.332 3.40 Back/Lt. 0 0 0.7 0 Ahead/Rt. 1.400 0.0250 6 1,400 1.906 0.200 0.01667 11.9976 3.906 6.354 Weir Flow 53 DI-3C 8.000 0 0 1.38 0 0.0300 0.0300 3,370 2.000 0,59347 0.0833 2.77667 3.28 1 Back/Lt. 0 0 1.38 0 1 Ahead/Rt. 2.760 0.0300 8 2.760 2.642 0.240 0.02 12 4.642 7.340 Weir Flow 57 DI-3C 8.000 0 0 1.49 0 0.0180 0.0300 4.184 2.000 0,47801 0.0833 2.77667 3,28 Back./Lt. 0 0 1.49 0 Ahead/Rt. 2.980 0.0180 8 2980 2.781 0.240 0.02 12 4.781 7.725 Weir Flow 59 DI-3C 6,000 0 0 0.19 0 0.0100 0.0150 1.470 2.OW 1.36054 0.0833 5.55333 3.64 Back/Lt. 0 0 0.19 0 Ahead/Rt, 0.380 0.01.00 6 0.380 0.799 0.120 0.01 12 2.799 4.438 Weir Flow 63 D1-3B 10.000 0 0 0.47 0 0.470 0.0900 0.0200 1.368 2.000 1.46199 0.0833 4.165 1.000 3.52 0.1466 0,1666 8.419 10.000 1.188 1.000 0.470 O.OoO 1.367 65 D1-3B 10.000 0 0 0.47 0 0.470 0.0900 0.0200 1.368 2.000 1.46.199 0.0833 4.1.65 1.000 3.52 0.1466 0.1666 8.419 10.000 1.1.88 1.000 0.470 0,000 1-367 67 DI-3B 10.000 0 0 0,55 0 0.550 0.0800 0.0200 1.483 2.000 1.34862 0,0833 4.165 1.000 3,52 0.1466 0,1666 8.682 10.000 1.152 1.000 0.550 0.000 1.483 69 DI-3B 1.0.000 0 0 0.64 0 0,640 0.0800 0.0200 1.570 2.000 1.27389 0.0833 4.165 1.000 3.52 0.1466 0.1,666 9.252 10.000 1.081. 1.000 0,640 0.000 1.569 71 D1-3B 10.000 0 0 0.51 0 0.5.10 0.0900 0.0200 1.410 2.000 1.41844 0.0833 4. t65 1..000 3.52 0.1.466 0.1666 8.713 10.000 1.1.48 1.000 0.51.0 0.000 L410 73 DI-3B 10.000 0 0 0.72 0 0.720 0.0900 0.0200 1.605 2.000 1.2461.1 0.0833 4.165 1..000 3.52 0.1466 0.1666 10.071. 10.000 0,993 1,000 0.720 0.000 1.604 9 DI-3C 6.000 0 0 0.6 0 0.0100 0.0300 2.715 2.000 0.73665 0.0833 2.77667 3.28 Back/.Lt. 0 0 0.59 0 Ahead/.Rt. 1.190 0.0100 6 1.190 1.711 0.240 0.02 12 3.711 4.751 Weir F'lo w PROJECT BERKNI)MDRIVEAPAR'FMENTS SIIEI r UNITS of; EiNGLISH CULVERI'.DESIGNFORMLD-269 DESiGNLR REVIEWER: .. ..... ; MORGA DATE: DATE: 8/9/2019 ROAD I IRE ACCESS COUNTY Albemarle (Lone 1) CULVERT' j VA NOAA Station Charlottesville HYDROLOGICAL DATA Method: !RA110NAL Drainage Area: 1 7,6: Acres ofConczntiation 25 Msnnice DESIGN FLOWS Shldr. Eilst Eli--- L= S = SKEW= laev. Lr. - FtHAxd 0.00 549.0 65 2:6-'; i 300 :i<,:>';� 5180 .ft ift ft lit : Roadway Width 20 It ROADWAY ft X ------- V -------------------------------------------------- ------ --"_____________ _Stream DEPRLiSSEON 3 in. "n"Bed 0,013 ELEVATION Bed - -' 555.00 It -_ ~---._� ---------- - _ _ _ _ _ - - ' - - E,V-- RoadIengrtt 20 Preehoard^ rFtay. Rt=;'"rime -- TW DEPTH TW rwvEt,. C1 attnel Iay.E1.. 54R.i0 41.. Su£acaTypo FVALUEi! ': L;90 tE.na 5 k8, E0 PAVED It s1 it a'y6 ft R.I, (years) FLOW (QS,) 10 Design 20.64 2 Check 13.48 100 hivx. 34:, 8 CULVERTDESCl21PTIO,'Y: TYPE: Single!i�.lultipie Conforming Inlet Edge Description: Square edge w/headwall TOTAL FLOW Q ct3 FLOW PER BARREL QiN cfs HEADWATER CALCULATIONS CONTROI. HEADWATER EiLE3V It OUTLET VEIL fps i1.E4f vlUGt SHOULDER F;LEV. ft CONUMENTS INLE'r CONTROL OL.rfUT CONTROL Single / Multiple Conforming! Broken Back Culverts JINVI D HWE it FALL. ft M.1wi ft TW It do it (dc+D)i2 ft ho it ke R t1 FLHWn i1 ,MATERIAL SHAPE Size (in) N Mannings n concrete Circular 13: 3 0.01 2.0,64 6,9 1.33 1,75. 0:00 551,55 L9i1 0.88 1.19 1.90 0.50 0,84 551,,34 551.W 8.87 Ii 8 5.2, (i;83 Loo. 0.00. 5:50,.80 1.90 0175 IA3 .1.90 0;50 0,47 550,97 551.05 8,19 34,78 11.6 2.27 3.15 0.00 552.95 1.90 1 1.13 1.32 1.900.50 2.3v 552.38 553.20 10.06 Broken hack. Culvert T'AILWA'i'E-RDATA: TAILWATERRESOLTS: ROMMAYDATA: tOADWAYOVEKfOPPLtiG: f.ENCiT1I E1ev: SKEW' Chantiel Shapa "n"= 0.035 Oisdwrge cfs Elevation ft Flow depth 11 Velocity fps Shear firree PSF Roadwap tUidth. 0 20 Ihschw"ge cfs Overtopping Oischargc CfS Overtopping klevatitnt ft Hottosn Width, It Side Slope Lt: (RIV) Side Slope Rt: (H:1V) Channel Slope, Wit 0.00 Surface'Ty1r PAVED 0.00 Design 550.00 1.90 0.00 0.00 Top of Road Elevation, It 555 Dc6ign. 0 0.110 0.00 Check 550.00 ISO 0.00 0.00 Length of Road, It 20 beck 0 0.00 0.0100 0 0.00 }LSLJtiCL' faevatinn #J TECHNICAL FOOTNOTES- (1) USE Q/NB FOR BOX CULVERTS (4) ELhi = Ii1Vi + ELI (INVERT OF INLET CONTROL SECTION) (6) ho = TW or (de +.D!2) (WHICHEVER IS GREATER) (2) HWVD = HW!D OR HAVVD FROM. DESIGN CR ARTS (5) TW BASED ON DOWNSTREAM CONTROL OR FLOW (7)11=1.1 + kc + (29n'L)/Rt 33jv'/2g (3) FALL MWI - (F_I:FBW-131st): FALL IS ZERO FOR CULVERTS ON GRADE? DEPTH IN CHANNEL SUBSCRIPT DEFINITIONS: COb.F:AIEN I'S /'DISCUSSIO`tf: CULVERT B ARREI.SELLCI'F.I) HWd DESIGN HEADWATER i IVLt T SIZE,: HWi HW` IN INLET CONTROL o OUTLF,T SHAPE: :Vt�1TF.,RTA.L: HWO f W IN OLITLET CONTROL. sr Streambed F,NTRANCF-, (ri culvert face CULVERTSOFT by ENSOFTEC, INC. k ow" IN 3 U 1? A,i ' - _ l s.(:1W8.ER y, Lis;. No. 050951 5r22�2o ONAL�g� Wf4� to E N N m v1 N O > E W c � � 3 QUj v'S oV2o ED N tL Coo W W a. a i- W to C7 � 4 Ccu O c Q V 3. U- mo a. L � tU o -v o � N O � m O '-jo O J O W +-+ 1- - S2� �02Q Tm Z UO z O ti m W Z Q O r-r w 0 ~ V7 Lo �ZTC�� 0 U � 0 O O LL.I\tjNN Q\"t�N Q N � DATE 1212812018 DRAWN BY C. MORGAN DESIGNED BY C. MORGAN CHECKED BY M. BOWSER SCALE NTS V zH W z � H W t � O H J /LVL z Q © _J W < U Q m Uj WmU 7 t ry W � W � L/cci Q G Q tY Qv ' nlL O 1-4 WW co JOB NO. 42297 SHEET NO. 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