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SDP201700076 Plan - Submittal (First) Initial Site Plan 2017-12-04
WA in NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 B0 COLLETT THACH & EDITH THACH HANTZMON WIEBEL P.O. BOX 1408 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: LI PROPOSED ZONING: C-1 MAGISTERIAL DISTRICT: SCOTTSVILLE SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: ROGER RAY & ASSOC. LOUISA AERIAL SURVEYS, INC. P.O. BOX 430 MINERAL, VA 23117 (540) 967-1499 RIVANNA RIVER PROD. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/2512013 SETBACKS: FRONT: 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE PROPOSED USE: 43 1 -BEDROOM RESIDENTIAL UNITS 49,345 SF NET (61,681 SF GROSS) OFFICE SPACE 724 SF NET (905 SF GROSS OFFICE - ACCESSORY BUILDING) 2,900 SF BREWERY TANKS 724 SF NET (905 SF GROSS RETAIL - ACCESSORY BUILDING) 5,500 SF RESTAURANT 1,010 SF STORAGE REQUIRED PARKING PER ORDINANCE: RESIDENTIAL: 43 ONE BEDROOM UNITS X 1.5 SPACES = 64.5 SPACES OFFICE: 49,345 SF X (1 SPACE / 200 SF) = 246.7 SPACES OFFICE (ACCESSORY BUILDING): 724 SF X (1 SPACE / 200 SF) = 3.62 SPACES BREWERY TANKS: 2 SPACES / EMPLOYEE = 2 SPACES (ASSUMED) GENERAL RETAIL (ACCESSORY BUILDING): 724 SF X (1 SPACE i1 100 SF) = 7.24 SPACES RESTAURANT: 5,500 SF X (13 SPACES / 1,000 SF) = 71.5 SPACES STORAGE: 1,010 SF X (0.14 SPACES / 1,000 SF) = 0.14 SPACE TOTAL = 395.7 SPACES 20% REDUCTION PARKING MODIFICATION = 395.7 X 20% = 316.56 SPACES TOTAL PARKING REQUIRED (ADJUSTMENT): 317 SPACES PROPOSED PARKING: 320 SPACES EXISTING IMPERVIOUS AREA = 3.80 ACRES PROPOSED IMPERVIOUS AREA = 5.75 ACRES AM L CAW 1L_ oil L4 4 j 4i 14 K 14 11 INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA 12/4/2017 VICINITY MAP 1"=1000' DEVELOPER: BR MANAGEMENT CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 REZONING APPROVAL, CONDITIONS & PROFFERS C1.0 NOTES AND DETAILS CIA NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS C1.4 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROS!Or,,l AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 SHEET INDEX C4.1 SITE PLAN C4.2 SITE PLAN C4.3 SITE PLAN C5.0 GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN C6.0 STORMWATER MANAGEMENT PLAN C6.1 STORMWATER SUMMARY PLAN C6.2 STREAM BUFFER MITIGATION PLAN C7.0 STORM SEWER PROFILES C7.1 STORM SEWER PROFILES C7.2 STORM SEWER PROFILES L1.00 PRELIMINARY LANDSCAPE PLAN NUMBER OF SHEETS= 30 UTILITY DEMANDS M EE O p M U N N } E LU W Q 3 N 0 LL o w O M cl� W M J U W Cl- uj-' - d''' o rn O N �OunQ U_ na IT U j I ¢ c 'n o a' y� N � M 0- 00 W J 0 LU io F_ Ln 0 0 LU W U z 0 V) 0 WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE/RETAIL: 250 GPD/1,000 SF = 67,401 X 250 GPD/1,000 SF = 16,850.25 GPD RESIDENTIAL: 100 GPD/PERSON = 43 UNITS X 1.5 X 100 GPD = 6,450 GPD RESTAURANT: 50 GPD/SEAT = 140 SEATS X 50 GPD/SEAT = 7,000 GPD TOTAL GPD = 30,300 GPD AVERAGE HOUR: 30,300 / 24 = 1,262.5 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 1,262.5 X 3 = 3,787.5 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 3,787.5 X 2 = 7,575 GALLONS SEWER FLOWV (AVERAGE DAILY FLOW) OFFICE/RET/AIL: 67,401 SF X (250 GPD PER 1,000 SF) = 16,850.25 GPD 0 RESIDENTIAL.: 43 UNITS (1 BEDROOM) X 1.5 X 100GPD/PERSON = 6,450 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 30,30)0 GPD Fm z O a U Ln W 0 Z O LU DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA z W F_ CL O Q W' Z w: W Q O > w W� <U �¢ W n m V 1 J Q i� J a z w J 0 0 IOB NO. 37032 SHEET NO. Co.0 L P 2416- 7 oolo Ills' Special Br at Conijition Aye Nay M M" s' Mallek y f.i44, ,t` .eel I ...,.m»p g ner {] ,,Mr. Rnndolp6 4, R Mr. Sheffield Ahsgtut P 2416- 7 oolo Ills' Special Br at Conijition ri inal proffers .w.. m, �rriidrriciif ZMIA NO. 210I&W 'Fax Map and Parcel uriiber(s), 078, itt-tiff-.i0-0211 Ownet s j of Re^c-urd. [Tillett K Thacff Tvusteel'f the Colte-tt M, Thach Trust Catlett m' `I'It lt, °rostee. of the Edith C. Tbach ` rust"(ticrcinaffer et111ectively, "Hach) too trrict 1pirreliaser: Wooten "Itis ILC; ax Virginia 0mit e Rohl ity compo" Date €r1 Pxodf�r SignatumApril,27,2017 10 .38 aortsjobe rezurrW'frprri Light 1ndustr It to Commer W(C4) °T'hach is the owner (the `owner"), of Tax flap and Oarcol,Numbcr 078 -00.0D-{ 1RO (the "Pro �tltielt is the sWlt of rozon418,a ipticalon ZMA No, 20l<611o projm'i ki3own ats `Voolenhilts" (tile "Piqjed"�; Woolen Mills, LLQ is the ("C lontract Pvrcliaser') of the Property by that cerin 0. oti n to Porchase R.:eal Bstale at reentcratd ted 14rluar� X201 as rnded, piira:rant to Section 333 of the Albemarle, C ouli 'Zoning Orditra de, ft, B Bier horehy voluntarityproftbrs ti* onditions; listed below w1.h`i6h shall be applied to the Pr€apurty if it is rezoned to the; zo iug dish ict ideniffie above, T i se =ditioni are proof red as � par l caf tete re a st d r `�tiirt ; delle vier a knti ltdg s that'th cti iifiticttrs arc reasonable" 1. Upon demand of the County m owmant of wade uate area fest° conAtuctiart yard silait tenanct of; Class '"t`rail iiictrzdirrg,rapede�triari brdc �a�rrft�;s r�et� l�rrrvidn," cclrrraec�d"icin t� "f`a� �trp �� �aa'cal �A, .. and Last Market trees �laali he kion of the n-sil arrd bridg s afl be i lrstually agreed upon by the Ow"Cl/cont et Purcha. r acrd the County and suc a ret;rr ent tell not be Wireasooably withheld T111 lnpadon of"the trail and bride s11all be in6tually 49f*1 to and dmiigned to (ke4litate. con-nectivity with the RNanrta Trail Sy5temll '11115 proffer shall not obligate: the Owl terlC of trael Ptirchd er to boir thg" omtrract:init s r'rli irxt naftce.; est Msoclated with aha , trail; or bridge; ,1'dor to srrbmistioft oaf tilt Final Site f'lam ftlr ttie Project, [whet/Contrjwt f'urelia r slirall provide to the. Cuuilt ' a copy-: Virg l tilt lye arlritent nt tui ie 1te s isr'ec ,f art c ertificalion ol tile proposed rehabilitation work.: . Ali developimnt tvithira the Prpjcct'shrall comply �vtllr" the tat' irginia f�epaitinent Qt'1 tistcaric- Rescsrirees;. tax crrlit zeirtrerrrerit: A< °T'l e pinat bite I'tatt or theVrqjtct shall inelude a plan for` e uleatiri tlira po lin;" abouf the WooleiU ;Mills cultural resourm, i3iclu4iag bullpot ftriiited to onsite,"tatters, interpreti-Ve exhibits, ,alum t1 tike, wrhiolr ate; visIibl€ in pirbliely aece5sible uta as. . ttie:raarkiri :ilea within tlxe Prv`jeet NNhiC41 ira acoossed omelet Eastat e Street shall tau limited to,213 spaces, I 6. At least 5"A o f the total built, stitl6m f'eo a I and teased outdo6t Arda of the Property drill be usud, non - r 0dentlally it1 e plcayrrierrl-g ac a tisit; arirl rdrictirnercial uses. T Prior to the, issmance of the Cltt curtitt to of occupancy for the t'r9ject, Owler/�.t�ntract purchaser shall make a l trtlp SUM Cash ntribu€ion to t1le, City tst "";liardntt , vide of$j C ,0 0 to be r ed by €1t for hitersatim stripe ag, or oth itnprm;Iin ✓rmi to roods 31id i0mopfiowwIthitt the Wwku NiIN nelttl�cai°tt�c�, 19 m E 0 0 N V N � C Q O > E a` E Q LL. LL o LU 0 D a _j U 00 LU — i.ri Q1.4 >orj C7 Uj H � x< v LL U) _ = N i� >� Q N V) a M a- 00 ® W Ui 0 I= V 0 0 LU > W_ U z 0 H U) H 0 z 0 CL ry U V) LU z 0 H LU ry I DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 37032 SHEET NO. Co/ . f &K NAY M M's"Autek. y fN15t ¢y Kee)' g ner {] A4'Ar', l�.araciralll 4J;, Mr. Shefficki Almat ri inal proffers .w.. m, �rriidrriciif ZMIA NO. 210I&W 'Fax Map and Parcel uriiber(s), 078, itt-tiff-.i0-0211 Ownet s j of Re^c-urd. [Tillett K Thacff Tvusteel'f the Colte-tt M, Thach Trust Catlett m' `I'It lt, °rostee. of the Edith C. Tbach ` rust"(ticrcinaffer et111ectively, "Hach) too trrict 1pirreliaser: Wooten "Itis ILC; ax Virginia 0mit e Rohl ity compo" Date €r1 Pxodf�r SignatumApril,27,2017 10 .38 aortsjobe rezurrW'frprri Light 1ndustr It to Commer W(C4) °T'hach is the owner (the `owner"), of Tax flap and Oarcol,Numbcr 078 -00.0D-{ 1RO (the "Pro �tltielt is the sWlt of rozon418,a ipticalon ZMA No, 20l<611o projm'i ki3own ats `Voolenhilts" (tile "Piqjed"�; Woolen Mills, LLQ is the ("C lontract Pvrcliaser') of the Property by that cerin 0. oti n to Porchase R.:eal Bstale at reentcratd ted 14rluar� X201 as rnded, piira:rant to Section 333 of the Albemarle, C ouli 'Zoning Orditra de, ft, B Bier horehy voluntarityproftbrs ti* onditions; listed below w1.h`i6h shall be applied to the Pr€apurty if it is rezoned to the; zo iug dish ict ideniffie above, T i se =ditioni are proof red as � par l caf tete re a st d r `�tiirt ; delle vier a knti ltdg s that'th cti iifiticttrs arc reasonable" 1. Upon demand of the County m owmant of wade uate area fest° conAtuctiart yard silait tenanct of; Class '"t`rail iiictrzdirrg,rapede�triari brdc �a�rrft�;s r�et� l�rrrvidn," cclrrraec�d"icin t� "f`a� �trp �� �aa'cal �A, .. and Last Market trees �laali he kion of the n-sil arrd bridg s afl be i lrstually agreed upon by the Ow"Cl/cont et Purcha. r acrd the County and suc a ret;rr ent tell not be Wireasooably withheld T111 lnpadon of"the trail and bride s11all be in6tually 49f*1 to and dmiigned to (ke4litate. con-nectivity with the RNanrta Trail Sy5temll '11115 proffer shall not obligate: the Owl terlC of trael Ptirchd er to boir thg" omtrract:init s r'rli irxt naftce.; est Msoclated with aha , trail; or bridge; ,1'dor to srrbmistioft oaf tilt Final Site f'lam ftlr ttie Project, [whet/Contrjwt f'urelia r slirall provide to the. Cuuilt ' a copy-: Virg l tilt lye arlritent nt tui ie 1te s isr'ec ,f art c ertificalion ol tile proposed rehabilitation work.: . Ali developimnt tvithira the Prpjcct'shrall comply �vtllr" the tat' irginia f�epaitinent Qt'1 tistcaric- Rescsrirees;. tax crrlit zeirtrerrrerit: A< °T'l e pinat bite I'tatt or theVrqjtct shall inelude a plan for` e uleatiri tlira po lin;" abouf the WooleiU ;Mills cultural resourm, i3iclu4iag bullpot ftriiited to onsite,"tatters, interpreti-Ve exhibits, ,alum t1 tike, wrhiolr ate; visIibl€ in pirbliely aece5sible uta as. . ttie:raarkiri :ilea within tlxe Prv`jeet NNhiC41 ira acoossed omelet Eastat e Street shall tau limited to,213 spaces, I 6. At least 5"A o f the total built, stitl6m f'eo a I and teased outdo6t Arda of the Property drill be usud, non - r 0dentlally it1 e plcayrrierrl-g ac a tisit; arirl rdrictirnercial uses. T Prior to the, issmance of the Cltt curtitt to of occupancy for the t'r9ject, Owler/�.t�ntract purchaser shall make a l trtlp SUM Cash ntribu€ion to t1le, City tst "";liardntt , vide of$j C ,0 0 to be r ed by €1t for hitersatim stripe ag, or oth itnprm;Iin ✓rmi to roods 31id i0mopfiowwIthitt the Wwku NiIN nelttl�cai°tt�c�, 19 m E 0 0 N V N � C Q O > E a` E Q LL. LL o LU 0 D a _j U 00 LU — i.ri Q1.4 >orj C7 Uj H � x< v LL U) _ = N i� >� Q N V) a M a- 00 ® W Ui 0 I= V 0 0 LU > W_ U z 0 H U) H 0 z 0 CL ry U V) LU z 0 H LU ry I DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A JOB NO. 37032 SHEET NO. Co/ . f ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. DROP INLET & STRUCTURE NO. CURB ALBEMARLE COUNTY FINAL FLAN GENERAL NOTES General Construction Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. L SEWER --- a EXISTING SANITARY SEWER WATER _.____._........_ _.._};_ W...._......_.___ . _._. EXISTING WATER LINE 6" W PROPOSED WATER LINE ----�- 6" W PROPOSED VALVE -i T - g" Wy PROPOSED TAPPING SLEEVE - PROPOSED FIRE HYDRANT (COMPLETE) Albemarle County Engineering Final Plan General Notes Page 1 of 4 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other Construction. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TC =TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT February 6, 2013 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE IPROPOSED 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, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT (EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. IDATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ,ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-VIIAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COUIRSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL (MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, 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 OTHERWIS>E NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL N)OT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER 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 PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN 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 OF THE 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 THE PLAN APPROVING AUTHORITY. 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 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 ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T00AM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 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 LBS/ACRE, 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 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 11000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) CLI NIT 12/4/17 rn E CD O'� V ry V; r*4 c >E LU a� E ~v4.1 at LL n L+- o , ED M � U 00 LU -j - sri U W N N 3: O ¢ w LO aQ �� C: z� >� =� N a d - CO J z O a U 07 w 0 z w ry man vwra 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLFTT CHECKED BY C. KOTARSKI SCALE N/A z o 0 w m Uj N 0 Q _ a a _ 0 a O J � Q _ o Q = W > tQ z W UNJ CL 0 s W W _jZ a Q r/ 2:LU I r p� � a m W Q(D { <F- Z O0 2 Z a _ T � C9 O a. o o= Z zN O Q LLJ F_ X v v o tf 0 N o aw o0 .3 a 0 � m (D .0 (1),6 MF 2 N in f0 � O Y U � O � C V � O a = O � fE �U 4 JOB NO. 0 o N @ U 37032 roU tn_ C O U SHEET /NCO. a o C1.0 N Q) H CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH - JUTE MESH DITCH CENTERLINE OF DITCH {� BENCH MARK CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 --- -- -- EXISTING CONTOUR 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT ALBEMARLE COUNTY FINAL FLAN GENERAL NOTES General Construction Notes 1. 2. 3. 4. 5. 6. 7. 8. 9. L SEWER --- a EXISTING SANITARY SEWER WATER _.____._........_ _.._};_ W...._......_.___ . _._. EXISTING WATER LINE 6" W PROPOSED WATER LINE ----�- 6" W PROPOSED VALVE -i T - g" Wy PROPOSED TAPPING SLEEVE - PROPOSED FIRE HYDRANT (COMPLETE) Albemarle County Engineering Final Plan General Notes Page 1 of 4 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. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other Construction. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TC =TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT February 6, 2013 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 LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE IPROPOSED 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, 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT (EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. IDATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ,ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-VIIAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COUIRSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL (MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, 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 OTHERWIS>E NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL N)OT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER 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 PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN 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 OF THE 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 THE PLAN APPROVING AUTHORITY. 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 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 ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T00AM TO 9:00PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER 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 LBS/ACRE, 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 80LBS/100SF, ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 11000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE 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 APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) CLI NIT 12/4/17 rn E CD O'� V ry V; r*4 c >E LU a� E ~v4.1 at LL n L+- o , ED M � U 00 LU -j - sri U W N N 3: O ¢ w LO aQ �� C: z� >� =� N a d - CO J z O a U 07 w 0 z w ry man vwra 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLFTT CHECKED BY C. KOTARSKI SCALE N/A z o 0 w m Uj N 0 Q _ a a _ 0 a O J � Q _ o Q = W > tQ z W UNJ CL 0 s W W _jZ a Q r/ 2:LU I r p� � a m W Q(D { <F- Z O0 2 Z a _ T � C9 O a. o o= Z zN O Q LLJ F_ X v v o tf 0 N o aw o0 .3 a 0 � m (D .0 (1),6 MF 2 N in f0 � O Y U � O � C V � O a = O � fE �U 4 JOB NO. 0 o N @ U 37032 roU tn_ C O U SHEET /NCO. a o C1.0 N Q) H Y4" R=/4�+ AOWIDTOH OFIWALKACED i LTH CONCRETE BUMPER BLOCK All 4 NON -SLIP BROOM FINISH `' A ANCHOR WITH 5/8" REBAR EXPANSION JOINT AT MAX OF 100', EXPANSION JOINT WITH CLI Nr vv. IMBEDDED 24" IN GROUND HANDICAP SIGN %a"\, WITH PREMOLDED EXPANSION FILLER PREMOLDED EXPANSION 1/4" SEALANT . E'Uf LOCATION (VAN) FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH.. HANDICAP SIGN VARIABLE WIDTH' ' EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 -{ € LOCATION (TYP.) MAX. CROSS SLOPE 2% �J SILICONE SEALANT 2„ � 12/4/'! 7 m EOP 10' 3,000 PSI AIR ENTRAINED PORTLAND \/\ j\ j\ a d a d a \ONAL FACE OF CONC. WALK ° CEMENT CONCRETE // // CURB 1$' 18' a o 0 0 0 0 6" TYPE 21A STONE COVER _ 4 0Co \\' 043,000 PSI AIR -ENTRAINED CD PAINTED ° d 8 / CONCRETE STRIPE COMPACTED SUBGRADE (CBR 11.2) (TYPICAL) COMPACTED SUBGRADE 4" TYPE 21B STONE COVER > � 8' 5' 8' 8' 8' yl 9' I �, E TYPICAL VAN\/��/`/\\/��/\/\/\/\/\/\/\\`/��/\����/j\/��/���/\\`//\�/\7/ DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS w ACCESSIBLE ACCESSIBLE ~ � NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN `t U. 0 3 U. HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a ACCORDANCE WITH VDOT STANDARDS, Lu C M < L-uj z a�—Sri O LUN 0 !- C7 W TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT o a =" n SECTION No Scale No Scale No Scale > � O No Scale ¢ � H 4 o rn LO ,+ CC -12 N Lu2" R M TOP OF CURB I R=2" ° ° a �. 2"--H- ' 5" GENERAL NOTES �� ° �„ o 00 w TOP OF CURB I 1„ R \/\/\ a 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. a' ° �� QD F- t 2. DETECTABLE WARNING TO BE CI -ASS A-3 CONCRETE (CLASS A-4 IF PRECAST) EP �\\/ ' Err WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 10 3" \�\/\ a TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A cn THE DEPTH OF CURB MAY BE \/\\ /\\/ ° WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. ° 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 5' A MINIMUM OF 13" ANDA '. XX \/ MAXIMUM OF 19" ; SURFACE \�\. \\\ a SURFACE FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. y ��\ n / ° 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO/j�/�/ A- 1$ \/ �/ / d THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF , , T// yam/ i! i i%�/ //i� / ` 5' MIN C7 16 . , //\ PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. CURB TRANSITION DETAIL a o \\ \\ BASE ' � �� 1r 5. REQUIRED BARS ARE TO BE NO. 5 X S" PLACED 1' CENTER TO CENTER ALONG 12:1 MAX s ".e . BASE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM°$°° °° ° No Scale = CONCRETE COVER 1j2". F- p�. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B W • / ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PARALLEL w Lu VDOT A-3 CONCRETE \ \ \ 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED VDOT A-3 CONCRETE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVERAN 4" MIN. SUBBASE o 0 0 o p SUBBASES o CROSSESSAI CURB BLE OREGARDLEUTE SS TOF WHETHER SIDEWALK ISHE RIGHT OF WAY OF A HIEXISTNG, PROPOSED, 1.) 1 Tlvijy/ %/ r/ ` OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 12:1 MAX AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12:1 MAX BE LOCATED BEHIND VEHICLE STOP LIMES, EXISTING LIGHT POLES, FIRE _ HYDRANTS, DROP INLETS, ETC. ACCESSIIBLE ROUTES PROVIDE A CONTINUOUS 5, TI MIN K f J S UNOBSTRUCTED, TABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 6" %° ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED )(=111 (J {IF (SII -III � —_= v CONTINUE STONE BASE CONTINUE 21 B STONE BASE AND USED BY PEDESTRIANS. �_ FROM ADJACENT PAVEMENT FROM ADJACENT PAVEMENT a. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 MN AT X , 2" HIGHER THAN SECTION UNDER CURB SECTION UNDER CURB THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT XX ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. LJ OU OtiJ= OLJ_ ./ O`J/� Kb-\ ° a o° ° v — �° ° v° -------------------- 0 PAINTED 0 0 0o O o 0 0 PER 2% MAX. �4„ VDOT Oo TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Oo SPEC. o 0 0 o P o 0 0 TC O 10' 3,000 PSI AIR ENTRAINED PORTLAND \/\ j\ j\ a d a d a \ONAL FACE OF CONC. WALK ° CEMENT CONCRETE // // CURB 1$' 18' a o 0 0 0 0 6" TYPE 21A STONE COVER _ 4 0Co \\' 043,000 PSI AIR -ENTRAINED CD PAINTED ° d 8 / CONCRETE STRIPE COMPACTED SUBGRADE (CBR 11.2) (TYPICAL) COMPACTED SUBGRADE 4" TYPE 21B STONE COVER > � 8' 5' 8' 8' 8' yl 9' I �, E TYPICAL VAN\/��/`/\\/��/\/\/\/\/\/\/\\`/��/\����/j\/��/���/\\`//\�/\7/ DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS w ACCESSIBLE ACCESSIBLE ~ � NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN `t U. 0 3 U. HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a ACCORDANCE WITH VDOT STANDARDS, Lu C M < L-uj z a�—Sri O LUN 0 !- C7 W TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL HEAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT o a =" n SECTION No Scale No Scale No Scale > � O No Scale ¢ � H 4 o rn LO ,+ CC -12 N Lu2" R M TOP OF CURB I R=2" ° ° a �. 2"--H- ' 5" GENERAL NOTES �� ° �„ o 00 w TOP OF CURB I 1„ R \/\/\ a 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. a' ° �� QD F- t 2. DETECTABLE WARNING TO BE CI -ASS A-3 CONCRETE (CLASS A-4 IF PRECAST) EP �\\/ ' Err WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 10 3" \�\/\ a TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A cn THE DEPTH OF CURB MAY BE \/\\ /\\/ ° WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. ° 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR 5' A MINIMUM OF 13" ANDA '. XX \/ MAXIMUM OF 19" ; SURFACE \�\. \\\ a SURFACE FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. y ��\ n / ° 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO/j�/�/ A- 1$ \/ �/ / d THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF , , T// yam/ i! i i%�/ //i� / ` 5' MIN C7 16 . , //\ PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. CURB TRANSITION DETAIL a o \\ \\ BASE ' � �� 1r 5. REQUIRED BARS ARE TO BE NO. 5 X S" PLACED 1' CENTER TO CENTER ALONG 12:1 MAX s ".e . BASE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM°$°° °° ° No Scale = CONCRETE COVER 1j2". F- p�. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B W • / ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, PARALLEL w Lu VDOT A-3 CONCRETE \ \ \ 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED VDOT A-3 CONCRETE BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVERAN 4" MIN. SUBBASE o 0 0 o p SUBBASES o CROSSESSAI CURB BLE OREGARDLEUTE SS TOF WHETHER SIDEWALK ISHE RIGHT OF WAY OF A HIEXISTNG, PROPOSED, 1.) 1 Tlvijy/ %/ r/ ` OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 12:1 MAX AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12:1 MAX BE LOCATED BEHIND VEHICLE STOP LIMES, EXISTING LIGHT POLES, FIRE _ HYDRANTS, DROP INLETS, ETC. ACCESSIIBLE ROUTES PROVIDE A CONTINUOUS 5, TI MIN K f J S UNOBSTRUCTED, TABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 6" %° ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED )(=111 (J {IF (SII -III � —_= v CONTINUE STONE BASE CONTINUE 21 B STONE BASE AND USED BY PEDESTRIANS. �_ FROM ADJACENT PAVEMENT FROM ADJACENT PAVEMENT a. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 4 MN AT X , 2" HIGHER THAN SECTION UNDER CURB SECTION UNDER CURB THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT XX ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 1.5 ASPHALTIC CONCRETE SURFACE <t COURSE - SM -9.5A zo 3.5" INTERMEDIATE BASE COURSE - BM25.0 DATE ZD 1214117 8" TYPE 21-B AGGREGATE SUBBASE COURSE O DRAWN BY TYPE C A. ALLISON VDOT STANDARD CG -3 CURB VDOT STANDARD CG -2 CURB g. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT \/\�/\X/\�j\�j,\�j\�j Z'V ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR \ `\ \ \ \ \\ \ DESIGNED BY No Scale No Scale TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY \�/\�X�/�\�X�/.✓X�\ TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, COMPACTED SUBGRADE � C. SNIFFLFTT THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 4+ 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' LANDING AREA SHALL, BE PROVIDED TO MANEUVER A WHEELCHAIR - CHECKED BY / a CONC CURB AND GUTTER CLASS 3A, INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' m LANDING AREA MAY INCLUDE THE GUTTER PAN. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ( ) ° n fc=3,000 PSI CONCRETE TRUNCATED DOME �n F 6 2, AL RB ATEEN7RA�iC£SUOR STREETINCONNEC7iONS RADIAL SECTION 1.6"-2.4" C -c a C. KOTARSKI 6' LENGTH WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � ©oo°-MODIFIED ARECOMMENDED BY THE MANUFACTURER TO MATCH �SCALE05FROM EP HE O 0O HEAVY DUTY ASPHALT PAVEMENT SECTION f} 0 0 0 0 0 0 0 0 0 0 0 0 0 5�_m ++ � a. ° Q a __ N/A 13 ° O O O O a 0 0 0 0 0 0 0 0 0 0 No Scale LANDING RAMP U T" \ + �� O O a a 0 0 0 0 0 0 0 0 0 0 0 N o ° 4 O o oja ANCHOR WITH S/8"REBAR /� a° a 4° a N 000000000000000 IMBEDDED 24" IN GROUND; j ° ° a° a00000000000000 , \� ° 50/-65/ OF BASE DIAMETER n n l PFR 1NHFF! �TciP / Q ° // \ _ rno 11-1 rco O O O O O O O O O O 0 0 0 0 0 LJ OU OtiJ= OLJ_ ./ O`J/� Kb-\ ° a o° ° v — �° ° v° DETECTABLE WARNING _ TM �; AT BACK OF CURB 4 r 0.9 14" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE E 12. BASE DIAMETER PAY LIMITS 0 0o O o 0 0 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 4" MIN. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Oo TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Oo o 0 0 o P o 0 0 TC O o o 0 o SPECIFICATION co 0 0 0 00 0 0 O O O O O 'CU 0 0 0 0 0 0 0 1.5 ASPHALTIC CONCRETE SURFACE <t COURSE - SM -9.5A zo 3.5" INTERMEDIATE BASE COURSE - BM25.0 DATE ZD 1214117 8" TYPE 21-B AGGREGATE SUBBASE COURSE O DRAWN BY TYPE C A. ALLISON VDOT STANDARD CG -3 CURB VDOT STANDARD CG -2 CURB g. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT \/\�/\X/\�j\�j,\�j\�j Z'V ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR \ `\ \ \ \ \\ \ DESIGNED BY No Scale No Scale TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY \�/\�X�/�\�X�/.✓X�\ TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, COMPACTED SUBGRADE � C. SNIFFLFTT THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 4+ 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' LANDING AREA SHALL, BE PROVIDED TO MANEUVER A WHEELCHAIR - CHECKED BY / a CONC CURB AND GUTTER CLASS 3A, INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' m LANDING AREA MAY INCLUDE THE GUTTER PAN. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ( ) ° n fc=3,000 PSI CONCRETE TRUNCATED DOME �n F 6 2, AL RB ATEEN7RA�iC£SUOR STREETINCONNEC7iONS RADIAL SECTION 1.6"-2.4" C -c a C. KOTARSKI 6' LENGTH WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � ©oo°-MODIFIED ARECOMMENDED BY THE MANUFACTURER TO MATCH �SCALE05FROM EP HE O 0O HEAVY DUTY ASPHALT PAVEMENT SECTION f} 0 0 0 0 0 0 0 0 0 0 0 0 0 5�_m ++ � a. ° Q a __ N/A 13 ° O O O O a 0 0 0 0 0 0 0 0 0 0 No Scale LANDING RAMP U T" \ + �� O O a a 0 0 0 0 0 0 0 0 0 0 0 N o ° 4 O o oja ANCHOR WITH S/8"REBAR /� a° a 4° a N 000000000000000 IMBEDDED 24" IN GROUND; j ° ° a° a00000000000000 , \� ° 50/-65/ OF BASE DIAMETER n n l PFR 1NHFF! �TciP / Q ° // \ _ rno 11-1 rco O O O O O O O O O O 0 0 0 0 0 2'-0" - - l�U� IL Ut I tl, I H{�Lt VV /AN 5UK1- H�..t REFERENCE �j��\\/�\\/�\�\/��\/�\/�\\/��\/�j COMPACTED SUBGRADE �` s ROAD AND BRIDGE STANDARDS CONTINUE 21B STONE BASE SHEET 1 OF 5s REVISION DATE (GENERAL NOTES) 105 COMPACTED FROM ADJACENT PAVEMENT 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SUBGRADE SECTION UNDER CURB - ::::::........ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS PRECAST CONCRETE WHEEL STOP VDOT STANDARD CG -6 CURB & GUTTER ......................... No Scale No Scale VDOT STANDARD CG -12 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale No Scala C EXISTING PAVEMENT PROPOSED PAVEMENT 1 x 4 CAP OVER 6" HASP - DOORS ONLYCL 15 0 1 x 6 CAP 12L SA,WCUT THROUGH I,- MATCH EX. CROSS EX. SURFACE w (j SLOPE UNLESS OTHERWISE co COURSE w &REMOVE w SPECIFIED ON PLANS 3.0' J. Q J > Q R PAVEMENT 2 MIN.PROPOSED 9' —��� 3° 0' 3.0 3.0' W z ` y �' Af)SURFACE BOLLARD (TYP.) > ~ W 2" + COURSE 12 STRAP z t 3 - 4 x 4 POST UNLESS HINGE uj:D OTHERWISE NOTED 0 EXISTING ON PLAN CONC. U C) PAVEMENT 2 x 4 RAIL PAD 1x 6 Lu C z (TYP.) _� TRIMMER W< Q Q 6x6POSTS �/ MILL EX. 1 x 6 TRIMMER Ix 6 !.L W C/) SURFACE COURSE SIDING mLIJ a SAWCUT EX. BASE COURSE 3'—p" l j� Q L EDGE OF PAVEMENT AGGR. BASE 1 x 6 SIDING O t r OUTSIDE ELEVATION 12" CANE BOLTS z NOTE: PROIPOSED PAVEMENT MUST TIE E 92 7 _o IN WITH EXISTING PAVEMENT 6'-0" 6'-0" OUTSIDE GA TE VIEW ~ a a PLAN VIEW 1 x6CAP 1 x6CAP 1 x4CAP 1 x6CAP NOTE Cr W,—REPLACEMENT JOINT DETAIL 3' ADJUST TO HEIGHT Z C n 10 OF CASTER WHEELS .6 No Scale ON GA TE L o CONIC. Lij Lu 1 x 6 TRIMMER 1/4" SAG ROD STONE WITH TURNBUCKLE 6 SOLID WHITE LINE 0 6 6" 2 x 4 CROSS BRACE _ 3,_0„ U CONIC. 2 x 4 FRAME 2 x 4 RAILS w NOTE: ALL LUMBER SHALL a 0 6' BE PRESSURE TREA TED 0 a t-- 12" z C (TYP.) (TYP.) POST ELEVATION INSIDE ELEVA TION _ 0 3 CASTER WHEELS o JOB NO. v 7 (Vi INSIDE GA TE VIEW 37032 CROSSWALK DETAILDUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. f r No Scale No Scale C1. I a S LJ OU OtiJ= OLJ_ ./ O`J/� Kb-\ ° a o° ° v — �° ° v° DETECTABLE WARNING _ TM �; AT BACK OF CURB 4 r 0.9 14" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE E 12. BASE DIAMETER PAY LIMITS 0 0o O o 0 0 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 4" MIN. ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL o 0 0 o P o 0 0 TC " 6 TYPE 21B AGGREGATE BASE COURSE IL spa 1VC3OT /"s», .f n ti r .+ y trr- -r ,-, -r- ♦ ,-+ ,- , .. . ,.�. , SPECIFICATION 2'-0" - - l�U� IL Ut I tl, I H{�Lt VV /AN 5UK1- H�..t REFERENCE �j��\\/�\\/�\�\/��\/�\/�\\/��\/�j COMPACTED SUBGRADE �` s ROAD AND BRIDGE STANDARDS CONTINUE 21B STONE BASE SHEET 1 OF 5s REVISION DATE (GENERAL NOTES) 105 COMPACTED FROM ADJACENT PAVEMENT 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SUBGRADE SECTION UNDER CURB - ::::::........ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS PRECAST CONCRETE WHEEL STOP VDOT STANDARD CG -6 CURB & GUTTER ......................... No Scale No Scale VDOT STANDARD CG -12 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale No Scala C EXISTING PAVEMENT PROPOSED PAVEMENT 1 x 4 CAP OVER 6" HASP - DOORS ONLYCL 15 0 1 x 6 CAP 12L SA,WCUT THROUGH I,- MATCH EX. CROSS EX. SURFACE w (j SLOPE UNLESS OTHERWISE co COURSE w &REMOVE w SPECIFIED ON PLANS 3.0' J. Q J > Q R PAVEMENT 2 MIN.PROPOSED 9' —��� 3° 0' 3.0 3.0' W z ` y �' Af)SURFACE BOLLARD (TYP.) > ~ W 2" + COURSE 12 STRAP z t 3 - 4 x 4 POST UNLESS HINGE uj:D OTHERWISE NOTED 0 EXISTING ON PLAN CONC. U C) PAVEMENT 2 x 4 RAIL PAD 1x 6 Lu C z (TYP.) _� TRIMMER W< Q Q 6x6POSTS �/ MILL EX. 1 x 6 TRIMMER Ix 6 !.L W C/) SURFACE COURSE SIDING mLIJ a SAWCUT EX. BASE COURSE 3'—p" l j� Q L EDGE OF PAVEMENT AGGR. BASE 1 x 6 SIDING O t r OUTSIDE ELEVATION 12" CANE BOLTS z NOTE: PROIPOSED PAVEMENT MUST TIE E 92 7 _o IN WITH EXISTING PAVEMENT 6'-0" 6'-0" OUTSIDE GA TE VIEW ~ a a PLAN VIEW 1 x6CAP 1 x6CAP 1 x4CAP 1 x6CAP NOTE Cr W,—REPLACEMENT JOINT DETAIL 3' ADJUST TO HEIGHT Z C n 10 OF CASTER WHEELS .6 No Scale ON GA TE L o CONIC. Lij Lu 1 x 6 TRIMMER 1/4" SAG ROD STONE WITH TURNBUCKLE 6 SOLID WHITE LINE 0 6 6" 2 x 4 CROSS BRACE _ 3,_0„ U CONIC. 2 x 4 FRAME 2 x 4 RAILS w NOTE: ALL LUMBER SHALL a 0 6' BE PRESSURE TREA TED 0 a t-- 12" z C (TYP.) (TYP.) POST ELEVATION INSIDE ELEVA TION _ 0 3 CASTER WHEELS o JOB NO. v 7 (Vi INSIDE GA TE VIEW 37032 CROSSWALK DETAILDUMPSTER PAD & ENCLOSURE DETAIL SHEET NO. f r No Scale No Scale C1. I a S L !I PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 Z "v N z ch ADJUSTABLE VALVE BOX W/ LID M.J. GATE VALVE Id d1 I 1 I I 2500 P.S.I. CONCRETE Al 2'x 2' BEARING AREA THRUST BLOCK a ° a o d a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE (TYP) No Scale 3" HARDWOOD BARK MULCH 18" BIOFILTER MIX -� 3" NO. 8 STONE 12" NO. 57 STONE BOTTOM ELEV: 310.25 4" PERFORATED SCHEDULE 40 PVC UNDERDRAIN FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN A� FOR ALL BENDS 45° dF° ✓ 24" NYLOPLAST BASIN L WITH DOME GRATE FOR TEE OR WYE FITTINGS TOP: 314.00 CLEANOUT INV. OUT = 310.25 15" HDPE BOTTOM OF BIORETENTION BASIN RAMP SOIL TO LIP OF (FEET) OVERFLOW STRUCTURTE REQUIRED. MIN SLOPE 3:1 /� BOTTOM OF 1 RAIN GARDEN 3" HARDWOOD BARK MULCH 18" BIOFILTER MIX -� 3" NO. 8 STONE 12" NO. 57 STONE BOTTOM ELEV: 310.25 4" PERFORATED SCHEDULE 40 PVC UNDERDRAIN FABRIC OR EQUIVALENT. TO BE 2' WIDE CENTERED ON UNDERDRAIN A� FOR ALL BENDS 45° dF° ✓ DEGREE L VOL. FOR TEE OR WYE FITTINGS WIDEN TRENCH TO SIZE ACCOMMODATE (FEET) ANCHOR IF (FEET) CU.YD. REQUIRED. 45° MIN BEDDING AS REQUIRED L H 45° max L 1 11 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. (270°) BEND L H T L H T 90 2.50 2.50 3.01 0.24 Q ~ 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 �+ 22 1/2 1.50 2.00 2.52 0.10 O 11 1/4 1.50 2.00 2.50 0.10 90 3,66 3.16 3.21 0.48 45 2.66 2.66 2.77 0.26 8' 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12'° 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES RETAINING SIZE, DEAD ENDS AND AT VALVES. WALL 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF �- WEIR ALL THRUST BLOCKS. ELEV: 614.50 CONCRETE THRUST BLOCKS No Scale 15" (HDPE NOTES 18" BIOFILTER MEDIA DEPTH SHALL BE THE MINIMUM DEPTH AFTER A SETTLING PERIOD OF THREE DAYS RAIN GARDEN DETAIL No Scale 3' SF -IEE --T FLOW --- PAVEMENT J RIVER SECTION STONE 1:1 SIDE MARAR 140N SLOPE FILTER FABRIC OR EQUIVALENT GRAVEL DIAPHRAGM DETAIL No Scale RAIN GARDEN 44" MIN. 60, 36" Q. 37" MIN. WINGNUT LOCKING ASSEMBLY I BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR --IN-PLACE VAULTS SHALL BE 4", MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL_ METER VAULT (1 1 /2" METER NTS FIG, W -7B TD -15 TYPICAL 1.5" WATER METER VAULT No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)� EXP. (TYP.) 2'-10" JOINT 12" MIN FINISHED (TYP.) GRADE 12" (TYP.)M IN 1!8" WASH 1/2" R (MAX.) , °nd V-4" 5" 8" FINISHED ° GRADE EXP,e d CONCRETE JOINT ad. - - #3 REBAR (12" O.C.) 1/8' WASH o� 5" # 57 STONE d d 4 f $„ d 1'-0" 9' a " (2) #5 REBARS, BOTTOM CONTINUOUS, 3„ LAP 2'-2" AT SPLICES NOTES: 3„yI a 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS & HANDRAIL No Scale ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 7-1/2" PRECAST CONCRETE WHEEL STOP No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARI 6' MIN z 2' TO 10' (270°) 7 CU. FT. 18" VALVE BO GRAVE, H 0.5' FROM P OF FACE OF CURB pI 1, 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE `• SOIL. STEEL PIL 3/4" E� WHEN THE SOIL IS DISTURBED OR WH THREADED RODS TO MAI A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE: 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A T MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale 3.5' a. REMOVABLE BOLLARD DETAIL No Scale STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE STEELSLEEVE PAVEMENT SIGN AND POST DETAIL No Scale 2'-0" DIAMETER CONC. FOOTING PBrALTY PBVALT1f $M - BOO RE $M - NO FLEE TOW AWAY ZOPE TOW AWAY ZOW VAN 6' ABOVE ACCESSBI.E 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale m E 0 rn o N � N � > E w E ¢LuLL C) LL o ui Lu �_j CJ Co wj - Ln a > o N uiN n 3:O to X - = N > Lion I- Q �L rn N v M o- zr oo-i C:) w 1.0 1-- 0 O (D Z) O 0 w Lu -17 v < z O M O w DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A i z W J uj Q ~ LU / W z C) O V ui LU -i < Z �+ Lu J� J J coVV Q W� O z H ui J r'1 JOB NO. 377 032 SHEET NO. C1,2 5 (4) 1" (25mm) WA HOLES1 ON 32 3l4" (834mm) DIA BOLT CIRCLE. 27 1/2 DIA [699mm] 1/2" [3$mm] 26 1/4" DIA [667mm]" o O 7" [178mm] F 24" DIA I [606mM] 28 7/16- DIA I 5 f8" [722mm] '! [16mm] O O 36" DIA 26" [914mm] [660mm] 1 1/2" FRAME SECTION 13/16" (- [38mm] [20mm] 11 - 2" (51 mm) LETTERS (RECESSED FLUSH) 1" 25mm] 1 /2' 3 13 16" [79mm] � 22 13/1673mm] [97mm] [579mm] 2 1/8' [54mm] 0 25" 011 j16" 1 3%8" [635mm] [35mm] 9 f 1 fi" O.D. OF GKT GROOVE C [17mm] [14mm] SECTION VIEW 1/4" (6mm) DIA AM BOLT SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/16 X 5/8 X 1 1/2 �p� 1800" PART# 00981045 YV (PICKBARS [5mm]2404" [ 15�m} (RUBBER2) @LT HEX 5/8-11X3 1/2 SS 1/2" 4 PART# 00981250 1 1/8" (29mm) DIA BOSS [6mm] [13mm] .63 DIA. STAINLESS STEEL ROD PART#5HR 5/8 ID 00981318 1.50 OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. R LOCK LUG TYPICAL WATERTIGHT (SHORT)SPART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E I IP EAl FLEXIBLE CONNECTION —f WITH STAINLESS STEEL BAND t— LsJ 0 3000 PSI CONC, BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN i BRANCH -0 2" ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S -1—B TD -27 L FRAME & COVER (SEE FIG. S—I—D,E) SLOPED AREA RUBBER COATED STEEL STEPS CAST IN PLACE -- PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS ----� MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE- CHANNEL TO BE FILLETS 3/4 DIAMETER OF — CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH I TRANSITION OF FLOW BETWEEN i INLET & OUTLET PIPE SHALL BE STREET SURFACE OR NON—PAVED AREA 1'-0" MAX a IN 4 16" MAX 74F 4'-0" A 4 ff 3'-0" MIN 12 VARIES PROVIDED. "� MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTI OIC SHOWING BRANCH TIE—IN N.T.S FIG. S -1—A TD -25 36"MINI 24"MI 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION —INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4" min —FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE TALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -34 FA Ml �E o O � v N� > E uj YU. t . Q U. O Lu O 10 < 00 U z d '— Ili 0 Lu H oN N a aul (D to d O X U -j ¢ W oa Ln X c ,y z Q) 0 ¢Ln �Lr) C, M > ry 00_j vi 0 (D Z) 0 F n LLI > W Lu Q U Q Z 0 0 r I = DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A 0 y 0 0 Q 37 CL C 0 V Q > N W zUJ1a Q 0 C)U C o 9 Lij Q Q� w U o � m oo Q �z O z a8 [Lo 0 E.2 0 . zU) Iz ui X �v o o 0 a3 � m U C X O O O U i N v, 6 C O N U C O N E Uco U co O a CO U JOB NO, 0 c � U 37032 � O SHEET NO. o C1,3 a HALF PLAN VIEW MH -1 DI -1 Y2 SECTION CAST IRON jo V2 SECTION STEEL NYLOPLAST 12" DRAIN BASIN: 2812AG X 4'-8"- (2 x WALL THICKENERS RI LUGS TO BE 2'-7" I I " 1. NOTES ** I *ogid 2 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH -1 NOTE: FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT ENPERMITTLY LOW TO ADJUSTSUFFICIMENT OF COVER AND FRAMEPROPER TO GRADE BY THE USE OF MORTAR OR MINIMUM PIPE BURIAL 00 BRICK AS DIRECTED BY THE ENGINEER. DEPTH PER PIPE 41 4 8" MIN THICKNESS GUIDELINE MANUFACTURER Oil A &4 a - CAST I 'ALV. 10 , 2`-7" WILL BE MEASURED FROM THE INVERT OF 66 ± 4'-2" 43.6 LEIS 1 Woo CAST WITH 1-3 L 472 x 0 11 /2 x /4 1. DEPTH OF INLET (H) TO BE SHOWN ON L 10U4"kt LONG ING PLANS. FOR DEPTH GREATER THAN 10'USE jjj STANDARD DI -1A A a - CAST I 'ALV. 10 , IRON t STEEL WILL BE MEASURED FROM THE INVERT OF 66 ± 1". 1 N 43.6 LEIS OPTIONAL c1l 3 LES BRACE RIBS-< -1 B 2. THE "Hit DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS CAST I 'ALV. 10 , IRON t STEEL WILL BE MEASURED FROM THE INVERT OF 66 ± 1". 1 N 43.6 LEIS THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE 3 LES 1001-110-2055 INCLUDING iINCLUDING C LUGS ONNECTORS 700I-110-206 B 2. THE "Hit DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS , 1% 10 , DEPTH WILL BE MEASURED FROM THE INVERT OF PEDESTRIAN MEETS H-10 121,49CGP 1". 1 N ONE WELDED JOINT THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE Z 1001-110-2055 APPROXIMATE ONLY ONLY FOR ESTIMATING 700I-110-206 FIF )I,,i5: WELD ALL CONNECTORS PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE 0.5 0,785 TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 0.7 I'Ac N 1.699 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE 0.9 12/4/17 1.961 WITH STANDARD IS -1. THE COST OF IN' 0.785 FURNISHING AND PLACING ALL MATERIALS r 1.2 INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 2.485 9 ye x ive x 411 [r l2" x 4°' STRUCTURE. LUGS _j qTH" QWr (3) VARIABLE INVERT HEIGHTS tv 14 12" 4, IN THE EVENT THE INVERT OF THE RECOMMENDATION C �1 . CONNECTORS AVAILABLE (ACCORDING TO �_o (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE CL z 0 .4 1 1 (MIN. MANUFACTURING w Lij - I n_j_ SEE DETAIL A� BOTTOM OF THE STRUCTURE, THE INVERT PLANS(TAKE OFF) (5) ADAPTER LJ cp 0 REQ, SAME AS MIN, SUMP) 0 %11 1 OF THE STRUCTURE SHALL BE SHAPED ANGLES FLAT SLAB TOP AS DETAILED 1 41,011 WITH CEMENT MORTAR TO PREVENT® CD 0 VZZZA I I I STANDING OR PONDING OF WATER IN THE U VARIABLE 0' -360° vZzA I I I I ON STANDARD T -MH -2 MAY BY SECTION B-13 TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR 0 SUBSTITUTED FOR TAPERED STRUCTURE. THE COST OF FURNISHING r4 04 AND PLACING ALL MATERIALS INCIDENTAL ACCORDING TO ONLY, ACTUAL CONCRETE SLAB MUST BE SECTION WHEN APPROVED BY COLLAR DETAIL MIN RAISED PLANS THE ENGINEER. TO INLET SHARING IS TO BE INCLUDED 0 DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, L I I L_ LETTERING IN THE BID PRICE FOR THE STRUCTURE. TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ST'D. ST -1 HALF SECTION A -A !o I E (WITH FRAME AND COVER REMOVED) DUMP NO WAST 5. STEPS ARE TO BE PROVIDED WHEN H IS E M4 DIMENSIONS FOR E DRAINS TO WATERWAYS 4'-0" OR GREATER, FOR DETAILS SEE LIJ SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION, A 6" A CAST IRON ONLY m BRICK CONCRETE STANDARD ST -1. F- Lu > I iK (3) VARIABLE SUMP DEPTH 4 DETAIL B 6, THIS ITEM MAY BE PRECAST OR CAST- I.- < R2 ACCORDING TO PLANS DETAIL A IN-PLACE. 0 a. NOTES: 2`6" D 0 o (I MIN. BASED ON w BEVEL 45* 1 4'-2 - HARDWARE 7. #4 X 8" SMOOTH DOWELS AT LL. w m * Lu cp WATERTIGHTJOINT-------------------- r I. QUANTITIES SHOWN ARE FOR MANHOLE CLOTH SEE DETAIL B APPROXIMATELY 12" C -C TO BE a-' Lu (CORRUGATED HDPE SHOWN) MANUFACTURING REQ.) F 1--w WITHOUT PIPES. THE AMOUNT DISPLACED 21-7-1 1 PLACED IN ALL AREAS ADJACENT < _j U Go 4" MIN cr > BY PIPES MUST BE DEDUCTED TO //�4" DEPTH AGGR. LL j 0 TO ABUTTING CONCRETE ym mor- - Lri (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: U-) 4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 04 a. Y 0 Li IV ONCRETE ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER EX: SDR 35), FCOOTING PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED &(R IBBED PVC ✓$2 if 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, BRICK CONCRETE OR WITH THE EXCEPTION OF THE BRONZE GRATE, .. THIS PRINT DISCLOSE 3130 VERONA AVE CONCRETE BLOCK -50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 S SUBJECT MATTER IN WHICH DRAWN ESC MATERIAL 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 _. - -1.1 �, I I I 1w,.1ift1 � THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED F, 91 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE 011 LOAD RATING i- DRAWI1id_# DEPTH DIAMETER 4'-811+ (2 x WALL THICKNESS) ISFCTION R -R PEDESTRIAN MEETS H-10 121,49CGP 7001-110-202 STANDRRCOEET� H-20 299CGS _ _L_ _ _�_ SOLID COVER MEETS H-20 1299CGO -�10-203 _jq0j_ ___ 7001-110-204 PEDESTRIAN BRONZE NIA 1299CGPB 1001-110-2055 DOME NIA 12n9CGD 700I-110-206 DROP IN GRATE LIGHT DUTY 1201 DI _J CU. YARDS 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, BRICK CONCRETE OR WITH THE EXCEPTION OF THE BRONZE GRATE, .. THIS PRINT DISCLOSE 3130 VERONA AVE CONCRETE BLOCK -50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70 S SUBJECT MATTER IN WHICH DRAWN ESC MATERIAL 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 _. - -1.1 �, I I I 1w,.1ift1 � OBTAIN TRUE QUANTITIES, #68#78 OR l'if 2 p" (:,) 0) 1-4 w w w w L! #6 � 6" WIDTH SETTLEMENT. IN LIEU OF DOWELS C:) CN A 2"X4" NOTCH MAY BE PROVIDED. !i: i C4 ul 2. A BASE THICKNESS OF 9" WAS USED IN (L CL la� EL ZMEM I SEE STANDARD T -DI -3, 4 FOR (D uj COMPUTING CONCRETE QUANTITIES. z z z, ;, b'.' /COLLAR 3" DIAMETER ALTERNATE DESIGN, I- (u m ry ��! 0 WEEP HOLE ±:� q- u 3.11NCREMENTS TO BE ADDED FOR EACH m SEE NOTE to 8. 3" DIAMETER WEEP HOLE WITH 12"X12" 3�: o x Lo ADDITIONAL FOOT OF DEPTH. ;; z- 9 z HHE j PLASTIC HARDWARE CLOTH 1/4" MESH Lu 12" 04 OR GALVANIZED STEEL WIRE, MINIMUM ai 4. MATERIALS MAY BE BRICK, CONCRETE OR 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH < APPROVED CONCRETE MANHOLE 0 c� In LOCK. 2 T � 6' . HARDWARE CLOTH ANCHORED FIRMLY u) 04 (N C-4 j;, HMMMM - TO THE OUTSIDE OF THE STRUCTURE. > 0 5. IF BLOCKS ARE USED THE MINIMUM m < Ln THICKNESS OF SAME IS TO BE 511. 9. CAST IN PLACE CONCRETE IS TO BE W OTHER THICKNESSES ARE TO CONFORM = Ln I I 1> CLASS A3 (3000 PSI). PRECAST 0 m TO WALL THICKNESS SHOWN FOR CONCRETE IS TO BE 4000 PSI. r1j > CONCRETE. V) uj -A t.] L _j 1 10. MY ALTERNATE METHODS OF ANCHORAGE SEE DETA T7 MEETING THE APPROVAL OF THE ENGINEER 6.ALL CONCRETE TO BE CLASS A3. SECTION A 8 77 �1 I CONCRETE QUANTITIES FOR MIN. DEPTH 4" MAY BE SUBSTITUTED FOR THE CAST IRON 00 _j LUGS AS SHOWN HEREON. C) w 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT `LD INVENT I TO BE SHAPED IN 12" CONCRETE PIPE -1.440 CU. YD, CONCRETE ACCORDANCE WITH STANDARD IS -1. 15" CONCRETE PIPE - 1,525 CU, YD, CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1,620 CU. YD. CONCRETE tio" 1)A" GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI -1 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,8117 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY SHAPING IS TO BE INCLUDED IN THE BID SECTION C -C SECTION D -D VARY BY MANUFACTURER. PRICE FOR THE STRUCTURE. ADD 0.469 CU, YD, PER ui ADDITIONAL FOOT OF DEPTH. GRATE DETAIL I A - I-— TECHNICAL INFORMATION SHOWN HEREIN 1011, 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISEDBY NMH FROJECTNO.INAME www.nylopl�ast-us.com SPECIFICATION 0 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REFERENCE XV00T N.VMT SPECIFICATION ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 r -m REFERENCE (D N-12 HP, & PVC SEWER. ARTICLE HFREFROM, FOR THE DISCLOSURE TO OTHERS 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 1 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET OF 5 SHEET 1 OF I REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) 101 233 0 � I ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001-110-012, PERMISSION FROM NYLOPLAST. 112CI3 NYLOPLASTDWG SIZE A SCALE 1:20 SHEET I OF 1 I No. 7001-110-189 REV E 106.01ID4.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 B-1. 8-2 DI -2A, 28, 2CCI EXISTING OR PROPOSED LIJ 1299CGP SIDEWALK. SEE NOTE 15 GALV. L2!/, "X21/, "XI/ am -E > LU WEEP HOLE (AS REQ'D.) /-STEPS (AS REQ'D,) EXPANSION JOINT /-BACK OF SIDEWALK EXPANSION JOINT 3'-W, W-8" LONG ' ' rw WEEP HOLE (AS REQ'D.) - M GALV, MC6XI2 N-2" Bit, 2' 2 m < APPROX. DRAIN AREA= 50M SQ IN BARS A-1 u APPROX. WEIGHT WITH FRAME 35,04 LES BARS A-1 a F-3mo- C 5" C -C i 0 1G" C -C D_ < 2! 00 (A -A BARS B - 9-0 - 0 Ls, LAj to .-j EI -DED La 0 V) a 101, C -C W Ur) DATE 7 JOINTS Ld ft_ 7F� TYPICAL > > 0(,0 BARS C N cl� 1214117 0 81, C -C I -9Y2' -'f 12" 1 9Y2" I woo uj STEPS (AS REQ'D.) > FACE OF CURB NEEMEN FLOW LL BARS A >_ DRAWN BY J2���Jl �j CRACK CONTROL JOINT—> ALTERNATE JOINT a 101, C -C HINGED GRATE 21-01. Bit 2'-2" FOR EASY ACCESS DETAIL 1- 3' 18 10- c SECTION B -B COLLAR A. ALLISON 1XI >- IN. 6' MIN. f D X1 6 X L 10'MAX. 1' 4 2'-0" Z -Pi "[-i" XPLAN VIEW V-4"_ DESIGNED BY 156 :mw A ............. ............ 81 BARS L 2Y2"X2Y2'iX1/4" WIRE FABRIC OR EQUIVALENT AREA 8.1 L -VARIABLE -MAX. 20' GALV. SLOPE 0 6" x 6" W5.5 x W5.5 WELDED F 2'-0" 1 21-2" 81, 3�.011 APPROACH • C. SHIFFLETT MONOLITHIC 2" 1 1 BARS F o F, CHECKED BY F 4� C 6 X 0 FOOTING - GALVANIZED M' WARPED SECTION D -D - - - - - - > = BARS E SURFACE 2 a 61, C -C WELD 11-9.1 0 C. KOTARSKI BEFORE D + 8" + 2X BARS B-1 GALV.-,, 3" DIAMETER B # SCALE WEEP HOLE 0 6" C- GALV. WELD ALL FB_ -_2I SEE NOTE 8 MC6X12 X2" X 4-1 NIA DOGHOUSE WITH FOOTINGSTUD SHEAR SECTION C -C CONNECTOR NOTES: FRONT ELEVATION ADECREASE TO 1" TO COLLAR. WHEN INLET IS USED SECTION E -E 1. DI -2A DI -28 WITH MEDIANS. It GENERAL NOTES FOR A110111014 INFORM ION ON WEEP HOLES, STEP REQUIREMENTS, DONOTPOLLUre URAINS TQWArERWAYs) 13,56 "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT C NYLOPLAT- I e DUCTILE RON AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE 361, BRICK CONCRETE CONCRETE FEET THOUSANDS CU.YARDS CU. YARDS 4 0.5 0,785 1.4,37 5 0.7 0,785---- 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 1 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0U970 - 3.455 12 2.2 0,970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1,173 6.032 Lt2ffM� 0,45 - 1 0.582 OBTAIN TRUE QUANTITIES, #68#78 OR l'if 2 p" (:,) 0) 1-4 w w w w L! #6 � 6" WIDTH SETTLEMENT. IN LIEU OF DOWELS C:) CN A 2"X4" NOTCH MAY BE PROVIDED. !i: i C4 ul 2. A BASE THICKNESS OF 9" WAS USED IN (L CL la� EL ZMEM I SEE STANDARD T -DI -3, 4 FOR (D uj COMPUTING CONCRETE QUANTITIES. z z z, ;, b'.' /COLLAR 3" DIAMETER ALTERNATE DESIGN, I- (u m ry ��! 0 WEEP HOLE ±:� q- u 3.11NCREMENTS TO BE ADDED FOR EACH m SEE NOTE to 8. 3" DIAMETER WEEP HOLE WITH 12"X12" 3�: o x Lo ADDITIONAL FOOT OF DEPTH. ;; z- 9 z HHE j PLASTIC HARDWARE CLOTH 1/4" MESH Lu 12" 04 OR GALVANIZED STEEL WIRE, MINIMUM ai 4. MATERIALS MAY BE BRICK, CONCRETE OR 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH < APPROVED CONCRETE MANHOLE 0 c� In LOCK. 2 T � 6' . HARDWARE CLOTH ANCHORED FIRMLY u) 04 (N C-4 j;, HMMMM - TO THE OUTSIDE OF THE STRUCTURE. > 0 5. IF BLOCKS ARE USED THE MINIMUM m < Ln THICKNESS OF SAME IS TO BE 511. 9. CAST IN PLACE CONCRETE IS TO BE W OTHER THICKNESSES ARE TO CONFORM = Ln I I 1> CLASS A3 (3000 PSI). PRECAST 0 m TO WALL THICKNESS SHOWN FOR CONCRETE IS TO BE 4000 PSI. r1j > CONCRETE. V) uj -A t.] L _j 1 10. MY ALTERNATE METHODS OF ANCHORAGE SEE DETA T7 MEETING THE APPROVAL OF THE ENGINEER 6.ALL CONCRETE TO BE CLASS A3. SECTION A 8 77 �1 I CONCRETE QUANTITIES FOR MIN. DEPTH 4" MAY BE SUBSTITUTED FOR THE CAST IRON 00 _j LUGS AS SHOWN HEREON. C) w 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT `LD INVENT I TO BE SHAPED IN 12" CONCRETE PIPE -1.440 CU. YD, CONCRETE ACCORDANCE WITH STANDARD IS -1. 15" CONCRETE PIPE - 1,525 CU, YD, CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1,620 CU. YD. CONCRETE tio" 1)A" GRATE 363 ± 18 LBS LETTERING IS REQUIRED ON ALL DI -1 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,8117 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY SHAPING IS TO BE INCLUDED IN THE BID SECTION C -C SECTION D -D VARY BY MANUFACTURER. PRICE FOR THE STRUCTURE. ADD 0.469 CU, YD, PER ui ADDITIONAL FOOT OF DEPTH. GRATE DETAIL I A - I-— TECHNICAL INFORMATION SHOWN HEREIN 1011, 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISEDBY NMH FROJECTNO.INAME www.nylopl�ast-us.com SPECIFICATION 0 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REFERENCE XV00T N.VMT SPECIFICATION ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 r -m REFERENCE (D N-12 HP, & PVC SEWER. ARTICLE HFREFROM, FOR THE DISCLOSURE TO OTHERS 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 1 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET OF 5 SHEET 1 OF I REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) 101 233 0 � I ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001-110-012, PERMISSION FROM NYLOPLAST. 112CI3 NYLOPLASTDWG SIZE A SCALE 1:20 SHEET I OF 1 I No. 7001-110-189 REV E 106.01ID4.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 B-1. 8-2 DI -2A, 28, 2CCI EXISTING OR PROPOSED LIJ 1299CGP SIDEWALK. SEE NOTE 15 GALV. L2!/, "X21/, "XI/ am -E > LU WEEP HOLE (AS REQ'D.) /-STEPS (AS REQ'D,) EXPANSION JOINT /-BACK OF SIDEWALK EXPANSION JOINT 3'-W, W-8" LONG ' ' rw WEEP HOLE (AS REQ'D.) - M GALV, MC6XI2 N-2" Bit, 2' 2 m < APPROX. DRAIN AREA= 50M SQ IN BARS A-1 u APPROX. WEIGHT WITH FRAME 35,04 LES BARS A-1 a F-3mo- C 5" C -C i 0 1G" C -C D_ < 2! 00 (A -A BARS B - 9-0 - 0 Ls, LAj to .-j EI -DED La 0 V) a 101, C -C W Ur) DATE 7 JOINTS Ld ft_ 7F� TYPICAL > > 0(,0 BARS C N cl� 1214117 0 81, C -C I -9Y2' -'f 12" 1 9Y2" I woo uj STEPS (AS REQ'D.) > FACE OF CURB NEEMEN FLOW LL BARS A >_ DRAWN BY J2���Jl �j CRACK CONTROL JOINT—> ALTERNATE JOINT a 101, C -C HINGED GRATE 21-01. Bit 2'-2" FOR EASY ACCESS DETAIL 1- 3' 18 10- c SECTION B -B COLLAR A. ALLISON 1XI >- IN. 6' MIN. f D X1 6 X L 10'MAX. 1' 4 2'-0" Z -Pi "[-i" XPLAN VIEW V-4"_ DESIGNED BY 156 :mw A ............. ............ 81 BARS L 2Y2"X2Y2'iX1/4" WIRE FABRIC OR EQUIVALENT AREA 8.1 L -VARIABLE -MAX. 20' GALV. SLOPE 0 6" x 6" W5.5 x W5.5 WELDED F 2'-0" 1 21-2" 81, 3�.011 APPROACH • C. SHIFFLETT MONOLITHIC 2" 1 1 BARS F o F, CHECKED BY F 4� C 6 X 0 FOOTING - GALVANIZED M' WARPED SECTION D -D - - - - - - > = BARS E SURFACE 2 a 61, C -C WELD 11-9.1 0 C. KOTARSKI BEFORE D + 8" + 2X BARS B-1 GALV.-,, 3" DIAMETER B # SCALE WEEP HOLE 0 6" C- GALV. WELD ALL FB_ -_2I SEE NOTE 8 MC6X12 X2" X 4-1 NIA DOGHOUSE WITH FOOTINGSTUD SHEAR SECTION C -C CONNECTOR NOTES: FRONT ELEVATION ADECREASE TO 1" TO COLLAR. WHEN INLET IS USED SECTION E -E 1. DI -2A DI -28 WITH MEDIANS. It GENERAL NOTES FOR A110111014 INFORM ION ON WEEP HOLES, STEP REQUIREMENTS, DONOTPOLLUre URAINS TQWArERWAYs) 13,56 "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT C NYLOPLAT- I e DUCTILE RON AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. L WARPED GUTTER L BARS A-1 APPROACH GUTTER is I e-WEEPHOLE 5n X W, 4" FLOW BARS A-1 SEE NOTE 8 BENT ELATES L 21 X21 X11/4" GAL�IAINIIAI w it - ;7 BARS C -C z --SLOPE OF BARS A- a 10" C_ to APPROACH C a: z BEAR RFACE CL U'SE ON GRADES (L BARS B 74 CT rvl .38 13.38 6. "D" IS NOMINAL DIAMETER. U�"j � 10'. C -C-;,, STf9 2 AIRS CCDEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED DI -2C L 81, C -C ONN 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, BARS F ItE -0" MAXIMUM. OWED TO_ANG1 THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING TO 4' a 2'C C OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND 1 TYPE A TYPE B DIMENSIONS ARE FOR REFERENCE ONLY ONE PIPE EXITING STRUCTURE) _J SURFACE 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. L --STEPS ACTUAL DIMENSIONS MAY VARY OW mow SEE NOTE 5 NOSE DETAILS > DIMENSIONS ARE IN INCHES 2'-3' - TYPE A NOSE DETAIL SHALL la, BE USED WITH CG -7 STANDARD. GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE TYPE 8 NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OR POSSESSION OF THIS PRINT DOES NOT CONFER, DUCTILE IRON FOR USE IN SAGS PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DATE 3-3-06 PHN (770) 932-2443 SECTION A -A OF 68*30'AND IS TO BE ANCHORED WITH X"0'- STUD (u DISABILITY St ?E AT 2 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO SENT PLA C -C. in SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN Nylolla ui 0 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EEC PROJECT NOJNAME www�nyloplast-us.com \VMT SPECIFICATION 2 - REPRODUCTION OF THIS PRINT OR ANY INFORMATION XVDOT SPECIFICATION TITLE STANDARD PRECAST BASE UNITS STANDARD CURB DROP INLET JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-13-10 ROAD AND BRIDGE STANDARDS r -m 111 REFERENCE ROAD AND BRIDGE STANDARDS I m REFERENCE LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ART CLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN PEDESTRIAN GRATE ASSEMBLY I 7001-110-034 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENVIRGINIA 1:8 SHEET 1OF1 DWG NO. 7001-110-202 REV C SHEET 1 OF REVISION DATE VIRGINIA DEPARTMENT OF TRMSPORTATION 105 SHEET 1 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 f PERMISSION FROM NYLOPLAST. "WWO NYLOPLAST DWG SIZE A 103.11 302 104.0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 01-3A, 38, 3C NYLOPLAST 24" DIRAIN BASIN: 2824AG EXPANSION KEYED 0 U) a') X FOR DETAILS OF INLET JOINT CONST, BARS 5, EXPANSION JOINT FRAME & COVER -2� JOINT GUTTER 0 SEE STANDARD 10 /-BACK OF SIDEWALK APPROACH 2499CGC r APPROX. WEIGHT WITH FRAME 138,00 LBS BARS G 4' 4' :9 G WARPED < co GUTTER m (1, 2) INTEGRATED DUCTILE IRON w UJ > BARS 0 FRAME & GRATE TO MATCH BASIN O.D. 2 6"6"6" BAR I SUBBASE B 0 uj C_�� > UJ I t-��ARS F BARS O� i- -- - - - HARDWARE m a- 0 z * CLOTH 18" MIN WIDTH GUIDELINE I I I I I I I I I I I I I I I I I I I z CN m .. I BARS F-/ CL P, 18" . . . . . . . . . . . . . . . z W + WEEP HOLE, uj -1-1-1-14 1 -1 -1 a _�Iw 0 SEE NOTE 8 0 magg V) Lo u r x 1.50 w LuZ 0 _j STEPS,'SEI. < 3: MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE A FACE OF CURB NOTE 5 < 3,04 7BAR F ui II :: BARS D _''CC�RCK11'I'1C1111Tf1nL JOINT GUTTER LLJ DEPTH PER PIPE 2,-o" CRACK CONTROL JOINT (3) VARIABLE INVERT HEIGHTS MANUFACTURER 4`0" PLAN 0 rr) UJ 2 AVAILABLE (ACCORDING TO RECOMMENDATION 6' MIN, SECTION A -A 0. 10'MAX�, 2 (MIN. MANUFACTURING < J PLANS/TAKE OFF) ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR �__,O'MAZ KEYED CONST. REG. SAME AS MIN. SUMP) ANGLES G_UIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE L -VARIABLE MAX, 20' JOINT DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, -6- 2`10" WARPED 'VAR 2'-0" 0 ABLEV-360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 2, 2" GUTTER 0 ACCORDING TO B z >c PLANS SEE DRAWING N0.7001-110-111 FOR NON TRAFFIC INSTALLATION. APPROACH CU GUTTER E =NYLO =LAST 00 m SARS G - if - 7 0 (3) VARIABLE SUMP DEPTH BARS E L,_B "t *3" DIAMETER co --BARS E ACCORDING TO PLANS U) (I" MIN. BASED ON WEEP HOLE FRONT ELEVATION z .18" 1`8all- BARS B z BARS F 0 (4) VARIOUS TYPES OF INLET OUTLET ADAPTERS AVAILABLE: MANUFACTURING REQ.) (GUTTER REMOVED) I , '3-0- , 1 2 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 4" MIN +1 11/4 1 1 uj SECTION B -B ADS/HANCOR SINGLE WALL), N-12 HIP, PVC SEWER (EX: SDR 35), T 5XI/4" BENT PLATE PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED RIBBED PVC 0 C14 <0- - a) V4 Vin!o, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & 00-7 STANDARDS, L2Y2"X2V2"Xl/4" 2 i,iI GALVANIZED 0 WATERTIGHTJOINT/ � TYPE 6 NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A a) CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. TYPE B V2, X 4" STUD SHEAR CONNECTOR WELDED (CORRUGATED HOPE SHOWN) GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68* 30' in BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE TO ANGLE IRON AT 2'C -C. 0 CONNECTORS AND IS TO BE ANCHORED WITH `/2" X 4" STUD SHEAR PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 024.75 WELDED TO BENT PLATE AT NOSE DETAILS x 028.50 2'C -C, W 2" DI -3A L -36 L 3C L APPR.PAVEMENT Of I OF- �-7 ARPFDPAVFMFNT DIMENSIONS D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM 361, 4" 61, 18., 21" 48" V, 6" 24" 27" 601, 511 8" 36" 42" 72" 5" 48" 54"' 84" 7" 8" 1 601, 1 JAI FLOW OLID COVER MEETS H-20 2499CGC 7001-110_21s DOME N/A 2499CGD 7001-110-219 FLOW DROP INGRATE LIGHT DUTY 7001-110-075 L WARPED GUTTER L BARS A-1 APPROACH GUTTER is I e-WEEPHOLE 5n X W, 4" FLOW BARS A-1 SEE NOTE 8 BENT ELATES L 21 X21 X11/4" GAL�IAINIIAI w it - ;7 BARS C -C z --SLOPE OF BARS A- a 10" C_ to APPROACH C a: z BEAR RFACE CL U'SE ON GRADES (L BARS B 74 CT rvl .38 13.38 6. "D" IS NOMINAL DIAMETER. U�"j � 10'. C -C-;,, STf9 2 AIRS CCDEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED DI -2C L 81, C -C ONN 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, BARS F ItE -0" MAXIMUM. OWED TO_ANG1 THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING TO 4' a 2'C C OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND 1 TYPE A TYPE B DIMENSIONS ARE FOR REFERENCE ONLY ONE PIPE EXITING STRUCTURE) _J SURFACE 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. L --STEPS ACTUAL DIMENSIONS MAY VARY OW mow SEE NOTE 5 NOSE DETAILS > DIMENSIONS ARE IN INCHES 2'-3' - TYPE A NOSE DETAIL SHALL la, BE USED WITH CG -7 STANDARD. GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE TYPE 8 NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OR POSSESSION OF THIS PRINT DOES NOT CONFER, DUCTILE IRON FOR USE IN SAGS PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT DATE 3-3-06 PHN (770) 932-2443 SECTION A -A OF 68*30'AND IS TO BE ANCHORED WITH X"0'- STUD (u DISABILITY St ?E AT 2 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO SENT PLA C -C. in SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN Nylolla ui 0 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EEC PROJECT NOJNAME www�nyloplast-us.com \VMT SPECIFICATION 2 - REPRODUCTION OF THIS PRINT OR ANY INFORMATION XVDOT SPECIFICATION TITLE STANDARD PRECAST BASE UNITS STANDARD CURB DROP INLET JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3-13-10 ROAD AND BRIDGE STANDARDS r -m 111 REFERENCE ROAD AND BRIDGE STANDARDS I m REFERENCE LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ART CLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN PEDESTRIAN GRATE ASSEMBLY I 7001-110-034 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENVIRGINIA 1:8 SHEET 1OF1 DWG NO. 7001-110-202 REV C SHEET 1 OF REVISION DATE VIRGINIA DEPARTMENT OF TRMSPORTATION 105 SHEET 1 REVISION DATE 1211 - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 f PERMISSION FROM NYLOPLAST. "WWO NYLOPLAST DWG SIZE A 103.11 302 104.0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 01-3A, 38, 3C NYLOPLAST 24" DIRAIN BASIN: 2824AG EXPANSION KEYED 0 U) a') X FOR DETAILS OF INLET JOINT CONST, BARS 5, EXPANSION JOINT FRAME & COVER -2� JOINT GUTTER 0 SEE STANDARD 10 /-BACK OF SIDEWALK APPROACH 2499CGC r APPROX. WEIGHT WITH FRAME 138,00 LBS BARS G 4' 4' :9 G WARPED < co GUTTER m (1, 2) INTEGRATED DUCTILE IRON w UJ > BARS 0 FRAME & GRATE TO MATCH BASIN O.D. 2 6"6"6" BAR I SUBBASE B 0 uj C_�� > UJ I t-��ARS F BARS O� i- -- - - - HARDWARE m a- 0 z * CLOTH 18" MIN WIDTH GUIDELINE I I I I I I I I I I I I I I I I I I I z CN m .. I BARS F-/ CL P, 18" . . . . . . . . . . . . . . . z W + WEEP HOLE, uj -1-1-1-14 1 -1 -1 a _�Iw 0 SEE NOTE 8 0 magg V) Lo u r x 1.50 w LuZ 0 _j STEPS,'SEI. < 3: MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE A FACE OF CURB NOTE 5 < 3,04 7BAR F ui II :: BARS D _''CC�RCK11'I'1C1111Tf1nL JOINT GUTTER LLJ DEPTH PER PIPE 2,-o" CRACK CONTROL JOINT (3) VARIABLE INVERT HEIGHTS MANUFACTURER 4`0" PLAN 0 rr) UJ 2 AVAILABLE (ACCORDING TO RECOMMENDATION 6' MIN, SECTION A -A 0. 10'MAX�, 2 (MIN. MANUFACTURING < J PLANS/TAKE OFF) ADAPTER TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR �__,O'MAZ KEYED CONST. REG. SAME AS MIN. SUMP) ANGLES G_UIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE L -VARIABLE MAX, 20' JOINT DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, -6- 2`10" WARPED 'VAR 2'-0" 0 ABLEV-360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 2, 2" GUTTER 0 ACCORDING TO B z >c PLANS SEE DRAWING N0.7001-110-111 FOR NON TRAFFIC INSTALLATION. APPROACH CU GUTTER E =NYLO =LAST 00 m SARS G - if - 7 0 (3) VARIABLE SUMP DEPTH BARS E L,_B "t *3" DIAMETER co --BARS E ACCORDING TO PLANS U) (I" MIN. BASED ON WEEP HOLE FRONT ELEVATION z .18" 1`8all- BARS B z BARS F 0 (4) VARIOUS TYPES OF INLET OUTLET ADAPTERS AVAILABLE: MANUFACTURING REQ.) (GUTTER REMOVED) I , '3-0- , 1 2 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 4" MIN +1 11/4 1 1 uj SECTION B -B ADS/HANCOR SINGLE WALL), N-12 HIP, PVC SEWER (EX: SDR 35), T 5XI/4" BENT PLATE PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED RIBBED PVC 0 C14 <0- - a) V4 Vin!o, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & 00-7 STANDARDS, L2Y2"X2V2"Xl/4" 2 i,iI GALVANIZED 0 WATERTIGHTJOINT/ � TYPE 6 NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. TYPE A a) CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. TYPE B V2, X 4" STUD SHEAR CONNECTOR WELDED (CORRUGATED HOPE SHOWN) GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68* 30' in BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE TO ANGLE IRON AT 2'C -C. 0 CONNECTORS AND IS TO BE ANCHORED WITH `/2" X 4" STUD SHEAR PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 024.75 WELDED TO BENT PLATE AT NOSE DETAILS x 028.50 2'C -C, W 2" DI -3A L -36 L 3C L APPR.PAVEMENT Of I OF- �-7 ARPFDPAVFMFNT _0 I - GRATESISOLID COVER SHALL BE DUCTILE [RON PERASTM A536 GRADE 713�50-05. DETAIL WHEN USE D m 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN EBC MATERIAL 3130 VERONA AVE DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE L- I L_ I �'_ 13 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY FOR USE ON GRADESADJACENT TO CURB NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 FOR USE IN SAGS JOB NO. 0 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-0346 PHN (770) 932-2443 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-8-06 DUCTILE IRON PHN (770) 932-2443 WITHOUT GUTTER SEE DRAWING N0.7001.194-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR StFAX (770) 932-2490 BOTH SIDES TO BE SYMMETRICAL 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN Nylolia GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR StFAX (770) 932-2490 REVISED BY NMH PROJECT NO./NAME www.nyloplast-us.com Ny1'oj1a 37032 ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), N REPRODUCTION OF THIS PRINT OR ANY INFORMATION QUALITY; MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY EBC PROJECTNO.MAME www.nyloplast-us.com XVDOT CU -12 HP TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION SPECIFICATION Y) & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 014-16 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY TITLE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE IZ 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360', TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. DATE 3-13-10 m IS FORBIDDEN, EXC SHEET I OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' 233 a) ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. EPT BY SPECIFIC WRITTEN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN SOLID COVER ASSEMBLY - TYPE B SHEET NO. PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFICWRITTEN I t2GIJ NYLOPLAST 1:40 SHEET 1OF1 DWG NO. 7001-110-192 REV E PERMISSION FROM NYLOPLAST. F020 10 NYLOPMT DWG SIZE ATSCALE 1:10 SHEET I OF 1 DWG NO. 7001-110-218 REV C 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 C1.4 U) (D 5 0 0 0 0 c: 2 u 2 0 0 GRATE OPTIONS -LOAD RATING I PART# DRAWING#i -PEDESTRIAN kE_ET_S_R-T0:j_24_996�;P 7 -1 z a :5 0 70 STANDARD MEETS H-20 2499COS 7001-110-217 JAI FLOW OLID COVER MEETS H-20 2499CGC 7001-110_21s DOME N/A 2499CGD 7001-110-219 FLOW DROP INGRATE LIGHT DUTY 7001-110-075 _0 I - GRATESISOLID COVER SHALL BE DUCTILE [RON PERASTM A536 GRADE 713�50-05. DETAIL WHEN USE D m 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN EBC MATERIAL 3130 VERONA AVE DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE L- I L_ I �'_ 13 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY FOR USE ON GRADESADJACENT TO CURB NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 FOR USE IN SAGS JOB NO. 0 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-0346 PHN (770) 932-2443 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-8-06 DUCTILE IRON PHN (770) 932-2443 WITHOUT GUTTER SEE DRAWING N0.7001.194-065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR StFAX (770) 932-2490 BOTH SIDES TO BE SYMMETRICAL 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN Nylolia GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR StFAX (770) 932-2490 REVISED BY NMH PROJECT NO./NAME www.nyloplast-us.com Ny1'oj1a 37032 ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR DUAL WALL), N REPRODUCTION OF THIS PRINT OR ANY INFORMATION QUALITY; MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY EBC PROJECTNO.MAME www.nyloplast-us.com XVDOT CU -12 HP TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION SPECIFICATION Y) & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 014-16 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY TITLE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE IZ 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360', TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. DATE 3-13-10 m IS FORBIDDEN, EXC SHEET I OF 2 REVISION DATE 12" - 30" PIPE. MAXIMUM DEPTH (H) - 8' 233 a) ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. EPT BY SPECIFIC WRITTEN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN SOLID COVER ASSEMBLY - TYPE B SHEET NO. PERMISSION FROM NYLOPLAST. DWG SIZE A SCALE 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFICWRITTEN I t2GIJ NYLOPLAST 1:40 SHEET 1OF1 DWG NO. 7001-110-192 REV E PERMISSION FROM NYLOPLAST. 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REMOYE GRAVEIL ROAD� IWA 0 IREMO E REMOVE IRE 1p ,,�,IITOP= HYDRANT)AND SI N "j I U 521 REMOVE C) I0 0 0 PIV MONITORING 0 0 WELL 0 I0 PROTECT EXIST. 0 M-EfAL BUIlLDI4G S GN,� 0 0 0 0, 9, REMOVE -TREE PAAPIDATED 0 _S RjEe0VE,' *A EMOVE 0 0 4 , . - I BUII:DING- il I , , I / , 0 18" / I f"'; -11 1, -, . Q ; 0 C. 0 01 I0 &A 4 7EC IPIPE/ [)�C Lu IIIIc REMOVE 0 ASPHALT I 7/— .. .. .. --- - - _- III,4 IREM V I00 GRAVE ry 0 I0 0 -OAD I0 0 z 01 BL BL IIN R P 0 0 SCALE V=40' REAAOVEJ�), 0, C) 50ILLARIDS, 6 IW/CHAIN 4'0' �0, 0 /0 L E 0 U 0 E E uj W LU w U cu L -L cl U. 0 Lu _j U 00 J _ui Lu 0� Q c) m CL (D r14 V) r14 U uj w (n LL (n ZD 0 r,4 Ln C) uj ID � --- 0 0 uj a: u 0 U) Z) 0 0 :I ml� z 0 CL u Lf) Lu 0 LLJ cl� DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' b a) 0 2! uj 0 CL Z) 0 Z < LJJ > < > 0— cu uj z 0 C) u 0 G5 ry LLJ < Lu 0 70 2 < Lij U) z v i 0 0 F- 70 u) 0 :D () 0- Z 0 C, x LLj 2 0- con (n _,z X c: 2 0 (n 0 1 ct- E -0 , = 0 co 0 a) -0 JOB NO. 0 w cu -0 2 37032 5__ cu 0 SHEET NO. (n Lu C2. I a) EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE REDEVELOPMENT OF THE EXISTING WOOLEN MILLS BUILDING, CONSTRUCTION OF ASSOCIATED PARKING, UTILITIES AND STORMWATER MEASURES. LIMITS OF CLEARING AND GRADING ARE 7.05 ACRES. ADJACENT PROPERTY THESE IMPROVEMENTS ARE BEING MADE WITHIN THE PROPERTY BOUNDARY. THE PROPERTY IS BOUNDED BY THE WASTE WATER TREATMENT PLANT TO THE WEST, MOORES CREEK TO THE SOUTH AND SINGLE FAMILY RESIDENTIAL PROPERTIES TO THE NORTH AND EAST. EXISTING SITE CONDITIONS THE SITE IS LOCATED WITHIN THE EXISTING WOOLEN MILL BUILDING PROPERTY, ADJACENT TO THE RIVANNA RIVER AND MOORES CREEK. THIS SITE CONSISTS OF TWO SEPARATE BUILDINGS, ACCESS ROADS ONTO BROADWAY ST & E MARKET STREET. THE RAILWAY AND ASSOCIATED BRIDGE CROSS THE EASTERN SIDE OF THE SITE. THE MAJORITY OF THIS SITE CONSISTS OF OVERGROWN WOODED VEGETATION AROUND THE PAVED SURFACES, OFF-SITE AREAS NO WORK WILL BE CONDUCTED OFF-SITE. CRITICAL EROSION AREAS NO CRITICAL EROSION AREA EXIST. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS UNDERGROUND PIPES WILL BE USED TO CONVEY STORMWATER ONSITE. THIS SITE PLAN IS PART OF AN OVERALL DEVELOPMENT PLAN WHICH WILL UTILIZE A REGIONAL BMP TO TREAT STORMWATER RUNOFF FOR QUALITY AND QUANTITY. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN ACCORDANCE WITH VESCH AND THE CONSTRUCTION SEQUENCE, INCLUDING THE INSPECTION OF ALL MEASURES AFTER ALL RAIN EVENTS. STRUCTURAL PRACTICES: 1. TEMIPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. SILT FENCE BARRIER - 3.05 SILT FENCE SEDIMENT BARRIERS SHAL L BE INSTALLED DOWNSLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT -LADEN RUNOFF FROM SHEET FLOW AS INDICATED. ITS PURPOSE IS TO INTERCEPT SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS AND PREVENT SEDIMENT FROM LEAVING THE SITE. 3. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTIERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 4. DIVERSION DIKE - 3.09 A TEMPORARY RIDGE OF COMPACTED SOIL TO DIVERT WATER FROM A CERTAIN AREA. 5. SEDIMENT TRAP - 3.13 A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWATER RELEASE TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF SEDIMENT TO SETTLE OUT. 6. MAINTENANCE OF SEDIMENT TRAP - INSPECT TRAP EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. ADDITIONALLY THE, TRAP SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 7. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS, SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. 4. SOIL STABILIZATION BLANKETS & MATTING - 3.36 A PROTECTIVE COVERING BLANKET OR SOIL STABILIZATION MAT SHALL BE INSTALLED ON PREPARED PLANTING AREAS OF CHANNELS TO PROTECT AND PROMOTE VEGETATION ESTABLISHMENT AND REINFORCE ESTABLISHED TURF. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SEQUENCE OF INSTALLATION PHASE I (SEE SHEET C3.1) 1. A PRE -CONSTRUCTION MEETING IS REQUIRED WITH ALBEMARLE COUNTY E&S INSPECTOR, CONTRACTOR, OWNER, AND ENGINEER. THIS MEETING SHALL TAKE PLACE ON-SITE. CLEARING LIMITS MUST BE FLAGGED PRIOR TO THE MEETING WITH ONE (1) WEEK OF NOTICE. 2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, SUPER SILT FENCE, CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM PIPES. 3. INSTALL DIVERSION DIKES & INLET PROTECTION. 4. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 5. ROUGH GRADE PROJECT AREA. 6. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE Il[ (SEE SHEET C3.2) 1. INSTALL ADDITIONAL INLET PROTECTION WHERE SHOWN ON THE PHASE II EROSION AND SEDIMENT CONTROL PLAN AS THE STORM SYSTEM IS CONSTRUCTED AND BECOMES OPERATIONAL. 2. FINE; GRADE PROJECT AREA. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 3. ALL STORMWATER PIPING & STRUCTURES SHALL BE INSPECTED FOR SILT/SEDIMENT. IF PRESENT, SILT/SEDIMENT SHALL BE CLEANED OUT FOR THE SYSTEM TO THE SATISFACTION OF THE E&S INSIPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSIPECTOR REMOVE, REMOVE THE SEDIMENT BASIN. 5. APPLY PERMANENT SOIL STABILIZATION TO THESE AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS ACHIEVED. 6. ONCE CONSTRUCTION IS COMPLETE AND ALL CONTRIBUTING AREAS ARE STABILIZED, EROSION CONTROL MEASURES CAN BE REMOVED UPON APPROVAL FROM THE E&S INSPECTOR. a MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS -1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. SEDIMENT TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT TRAPS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MS -7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS -14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY. D. MATERIAIL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS -17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES, MS -18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATE:R RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN SECTION 19 OF VIRGINIA ADMINISTRATIVE CODE 9VAC25-840-40 MINIMUM STANDARDS,. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES CLUNT * fix. Zsli, 12/4/17 ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS M M g 0 (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY N DRAINED, HYDROLOGIC SOIL GROUP: B EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT j E Lu 58D - MYERSVILLE SILT LOAM, 1S TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, v ¢ HYDROLOGIC SOUL GROUP: B CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. �; E 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, w = ,� ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND u v SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) W ., ui0�; ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING a _j - w LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT, Lu m a ® N � (AN� ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. z °3 0 n Q ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. a `� MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. ¢'in �Ln o rn 4u N SOILS INFORMATION: 0� 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, `° �_ ;VAR]' �ISdeIIY�I�1�eL'IIs ' 13D - CATOCTIN VERY STONY SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 0 23B - DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL M DRAINED, HYDROLOGIC SOIL GROUP: B 0 23C - DAVIDSON CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL F - DRAINED, HYDROLOGIC SOIL GROUP: B ui > Lu 58D - MYERSVILLE SILT LOAM, 1S TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, v ¢ HYDROLOGIC SOUL GROUP: B z 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, _0 HYDROLOGIC SOIL GROUP: B 71C - RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 76 - RIVERVIEW LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: B 0 83 - TOCCOA FINE SANDY LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: A r - a z 0 a cn ui 0 z 0 cin w DATE 1214117 DRAWN BY =011TA DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA Z < U)o 9 N U u 0 a z Ifl Lu z N 02- U) QVJ _ W 0 a 0 o� J Z < o W > /ryA _ z W --) P- 0 Lu2 W J V s 0 as w o m Z Q w 2z c �o o� _ F-� 7 i i c �� a o ® o= z oU) Z U) o� x z �W o� 0� 2'§ o .3 0 CL 0 0_} U C xo N U �o tll U �o E� w_ U @Q U JOB NO. 0 o cn .- N U 37032 U) =U SHEET NO. m o C3.0 .E 3 A PIPE OUTLET CONDITIONS n La 1 0% - SECTION A -A FILTER CLOTH PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL I I IIS d KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER SECTIOr 3do(MIN.) 'IPE OUTLET TO VELL DEFINED :HANNEL l�l�illi Td I"; RECOMMENDED FUR EN I IRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. EOP OUTLET PROTECTION No Scale Sediment Baan design :.. ....,..... __.._. '. ....._ ... •. NIIH, I'M SPILLWAY 2' WITHOUT eft?=5T OFEMERGENCY - SPILLWAY ..... drainage area (acres) 3.94 DESIGN HIGH WATER [ basin volumes: h5 if41�30r.ai . i •��•;� h•••;•.••�tii� %•�•S�i•;i••ii•16131. Ezs_YR, STORY ELEV) elevation (ft) contour area (Sf), volume cy) -0. 320 -- ___ MIN 1,01 __ 11. 222(7 41.1 ..RISERS CREST 322 2663' 0A' DRY. " STORAGE DEY?AIER3NC, 323. 3131 107.3 ; WET ^ sroPaGL 323 25' 3251 29.5 i s ,A F I 324 3524 125.1; - - - 325 4142 .. _._ ...,.... .:.. .. ... ........ .. .. ....._... 269.4, SEDIMENTCLr<ANOLI ` PONT t WET * STORAGE REDUCED TO 34 C,Y./ .ACRE) - Wet storage: 264-01 design high water 627-01 dewatering orifice elevation (ft) 323.3' by of dam (ft) 628.0' Wet storage provided at this elevation (cy) 268.3; top width of dam (ft) 3.0i available Volume before cleanout (cy) (33*DA) 130.0 bottom of basin (ft) 321,& cleanout elevation (ft) 32Z01 apprOx, bottom dimensions: 35'X85 distance from cleanout to. Orifice ft > 1) 1.3; Upstream face slope: 2.1 ;downstream face slope: 3:1 dry storage. dry Storage required (cy) (67*DA) 264.0: baffles: Yes principle spillway crest (ft) 325.0 length of flow, L (ft) 99 dry storage provided at elevation (cy) 394.5 effective width We ( ft ) 33 _ diameter of dewatering Orifice (in) 3.0 L 1 We (baffles required if > 2).. 3 0, diameter of flexible tubing (in) (Orifice+2") 5.0. collars: no runoff: (see Routing in cafe. book) depth of water at Spillway crest (ft) 0` C (Use 0.45 for bare earth) 0.45' slope of Upstream face (Z:1) 0 to (rrr>lrl) 11.51 slope of barrel (Sb) . 0 1 2yr 5:0 Q 2yr, 8.9 `length of barrel in Saturated zone (Ls) 0 125yr 7.5 0 25yr: .. 13.3 number collars required 0, dimension of collars na principle Spillway: available head (ft) 1-0: emergency spillway. yes diameter riser (in) 24bottom ,.. width (ft) 20' diameter trash rack (in) .... 24.. ......... slope'of exist channel (fl:M) 0-054, barrel length (ft) 190 length of exit channet (ft) 80 diameter of barrel (in) 18; crest of Spillway (ft) 326 barrel inv. in elevation (ft) 321: barrel inv. out elevation ft 317' SEDIMENT BASIN No Scale ROCK CHECK DAM No Scale Clti'1���11�1 TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 GRAVEL FILTER 12" RUNOFF WATER TEMPORARY SEEDING PLANT MATERIALS No Scale ' ` t. TABLE 3.32-D I SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA TOTAL LBS. PER ACRE .,;. MINIMUM CARE LAWN SEDIMENT Q. . COMMERCIAL OR RESIDENTIAL 175-200 LBS. CONCRETE KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% GUTTER 12" IMPROVED PERENNIAL RYEGRASS0-5% GRAVEL SHALL BE VDOT 93, #357 OR 5 COARSE AGGREGAT KENTUCKY BLUEGRASS 0-5% GENERAL SLOPE (3:1 OR LESS) SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE KENTUCKY 31 FESCUE 128 LBS. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY CAUSE INCONVENIENCE OR DAMAGE TO ADIJACENT STRUCTURES AND RED TOP GRASS 2 LBS. UNPROTECTED AREAS. SEASONAL NURSE CROP " 20 LBS. 150 LBS, LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) IP KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LES. STORMWATER INLET PROTECTION SEASONAL NURSE CROP * 20 LBS. CROWNVETCH ** 20 LBS. No Scale 150 LBS. TEMPORARY RIGHT -(OF -WAY DIVERSIONS * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: �( FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE CC MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET AG AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE *" SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER TYPICAL GRAVEL STRUCTURE SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 COMPACTED SOIL PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale El El El El 11 El I STANDARD ORANGE VINYL OR ATI CONSTRUCTION 6' FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MINIMUM GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TP NO SCALE 3.38 WD TREE PROTECTION �No!Scale MPORARY RIGHT -OF --WAY DIVERSION No Scale FRAME WOOD SILT FENCE DROP INLET PROTECTION � 2 ACRES OR LESS OF DRAINAGE AREA: 1.5' �r MAX. 6" - - FILTER CLOTH 3 3' (OPTIONAL) t �� MIN. (DOWNSTREAM VIEW) WIRE MESH FILTERED WATER IT CURB INLET E. AT TO ROCK CHECK DAM No Scale 4.5' MIN. DD CWD 3.09 TEMPORARY DIVERSION DIKE No Scale 1. SET THE STAKES, 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE i+�I ALONG THE LINE OF STAKES. 6' FLOW4" 3. 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. Jill FLOW � SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3' FLOW I MAX. A B A POINTS A SHOULD BE HIGHER THAN POINT B. SF DRAINAGEWAY INSTALLATION 3 05 2 (FRONT ELEVATION) N/A SILT FENCE (W/O WIRE SUPPORT) No Scale 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE ARE FENCING TO TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. v I s' WA x _ llt jai J1 III j _IIIIII FLOW II I- -' ���,111-III 3.11-1 I SSF ROP INLET WITH RATE FRAME GATHER EXCESS V V AT CORNERS PERSPECTIVE VIEWS i STAKE"I� FABRIC 1� 11111 1. MIN. DETAIL A ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE 4•' • 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE ARE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. ft _irJlill�ril=. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC SILT FENCE (WITH WIRE SUPPORT) No Scale PERSPECTIVE VIEW TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING PERSPECTIVE VIEW CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. PLASTIC FENCE IP 3.07-1 SAF STORM DRAIN INLET PROTECTION No Scale SILT FENCE CULVERT INLET PROTECTION CIP FLOW * DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT "OPTIONAL STONE COMBINATION **VDOT #3, #357, #5, #56 OR COARSE AGGREGATE TO REPLACI FENCE IN " HORSESHOE " WHEN VELOCITY OF FLOW IS EXPECTED CULVERT INLET PROTECTION No Scale 3.08-1 I CE SAFETY FENCE No Scale PERSPECTIVE VIEW METAL FENCE 70' MIN. ISTING A 5:1 EX 3' PAVEMENT FILTER 6" M A MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. I WASHRACK10, MIN. B (OPTIONAL) -1 - -- --- - 10 12'M N. MIN. VDOT #1 COARSE AGGREGATE B. I POSITIVE M,D' MIN. *MUST EXTEND FULL WIDTH OF 1 DRAINAGE TO LL INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE IL' MIN. 3" MIN. 3 MIN. FILTER CLOTH SECTION A -A 6-7" REINFORCED CONCRETE DRAIN SPACE STONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT f T y E cn E N O N � E E LU _ = 4-+ Z Q N LL LU LU LU < U m LU •� - Ln a>orl (D UJ N d 3: X LL U) v N > Q Lri C 0 N V) CIO _j vi Z O Z Z a Z 0 W > u.I z U < z 0 U) > 0 z O CL ;r U U) W D z O H > w DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA z U) o J � J � ro �g� U 7 N O CU W Q�� o ffQ vJn a c SIJ m 0 O O J z0 �. j > a m Z � 0=_ U z o ILLI '' W O Q � LV O m z -0 o Q LL1 W z Z (D O _ o � c i o W c - U) C: 0 � ..2 Zz� Q oa W Q X z~ J O 0 2 ♦+ gry 3 m N U C W a) O N U s L �5 N 0 w o m E�d U N O - a � v � m •U � JOB NO. m y o ._ C U 37032 0 SHEET NO. Q o C3. 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I POSITIVE M,D' MIN. *MUST EXTEND FULL WIDTH OF 1 DRAINAGE TO LL INGRESS AND EGRESS OPERATION SEDIMENT TRAPPING DEVICE IL' MIN. 3" MIN. 3 MIN. FILTER CLOTH SECTION A -A 6-7" REINFORCED CONCRETE DRAIN SPACE STONE CONSTRUCTION ENTRANCE No Scale EXISTING PAVEMENT f T y E cn E N O N � E E LU _ = 4-+ Z Q N LL LU LU LU < U m LU •� - Ln a>orl (D UJ N d 3: X LL U) v N > Q Lri C 0 N V) CIO _j vi Z O Z Z a Z 0 W > u.I z U < z 0 U) > 0 z O CL ;r U U) W D z O H > w DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA z U) o J � J � ro �g� U 7 N O CU W Q�� o ffQ vJn a c SIJ m 0 O O J z0 �. j > a m Z � 0=_ U z o ILLI '' W O Q � LV O m z -0 o Q LL1 W z Z (D O _ o � c i o W c - U) C: 0 � ..2 Zz� Q oa W Q X z~ J O 0 2 ♦+ gry 3 m N U C W a) O N U s L �5 N 0 w o m E�d U N O - a � v � m •U � JOB NO. m y o ._ C U 37032 0 SHEET NO. Q o C3. 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KOTARSKI SCALE 1"=40' • • JOB NO. 37032 SHEET NO C4, 0 N � U a0 a � 0 0 �U) Z n0 22�i O 2i ;> I— m o E� a � v m U) O U D c Y D w Z v D m > a X Q v oLT. C 0 v Q� o ,§ n � v c v @ a U) U � N O O U Y i cu O U1 U C � N E U ro O - a � a v 5 Q U O C, N .o ro U � L ca ro oc N O r- U O PY L SIGN f DUMPSTER SAN17ARY V tv, R124 RETAINING WALL LES, 24'RWSA PERMANENT ACCESS EASEMENT R25' 93ML I WMARN ME 1W 20'ACSA WATERLINE EASEMENT I W, �AVAMTA 12' 2' 8— 0 6' 12' '(TYP.) A: \T a. 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BLDG) 100 -YR FLOODPLAIN `ff ` R "d � R E \ IT HA D IL RETAINING WALL (3) REMOVABLE BOLLARDS (3) REMOVABLE BOLLARDS f' _ 4, z,� x EW -1 E / N N2 / G E 1 A E TE 10 / PRECAST CONC. 91 WHEEL STOP (TYP.) L 3e.a 18' / r f� , A"y b d + i m E 1� r (% 1� N 1~ W E W 1= ui co Iw 1 Q N 1 U. {o 1' of u Zr. Z a Lu H / ULu f IW Z 3: o rylo Lu IW Z O i ,> I'y Ln U) ENTRY LOBBY , E Nt Olr C4.1 F/, T e C4.3 f t` 8" PVC { pp t - 3 t xY C4.2 SEWER d / \ F � MANHOLE Al I ;x f a .'r... iAi $a at3 .f'd" ,..t j ., 3 3 i RNA �at..3ru :^„ LEGEND: '" z ,,^..x. �J •.J'.,d. n Z.,,✓ z d al .... LANDSCAPE FEATURE (SEE LANDSCAPE PLAN) PROPOSE HARDSCAPE (SEE LANDSCAPE PLAN) x ...............q -..a; k ' '- � �° x CONCRETE SIDEWALK \ r ,,p `'``- HEAVY DUTY CONCRETE ." -',..,...,.•; E�~y. `, .,.«a.. ,I"i` ,M{ .•/`` !� 1"", SEMEN"'F y b rr, atk'`x. , :>`%.s._rc ., HEAVY DUTY ASPHALT i' 2 vfx d n r>l e , r ..., Sj i/ ! '" F LIGHT DUTY ASPHALT d ta ALTERNATIVE PAVING SYSTEM F/771FnR PnnpR(,Gnir.v nr.r.Fqq j.✓ ADA PARKING SINS oar 'n 1 1 1 1 m HARDSCAPE (SEE LANDSCAPE PLANS) APARTMENTS (EX. BLDG) t FE 3/ 25 4" FIRE LINE CONNECTION 1 ALTERNATIVE PAVING SYSTEM "GATE FOR FIRE AND VALVE > EMERGENCY .,�, 6"X4" ACCESS ONLY TEE PRIVATE FHA M r ° d d CLEANOUT IVCn .. IS ERS.,........„ p'r aaap,.,�,r3 x," . OFFICE / RETAIL SPACE . �.m.2 -BEND WA;1-ER"1ViETA 1.5�AER d . M d 3 ` 4 L r A GREASE TRAP r a r» 3 2" DOMESTIC WATER q ,`Y (2)45- CONNECTION 2)45CONNECTION - -- r BENDS �Y. „x RESTAURANT L A, :; C,F r 2" PVC 22.5",. B E N D PROPOSED 100 -YR FLOODPLAIN RESTAURANT EXIST. FEMA (EX. BLDG) 100 -YR FLOODPLAIN `ff ` R "d � R E \ IT HA D IL RETAINING WALL (3) REMOVABLE BOLLARDS (3) REMOVABLE BOLLARDS f' _ 4, z,� x EW -1 E / N N2 / G E 1 A E TE 10 / PRECAST CONC. 91 WHEEL STOP (TYP.) L 3e.a 18' / r f� , A"y b d + i m E (% N E E ui � U ai � Q N 1 U. C)U. Lh of -oU Z a Lu H ULu a I- v 3: o U) Lu to 2 N %.0 Z O i ,> Ln U) o C71 N W N � M a� co -i U) 7) Q Z O L_ r W > w w = Q U o z O DATE 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=20' H JOB NO. 37032 SHEET NO. C4.3 I � R Av f 3' 9$ i' a .. i. Yg%aAaykvya y„ u:y�,+(' ✓r' �3if P1#F.„1.,'et:;,,✓.r,,..,k:d'Rx 12/4117, 'L 1X R O0�3`"8 'gy„ay t "-, #' (Y) L O L � o f C.J 1 LU- W > 41" 1 " W ^.. r,. 41 r+ 0ri r, r:at fu W 1 O v e o- LL. LU _ yt W a = o N z N O < H H > w uiN r' f i + i a < y L.L a , .�... y N,. , , co ". d � , " , >' ^ r w f ui f LU , r " ft -ft r uj a r ° , _ ._ .8 DATE 1214117 > a / ./ -.. ...._ ��.,.,., .....,. J ,«„".., ,.,,,,.,.„ .,,_ _,.,. n �`� �• �;»,2.. �,/"` r.:,,#?;..,, ,...�,f ; a'.;:.i ..., � �J 4J 1 s 0 ..�.. „ w. r"DRAWN BY 7 A.ALLISON ' r £ , f ,X _ .." DESIGNED BY ^ _ s s 000: s, r v r '"--- C. 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"r st , s ,."_..,"., d Y _.. _ , . 0. / - , m �. 208 { 1 # 3 S M^ 209 ..W--•-. � ,,. _-_ „ �:. d i e i a ,sd , z .4f ,,.^ tt -._"." ., 3" r,_..w.,` ,Ji 's. ' "':\, ..„».... /” # !-Us ^'t <` °'+ , 11 / w r t "ref.” t 2 _ lb d' ''`, % i .",...'""M r;; a x f ; .., r,,"; > ak ° 4 ° i^"1 , /` ^-.. '`.., 'mob ...., a ; `-, ` r' r r i , t 4 .,.,c, r'4 '"# �' \ ^ , Q: 't „-,,,•' r'<r_, i :._., „ 3 z: � ,, d / ;r4, ,x, a -� �,s s ° i - 4 S ,.. .,,T..� ,. „.x Y e { , -.^, .,^" ppas""d" a .:g ,,, "„ ;��" 3. ,..r" ; d' ,". ^.' "," ,a,:Ptrav,, a d ...Y,./<9' ).+ ,-.e C ", \ ai''c,;, 41".. d � } 1�'k f` s„ J v. „ ai \ r' x 210 a I �., . \ �, i ^ #� �. , �� a \ b, �! , : '' "0� , n) . :; 1 c' N v a:-, t .` / Ma T�,a' '. ! L,r, ', �,?w,, i7 ,.:"^„ I t _r df '/ g t :t ex,Jy`'O'f' 3 t OSx. ,n. f^: j . i f !' ' < , Lf,r' ,4y.J ` ` i„? /,,, ` { °ti ' ,o-ia 'b^' { ; .... 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E .� / r' , f ,, u^ I/✓ / r' = _ / / /,'" ea a , / / « a J" 5 XT ,r /. / ' 6 / f '`/l� : –� EXISTING / x'" m t ,/ W, 207 ��<L 3. '� . p tJ .- d ," j I 3 yYf >'.. 5* „rw. ,.,. »-- "ire 'y,,.4 " \ m ", _ / Y ' _, /` , a C /' 4 ; , i i ,,. i / / ` / ,_ __," f , ;,: r \ r CONC. FLOOD WALL. , �, I " < < � � I , / / 24' DEPTHP i, / CLASS 1 RIP `RAP; / , f L O" `W f4' /X / /r f / / / /i .. / — , �T / / /-, I a , d z" 1 . ` '''p.r 3y , "F `_/ , / s I r g` //, �' i / , / F `� / &` / In <',� s: j,p,p' , /' f" € x f �� ,', / , I, .,,i i / / �► r d d °„f% t'� f f` } ^ n t V, / ,� 1 F rr / / _, 401 i' / i r e r` 1 4 A. ALLISON i � E / ja r ✓ 04 — ,. f , ,. E ;f \ N N O "., / , 202 r t aP . , r , ; ”" __. s r " / ` Ww .. ",,. 200 Q LL 4-'' _. ,,, - 24 DE H " PT O „ � _ CLASS 1 R1P RAP <_j000 z ,uj"—� O Q-oN a 0 W i E—+ z w F- F_ `'SD(�xx ......„ ." „., .,,,. U W 04 LL �� 0 U) = c N A. 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WALL 328.73 3 30 _,:_.r _,, ,_-, " l'S 328.92 , m. 47.4 TW 342. 4 ' " :- :`,, 11 45.00 3 0 00 �, , BSS 327.7 r BW 332.00 A 4 ",� e� w" »" " , '`-" °, 328.31 *\ t , 1 TC 8 328.00 x, ;,\ , 2 `" 346.61 , �, " ' M, .,,; n ,� , \ 328.21 w.: ,.,. m a' , / t 346.00 ", mm< __ � s!:. , 328:00, 7, ' Sr - t. SSA 3 r l w>.,. ,, A ` P. _.,.. .. , s . , ma .,„,^r``m' z - / 2 A r '_"+ u,... _-., ,. ',�.. to s ra,,s:a�; ;,afi'"` \� , ,% 326.3 A 3 6,10, A > m / 3 r "t,JSr1 ,., 3 a. A a a P , k I S 32..,1-.. ,.. ,_ ;N'M � � } � �� A" " ~ A_,:, '. _- A , �S26.�8 326.25 _""." , / 'sM>~--^"`" .,..,,,_� . _.,�. " �, .." .»,.. .. ,.._ s �� �._ y .mom^` ^ G 4 ,.,.4•. d d f .. . , \ , , / �X� � t. , a % ,,.. „` ".. _............. .. j...,...y„,£ fav "`M:; ..w^,. .. , 5 < z:"` ` a r A F.' y s a p r' ,jZr 'tr ,. t+ .s .. d -„ ,.,.--."_' 6 't r "TC =. 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"#' , ` ., ( F f __ ; . ,. 01 m E O N O Nc >E W ,, `E J y F U N � }" tj � O Lu0 irr �0=,1 a _j U 00 `- � ; O (� O . z � -- �o (! Q 9c 0 Q � � c = > c °n rn O � �M a� co -j w O _ CD n O = 9- n W W_ /= V Q z O m > _ O • • • t • Z 0 Z O �d LL u U) W 0 z O U) uJ DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C, SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=20" O Z 0 ffi N CL -j N U m a) O z- m w T a) i N 0 Q z 0 n _ L.L o 0 N J {� Q �r� _ > (Ds i N - D C m w = m Q O S c) - � o 911 0 O u.! Q (a 911 � O 90 O In Q N z z °� O J 0� O �� O �1 W o m I 37 d U _ ,� z z(n o2 W �x X F- a) m 6 r - 0 O o Q11 °' ` 7 N -m. U � o O U m � w U c `o m E � 73 C U m O CM �_ 2 -0 �0 �Q U JOB NO. ti o mt U 37032 cuU) o SHH�EET NO. E Uo C5. 5 0 E �s WATER OUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 2.48 ACRES MANAGED TURF = 4.57 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 1.06 POST DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 4.20 ACRES MANAGED TURF = 2.85 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 10.39 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 4.35 LB/YR ON SITE TREATMENT PROPOSED STORMWATER CREDITS PURCHASED = 4.35 LB/YR � I � I , , . 1, I 1, I", ,,,, I , I 11 ? i , , "',\, -I, " " " I I � �', . ,"'A' ,�,11_ I "�,��, , -,I", I" � � , ! " , , , � p "Ill�'l \ "I'' I 11 , k"I I I I ; I" " , I > I I ,4N ,, I i I 1 � I'll 0, _�; 0 1, 11 �1>� � 11 h t I I. , P, ��\, , ., ", � > 0 � , , ` , I , 4 �`•'x' - , - , � ,I 11�11, , I ,-I� V <�,� � 0 , / I I ? , , , , I I , I `� , , " , , , " , " III W., -�,,\ , " � . 0 1'� I", 1 �� \; 11 I "I , 1, I �� �� I I lvl�� Z, It 11 I - , I I , � , � "�, I , -11 I . 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' ,"/ E /° / , /' J" / d, - / f S NRUCTURE �{ f ' / ^ UMBER 11 / N m ' i I f }', / t f ' . , / �' �{ ,f f °� / " /I ` ■ .... ■ DRAINAGE DIVIDE 0 2 11. 11 », ' + f r Ill/ / / , {/ `f ,,,, f/ / , ✓` J� e F°'<° Z 1 I I , ", 011 f ` 1 j 1'i t ¢ ,q% "",, `.✓/ f r,/ - / _,r / , /' a,n / ,e�' „ ' 11 1, , l • 1 f • f 6 ! t r , ,''` ., J AA`` / ff,,r 3:f 1 , " r ✓' e ' "y" '` ,, I ,✓ f / °> / SCALE 1 "=40' I r f r /rte '>11 ; l a f r /'; � / /' / , 0 40 $0' 1 y 11 p' / f i / x ,-' a m E Mo r4r- E I a� •E JJ j ~ V N 3: Q LL H i O 0U. ^ w O cb ,--, a _j U 00 - vi � ; / lull 5-v \N & /40 ........ M nr)MAIAV L M E ca_ 0 = 0 (.) SHEET NO. a 0 O 0 ' E tn :3 Q cy) u; E 0 00 0 Z > E En O e E Lu Lu M 4 LL LL Lu 0 uj m _j U 00 z a.J—Vi uj 0, 0 > cc:)) roj) F- (D Lu CL N :3 x 0 < u ul cC Lu U-) 4,0 U z 0 > M < F- = L(i 0 N> V) ui 00 -j flo F - vi 0 (D 0 N,� >wLu U < 0 DATE U) > cr- :D 12/4/17 0 DRAWN BY . . . . .. . .. . A. ALLISON ... ... .... . DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40' �s . ..... ...... I A... ......... . . k O D I N r ewl . . .. . . . . . . . . 41 s '44)0 YR FEMA <L50D PLAIN 4" i 2! 0 > 'AM ER PROPOSED STREAM BUFFER AREA 0 TO BE DISTURBED = 22,909 SF X 2- p q Lu y FEMA A, FLOODWAY r) A U3 40P is < > Q co cu Z) uj 0 u 6 ujq . ....... ... .. ..(D uj Z ry ui LL < "Oa H ry Lu < 2 CL U) Z v 1 0 t;I ca E uj cu 0-010 [L 0 Z 0 LLj Q) PROPOSED STREAM BUFFER AREA `TO BE DISTURBED = 22,909 SF L 0 2 U5 l4i 2 3 C 37032 'Coo r - U2) ca_ 0 = 0 (.) SHEET NO. a 0 ' E tn :3 Q cy) . E 0 00 c) Z JOB NO. U) 0 En O C 37032 'Coo r - U2) SCALE 1 =40 = 0 (.) SHEET NO. a 0 ' C62 tn 40, 80 . E 6, 0 rn 134: DI -3B 6 ft Throat f o 0 o o - STA 10+00.00 E- N o N s= � Lo � � � " 4"J N (D v com qp �� co rN ~ r ~ N TOP 364.17 � �oo `c' m v r) -t � � `- � o - � o I -- r-- 00 � °p cc7 co m L6 00 m (.0 p � CO CO (� O co m � N INV OUT 356.00 (133) co c) �- N + b -CO f- mc°cov co `-comic � c� Uo6 co moom � `' Dim prco Nom+ 0)m ►— ULO N + �~ co +- co m p`-�Z O oQa— 0 F5 == s?NNrco co � p�ch0 p�mz z 0 NQ > > C7 �'--0> > �_ 0 pC',Az Z Q�— �cn0Z z U) F-- z N�-0> > Qa O N► -O> N 0> z Z rU) z Z N~0>> Z r U) �cnl-- _ _ 365 � ~ — — — 365 350 350 EXIST. PROP. GRADE GRADE' 360 _ __ _�.___ __ _ 360 345 _ _ 345 8" PVC WATERLINE V MIN I s PROP. S GRADE ~ a EXIST. GRADE 355 40111 133--/ 1 € 38.42' OF 12" HDPE 0@ 0.50 350 335 _ q 335 131 PROP. 121 V 77.01' OF GRADE 170.57' OF 12" HDPE @ 8.78% 15" HDPE ` @ 0.50% 5 345 3301 330 E 129J ! 70.65' 0 F 12" HDPE 3 @ 4.76% 340 E Ef t f E 127 E 50.18' OF ` f 15 D HPE 335 @ 0.50% 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 STR 134 — STR 126 STR 122 — STR 120 a HORIZ SCALE: 111=50' HORIZ SCALE: 1 "=50' 12/4/17 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 Q m I� Z Z Z U � NO O N U c am m pap DESIGNED BY O � U U)W (nLu¢ Q a W i�� f E i -i� [L Q CO d Q r a- Q d so 0wo c9 00�( N i Ur CD CDmom 0�� �COm- v E 6 } N Z ��cocri z Q- (D CO M } Z r) ro .� - J + �' I— - Q + m f N N r Or' m 0 -_- OZ — J + Lo F— N �— N 0 uj -C U O O 0 �U�mz O _ _......._� Qa Qd o pLr) �0> �I-0> > (o�Qa_ -I-0> > Lu r-UU) Ucnt-z z <-Ucn�z Z `i4ll 5 0 50 PROFILE SCALE 9+50 10+00 11+00 11+50 STR 114 — STR 110 HORIZ SCALE: 1"=50" VERT SCALE: 1 "=5 C u U)W I� o�co N J (DLoco 6i Zr-. of m - J + Lo I— UNN mZ 0 la-�O > > U) r U f— Z Z 0 � V 4f m r 00 C4 . co I r mooco m N + m p�mZ 0 U)oz z 0 T T N m 0 N CO�pC5 m N7CD mcn m ? p,mZ Z 0 �FO» > 9+50 10+00 11+00 12+00 STR 150— STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 9+50 10+00 11+00 11+50 STR 108 — STR 106 345 340 325 320 15 310 14+00 9+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 rn 0 0 o r c� u� v- — LoLo v- O m � N CO mLO oo= m(6 r ci m co CO (0�- N t - O N + (p () m tY7 i- 5oM� p—mZ Z Z NQa'O OF- Q> > > > r H 0 rtnl-Z Z Z Z r- tnhZ EXIST. GRADE PROP. GRADE 111 63,35' OF 12" HDPE @ 0.50% 10+00 11+00 STR 112 — STR 110 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 345 340 335 330 320 E 11+50 ,N1 12/4/17 m E H DATE f F J`T V Z) 12/4/17 4 Q m I� > Nm DRAWN BY U � NO O N U A. ALLISON . DESIGNED BY O � U "IN E E � CHECKED BY so C. KOTARSKI v E ro .� t 335 uj ..__�.._._....�......................_ ___._.__..._...___ AS SHOWN _......._� _�.. __ .. 335 N � Lu � O a g EXIST. GRADE ! f QN ate..+ 3: � f 330 f f � { f Lu= , 330 Q -AU co Z - ------------ ____.m ..._ __ _ — >ri O � -� �- PROP. C7 Yd H GRADE 4 I vmt- 325 f f f 4 325 O x CJ 3: u:3) Lf) 1' MIN 1' MI V MIN Jq "'- O: p 320320 E ` 145{ E ` 149 t 73.71' OFr >L O f 7036' OF 12'; HDPE E 12 HDPE! @ 0,50% I ; 315 @0-50% rn 0 M O N > __ ................. ...__.____ _............__....._............_.....______._ _._........,.._ _ _. ;..___.____._.._.___ ____.........._______..____._ ........__ _.._. _. _i......._._ ___.__....._ 11 _......_____ ........315 147 2" PVC 2" PVC E 8" PVC 143 63.90 OF iWATERLINE 73.50' OF WATERLINE WATERLINE 92.01' OF 18" HDPE 12" HDPE 15" HDPE @ 0.50%; f @ 0.50% f E M @ 0.50% 4 310 € E 310 9+50 10+00 11+00 12+00 STR 150— STR 116 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 13+00 9+50 10+00 11+00 11+50 STR 108 — STR 106 345 340 325 320 15 310 14+00 9+50 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 rn 0 0 o r c� u� v- — LoLo v- O m � N CO mLO oo= m(6 r ci m co CO (0�- N t - O N + (p () m tY7 i- 5oM� p—mZ Z Z NQa'O OF- Q> > > > r H 0 rtnl-Z Z Z Z r- tnhZ EXIST. GRADE PROP. GRADE 111 63,35' OF 12" HDPE @ 0.50% 10+00 11+00 STR 112 — STR 110 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 345 340 335 330 320 E 11+50 ,N1 12/4/17 m E H DATE �� o� o U Z) 12/4/17 O Q m N vi N > Nm DRAWN BY U � NO O N U A. ALLISON . DESIGNED BY O � U C. SHIFFLETT > E E � CHECKED BY so C. KOTARSKI v E ro .� JOB NO. SCALE uj ro U AS SHOWN N � Lu � O a g QN ate..+ 3: � o Lufu Lu= Q -AU co Z — >ri O � Q O 0 H ® N C7 Yd H vmt- O x CJ 3: u:3) Lf) Jq "'- O: p {/) _ N Z >L O rn 0 M O N > V) Lij 0) co -j M 0 0 w > w w � Q p z 0 1411EW ' t H DATE �� o� Z) 12/4/17 O Q m > Nm DRAWN BY U � NO O N U A. ALLISON . DESIGNED BY O � U C. SHIFFLETT E � CHECKED BY so C. KOTARSKI ro .� JOB NO. SCALE I• ro U AS SHOWN N � SHEET NO. � O a g 1411EW ' t C, W �� o� N O Q o .3 Q m > Nm U � NO O N U 75 2N ro 0 O � U � _tl N E � 7 O U ro tl ro .� JOB NO. U o ro U 370.32cu N � SHEET NO. � O a g Fz EXIST. v (7 GRADE �rn EXIST. C7 p O "—� BUILDING m � 350 0 0 � Lo + p d ch (n r to M 0 ULr)f U Z Z C (o O N O r � r (.D r` 0 � M Co CD 0 0 Co m- O (D C07 0 r co _ F CO F - b - + Lr)CD lq- M I- 340 O (V d r(l%Z O 153 NQ 0 > > rU)OZ Lr) rU) z z 12" HDPE/511 EXIST. _ CJ t6 O 0 (7 GRADE �rn EXIST. O COO�((� �O (96.jr p O "—� BUILDING 350 d- tq 0 00 O co m Lo 350 PROP. t �t �— (� �o O Z O + p d ch (n r to M 0 GRADE a Z Z �U)�z �U)�Z (�,)-OZZ r Z co � — — — 345 - i 345 f i ( V MIN 340 �.-__..._.__....' . ........_. f i ...... __.____..._._.._340. 153 340 1' MIN WATERLINE 340 f 9 } 51.93' OF € I i r f f I f 335 I 335 E 12" HDPE/511 @ 0.50% 335 335 314" PVCWATERLINE.OF w 12" HDPE 1 @ 0.50% 330 € 330 — STORM SEWER PIPES TO CONNECT TO BUILDING DRAINAGE SYSTEM 9+50 10+00 11+00 11+50 STR 154 - EXIST. BUILDING HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 — m m O r` p 0 _ CJ t6 O 0 (7 L rn �rn r vco O COO�((� �O (96.jr p O "—� N � M �00(h O m (V d- tq 0 00 O co m Lo O� d. (6, ltd Lo f7 O Z) N 0 r� 0 Q t �t �— (� �o O Z O + p d ch (n r to M 0 �= Z Z Z �U)�z �U)�Z (�,)-OZZ r Z co � — — — EXIST. GRADE PROP. �' GRADE 355 350 365 360 350 STR 140 - STR 136 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 13+00 14+00 STR 142 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 17+00 18+00 5 18+50 0 50 PROFILE SCALE E 139 J ` f 69.99' OF cm o 12" HDPE I I ' i @ 2.66% ± N 345 3445 _..._._.._.._......-.____. 137 56.55' OF i 12" HDPE @ 8.15% 6" PVC 340 1' MIN WATERLINE 340 f 9 } € I i r f f I f 335 I 335 9+50 10+00 11+00 12+00 STR 140 - STR 136 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 13+00 14+00 STR 142 - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 16+00 17+00 18+00 5 18+50 0 50 PROFILE SCALE E cm o N E w Lu LL. LL o o 7r r. Lu - 0�'� LLA ¢ j 00 z w�—ori O rn a O N >~ rq W ~ N (7 ZH+,d 3: 0 U x cn �a �uLLJ ¢� O cLr; rn w aw .j koF- VI O O w > w w Q U D Q Z O DATE } Z:) 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI iSCALE AS SHOWN o _ ai ai U) U uia) _ a W 0� r0 Q 22 0 0 !LI a a � i a � N _ Lij � o _ UJ CLASS 1 1 1 1 Q Q RIP RAP o ul 0 w o Wry Q Lu o O O J Q � cn O J 0 o� E o C 4% 0 to r- 0 - O O� Z Z N O 2 0 2E Q Lijx Q) oy 0 O O Q= �o 0a) � .N e UC axi O m (D U) N 0 0 rf7 U N E � U � O a � U JOB NO. o c. cu U 37032 3 in v)I- C O U SHEET NO. Q o C7.1 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR 212 - STR 200 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 rvl 222: 24" NYLOPLAST BASIN - CIRCULAR GRATE STA 10+00.00 TOP 341.00 INV OUT 337.00 (221) 350 345 335 221 11.14' OF 12" HDPE @ 0.50% FA Q m c/) r Q rnr N N a r�co O w� 00 0) Imo ZO 4')co 00UoITMM 0 0 >> > �y U)Cf)P- Z Z Z- 302:18" NYLOPLAST BASIN 304:24" NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 313.00 350 INV OUT 308.50 (303) 315 PROP. GRADE 315 �x E V MIN / 345 310 [ 3 rQ � 340 305 I T 335 9+50 10+00 11+00 STR 222 - STR 218 HOR17 SCAT F- V=tin 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR 220 - STR 208 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 FA 9+50 PROP. FLOOD WALL 24" NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 315.00 INV OUT 308.12 (307) 325 320 10 303--y6" PVC 76.33' OF 'WATERLINE 15" HDPE @ 1.58% INUM. 300: EW -1 for 18" Pipe STA 10+87.65 TOP: 301.75 INV IN 300.00 (301) 10+00 11+00 STR 304 - STR R 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Z U) Q m (A o O�� -m W r, v 14-l'- Z 0 r` o U+�M I- ao �-Mz 0 Qa O o O t- O > > cM cn (n F- z z 5 1 o EXIST. GRADE 310 301 305 11.32' OF 15" HDPE @ 25.00% 295 11+50 J Co O O O a v co m Ocr-� 0)(0> Q CV Lo o Z U + CD � H 000o�)zz O N J Q a- 0 0 I- 0 >> > M0WF-ZZZ 325 0 ---'-1 0 50 PRO::ILE SCALE EXIST. GRADE 1 315 t 305 307 67.35' OF E 6" PVC 305 12" HDPE WATERLINE 78.32' OF @ 1.00% 12" HDPE 300 @ 1.00% 310 295 i ; 295 � I� 9+50 10+00 11+00 12+00 STR 308 - STR 302 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLASS 1 RIP RAP C t I N'T. W, 12/4/17 ' AL E SOLID COVER PROP. STA 10+76.33 FLOOD TOP 312.10 WALL INV IN 307.29 (303) N O INV IN 306.56 (305) 1LiT- INV OUT 302.83 (301) 320 Ql)n 304:24" NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 313.00 350 INV OUT 308.50 (303) 315 PROP. GRADE 315 �x E V MIN / 345 310 [ 3 rQ � 340 305 I T 335 9+50 10+00 11+00 STR 222 - STR 218 HOR17 SCAT F- V=tin 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR 220 - STR 208 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 FA 9+50 PROP. FLOOD WALL 24" NYLOPLAST BASIN CIRCULAR GRATE STA 10+00.00 TOP 315.00 INV OUT 308.12 (307) 325 320 10 303--y6" PVC 76.33' OF 'WATERLINE 15" HDPE @ 1.58% INUM. 300: EW -1 for 18" Pipe STA 10+87.65 TOP: 301.75 INV IN 300.00 (301) 10+00 11+00 STR 304 - STR R 300 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Z U) Q m (A o O�� -m W r, v 14-l'- Z 0 r` o U+�M I- ao �-Mz 0 Qa O o O t- O > > cM cn (n F- z z 5 1 o EXIST. GRADE 310 301 305 11.32' OF 15" HDPE @ 25.00% 295 11+50 J Co O O O a v co m Ocr-� 0)(0> Q CV Lo o Z U + CD � H 000o�)zz O N J Q a- 0 0 I- 0 >> > M0WF-ZZZ 325 0 ---'-1 0 50 PRO::ILE SCALE EXIST. GRADE 1 315 t 305 307 67.35' OF E 6" PVC 305 12" HDPE WATERLINE 78.32' OF @ 1.00% 12" HDPE 300 @ 1.00% 310 295 i ; 295 � I� 9+50 10+00 11+00 12+00 STR 308 - STR 302 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 CLASS 1 RIP RAP C t I N'T. W, 12/4/17 ' AL E Lij a) } N N O w L 0m 0 O N N O Q 1LiT- ia- U N o_ � Q (i/1' 7 � N � C o z N O ® ul 0 c T C) Lu >E o W c� U � O N � a� E Q L 7 U N w Lu 0 0o 700 00 Q JOB NO. 2z Lu .- 37032 z °' O 0 o � C SHEET NO. a o v � O LLo 3 - N cu N u) d O c � Lu M ¢< 00 z Lu ,-y — 0 oN C7 W rj �r t- °, dm _z 3O�,xx LL- w oa n U,x �CN z O gU �Lfi N W v M c� 00 J C) Lij ui 7) O (D D O I - m w > w w a u z O U) O DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN z zN o m Lij a) } N N O w L ■�� W O N N O Q 1LiT- ia- W o_ � Q (i/1' 7 C o z zN o m LLJ N O N Q 7i LIJ 0 O C W o_ � (i/1' 7 C ■�/d� z N O ® ul 0 c T C) Lu ]— o W c� U � O N � r/ Q L 7 U N w 0 0o 700 00 Q JOB NO. 2z .- 37032 z °' O 0 o � C SHEET NO. a o v � O u t i - N cu N u) d O c z zN o m `u7,2 j � E LLJx o 0 0 0 nY o_ � (i/1' 7 rn m ■�/d� U � N O N N � O 0 N U � O N � G � 7 U N 0 7� a)70 U � JOB NO. 0 o to .- 37032 5 LnC F-0 SHEET NO. a o `u7,2 j � E Parking Spaces 320 Required: 32 Large Shade Trees 1775 _ ....... Provided: 92 Large Shade Trees ............ .............. - Parking Lot 31 ........... - ............. 2.5" Cal. AS SHOWN B&B 50 of paved parking and vehicular ciruclation must be landscaped 127 Evergreen Trees Requirement: 7 Z 4 Area: 99,183 Square feet 6350 4,959 Square Feet Required: Provided: t 4,848 Square Feet B&B + - --- --- 94 Large Shrubs .2'- 4` Ht. AS SHOWN Tree Canopy RequiremenT: 1517o of Total Area X To tal Area 193,308 A -Z Gross Site Area 389,316 Rec� Areas 0 Y91 < Pond Area Wefland Area 96,008 Ic 29,33 f 'Required: Provided; 36,625 - - - - - - - - L T\\\ Tree Save To be confirmed after survey + vc/y(r X- \ "I, \\\" \ �\ \ I 7 To be confirmed after survey Canopy -B.9 -nus �....... - V D + �71C (+J Proposed Trees 3, 625 ol- + + 7 7 0, o -Yy A, 7 Al /+ % %b — — — — — — — — — — — — (X(C 7r Y 7 X A -VI + Z 14v + J z Q U U LLJ 0 + r 1 7 �V > \X\ J J/ + + + - - - - - - - - J A, + F J 4/ Q /z + A N 0 20 40 80 w ate rstreets lw 1Gindscape architecture I civil engineerin�,, -har. 418 E M-,ifn Street 434.295.8177 0 1ouesville, VA 22q<a2 professional seal Todd Shallenberger project manager Luke Waldron project team WOOLEN MILLS project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number project phase DECEMBER 4TH, 2017 issue date 12.04.17 revisions Site Plan Submission PRELIMINARY LANDSCArr"'E PLAN, sheet title I sheet number