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HomeMy WebLinkAboutSDP201700076 Plan - Approved Initial Site Plan 2018-01-230 7O 7 N r) O fl - S9 M ch 0 L wv -Tel I CA --..w I I ps :4 4 i4l I K j :to kl�e+ TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO 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 PROJ. NO. 7012489 AIRBORNE SURVEY CONDUCTED: 12/25/2013 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 / 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 INITIAL SITE PLAN vael VA I oil I Fff a A myl u" L, I 12/4/2017 VICINITY MAP DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONE: (434) 996-3904 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 CO.0 COVER C0.1 REZONING APPROVAL, CONDITIONS & PROFFERS C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C1.3 NOTES AND DETAILS CIA 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 C3.2EROSiOi' 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 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 FLOW (AVERAGE DAILY FLOW) OFFICE/RETAIL: 67,401 SF X (250 GPD PER 1,000 SF) = 16,850.25 GPD RESIDENTIAL: 43 UNITS (1 BEDROOM) X 1.5 X 1000PD/PERSON = 6,450 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 30,300 GPD l j_, 30 12/4/17 ME ao N V N � } E W E �ci N'S QLL LL � L W C m -1 W J -Lon a N W N v , �xSO <Jl 0421,4- (nm Q7 (n= NN ' F- a c � vM 00_j �� _ O 0 c� F- W > W z O UO > 0 C� m Z _O a U L W n z O > W W Q in DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A z Q J Q Lu > z W 0W O > 0 w 0 W W m J Q J H JOB NO. 37032 SHEET NO Co. 0 0 Q U) > a) 0 0 a Q :3T 0 v n 0 a _ 12- Z5 0 0 _ �a (D D 30 a� 00 nU) 2z (D0 Q 0 �o E. v m � a-0 O a � ~v C7 3 z0) 0 C 0 0 v a 0. o '} N c 7 O f4 Q O X C O N U 7 a) -�5 0 c t O � � O .O 4 U) 0 � U 'a y � c O I_ - U) c O O O EL Q) a Ref"'ore beghn1ing uses a,s allows;& y fhi:. special mbo OeMlit ¢ar" if YOU bav�sitrns re ardin the gbgve; noted, acti bn:pleaso conlact Rebecca teagsd4le at (434-) 296.-5$32 est,. 3226, r psi' Zt�l�i-�' 'eraricills peck T1s or"Itt'+condit on 4nar c rn tit ZMA N0. C 14-16 �"ax Mata;gin(Prpol Number(s): 070-0it-00-421110 i wnei�s) o Ru.0rd.;Collett K Thach Trustee, of the Collett MV Thach Trust,, Collett 1- Thach, Trustee of. t11r. Ealith C;<1lrUh `t`rrrlst (hereinafter ci ll sliuoly, "°IThaGV) limited hay llty compo' tat cal Pror irttarrn April l; 2011 10,38 acrosjor be i z nod fico t Lig4f lrrcirastru diel to C;rarr mereiat'(") Tha1e1a is the owner (tihe''Qw€rer") of Tax Map grad t'arc.0 rube, 4 800,0.0-0ti-��� it ��� "lira 'rly'�� whioit. i the s')jeci ol'r csrIl >aPp.?icotion. MA No. 201.6-16, a pr6j 6 known U'Voolen Mills" (the ` h,ject" , 'ea€aletr Mills, , 1 , etre ratr°act urctlaat t ("t r�ntrac t l rrrehaser!) of the a��"r) er y that. In 0, tion tis Pu )ase Real Estate agreement dated Janesr ded,. perr'siiarrt tri �eftinrr T:1<� caft#� �ttr�rraaz°l� C.;raarrity �rairrp, t�r'stztia�c�; the f�i�'rter oi"�by vr�lrxrrtarit,y tarcrll€rr�. t>� cooditierrrs 1i,%(e l balpw wHclr shall a fsls. cit . tlr l r part it It "r r� zqucd to the �dniu district tr`ict ide�rrtrfie al�rsve, ` hes ccrndiii rns are proilered as a piai oftM e teque�tett reloning and the OWMIT, ackliowlud es haat th conditions ns qtr reasonable., 1.1Iprart .deni,andof tho County am easeMent of'adequate arca for cor,structian and m4h t nam cal'a Class;, Pratt ir��Ittitr�, p�al�s�r�atr I�radc ca-vcr�vls�a"ar^�'� r"ee�. rrrwkdirt� a:rrrr�fian i� °l`a� lea{� �,x t�at'cl i� arta Lipst`t lar at x tr thail p mviciC `l"Ire precise lomf on cit t Z tr°aal and twirl e s1r 111 rnttfaatit agr'ge,d.-vpop by wid iho Cpunty, and sucb agreement shall rvot be wire:aso'n ably wit rtrclei. l'lr lcacatior, f the frail crci taxi r shall be rrr�.rt�ail� a � to, aitdl designed tri tiaciiitatea connectivity with tho Rivantaa "T"railysgewa This proffi�r gtr itt3ot aabti at tlra.�i+�rrrer+C;carrtr'aot. PUrchasex� to bear the consouction or tnamt ranw Q44 asstrciated with any tr�li`o€ brid# e r , priest ter submission of'tiro Final Site "ka f'nr° hire P`r6je ;t, W11erd c)entrust Purchaser sl.14tl provide lir tht, Govaty a co yxif'Vit Vit Dcpa rtrent of l jstori� 110 rt►,`eo�� Part, � c-c��ti�atieart crt"ttre -0 sed rehabilltadon work. All developrrrim xithinalae Project, shall comply with the of Virginia flea rtrtaimr flf't istcaric lZe�crur e tai: di"dit reclt%i iia , 7"Ire Final Site i darn foc the l"ctiq t shall irrcluxie a plain 1'cat eclricatirr ;hire prrbi . at catrt the op 1M�lii,l imitural ,resourc^ inoitAin tart riot limited to onsite, rrra�l rs, irrtcs`pretiyc cxhi s'ts, araet tlr� diko� wlava h are, vigibie� iii publici aece5silrl arcras S. Tf paxking;aeerr.va thin the Pilpae:ct i.Nbicla ia;ac: Css l,:fi-Otai fast Market atroa shall bo liraait 4 trs ` 8 space's. N 12/4/17 M E AM Nu mr, pill Ms, Mail& Xy N � N � fir, aa�slptl. Mr, Slieffield ANeat 4nar c rn tit ZMA N0. C 14-16 �"ax Mata;gin(Prpol Number(s): 070-0it-00-421110 i wnei�s) o Ru.0rd.;Collett K Thach Trustee, of the Collett MV Thach Trust,, Collett 1- Thach, Trustee of. t11r. Ealith C;<1lrUh `t`rrrlst (hereinafter ci ll sliuoly, "°IThaGV) limited hay llty compo' tat cal Pror irttarrn April l; 2011 10,38 acrosjor be i z nod fico t Lig4f lrrcirastru diel to C;rarr mereiat'(") Tha1e1a is the owner (tihe''Qw€rer") of Tax Map grad t'arc.0 rube, 4 800,0.0-0ti-��� it ��� "lira 'rly'�� whioit. i the s')jeci ol'r csrIl >aPp.?icotion. MA No. 201.6-16, a pr6j 6 known U'Voolen Mills" (the ` h,ject" , 'ea€aletr Mills, , 1 , etre ratr°act urctlaat t ("t r�ntrac t l rrrehaser!) of the a��"r) er y that. In 0, tion tis Pu )ase Real Estate agreement dated Janesr ded,. perr'siiarrt tri �eftinrr T:1<� caft#� �ttr�rraaz°l� C.;raarrity �rairrp, t�r'stztia�c�; the f�i�'rter oi"�by vr�lrxrrtarit,y tarcrll€rr�. t>� cooditierrrs 1i,%(e l balpw wHclr shall a fsls. cit . tlr l r part it It "r r� zqucd to the �dniu district tr`ict ide�rrtrfie al�rsve, ` hes ccrndiii rns are proilered as a piai oftM e teque�tett reloning and the OWMIT, ackliowlud es haat th conditions ns qtr reasonable., 1.1Iprart .deni,andof tho County am easeMent of'adequate arca for cor,structian and m4h t nam cal'a Class;, Pratt ir��Ittitr�, p�al�s�r�atr I�radc ca-vcr�vls�a"ar^�'� r"ee�. rrrwkdirt� a:rrrr�fian i� °l`a� lea{� �,x t�at'cl i� arta Lipst`t lar at x tr thail p mviciC `l"Ire precise lomf on cit t Z tr°aal and twirl e s1r 111 rnttfaatit agr'ge,d.-vpop by wid iho Cpunty, and sucb agreement shall rvot be wire:aso'n ably wit rtrclei. l'lr lcacatior, f the frail crci taxi r shall be rrr�.rt�ail� a � to, aitdl designed tri tiaciiitatea connectivity with tho Rivantaa "T"railysgewa This proffi�r gtr itt3ot aabti at tlra.�i+�rrrer+C;carrtr'aot. PUrchasex� to bear the consouction or tnamt ranw Q44 asstrciated with any tr�li`o€ brid# e r , priest ter submission of'tiro Final Site "ka f'nr° hire P`r6je ;t, W11erd c)entrust Purchaser sl.14tl provide lir tht, Govaty a co yxif'Vit Vit Dcpa rtrent of l jstori� 110 rt►,`eo�� Part, � c-c��ti�atieart crt"ttre -0 sed rehabilltadon work. All developrrrim xithinalae Project, shall comply with the of Virginia flea rtrtaimr flf't istcaric lZe�crur e tai: di"dit reclt%i iia , 7"Ire Final Site i darn foc the l"ctiq t shall irrcluxie a plain 1'cat eclricatirr ;hire prrbi . at catrt the op 1M�lii,l imitural ,resourc^ inoitAin tart riot limited to onsite, rrra�l rs, irrtcs`pretiyc cxhi s'ts, araet tlr� diko� wlava h are, vigibie� iii publici aece5silrl arcras S. Tf paxking;aeerr.va thin the Pilpae:ct i.Nbicla ia;ac: Css l,:fi-Otai fast Market atroa shall bo liraait 4 trs ` 8 space's. N 12/4/17 M E a0 M v N � N � Q O E N E W ++ LL O Lu 0-1Q L M ¢_jc� z °- - — u3 O rq ) N d H (DW �M Z r— , rY of ce dj LL W U) v N z o > Lri H NW�,/ U) !Z O W I'D F— L6 0 r= S 3-- 0 W W Ll H S Q U Q Z 0 H 0 DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A o U) rU ui L U > 1 0 U— C) o C�)/ W ry 0 Q a 0 0 U) 0 zN } O W r LIJzQ d 0S 0 /� U w i..r 0 W ry r < v� w 0o ED i> o l `t V z Vll � � o �2E o 2E c � T E O H < C� -� 5Cu� io d v O � tr ~u z zz ou) W o 2i F- N N `s o:s w� ODAE- Qm 7 Y N (LS U N O N U N o 40 V) U c _O N E � O O U O -0 70c O � U JOB NO. U)0 N T3 37032 (no SHEET NO. n o co. I � .E ROADS LEGEND ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes SEWER a - S i EXISTING SANITARY SEWER 6„ w --8- 6" W ---IZI- 6" w Albemarle County Engineering Final Plan General Notes Page I of 4 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall 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 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe --- Class 11L 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) f- r) A MTKIf- 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 PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 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. DATUM 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-WAY 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 COURSE(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. (N/A) 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 AILL 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 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 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 NOT 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 7:OOAM TO 9:OOPM. 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 1000LBS/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) E TRAFFIC STOP BAR ® U; STORM PIPE & STRUCTURE NO. 0> ¢ O DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH 0 JUTE MESH DITCH M -► CENTERLINE OF DITCH z BENCH MARK O 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 r�1} PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes SEWER a - S i EXISTING SANITARY SEWER 6„ w --8- 6" W ---IZI- 6" w Albemarle County Engineering Final Plan General Notes Page I of 4 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall 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 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe --- Class 11L 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) f- r) A MTKIf- 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 PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 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. DATUM 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-WAY 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 COURSE(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. (N/A) 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 AILL 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 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 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 NOT 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 7:OOAM TO 9:OOPM. 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 1000LBS/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) E o � rn U U; N � ¢ O > E IU Uj ¢ u, 0 M ¢ ' Go z �d-ui w O O '3)f'nH Uj H r 3:0L: Q U to Q < W U-) �Q`o O c 0) rV W 00 _j vi 0 (D 0 F- 0 w w LU = Q U 0 0 cj) DATE 12/4/17 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE I. N/A I = JOB NO. 37032 SHEET NO. C1.0 5 a Q o� �O a o � Lz wo �ME o� E o a) �u) C,3 u) a- � U O � [ N � N Z: U) O 2E Q 2E X m W o � o 0 o N C > CU U N X N O O U N in N C 1 U � NE � _OC 7 U @ O � a U O � N O i6 U U)C CO U a o oa t v o w Z R= Y4" CONTROL JOINT SPACED , 1 AT WIDTH OF WALK NON -SLIP BROOM FINISH CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR , �. EXPANSION JOINT AT MAX OF 100', EXPANSION JOINT WITHCt IMBEDDED 24" IN GROUND ° < /4 WITH PREMOLDED EXPANSION FILLER PREMOLDED EXPANSION 1J4" SEALANT " HANDICAP SIGN " LOCATION , , FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH" v VAN r ( ) VARIABLE WIDTH'` HANDICAP SIGN EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 �1" LOCATION (TYP.) SILICONE SEALANT 2" MAX. CROSS SLOPE 2% �- 1 + 12/4/ 17 EOP ° ° 10" 3,000 PSI AIR ENTRAINED PORTLAND X //�//\ a Q °�i °°° CEMENT CONCRETE \\/\\�\ a FACE OF CONC. WALK ° CURB 18' 18' J�� 0 6" TYPE 21A STONE COVER/\// ro ° ° ° °/ / 4" 3,000 PSI AIR -ENTRAINED `� E 4„ ° ° ° °rn o PAINTED °a ° ° 4/�\ % /\\ /^--COMPACTED SUBGRADE (CBR 11.2) CONCRETE c STRIPE � ° ° ° � °° A4� /��\�/� Q o 0 0 0 0 0 0 0 o a p o p o o o �o v COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER E 9 1 (TYPICAL) < < <� < < < < < < �; E 8 5 8 8 8'_ -";—'� DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS W TYPICAL VAN NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN " o r- ACCESSIBLE r ACCESSIBLE -' o c HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a ACCORDANCE WITH VDOT STANDARDS. ¢W � 0- J LU N — Lf} O Q] � ate. C:) r,4 a i7 W mi- 3: O � x DO TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL LN� EAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale Scale No Scale > �° O ur) te r, z >T H 4" n0 w CG -12 M >Y 2" R TOP OF CURB R=2" u a ° GENERAL NOTES: ° ° TOP OF CURB 2' _5"1" THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. a' ° °° 6' ° ° ° C) uj 1 R \ uj \/\\\ a 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) � $�i1 •` ° ° EP WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE _...10.1 MAX \\ n RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 3„ \ TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A g . 4" \ \\/\� , ° ° a WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 5' � THE DEPTH OF CURB MAY BE C. . a 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP A MINIMUM OF 13" ANDA r //\\/ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. " \\ \� \ e ° `SURFACE THAT P FLOOR R FLARED SIDES CAN / � /� \ MAXIMUM OF 19 - o / / / }� \ _ 3 r SURFACE 18 \ \\ d MUST 6E PROVIDED FOR DOWEL BARS SO � "�C��/i�/ /�J/�/i h� / � \ � C7 ' ' r ° 4. €F RAMP FEOOR 15 PRECAST, HOLES I BE CAST IN PLACE AFTER PLACEMENT OF ,ry /�iyi J%%,�i;� i 5' MIN ° 16" / / / PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. /ii`�i / 0 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG12:1� CURB TRANSITION DETAIL r .� �.r. . , \/\\/\\ BASE � �--..._"_`__.-- 1z� � MAX a l Scae = BOTH SIDES OF THE RAMP FLOOR, MIID-DEPTH OF RAMP FLOOR. MINIMUM $„$ No i- ° .” I> BASE \//\//\ CONCRETE COVER 1"/z". r) 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B j Lu ARE INCLUDED IN PAYMENT FOR CURIO / CURB AND GUTTER, PARALLEL W F- VDOT A-3 CONCRETE r. 7. CURB RAMPS ARE TO BE LOCATED /AS SHOWN ON THE PLANS OR AS DIRECTED �r /> � _ VDOT A-3 CONCRETE BY THE ENGINEER, THEY ARE TO 8E PROVIDED AT INTERSECTIONS WHEREVER Y�/i/� /� ��/ / Y/l „ U 4 M11 SUBBASE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB SUBBASES o 0 0 0 0 0 0 1 CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB ° o v- v v v v v v CROSS ESAN S AIBLE CURB°UTE WITHIN REGARDLESSTHE RIGHT OF WAYOF WHETHER SIDEWALK IS "IGHWAY FACILITY EXISTING, PROPOSED, �• yi���i�iyjj ��ii%�/f�/��/i� / // / OR NONEXISTENT. THEY MUST BE LOCATED 'WITHIN PEDESTRIAN CROSSWALKS / //�T`/ 12:1 MA AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12:1 MAX BE LOCATED BEHIND VEHICLE STOP [LINES, EXISTING LIGHT POLES, FIRE DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5' MIN x x -= (-- HYDRANTS,- UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL - -L-ITI 1 11 1 (-f X11= ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED=IT1=L1 Lu 1� AND USED BY PEDESTRIANS. ID-i1I- - --'•ai: ° 4' MIN -1- - AT X , r' HIGHER THAN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE OFPAVEMENT THEOF THE CROS AND AT XX , SAME AS TOP OF CURB THATCTHEB LOPE ATOPENINGS THEACED CONNECTIION OF THETHEITCURB OPENING IS IUH UTAMEIEN - - - - - - - - "J ► DETECTABLE WARN+NG o R AT BACK OF CUB 1 0.9' -1"4 .� " VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. `BASE DIAMETER ` PAY LIMITS 0 o PAINTED a PERPENDICULAR TO THE CURB. 2.5' BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A PER 2% IMAX. ///\\//\\// 4" MIN. �o ��� uo v VDOT �v�'�U` o O O „ 6 TYPE 21B AGGREGATE BASE COURSE SPEC. 0 0 ° ° 10" 3,000 PSI AIR ENTRAINED PORTLAND X //�//\ a Q °�i °°° CEMENT CONCRETE \\/\\�\ a FACE OF CONC. WALK ° CURB 18' 18' J�� 0 6" TYPE 21A STONE COVER/\// ro ° ° ° °/ / 4" 3,000 PSI AIR -ENTRAINED `� E 4„ ° ° ° °rn o PAINTED °a ° ° 4/�\ % /\\ /^--COMPACTED SUBGRADE (CBR 11.2) CONCRETE c STRIPE � ° ° ° � °° A4� /��\�/� Q o 0 0 0 0 0 0 0 o a p o p o o o �o v COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER E 9 1 (TYPICAL) < < <� < < < < < < �; E 8 5 8 8 8'_ -";—'� DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS W TYPICAL VAN NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN " o r- ACCESSIBLE r ACCESSIBLE -' o c HANDICAP SPACES REGULAR SPACE COMPACTED SUBGRADE 4" 21-B STONE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS a ACCORDANCE WITH VDOT STANDARDS. ¢W � 0- J LU N — Lf} O Q] � ate. C:) r,4 a i7 W mi- 3: O � x DO TYPICAL PARKING SPACE DETAILS CONCRETE SIDEWALK JOINT DETAIL LN� EAVY DUTY CONCRETE SECTION CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale Scale No Scale > �° O ur) te r, z >T H 4" n0 w CG -12 M >Y 2" R TOP OF CURB R=2" u a ° GENERAL NOTES: ° ° TOP OF CURB 2' _5"1" THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. a' ° °° 6' ° ° ° C) uj 1 R \ uj \/\\\ a 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) � $�i1 •` ° ° EP WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE _...10.1 MAX \\ n RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 3„ \ TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A g . 4" \ \\/\� , ° ° a WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 5' � THE DEPTH OF CURB MAY BE C. . a 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP A MINIMUM OF 13" ANDA r //\\/ FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. " \\ \� \ e ° `SURFACE THAT P FLOOR R FLARED SIDES CAN / � /� \ MAXIMUM OF 19 - o / / / }� \ _ 3 r SURFACE 18 \ \\ d MUST 6E PROVIDED FOR DOWEL BARS SO � "�C��/i�/ /�J/�/i h� / � \ � C7 ' ' r ° 4. €F RAMP FEOOR 15 PRECAST, HOLES I BE CAST IN PLACE AFTER PLACEMENT OF ,ry /�iyi J%%,�i;� i 5' MIN ° 16" / / / PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. /ii`�i / 0 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG12:1� CURB TRANSITION DETAIL r .� �.r. . , \/\\/\\ BASE � �--..._"_`__.-- 1z� � MAX a l Scae = BOTH SIDES OF THE RAMP FLOOR, MIID-DEPTH OF RAMP FLOOR. MINIMUM $„$ No i- ° .” I> BASE \//\//\ CONCRETE COVER 1"/z". r) 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B j Lu ARE INCLUDED IN PAYMENT FOR CURIO / CURB AND GUTTER, PARALLEL W F- VDOT A-3 CONCRETE r. 7. CURB RAMPS ARE TO BE LOCATED /AS SHOWN ON THE PLANS OR AS DIRECTED �r /> � _ VDOT A-3 CONCRETE BY THE ENGINEER, THEY ARE TO 8E PROVIDED AT INTERSECTIONS WHEREVER Y�/i/� /� ��/ / Y/l „ U 4 M11 SUBBASE CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB SUBBASES o 0 0 0 0 0 0 1 CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB ° o v- v v v v v v CROSS ESAN S AIBLE CURB°UTE WITHIN REGARDLESSTHE RIGHT OF WAYOF WHETHER SIDEWALK IS "IGHWAY FACILITY EXISTING, PROPOSED, �• yi���i�iyjj ��ii%�/f�/��/i� / // / OR NONEXISTENT. THEY MUST BE LOCATED 'WITHIN PEDESTRIAN CROSSWALKS / //�T`/ 12:1 MA AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12:1 MAX BE LOCATED BEHIND VEHICLE STOP [LINES, EXISTING LIGHT POLES, FIRE DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 5' MIN x x -= (-- HYDRANTS,- UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL - -L-ITI 1 11 1 (-f X11= ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED=IT1=L1 Lu 1� AND USED BY PEDESTRIANS. ID-i1I- - --'•ai: ° 4' MIN -1- - AT X , r' HIGHER THAN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT EDGE OFPAVEMENT THEOF THE CROS AND AT XX , SAME AS TOP OF CURB THATCTHEB LOPE ATOPENINGS THEACED CONNECTIION OF THETHEITCURB OPENING IS IUH UTAMEIEN - - - - - - - - "J ► DETECTABLE WARN+NG o R AT BACK OF CUB 1 0.9' -1"4 .� " VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. `BASE DIAMETER ` PAY LIMITS 0 0 0 0 0 o 0 0 0 0 0 0 PERPENDICULAR TO THE CURB. 2.5' BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A 1.5 ASPHALTIC CONCRETE SURFACE a COURSE - SM -9.5A O 3.5" INTERMEDIATE BASE COURSE - BM25.0 DATE O1214117 8" TYPE 21-B AGGREGATE SUBBASE COURSE } DRAWN BY TYPE C / / / / / / / / A. ALLISON TYPICAL COVTHE DOT STANDARD CG -3 CURB VDOT STANDARD CG -2 CURB 9 ACCOMMODATERETE THE TU°RNiNGKREQUIREMEIS 4"INTS OFEANTCiPATEDANCE HEAVYADTIRUCKNOT PARALLEL & PERPENDICULAR\//X�/��\/��\/A�\/j�\/�\//X�>/X\ DESIGNED BY TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY No Scale No Scale TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, COMPACTED SUBGRADE C. SHIFFLETT 4., THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11, WHEN ONLY ONE CURS RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), CONIC CURB AND GUTTER CLASS 3A, INTOxTHELCROSSWALLKANDING AWITHOUTSHALL BGOING IIDTO THE TRAVELWAANEUVER Y. WHEELCHAIR xA4' CHECKED BY -. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS a ° LANDING AREA MAY INCLUDE THE QUITTER PAN. C. KOTARSKI (fc=3,000 PSI) CONCRETE TRUNCATED DOME u� 2. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF � \ „ CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o 6' LENGTH // 6 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z SCALE 0.5' FROM EP ° 1".1' TH°°B OF RECOMMENDED U BMMENDED BY THE MANUFACTURER TO MATCH �_ 0 O 0 0 O 0 O o O O O 0� HEAVY DUTY ASPHALT PAVEMENT SECTION 5„ X °I °a 000000 0000000 0 N/A 13" Q a ° ° - 000000000000000 No Scale \ LANDING RAMP O ? / \ ° ° a a T" `\ + � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - • 0 0 0 0 o ANCHOR WITH 5/" REBAR a a N 0 000000000 IMBEDDED 24" IN GROUND; 00000 1 jI I50Z-65% OF BASE DIAMETER N n n n n n n n n n n n n n n n D 2 HER WHEEL 5I OH ° o v- v v v v v v IUH UTAMEIEN - - - - - - - - "J ► DETECTABLE WARN+NG o R AT BACK OF CUB 1 0.9' -1"4 .� " VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. `BASE DIAMETER ` PAY LIMITS 0 0 0 0 0 o 0 0 0 0 0 0 2.5' BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A /%\\// \ \// ///\\//\\// 4" MIN. �o ��� uo v DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETECTABLE WARNING DETAIL DETAIL �v�'�U` o O O „ 6 TYPE 21B AGGREGATE BASE COURSE 0 0 0 0 0 0 co 0 o a o 0 0 SPECIFICATION O O AO O J O O O O O O O O 1.5 ASPHALTIC CONCRETE SURFACE a COURSE - SM -9.5A O 3.5" INTERMEDIATE BASE COURSE - BM25.0 DATE O1214117 8" TYPE 21-B AGGREGATE SUBBASE COURSE } DRAWN BY TYPE C / / / / / / / / A. ALLISON TYPICAL COVTHE DOT STANDARD CG -3 CURB VDOT STANDARD CG -2 CURB 9 ACCOMMODATERETE THE TU°RNiNGKREQUIREMEIS 4"INTS OFEANTCiPATEDANCE HEAVYADTIRUCKNOT PARALLEL & PERPENDICULAR\//X�/��\/��\/A�\/j�\/�\//X�>/X\ DESIGNED BY TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY No Scale No Scale TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, COMPACTED SUBGRADE C. SHIFFLETT 4., THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11, WHEN ONLY ONE CURS RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), CONIC CURB AND GUTTER CLASS 3A, INTOxTHELCROSSWALLKANDING AWITHOUTSHALL BGOING IIDTO THE TRAVELWAANEUVER Y. WHEELCHAIR xA4' CHECKED BY -. DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS a ° LANDING AREA MAY INCLUDE THE QUITTER PAN. C. KOTARSKI (fc=3,000 PSI) CONCRETE TRUNCATED DOME u� 2. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF � \ „ CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o 6' LENGTH // 6 WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z SCALE 0.5' FROM EP ° 1".1' TH°°B OF RECOMMENDED U BMMENDED BY THE MANUFACTURER TO MATCH �_ 0 O 0 0 O 0 O o O O O 0� HEAVY DUTY ASPHALT PAVEMENT SECTION 5„ X °I °a 000000 0000000 0 N/A 13" Q a ° ° - 000000000000000 No Scale \ LANDING RAMP O ? / \ ° ° a a T" `\ + � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - • 0 0 0 0 o ANCHOR WITH 5/" REBAR a a N 0 000000000 IMBEDDED 24" IN GROUND; 00000 1 jI I50Z-65% OF BASE DIAMETER N n n n n n n n n n n n n n n n 6" 6" 2'-0" - CG -12 DETECTABLE WARNING SURFACE REFERENCE '\/%\///\//\//\/%\//\//\/ COMPACTED SUBGRADE s ROAD AND BRIDGE STANDARDS CONTINUE 21B STONE BASE (GENERAL NOTES) 105 SHEET 1 OF a REVISION DATE COMPACTED FROM ADJACENT PAVEMENT 243.05 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 i 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 z No Scale No Scale u EXISTING PAVEMENT PROPOSED PAVEMENT 1 x 4 CAP OVER 6" HASP ' 1 x 6 CAP DOORS ONLY 15'-0" a- SAWCUT THROUGH rL MATCH EX. CROSS 0 U EX. SURFACE w ce SLOPE UNLESS OTHERWISE 3.0' J. J COURSE X SPECIFIED ON PLANS Q W w &REMOVE w J. 0, > < PAVEMENT 2 MIN PROPOSED g -0, 3.0' 3.Q' > I- W 0 SURFACE BOLLARD (TYP.) 12' STRAP z 2" ± COURSE4 x 4 POST UNLESS HINGE ,"u O OTHERWISE NOTED V EXISTING ON PLAN CONC. LJ Lu z PAVEMENT 2 x 4 RAIL PAD 1 x 6 _j(TYP.) ga-0„ TRIMMER d MILL EX. 1 x 6 TRIMMER 6 x 6 POSTS 1 x 6 Lu W SURFACE COURSE SIDING r 3-0 l Q li r SAWCUT EX. BASE COURSE '" EDGE OF PAVEMENT AGGR. BASE 1 x 6 SIDING O c OU TSIDE ELEVA TION 12" CANE BOL TS J Z NOTE: PROPOSED PAVEMENT MUST TIE �—•� 0 IN'WITH EXISTING PAVEMENT 6'-0" 6'-0" OUTSIDE GA TE VIEW PLAN VIEW 1 x 6 CAP 3'-0" 1 x6CAP 1 x4CAP 1 x6CAP WPANO TE VEMENT REPLACEMENT JOINT DETAIL 3' ADJUST TO HEIGHT Z 10 No Scale OF CASTER WHEELS W F1 ON GATE Lu CONIC. 1 x 6 TRIMMER 1/4" SAG ROD STONE WITH TURNBUCKLE U SOLID WHITE LINE 2 x 4 CROSS BRACE 611 CONIC. J VV 2 x 4 FRAME n NOTE. ALL LUMBER SHALL 2 x 4 RAILS 0 1 _< 6' BE PRESSURE TREATED 9 I-� 12„ N POST ELEVA TION INSIDE ELEVATION TYP3" CASTER WHEELS ( .) (TYP. ) LS JOB N d 0 INSIDE GATE VIEW 37032 N C7 O CROSSWALK DETAIL L2US MPSTER PAD & ENCLOSURE DETAIL SHEET NO. C1. I No Scale ale 0 �0 o� z ro0 0� m o E CU 0-o 0 ZN oU) �Q x o� 0 a .3 CL cn �Cn V ><s y� �0 ro � o 0 E � ro U O - -, C O a �_0 0_0 0-0 o N o ,n - ro � a c ro � N 0 O ro O 0-0 tn v �= ,E D 2 HER WHEEL 5I OH ° o v- v v v v v v IUH UTAMEIEN - - - - - - - - "J ► DETECTABLE WARN+NG o R AT BACK OF CUB 1 0.9' -1"4 .� " VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. `BASE DIAMETER ` PAY LIMITS 0 0 0 0 0 o 0 0 0 0 0 0 2.5' BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A /%\\// \ \// ///\\//\\// 4" MIN. �o ��� uo v DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETECTABLE WARNING DETAIL DETAIL �v�'�U` o O „ 6 TYPE 21B AGGREGATE BASE COURSE o 0 0 0 0 o v SPECIFICATION 6" 6" 2'-0" - CG -12 DETECTABLE WARNING SURFACE REFERENCE '\/%\///\//\//\/%\//\//\/ COMPACTED SUBGRADE s ROAD AND BRIDGE STANDARDS CONTINUE 21B STONE BASE (GENERAL NOTES) 105 SHEET 1 OF a REVISION DATE COMPACTED FROM ADJACENT PAVEMENT 243.05 7111 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 i 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 z No Scale No Scale u EXISTING PAVEMENT PROPOSED PAVEMENT 1 x 4 CAP OVER 6" HASP ' 1 x 6 CAP DOORS ONLY 15'-0" a- SAWCUT THROUGH rL MATCH EX. CROSS 0 U EX. SURFACE w ce SLOPE UNLESS OTHERWISE 3.0' J. J COURSE X SPECIFIED ON PLANS Q W w &REMOVE w J. 0, > < PAVEMENT 2 MIN PROPOSED g -0, 3.0' 3.Q' > I- W 0 SURFACE BOLLARD (TYP.) 12' STRAP z 2" ± COURSE4 x 4 POST UNLESS HINGE ,"u O OTHERWISE NOTED V EXISTING ON PLAN CONC. LJ Lu z PAVEMENT 2 x 4 RAIL PAD 1 x 6 _j(TYP.) ga-0„ TRIMMER d MILL EX. 1 x 6 TRIMMER 6 x 6 POSTS 1 x 6 Lu W SURFACE COURSE SIDING r 3-0 l Q li r SAWCUT EX. BASE COURSE '" EDGE OF PAVEMENT AGGR. BASE 1 x 6 SIDING O c OU TSIDE ELEVA TION 12" CANE BOL TS J Z NOTE: PROPOSED PAVEMENT MUST TIE �—•� 0 IN'WITH EXISTING PAVEMENT 6'-0" 6'-0" OUTSIDE GA TE VIEW PLAN VIEW 1 x 6 CAP 3'-0" 1 x6CAP 1 x4CAP 1 x6CAP WPANO TE VEMENT REPLACEMENT JOINT DETAIL 3' ADJUST TO HEIGHT Z 10 No Scale OF CASTER WHEELS W F1 ON GATE Lu CONIC. 1 x 6 TRIMMER 1/4" SAG ROD STONE WITH TURNBUCKLE U SOLID WHITE LINE 2 x 4 CROSS BRACE 611 CONIC. J VV 2 x 4 FRAME n NOTE. ALL LUMBER SHALL 2 x 4 RAILS 0 1 _< 6' BE PRESSURE TREATED 9 I-� 12„ N POST ELEVA TION INSIDE ELEVATION TYP3" CASTER WHEELS ( .) (TYP. ) LS JOB N d 0 INSIDE GATE VIEW 37032 N C7 O CROSSWALK DETAIL L2US MPSTER PAD & ENCLOSURE DETAIL SHEET NO. C1. I No Scale ale 0 �0 o� z ro0 0� m o E CU 0-o 0 ZN oU) �Q x o� 0 a .3 CL cn �Cn V ><s y� �0 ro � o 0 E � ro U O - -, C O a �_0 0_0 0-0 o N o ,n - ro � a c ro � N 0 O ro O 0-0 tn v �= ,E PLACE S GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� lmll � mow' M.J. GATE VALVE la � 1 1 2500 P.S.I. CONCRETE a 2'x Z BEARING AREA THRUST BLOCK a a a a 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 G / FOR ALL BENDS 1 SECTION 1-1 WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED. JG AS RED FOR TEE OR WYE FITTINGS SECTION 2-2 PIPE 24" NYLOPLAST BASIN BEND DIMENSIONS WITH DOME GRATE TEE AND PLUGS TOP: 314.00 CLEANOUT INV. OUT = 310.25 15" HDPE BOTTOM OF BIORETENTION BASIN RAMP SOIL TO LIP OF (FEET) OVERFLOW STRUCTURTE > E MIN SLOPE 3:1 BOTTOM OF 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 G / FOR ALL BENDS 1 SECTION 1-1 WIDEN TRENCH ACCOMMODATE ANCHOR IF REQUIRED. JG AS RED FOR TEE OR WYE FITTINGS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. > E BEND E L H T L H T Q ti 90 2.50 2.50 3.01 0.24 � z Lu j - Li O 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 9 Cc >s 11 1/4 1.50 2.00 2.50 0.10 _ >L Q F : vi rn 90 3.66 3.16 3.21 0.48 00_j oW 8' 45 2.66 2.66 2.77 0.26 0 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 Lu > Lu w = 90 4.83 3.83 3.42 0.83 z 0 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' SHEET FLOW RAIN GARDEN PAVEMENT SECTION 1' _, y;,-.;,:%'" RIVER STONE 0 O 1:1 SIDE MARAFI 140N CV � SLOPE FILTER FABRIC Q O OR EQUIVALENT > E GRAVEL DIAPHRAGM DETAIL No Scale e d� 4 4' ° 44° MIN. 4 6" MIN. d 6" MIN. 17.5" +• I d ° d d 6a 1 a a 18' MIN. 37" MIN. d d 12" MIN. WINGNUT LOCKING ASSEMBLY 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-78 TD -15 TYPICAL 1.5" WATER METER VAULT No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-- (TYP. ) WASH 1/2" R (MAX -)00 1 < FINISHEDf 8" GRADEI NMI EXP. (TYP.) 2'-10" JOINT FINISHED GRADE 12" (TYP.) � 5" ° ° CONCRETE a dd - \#3 REBAR (12" O.C.) 1/8' WASH ° oD 5" # 57 STONE ° d W)J�� f 8" i ,� 2 1'-0" + 9 ° " ° O #5 REBARS, BOTTOM CONTINUOUS, 31 3„ LAP 2'-2" AT SPLICES NOTES: }3„ 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 /` (NEENAHR-9975 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 VARIES U MIN 2' TO 10' (270°) VALVE BO 7 CU. FT. 1$" GRAVEL'-, H 0.5' FROM P OF FACE OF CURB a� a 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE-� y" WHEN THE SOIL IS DISTURBED OR WH 3/4" THREADED RODS TO 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 3' 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. a. REMOVABLE BOLLARD DETAIL No Scale SIGN SIGN AND POST DETAIL No Scale STD. U POST GALVANIZED STEEL CAP 6" DIAMETER HOLLOW STEEL PIPE STEEL SLEEVE /-PAVEMENT POST TO BE DRIVEN 2'-0" DIAMETER CONC. FOOTING 1E11L11 1111LTY $01 -SUM f100 - IOO FSE TOW AWAY ZONE TOW AWAY ZOrE VAN 6' ABOVE ACCE88BI.E 6' ABOVE FINISHED F 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" 0 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 rn E 0 O CV � N Q O > E E U w �: Q ti o Lu O m Q VCL � z Lu j - Li O a>or Q U uj d- z� B m j U �o�,x 9 Cc >s U) 0 OC :3 Lu ry z _ >L Q F : vi rn w v� CL 00_j oW vi 0 (D a Lu > Lu w = d a z 0 V) ZD0 >- DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A b c N N U G 7 0 CU 0 Q UiT o o Q o L uj N m z 0 0 a C)uoo W °' W � z � Q �u w 0o LQ W o Q Tz O�O 2 2i 02 o a- ro 4 E o H1 C 0 CU N o o� �w z ZN 02 W :2 0- �x >J wv a� ,z o� .N m � o Y E o � 0 N U C O N E a U � O - U JOB NO. w o � U 37032 �N U SH''+EE/T NO. n o (4) 1" (25mm) DIA HOLES ON 32 3J4" (834mm) DIA BOLT CIRftCLE. 27 1/2" DIA [694 m] cL 26DIA [667mm] 4 1 1/2" [38mm] 7" F [178mm] 24" DIA [6fl6mm] 28 7/16" DIA 5/8" [722mm] [7 6mm] 36" DIA 26" O O U [914mm] [660mm] 1 1/2" FRAME SECTION13/16 [38mm] F [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 25mm] \A t 3 1/8" 1/2" �j [79mm] [13mm] S 3 13f16" 0 22 13/16" 2 1/8" [97mm] [579mm] [54mm] 25., 1 3/8" [635mm] 0 [11/16 [35mm] 9/16' O.D. OF GKT GROOVE [14mm] SECTION VIEW 1/4" (6mm) DIA CAM BOLT -- _ NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1/16 X 5/8 X 1 1/z 1800" RUBBER PART# 00981045 S (2) CORED 1 5/8" (2) 6LT HEX 5/8-11X3 1/2 SS Vv PICKBARS [5mm.2400" [41 mm *(2) ARTS 00981250 [8mm] 1f2" .63 DIA. STAINLESS STEEL ROD2) WSHR 5/8 la 1.50 OO SS PLAN VIEW 1 1/8" (29mm) DIA BOSS [13mm] ART# 00981318 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. ART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY.35R LOCK LUG TYPICAL WATERTIGHT (SHORT) PART# 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T.S FIG S+E P \ 5 1271 " --_ FLEXIBLE CONNECTION J WITH STAINLESS STEEL BAND Li (D 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN BRANCH 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–I–B TD -27 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 TFILLETS 3/4 DIAMETER OF – CONTRIBUTING SEWER. A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN i INLET & OUTLET PIPE SHALL BE 2r–Ofr 12" MIN 16" MAX 4f–Orf STREET SURFACE OR NON -PAVED AREA 3'-0" MIN 12" PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON–EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION EMB SPRIT 0 N0, 68 SHOWING BRANCH TIE—IN N.T.S FIG. S -I -A REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 3" 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 "NALL PIPE) 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 c L 1 N'' W. 12/4/17 M E 0 �S r-4� >� w °� E Lu QQ 3 ¢W ul U.O < _; U 0 aJ`ui UiM a o N It z W � I;nt 3: o N X clLL DQ a)It {n Z N S > I= o °t >y M az co_j �� U7 n 0 s 0 0 w > w z 0 U) 0 z 0 a_ U L0 w Q z 0 > w I� w n DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A cL 4 z 4' 4 W a .4. STREET SURFACE OR NON -PAVED AREA 3'-0" MIN 12" PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON–EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION EMB SPRIT 0 N0, 68 SHOWING BRANCH TIE—IN N.T.S FIG. S -I -A REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 3" 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 "NALL PIPE) 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 c L 1 N'' W. 12/4/17 M E 0 �S r-4� >� w °� E Lu QQ 3 ¢W ul U.O < _; U 0 aJ`ui UiM a o N It z W � I;nt 3: o N X clLL DQ a)It {n Z N S > I= o °t >y M az co_j �� U7 n 0 s 0 0 w > w z 0 U) 0 z 0 a_ U L0 w Q z 0 > w I� w n DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A r� JOB NO. 37032 SHEET NO. C1,3 cL z W O c) W �— z W W D fl 0LLt� o � W J < z d Q Lu w c Q W J O z r� JOB NO. 37032 SHEET NO. C1,3 HALF PLAN VIEW MH -1 Di -1 1/2 SECTION CAST IRON --- l2 SECTION STEEL NOTES NYLOPLAST 12" DRAIN BASIN' 2812AG 4'-6"� (2 x WALL THIGKNES 2'-'"- - LT if LUGS TO BE 1'-31 L 2%2" x 2i/z' x 1/4" a 1 dEPTH OF INLET CH) TO BE SHOWN ON �°` e. w A N h C4 f� - A 2'-0"' IRON € STEEL 41-2" 66 ± 43.6 LBS (1, 2) INTEGRATED DUCTILE IRON _ 1 OPTIONAL cv INCLUDING a INCLUDING LUGS CONNECTOR , BRACE RIBS FRAME & GRATE TO MATCH BASIN O.D. / SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. ` A1.{, STANDARD SOLID CCVER 3, WHEN SPECIFIED ON THE PLANS THE► INVERT IS TO BE SHAPED IN ACCORDANCE i 214 7001-110-203 7x01-19 -zcw WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS .. $# NIA 18" MIN WIDTH GUIDELINE SEE STANDARAD SL -1 FOR APPLICABILITY OF SAFETY SLABS. B _ B DOME INCLUDED IN THE BID PRICE FOR THE 0041 . 7001-110-206 _ _- LIGHT DUTY 1201DI 7001-110-021 s << NOTSTANDARD MH -1 THETOPOF MASONRY IS TO BE LEFT FRAME & COVER SUFFICIENTLY LOW TO PERMIT PROPER 0.785 2.485 9 n7 a ADJUSTMENT OF COVER AND FRAME TO 2.747 10 1.6 0,785 GRADE BY THE USE OF MORTAR OR i 11 1.9 0.970 G BRICK AS DIRECTED BY THE ENGINEER. 2.2 0,970 3,817 MINIMUM PIPE BURIAL -- DEPTH PER PIPE a ' 41 t 0.970 e. w A N h C4 f� - A 9/ ,1 2,-7„ IRON € STEEL 41-2" 66 ± 43.6 LBS PLAN COLLAR CAST I7���M•-- 10'-4" LONG PLANS, FOR DEPTH GREATER THAN 10' USE m� STANDARD DI -1A B 2, THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS A GRATEC)PTIONS IRON € STEEL CLINT o 66 ± 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING 3 LBS I OPTIONAL cv INCLUDING a INCLUDING LUGS CONNECTOR , BRACE RIBS B 2, THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS CAST GALV.�_ GRATEC)PTIONS IRON € STEEL CLINT o 66 ± 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING 3 LBS I WELD ALL INCLUDING a INCLUDING LUGS CONNECTOR , • & ,,-•• B 2, THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS . GRATEC)PTIONS WILL BE MEASURED FROM THE INVERT OF CLINT o ONE WELDED JOINT THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING ,. + €s 10 17 F t. E :" # WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS • & ,,-•• CONNECTORS TO COLLAR SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. ` A1.{, STANDARD SOLID CCVER 3, WHEN SPECIFIED ON THE PLANS THE► INVERT IS TO BE SHAPED IN ACCORDANCE i 214 7001-110-203 7x01-19 -zcw WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS .. $# NIA INCIDENTAL TO THE SHAPING IS TO BE s DOME INCLUDED IN THE BID PRICE FOR THE 0041 . 1 "1 I t 1, x 4" STRUCTURE. /a x 1/a" x 4"J i_ 12' gra" _I /2 LUGS I STUD SHEAR 4. IN THE EVENT THE INVERT OF THE $" MIN THICKNESS GUIDELINE 2'-0" ,, [• +•Ir-. T CONNECTORS OUTFALL PIPE IS HIGHER THAN THE MANUFACTURER �\ ¢0 / (3) VARIABLE INVERT HEIGHTS RECOMMENDATION - (GRATE REMOVED) � SEE DETAIL A OF THE STRUCTURE TOM OF THE STRUCTURE,HE AVAILABLE ACCORDING TO w o wU o -" I" 8� WITH CEMENT MORTAR TO PREVENT ® 0 ( (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) (5) ADAPTER a w�VZZZA _ �' FLAT SLAB TOP AS DETAILED 4`TO _ SECTION B -B STANDING OR PONDING OF WATER IN THE t� ov STRUCTURE. THE COST OF FURNISHING N ANGLES o �v ON STANDARD T -MH -2 MAY BY N h N sn VARIABLE 0'- 360' \ TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR =� - SUBSTITUTED FOR TAPERED ^' -� COLLAR DETAIL I 1 AND PLACING ALL MATERIALS INCIDENTAL c �^ ACGURDINGTO =�11 SECTION WHEN APPROVED BY `� / MIN RAISED TO INLET SHAPING IS T4 BE INCLUDED Q o GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, •.: THE ENGINEER. UTTERING IN THE BID PRICE FOR THE STRUCTURE. PLANS ST'). ST -1 ` HALF SECTION A -A 2/ 5. STEPS ARE TO BE PROVIDED WHEN H IS W .E TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (WITH FRAME AND COVER REMOVED) DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 4'-0" OR GREATER. FOR DETAILS SEE SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. A �2" 6+A BRICK CONCRETE CAST IRON ONLY DETAIL B STANDARD ST -1. � 6. THIS ITEM MAY BE PRECAST OR CAST- c� LL. 4-1 3: 4'-0" IN-PLACE. C) LL 2 (3) VARIABLE SUMP DEPTH DETAIL A D -1 1 NOTES 2,-6," 7. # 4 X 8"' SMOOTH DOWELS AT LU W n7 ,-1 ACCORDING TO PLANS n ' f7 ; . e 4' 2" HARDWARE SEE DETAIL B W M I - w a 8. BEVEL 45° CLOTH V-311 APPROXIMATELY 12" C -C TO BE Q U Z (6" MIN. BASED ON w 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7"1 I PLACED IN ALL AREAS ADJACENT a WATERTIGHTJOINT / -. %-;- r___..._._ .......... - MANUFACTURING REQ.) �w �' ACED 4" DEPTH AGGR. .W.�.A.«..•..."..„ ABUTTING CONCRETE TO PREVENT LLJ i"y i 0 WITHOUT PIPES. THE AMOUNT DISPLACED TO (CORRUGATED HDPE SHOWN) _!< 4"MIN aw BY PIPES MllST 8E DEDUCTED TO#68, #78 OR SETTLEMENT. IN LIEU OF DOWELS 2m . •6 (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y a w 4" -12" FOR CORRUGATED HDPE ADS N-12/HANCOR DUAL WALL, o w CONCRETE ( � / r� F- 04FOOTING ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), - tlll(r„•tnC l.rl-11- n4.1.ocIm1t fff BRICK CONCRETE OR 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, CONCRETE BLOCK WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 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 TABLE OF rvv uvvv IFA. 0lF1 4V), rvv avw avo, u�nnwnitu u nluuw r vv THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS i, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PI A(.Fn F r..nMPA(.TFtT I INIFnRMi Y IN ACCORDANCE WITH ASTM D9:191 GRATEC)PTIONS LOAD RATING PART# DRAWING#:A•.:A•_;A•.:.'.:° CONCRETE MANHOLE > BRICK .., ,. •.; : ,. : ,, ' •, PEDESTRIAN MEETS H-10 1299CGP X001 -110-202F17;:..;' STANDARD SOLID CCVER MEETS H-20 MEETS H-2(1 1251 CGS 1i0 ,EGG 7001-110-203 7x01-19 -zcw L DIAMETER = 4'-811+ (2 x WALL THICKNESS) r SECTION B -B PEDESTRIAN aRONZE NIA 1299CGPB 7001-110-20s DOME hua 1299CGD 7001-110-206 DROP IN GRATE _- LIGHT DUTY 1201DI 7001-110-021 BRICK CONCRETE OR 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, CONCRETE BLOCK WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 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 OBTAIN TRU£ QUANTITIES; TABLE OF QUANTITIES 1 DEPTH BRICK MANHOLE CONCRETE MANHOLE 381" BRICK CONCRETE CONCRETE FEET THOUSANDS CU_ YARDS CU. YARDS 4 0.5 0,785 1,437 5 0.7 0.785 1.699 6 1 0.9 0.785 1.961 7 1.0 0,785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0,785 3.009 11 1.9 0.970 3.455 12 2.2 0,970 3,817 13 2.5 0.970 4.179 14 2.8 1 0.970 4.541 15 3.1 1 0.970 4°903 16 3.4 0.970 5,265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRU£ QUANTITIES; w w w w #8 x 6" �JlDTH Q N A 2"X4" NOTCH MAY BE PROVIDED. 1 D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM 1 381" 2. A BASE THICKNESS OF 9 WAS USED 1N , oQ'A a a a nom-, A ruuuuuuuuu 3" DIAMETER SEE STANDARD T -DI -3, 4 FOR (,D ur M ALTERNATE DESIGN, et 48" 5" 6" 24," 27" 60" 5" COMPUTING CONCRETE QUANTITIES. _ _ - ° ? d, -COLLAR WEEP HOLE 72" U 8F. 48" 1 54" 84" 7" 811 60" 3. INGR£MENTS TO BE ADDED FOR EACH r a SEE NOTE 8HHHE yz z � U 8, 3" DIAMETER WEEP HOLE WITH 12"X12°'r x PLASTIC HARDWARE CLOTH 174°' MESH L>7 72" ADDITIONAL FOOT OF DEPTH. 2 2 2 z 12" cV OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH Q p 4. MATERIALS MAY BE BRICK, CONCRETE OR 12"-15"-18" OR 24" iN n HEMEMHARDWARE c1' CLOTH ANCHORED FIRMLY � i DETAIL WHEN USED APPROVED CONCRETE MANHOLE BLOCK. - _ r TO THE OUTSIDE OF THE STRUCTURE. U > 0 x ' 2 Ln F- ¢ 5. IF BLOCKS ARE USED THE MINIMUM _ Q v 1� , 9. CAST IN PLACE CONCRETE IS TO BE vi _U) THICKNESS OF SAME IS TO BE 5". p G A v CLASS A3 (3000 PSI). PRECAST 0 N OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR ° , CONCRETE IS TO BE 4000 PSI. Ln Lu CONCRETE. 1"� 2" SECTION A -A 10. ANY ALTERNATE METHODS OF ANCHORAGE 6. ALL CONCRETE TO BE CLASS A3. SEE DETAIL 133 CONCRETE QUANTITIES FOR MIN. DEPTH 41, MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON 00 w LUGS AS SHOWN HEREON. 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. 1211 CONCRETE PIPE - 1,440 CU. YD. CONCRETE 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE 11/4" I " OAST IRON � 4GRATE 363 ± 18 LBS 11, DUMP NO WASTE DRAINS N WATERWAY LETTERING IS REQUIRED ALL Dt THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE .j GRATES, LOCATION OF LETTERING MAY ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C`C SECTION D -D VARY BY MANUFACTURER. SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADD 0,469 CU, YD, PER GRATE DETAIL ADDITIONAL FOOT OF DEPTH. O RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR NylO ■ ast FAX (770) 932-2490 SPECIFICATION SEE DRAWING NO, 7001-110-065 TECHNICAL INFORMATION SHOWN HEREIN j,�]11/ 1 w•ww.nyloplasi-us.00m SPECIFICATION 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NIMH PROJECT NOJNAME TITLE REFERENCE v� VDOT MANHOLE FOR 12 I ! _ 4 /]_Q V I 1 PIPE CULVERTS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/RANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY 0 DATE 03-11-16 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 121 r - 24fl PIPE: MAXIMUM DEPTH (H) 10i 233 Q' N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO DETERMINE MINIMUMIS'rORBIDOEN, EXCEPT BY SPECIFIC tNRITTEN VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110.012, PERMISSION FROM NYLOPLAST. X20,3 NYLOPLAST DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG N0. 7001.110189 REV E 106.01 104.01 W B-1, B-2 D1 -2A, 28, 2C EXISTING OR PROPOSED GALV. L2f "X2j2"X1/4" ��� SIDEWALK. SEE NOTE 16 3,-g„ $'-8°' LONG- -- 1 E W W WEEP HOLE (AS REVD.) EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. Iv(G6Xi2 3 -2 U < - TEPS (AS REQ'D,} WEEP HOLE (AS REQ'D.) 8" 2'-2" 8" APPROX. DRAIN AREA = 50.60 SQ IN (�. A 51, C CA -1 Q FC - BARS, e C [j ` o D z APPROX. WEIGHT WITH FRAME = 35.04 LBS I 00 U BARS B WEDED DATE U.w ° t° h ;.y a 10" C -C J01 7S •- W S �y ' t/) ° TYPICAL °1 L`= { w tx-o(n - BARS C ` ° • 1 I • dy = " FACE OF CURB ! 1 , Q 8" C -C 9 2, 12" 9 a„ 12/4/17 STEPS I(AS REQ'D.) I I -a cv o"+ IMMEN m O i 1 i � F-"�w BARS A - } DRAWN BY ° J2 ALTERNATE JOINT I CRACK CONTROL JOINT 3_0 # 10" C -C �E ,..-D" ^ HINGED GRATE a.. : ;... •• ` ' DETAIL 2-0".. L 811 2'-2"1 . �'V SECTION 8-B COLLAR A. ALLISON FOR EASY ACCESS �6 / . 3°-6 6 MIN 4.1 X I D _ I X _ _ X [7 �f X I 10' MAX. �A PLAN VIEW 10' MAX. BARS A-1 1-4„ L 2�-0X21r2 XIr4' DESIGNED BY rz ' 3 56 / 1.81 6°" x 6" - WS.S x WS.S WELDED L -VARIABLE -MAX. 20' I GALV. SLOPE OF C. SNIFFLETT C.._.._.._.__.._ _-.-.-------- B,_1 APPROACH p WIRE FABRIC OR EQUIVALENT AREA/BARS F = SURFACE GALV. MC6Xi2 I# MONOLITHIC 2 ° " - CHECKED BY /11 " FOOTING ° y . GALVANIZED MC 6 X 12 1 _ _ f ~ ® c BARS E SURFED SECTION D -D ._ w L _ _ - 1r C. KOTARSKI h 1 i- - r Q 6" C -C WELD BARS B-1 GALORE SCALE D + 8" + 2X 3" DIAMETER 0 6" C- „ GALV. WELD ALL WEEP HOLE i I BARS E 8 8" MC6X12 STUD SHEAR NIA - - B'2 SEE NOTE 8 DOGHOUSE WITH FOOTING SECTION C -C TONNECTOR COLLAR. �\ ADECREASE TO 1" h �\ NOTES: FRONTLWHEN INLET IS USED SECTION E -E DI -2A DI -2B WITH MEDIANS. 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, o0 No: POLLUTE DRAINS TO WAT17M AYS 13,56 + "H" (LIN. F7. 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 ff AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH NYLOPLAST oucTiLE iROv �_ THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO T 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 MINIMIULA ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER WARPED GUTTER LL BARS A-1 APPROACH GUTTER Q 51, C -C7" 1" I Z IWEEL 211("X21 X1/4" I F W a c� o BARS A-1 - I- SEE PNOTE 8 BENHOLE 5" T 1P�ATES SLOPEGAL OFVANIZZEED I it a 01 a -G I BARS A BARS - - e 011 C -C APPROACH w o a a - m SURFACE CL dw BARS B 4 1 li FOR USE ON GRADES I ° p 1a' c -c fe BARS C ',r4"IEAR CONN. 38 13.38 - -1 6. "D" IS NOMINAL DIAMETER. L 811 C -C o £ DED TO AI�GL DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 01-2C BARS F I� ION 0 2' C -C 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. I TYPE A WARPED TYPE B THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING - : ,•. OR PONDING OF WATER IN THE STRUCTURE. "}; ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND SURFACE ONE PIPE EXITING STRUCTURE) L = r- _ 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. I STEPS NOSE DETAILS DIMENSIONS ARE FOR REFERENCE ONLY JOINTS ARE TO BE SEALED WITH MORTAR, 0 -RING GASKETS, OR BUTYL RUBBER. FI I FLOW SEE NOTE 5 ACTUAL DIMENSIONS MAY VARY _LO I I -.--- 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD, DIMENSIONS ARE IN INCHES _ _ I 3'-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE GALVANIZED PLATE FOR TYPE A TO BE BEPJT ON AN ANGLE QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 FOR USE IN SAGS SECTION A -A OF 68° 30' AND IS TO BE ANCHORED WITH 770 PHN y X4" STUD ui 932-2443 BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLAA AT 2'C -C. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3-06 DUCTILE IRON �j j ( ) TRANSFER, OR LICENSE THE USE OF THE DESIGN OR l- St FAX (770) 932-2490 v� SPECIFICATION SIZE OFp�� SPECIFICATION STANDARD CURB DROP INLET REFERENCE ACT TATEROPENINGN MEETSREQUIREMENTSEGISTERTSO 111, DEPARTMENT DISABILITY TECHNICAL INFORMATION OF HEREIN REVISED BY EBC PROJEGTNO.INAME www.nyloplast-us.00m STANDARD PRECAST BASE UNITS REFERENCE ROAD AND BRIDGE S1fANDARDS ACT AS STATED IN FEDERAL REGISTER PART II I, DEPARTMENT OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ROAD AND BRIDGE STANDARDS JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY 11 11 I *'1 DATE 3.13.10 121N PEDESTRIAN GRATE ASSEMBLY 105 SHEET 1 OF 2 REVISION DATE 12 - 24 PIPE: MAXIMUM DEPTH (H) g 233 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE To OTHERS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 7001-110-034 DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001.110-202 REV C 1D3,11 104.03 PERMISSION FROM NYLOPLAST. � 2010IdYLOPLASi 3B 0 r n 01-3A, , 3C EXPANSION KEYED jjj FOR DETAILS OF INLET JOINT CONST. BARS D APPROACH J I} EXPANSION JOINT •3'`10° FRAME & COVER BACK OF SIDEWALK x JOINT-•, `''° GUTTER NYLOPLAST 24 DRAIN BASIN: 2824AG _ _X 24_99CGC SEE STANDARD IC -2. �- " APPROX. WEIGHT WITH FRAME =138.00 LBS BARS G 4 4 2 w co BAR G GUTTER W o (1, 2) INTEGRATED DUCTILE IRON _ «, 2 BARS B F - { -SUBBASE SUBBASE 2" BARS C F6�.,-6�„-6�„ � w BAR C 2,; � I � z W FRAME & GRATE TO MATCH BASIN O.D. - 1 ARS F t ' I ' a z z BA- - CLOTH Q l i rt g+ I WEEP HOLE, uj t 1 I c1 3 18" MIN WIDTH GUIDELINEk.w SEE NOTE Q+ oo �Q w J z 1-50 coW s---- -- T °a �'�CR BAR F BAR A NOTES5SE Q 8" MIN THICKNESS GUIDELINE 3,04 - BARS D FACE OF CURB j )\ GUTTER 8., 2,_8„ Isz W v./MINIMUM PIPE BURIAL F^ IDEPTH PER PIPE 2 Q ONTROL JOINT CRACK CONTROL JOINT 3' D"CC LIJ 3 VARIABLE INVERT HEIGHTS MANUFACTURER () 14' MAX, 10' MAX. SECTION A -A J 6' IN, pl-� MIN. � j ] Q C) AVAILABLE (ACCORDING TO RECOMMENDATION A5, KEYED CONST. JOINT cv \ TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR L -VARIABLE MAX, 20' PLANS/TAKE OFF (MIN. MANUFACTURING 2"-10"' 2" WARPED J v } (5) ADAPTER `. GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE GUTTER N REQ, SAME AS MIN. SUMP) ANGLES '�2'-0" 8" 2'-6" 8" 3'-O" 2" DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, B z d BARS A APPROACH VARIABLE 0° - 360° J C I-�� r�- o ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. N i g GUTTER PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. G� ( o NYLO LAST _ _ ar f „ ,7" AR !,. (3) VARIABLE SUMP DEPTH i *3" PAME F BARS E B `o BARS E BARS B ACCORDING TO PLANS ( - - - 1 HOLFRONT ELEVATION BARS F wC y (6" MIN. BASED ON - - - (GUTTER REMOVED) 1i�„ MANUFACTURING REQ.) _ (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: / / 1;% ;! ( 4" MIN + - I A ( 5X1/4" BENT PLATE SECTION B -B w 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, J� },�q ~ ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), OZ PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC >,rj++ N 4 /4" R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS, L2V� "X2s/y"X1/4" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GALVANIZED TYPE 8 NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, TYPE A TYPE B ;/z" X 4" STUD SHEAR CONNECTOR WELDED o 0 WATERTIGHT JOINT 1 �1= CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. DUCTI •E IRON O GALVANIZED PLATE FOR TYPE A TO BE BENT 1 ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH /2 X 4" STUD SHEAR (CORRUGATED HDPE SHOWN) BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE NOSE DETAILS WELDED T4 BENT PLATE AT 2'C -C. m PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. X24.75 x{28.5©J �' ° +APPR, PAVEMENT DI -3A I I DI 3B L DI -3C L WARPED PAVEMENT n r - Q DIMENSIONS GRATE CIPTIONS LOAD RATING PART # DRAWING # D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM 1 381" 4", 11 181, 211, 48" 5" 6" 24," 27" 60" 5" 8" 36" 42" 72" 6" 8F. 48" 1 54" 84" 7" 811 60" 66" 96" 811 811 66" 72" WARPED GUTTER LL BARS A-1 APPROACH GUTTER Q 51, C -C7" 1" I Z IWEEL 211("X21 X1/4" I F W a c� o BARS A-1 - I- SEE PNOTE 8 BENHOLE 5" T 1P�ATES SLOPEGAL OFVANIZZEED I it a 01 a -G I BARS A BARS - - e 011 C -C APPROACH w o a a - m SURFACE CL dw BARS B 4 1 li FOR USE ON GRADES I ° p 1a' c -c fe BARS C ',r4"IEAR CONN. 38 13.38 - -1 6. "D" IS NOMINAL DIAMETER. L 811 C -C o £ DED TO AI�GL DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED 01-2C BARS F I� ION 0 2' C -C 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. I TYPE A WARPED TYPE B THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING - : ,•. OR PONDING OF WATER IN THE STRUCTURE. "}; ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND SURFACE ONE PIPE EXITING STRUCTURE) L = r- _ 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. I STEPS NOSE DETAILS DIMENSIONS ARE FOR REFERENCE ONLY JOINTS ARE TO BE SEALED WITH MORTAR, 0 -RING GASKETS, OR BUTYL RUBBER. FI I FLOW SEE NOTE 5 ACTUAL DIMENSIONS MAY VARY _LO I I -.--- 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG -7 STANDARD, DIMENSIONS ARE IN INCHES _ _ I 3'-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE GALVANIZED PLATE FOR TYPE A TO BE BEPJT ON AN ANGLE QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 FOR USE IN SAGS SECTION A -A OF 68° 30' AND IS TO BE ANCHORED WITH 770 PHN y X4" STUD ui 932-2443 BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLAA AT 2'C -C. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3-06 DUCTILE IRON �j j ( ) TRANSFER, OR LICENSE THE USE OF THE DESIGN OR l- St FAX (770) 932-2490 v� SPECIFICATION SIZE OFp�� SPECIFICATION STANDARD CURB DROP INLET REFERENCE ACT TATEROPENINGN MEETSREQUIREMENTSEGISTERTSO 111, DEPARTMENT DISABILITY TECHNICAL INFORMATION OF HEREIN REVISED BY EBC PROJEGTNO.INAME www.nyloplast-us.00m STANDARD PRECAST BASE UNITS REFERENCE ROAD AND BRIDGE S1fANDARDS ACT AS STATED IN FEDERAL REGISTER PART II I, DEPARTMENT OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ROAD AND BRIDGE STANDARDS JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY 11 11 I *'1 DATE 3.13.10 121N PEDESTRIAN GRATE ASSEMBLY 105 SHEET 1 OF 2 REVISION DATE 12 - 24 PIPE: MAXIMUM DEPTH (H) g 233 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE To OTHERS SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 7001-110-034 DWG SIZE A SCALE 1:8 SHEET 1 OF 1 DWG N0. 7001.110-202 REV C 1D3,11 104.03 PERMISSION FROM NYLOPLAST. � 2010IdYLOPLASi 3B 0 r n 01-3A, , 3C EXPANSION KEYED jjj FOR DETAILS OF INLET JOINT CONST. BARS D APPROACH J I} EXPANSION JOINT •3'`10° FRAME & COVER BACK OF SIDEWALK x JOINT-•, `''° GUTTER NYLOPLAST 24 DRAIN BASIN: 2824AG _ _X 24_99CGC SEE STANDARD IC -2. �- " APPROX. WEIGHT WITH FRAME =138.00 LBS BARS G 4 4 2 w co BAR G GUTTER W o (1, 2) INTEGRATED DUCTILE IRON _ «, 2 BARS B F - { -SUBBASE SUBBASE 2" BARS C F6�.,-6�„-6�„ � w BAR C 2,; � I � z W FRAME & GRATE TO MATCH BASIN O.D. - 1 ARS F t ' I ' a z z BA- - CLOTH Q l i rt g+ I WEEP HOLE, uj t 1 I c1 3 18" MIN WIDTH GUIDELINEk.w SEE NOTE Q+ oo �Q w J z 1-50 coW s---- -- T °a �'�CR BAR F BAR A NOTES5SE Q 8" MIN THICKNESS GUIDELINE 3,04 - BARS D FACE OF CURB j )\ GUTTER 8., 2,_8„ Isz W v./MINIMUM PIPE BURIAL F^ IDEPTH PER PIPE 2 Q ONTROL JOINT CRACK CONTROL JOINT 3' D"CC LIJ 3 VARIABLE INVERT HEIGHTS MANUFACTURER () 14' MAX, 10' MAX. SECTION A -A J 6' IN, pl-� MIN. � j ] Q C) AVAILABLE (ACCORDING TO RECOMMENDATION A5, KEYED CONST. JOINT cv \ TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR L -VARIABLE MAX, 20' PLANS/TAKE OFF (MIN. MANUFACTURING 2"-10"' 2" WARPED J v } (5) ADAPTER `. GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE GUTTER N REQ, SAME AS MIN. SUMP) ANGLES '�2'-0" 8" 2'-6" 8" 3'-O" 2" DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, B z d BARS A APPROACH VARIABLE 0° - 360° J C I-�� r�- o ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. N i g GUTTER PLANS SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. G� ( o NYLO LAST _ _ ar f „ ,7" AR !,. (3) VARIABLE SUMP DEPTH i *3" PAME F BARS E B `o BARS E BARS B ACCORDING TO PLANS ( - - - 1 HOLFRONT ELEVATION BARS F wC y (6" MIN. BASED ON - - - (GUTTER REMOVED) 1i�„ MANUFACTURING REQ.) _ (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: / / 1;% ;! ( 4" MIN + - I A ( 5X1/4" BENT PLATE SECTION B -B w 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, J� },�q ~ ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), OZ PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC >,rj++ N 4 /4" R TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 & CG -7 STANDARDS, L2V� "X2s/y"X1/4" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GALVANIZED TYPE 8 NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, TYPE A TYPE B ;/z" X 4" STUD SHEAR CONNECTOR WELDED o 0 WATERTIGHT JOINT 1 �1= CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. DUCTI •E IRON O GALVANIZED PLATE FOR TYPE A TO BE BENT 1 ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH /2 X 4" STUD SHEAR (CORRUGATED HDPE SHOWN) BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE NOSE DETAILS WELDED T4 BENT PLATE AT 2'C -C. m PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. X24.75 x{28.5©J �' ° +APPR, PAVEMENT DI -3A I I DI 3B L DI -3C L WARPED PAVEMENT n r - Q GRATE CIPTIONS LOAD RATING PART # DRAWING # z 4 FLOW FLOW~ - - PEDESTRIAN� MEETS H-10 2499CGP 7401-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEET$H-20 2499GGC 7001-110-218 m ( Iit 22401 DROP INGRATE EIGHT DUTY DID 7001-110-075 --- ! _ i DETAIL WHEN USED 1 - GRATES/SOLID COVER SHALL O DUCTILE IRON 6PER ADE .0536 GRADE 7050-05. 3130VERONAAVE DIMENSIONS ARE FOR REFERENCE ONLY G ADJACENT TO iIR6 m THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3930 VERONA AVE FOR USE ON GRADES JOB NO. 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A53$ GRADE 70-50-05. o NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 FOR USE IN SAGS WITHOUT GUTTER 0 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04.03.06 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 BOTH SIDES TO BE SYMMETRICAL 37032 3S RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR ( } 32.2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-200 c� SEE DRAWING NO.7001.110-065. Nylcl last FAX 770 9 GRATE MEETS H-20 LOAD RATING Nyl® last" 1V©© -r SPECIFICATION 0 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME J www.nyloplast-us.com TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO. NAME www.nyloplast-us.com STANDARD CURB DROP INLET REFERENCE I� REPRODUCTION OF THIS PRINT OR ANY INFORMATION QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE M ASTM D'3212 FOR CORRUGATED HDPE (ADS N-12lHANCOR DUAL WALL), N-12 HP TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT ROAD AND BRIDGE STANDARDS SHEET NO. CONTAINED HEREIN, OR MANUFACTURE OE ANY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.13.10 " " D . ' &PVC SEWER. DATE 03-14.16 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLEHEREFROM,FORTHEDISCLOSURETOOTHERS 241NSOLIDCOVERASSEMBLY•TYPEB SHEET 1 OF 2 REVISION DATE �2 JQ PIPE' MAXIMUM DEPTH tH) $ 233 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360', TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS C1.4 S FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ne ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. PERMISSION FROM NYLOPLAST. 0"013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001-110-192 REV E PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST DWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG N0. 7009.190.216 REV G 104,09 n \ \ ", 1�� 11 11 1� . I I. , `- 1, , 11, -1 1, \ I U i � � � , , I ` % , -, ", 1, � I I IN11 I 1, \ "I "I 1, I 1, ", , \ � 1, ;� I � I I I I I " � , , , 11 9-1, � � 111_2 , � -, I " I � \ "'. 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PAD, IS,PHALT", REMOVE "of P4 . ... ...... . .. REMOVE, C /? VEMENT ip/71 _OHP POWER C5A ENL2 STA "MA II0 OLES ENANCE o 17 Ir mv I -,MOVE --RE 6TS 17 POO GATE, & IPOW— SIGA( 0 Ir /I I-0 RLMOVE\ASPHALT t 11ft VtB A 7�, /A WAViEWENT' W'GLIT BANDb� SAWGUT �'�MENT REMOVE, IASPHALT PAVEMENT MENTIIIPp R� IGA IICONC. WALL I71 MOVE`� IUNG�.- REMOVEFIRE !L4 4, 6, REMOVE y EXIST. ROCK OVERHEAD, A )VE BUILDING SHALL POWER LINE B REMOVESTbRM CONC. WALL' REMAIN �P �_x C BRJ[jl8 'E STRL�CTURES MH & ASSOC. PIPES REM-OVE --- --- IST. IIA DS IIREMOVE (4) BOLL �R INN -PAD' S ToW TT0P=_35422­- RICK REMOVE DI I IIREMOVE PORTION OF TOP= 325.92 -Ar B (A)-,-'34-7 79- BUILDING SHA LL 'REMAIN INV' L92 TREES CONC. PAD INV. =323,92 I INLET & i IOUT (D) 34A 4 & STAIRS IT9RING INV- IQT I_10 IT I -,TOP- EXPOS'E"'D PIPE INLE OF"' III2"' REMOVE 15"CONCE, PIPE CONC. PAD REMOVE STORM ALL PIPES 15"CONd. REMOVE -1 B, 31, �� ,,I -, -4 347 81 PROTECT EXIST. — - - -------_- - - ......... . 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T17 IIIII9 cy) REMOVE 00 0 9 IGRAVEL' 0 II0 0 ROAD < z IIBL BL IWICHAljy, CHAIN I0 M b SCALE V=40' RE- V, IIO', IISO 40' 0 W/dH 0 80, I REMOVETREE SAWCUT rO E CD o M U r4 vi r4 E E Lu Lu U M 4� 0 U. uj 0 ce Lu m < _j U 00 0- J — L� Lu 0 C:o r4 (A " __: a - Lu 6- u U) U) .j Lu de e n 04 =) Ln C rj Q) �.o 0 > < Lr) Lri V) r,4 > V) Lu ry CL td - 00 _j c:) Lu ko ui 0 0 Lu > uj Lu u 0 DATE Z) 1214117 0 ummvv IN IDT A. ALLISON DESIGNED BY C. SHIFFLETT- 0 (A CHECKED BY C. KOTARSKI SCALE 1" = 40' I ��,_ b u3 ui 0 P_ :3 37 0 < LLJ > < > F_ n cc z z ui 0 o u 8 (D LLJ 0 —i �c: ui o Ljj :3 0 2 < z 0 Q2i 0 2i cu a- 0 :D C) 0 (D Z 0 2i CL x (D ui 0- 0 2'§ c) . L2 col (D 0 0 -0 JOB NO. 2 37032 W 0 SHEET NO. 0 C2. I ROSION 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. TEMPORARY 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 ENTERING 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 II (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 INSPECTOR. 4. ONCE THE SITE UP HILL FROM THE SEDIMENT BASIN HAS BEEN STABILIZE AND APPROVED BY ESC INSPECTOR 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. 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. MATERIAL 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 RESULTIING 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 STORMWATER 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 II EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. 12/4/17 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. co -1 CD U-1 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, I i° �_ HYDROLOGIC SOIL GROUP: B 13D - CATOCTIN VERY STONY SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL � me p ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS g 0 (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY v o DRAINED, HYDROLOGIC SOIL GROUP: B EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT E 58D - MYERSVILLE SILT LOAM, 15 TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. E O Lu } ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND¢ ui 3: SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) LL o o U. _ Lu0�'i cl� UJ M ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING U 00 z LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. o N W a ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. (D v m d x ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. o a = o MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROLcn = w N z DEVICES IMMEDIATELY. > L O 4O N > SOILS INFORMATION: co -1 CD U-1 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES, 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, I i° �_ HYDROLOGIC SOIL GROUP: B 13D - CATOCTIN VERY STONY SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL � DRAINED, HYDROLOGIC SOIL GROUP: B p 23B - DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 0 23C - DAVIDSON CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELLui o DRAINED, HYDROLOGIC SOIL GROUP: B w 58D - MYERSVILLE SILT LOAM, 15 TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B O 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES, MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, } HYDROLOGIC SOIL GROUP: B 0� 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 • C� DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A LL W z Ir) W z U) a. W 0 o <CZ W > --I / / > o LU z °z w o WJ �/ Q I..L� Lu F" m Z JW Q G H ui 0 z z W � � z 0_ o t5 o ry Lu JOB NO. 37032 SHEET NO. C3.0 Me A PIPE OUTLET CONDITIONS A La PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL 0% - Td %---d SECTION A -A FILTER KEY IN 6"-9"; RECOMMENDED CLOTH FOR ENTIRE PERIMETER SECTION A -A FILTER CLOTH 3do(MIN.) IPE OUTLET TO VELL DEFINED :HANNEL rfr T KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER Sediment Basin design .... , __ ..... € IV- Y WI SPILLWAY 2' WITHOUT CREST OF EMERGENCY SPILLWAY . ..... drainage area (acres) 3.94 DESIGN HIGH WATER basin V{1iUii1CS: (25 -YR. STORM ELF•V.) elevation lift) contour area (Sf), Volurne(cy): 320,MIN , 0 -------- --�---•-_-_ 321. . . 2220 41.1 ... _ RISER CREST 322 2663 90A, DRY' STORAGE - DEWATERING c ETc 323: 31311 1073, WET ° 5T RA,Gf 32325; 3251 29.5; 324 3624 125:1; - .. .. 325 4142 .... _.... .......... .... ..... ........:. .. . ............. •... ,...... .. .._ 2691-4;,.1- SE[AMENT CLEANOUT POINT (" 'WE'T " STORAGE REDUCED. TO 34 CN./ ACRE) ..... wet storage: 264.0- ;design high Water 627-0 dewaterin orif 9 ice elevation (ft) 323.3, top of dam (ft) 628 0; Wet storage provided at this elevation (cy) 268:3 ,top Width of darn (ft) 30 available Volume before cleanout (Gy) (33*ISA) 130_0- f bottom of basin (ft)321 0 cleanout elevation (ft) 322:01 approx. bottom dimensions: 35'X85 distance from cleanout to orifice (ft) (> T) 1.3' upstream face slope= 2:1 , downstream face slope: 3:1 dry storage. : dry storage required (Gy) (67*,DA) 264.0 baffles: Yes principle Spillway crest (ft) 325:0 length of flow, L (ft) 99 dry storage provided at this elevation (cy) 394.5 leffective width, We (ft) 33. diameter of dewatering orifice (in) 3-0 L # We (baffles required if > 21 105 diameter of flexible tubing (in) (orifice+2") 50: collars: ... no .... ... .. runoff: (see Routing in calf. book), depth of water at spillway Crest (ft) 0 C (use 0.45 for bare earth) 0.45` slope of upstream face (Z1) 0 I tc (min) 11x5 slope of barrel (Sb) 01 12Y r 5.0 Q 2yr 8:9 length of barrel in saturated zone (Ls) 0 125 ,r 7,5 Q 25yr .. . 13.3; .._ number collars rewired .. ...... 01 !dirne-nsion Of Collars na principle spillway. available head .(ft) i .0 =emergency spillway' Yes diameter riser (in) 24, bottom width (f#) ' 20: diameter trash rack (in) 24, slope of exist charnel(ft/ft)_ 0-054; barrel length {)'t) 190, _ length of exit channel (ft) 80; _ . 326' NOTES: diamteui r of barrel (in) 10 Crest of spillway (ft) 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. barrel inv. in elevation (ft) 321 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. barrel inv, out elevation ft) 317; 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. OP Ci�)0 OUTLET PROTECTION No Scale SEDIMENT BASIN No Scale 4.5' MIN. TABLE 3.31-B COMPACTED SOIL ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" 18" MIN. FLOW �PLANTING DATES SPECIES RATE (LBS./ACRE) _-� �� -f�VEL CURB INLET SEDIMENT FILTER AnI� IIII'„I II'I„III I„I „I „I III„I III II'I„I SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) _- 4.5' MIN. & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) / TEMPORARY DIVERSION DIKE FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 /'� No Scale (LOLIUM MULTI-FLORUM) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE MAY 1 - AUG. 31 GERMAN MILLET 50 If�l ALONG THE LINE OF STAKES. (SETARIA ITALICA) 6' TS 3.31 GRAVEL FILTER 12" : RUNOFF WATER WIRE MESH "��'� TEMPORARY SEEDING PLANT MATERIALS FILTERED WATER � j Inl No Scale A' FLOW 4" TABLE 3.32-D • • - 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA >., o ,: EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. IT TOTAL LBS. PER ACRE'•'• e' MINIMUM CARE LAWN SEDIMENT COMMERCIAL OR RESIDENTIAL 175-200 LBS. CONCRETE KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% GUTTER 12 CURB INLET %- UI! �� Ip! IMPROVED PERENNIAL RYEGRASS 0-5% �!/ FLOW u�✓� KENTUCKY BLUEGRASS 0-5% GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SHEET FLOW INSTALLATION GENERAL SLOPE (3:1 OR LESS) SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT (PERSPECTIVE VIEW) KENTUCKY 31 FESCUE 128 LBS. CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO /' 3' CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND I FLOW I / MAX. RED TOP GRASS 2 LBS. UNPROTECTED AREAS. SEASONAL NURSE CROP * 20 LBS. A B A \\\ 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) IP 3.07 6 KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS.�I ,1 SEASONAL NURSE CROP * 20 LBS. STORMWATER INLET PROTECTION CROWNVETCH ** 20 LBS. No Scale POINTS A SHOULD BE HIGHER THAN POINT B. 150 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONSSF DRAINAGEWAY INSTALLATION N/A 3.05-2 (FRONT ELEVATION) * USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: SILT FENCE (W/O WIRE SUPPORT) C FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE OT #1 MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET COARSE 18" No Scale MIN. AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE AGGREGA _ 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO NOVEMBER THROUGH FEBRUARY 15TH ........................ WINTER RYE TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. I-1 61 ** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF WAX 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 �= 6 MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE` o INiMLIM oo - M olll 'r of Ll l=, ADDED TO ANY SLOPE OR LOW -MAINTENANCE MIX DURING WARMER FLOW TYPICAL GRAVEL STRUCTURE r -III-11- III-lil SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. -1111-III- - II ,III -111. _ 4- GE) "3.32 COMPACTED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE SOIL THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. PERMANENT SEEDING MIX FOR PIEDMONT AREA�-_ 9901 THE TRENCH. No Scale �IEID DOD ED]�I ��II ��II '' II I i i i- 1 _ 111111 �G / _Ilill FLOW STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION 8' - IIII 1 MINIMUM FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MEXTENSION OF FABRIC AND WIRE INTO THE TRENCH. GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO FILTER FABRIC GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE WIRE= FENCE AS A TREE PROTECTION FENCE, l I1=1 - TP 3.38 WD SSF -I- - I I=1 NO SCALE o 3.11-1 O -1I IH II 11 1 1I 1 1 TREE PROTECTION TEMPORARY RIGHT-OF-WAY DIVERSION SILT FENCE (WITH WIRE SUPPORT) No Scale No Scale No Scale 2 x 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH �0� ■��� FRAME GRATE 2 ACRES OR LESS OF DRAINAGE AREA: �000 9 aYl. Illlrt 1.5 o _ 11[717■ m\■ FRAME ❑nFi: m:: 6', (DOWNSTREAM31 FILTER CLOTH VDOT #1 COARSE AGGREGATE n:- FLOW `�: �'� :�i1:i• •mow ' �.:� :. :=' �-w1 ..•::o: Wit...• .=:� :'.:•...,.- • ...". `i:%::�a•,. 3' �v ti MIN. GATHER �- EXCESS V U AT CORNERS PERSPECTIVE VIEWS i STAKE �,,I� FABRIC IIA MIN. l 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 PERSPECTIVE VIEW METAL (T) OR (U) POSTS TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING PERSPECTIVE VIEW PERSPECTIVE VIEW DD 3.09 CD 3.20 IP CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. 3.07-1 SAF PLASTIC FENCE METAL FENCE 3.10 ROCK CHECK DAM ROCK CHECK DAM STORM DRAIN INLET PROTECTION SAFETY FENCE No Scale No Scale No Scale �No Scale SILT FENCE CULVERT INLET PROTECTION 70' MIN. EXISTING � ENDWALL /- I AI z / 51 //-PAVEMENT * DISTANCE IS 6' FLOW MINIMUM IF FLOW IS TOWARD EMBANKMENT **OPTIONAL STONE COMBINATION **VDOT #3, #357, #5, #56 OR # COARSE AGGREGATE TO REPLACE FENCE IN " HORSESHOE " WHEN VELOCITY OF FLOW IS EXPECTED CULVERT INLET PROTECTION No Scale FILTER ° III'. At �- MOUNTABLE BERM CLOTH (OPTIONAL) EXISTING GROUND SIDE ELEVATION 70' MIN. WASHRACK0' MIN. B (OPTIONAL) 10 - EXISTING 12' MIN. 41I MIN. PAVEMENT VDOT #1 COARSE AGGREGATE B DRAINAGE TO T MIN. POSITIVE *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION TRAPPING DEVICE 3.os-1 I CE 1.2' MIN. 3" MIN. 3" MIN. FILTER CLOTH SECTION A -A 67 `y r REINFORCED CONCRETE DRAIN SPACE 3 02 SECTION B -B STONE CONSTRUCTION ENTRANCE No Scale 12/4/17 M E O O U N U; N � >E LLI °' E LU !< - t U. o LU O <�U� LU M - Lf 7 W rj O N d 's0 nX Ce � C _ LPI c � rn -1 a- d - co J � H Ui 0 (.7 0 I- LiJ w U Q z 0 U) 0 Z 0 I --I a_ U Ln W Z 0 U) U-1 ry DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C, SHIFFLETT CHECKED BY C. KOTARSKI SCALE NIA JOB NO. 37032 SHEET NO. C3.1 3 c: 0 A cl) (D 0 v,_ 0 CONSTRUCTION ENTRANCE 3.02 0 N, UE Yt'v _4 )v C"; �5 /a, T", SILT FENCE 3.05 7 A F 7� �!o,�%._ IONIC A, L X 0 ALI pk� IS 0 k ........... ......... . .... . . . p XX SUPER SILT FENCE 3.05 R 1l, E 1 ei, 6� 35 18' t�v I �i Z L) _j 3.07 c— I'N L_ INLET PROTECTION .. ....... ....... cj. ........................................ .. CULVERT INLET PROTECTION 3.08 ....... .. .. DIVERSION DIKE 3.09 S_ 4, 72 SEDIMENT BASIN 3.14 . ......... CE LIMITS OF OUT N DISTURBA QE_ OUTLET PROTECTION 3.18 7 05 AC SF CHECK DAM 3.20 P E �7 V . .... f . ..... D TEMPORARY SEEDING 3.31 0 D PERMANENT SEEDING 3.32 .. ....... . 0 Ei, > MULCHING 3.35 0 . .. .. .... _ -_ . ..... b I jvlr� �AINAGIE,` DUST CONTROL 3.39 AT 0 ARE DRAINAGE SEDIMENT BASIN "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 3.94 ACRES . ..... 0 .. ....... ...... y ....... .. . Opp- 0 DD D D L4 -A 0 DC DC 10 0 40.r'o A CON'T DD o VE 'PRA NP D c Po' IT[ 0 10, IP )Ooe S F F MITS OF 7�05 AC E TURBANQE �IS SSF SSF TYIP 0 0 tDISTURB. 'GE: 0 7 . O� 24" CMP RISER DC 0, 'Y PRINCIPLE SPILL V* D 0 325.00 /0 DEWATERING )`fZIFICE 0 0 -323.25 o 0 0 0 . . ... .. 01 itSSF 'c� DC 60 ... ... . ...... OP_ or I P . ... . TOP OF DAM.,' �b 328 00 b 0 0 o CLAS Al _0 RIPRAP o 0-1 /M = 6' \N2 = 12' o 0 10" o q,� 0 18" HDPE 0 0 0 2,0'' op ,BAFFL E o/ D D . . .... ... 13 c') SSF 0 TOP OF DAM 328.00 0; SPILUNA�`;tok EMERGE��Y SF 0 CLASS Al RIP RAP.............................. 00 0 0 0 0 0 0 z 0 0 0 SCALE 1"=40' 0 40' 80, 0 0 0 0 0 E 0 u EROSION CONTROL LEGEND k (14 c: < 0 LIMITS OF CLEARING AND GRADING k" > E DRAINAGE DIVIDE % 0 SOIL AREA DIVIDE 0 SAF- SAFETY FENCE 3.01 Lu v,_ 0 CONSTRUCTION ENTRANCE 3.02 0 N, UE Yt'v _4 )v C"; �5 /a, T", SILT FENCE 3.05 7 A F 7� �!o,�%._ IONIC A, L X 0 ALI pk� IS 0 k ........... ......... . .... . . . p XX SUPER SILT FENCE 3.05 R 1l, E 1 ei, 6� 35 18' t�v I �i Z L) _j 3.07 c— I'N L_ INLET PROTECTION .. ....... ....... cj. ........................................ .. CULVERT INLET PROTECTION 3.08 ....... .. .. DIVERSION DIKE 3.09 S_ 4, 72 SEDIMENT BASIN 3.14 . ......... CE LIMITS OF OUT N DISTURBA QE_ OUTLET PROTECTION 3.18 7 05 AC SF CHECK DAM 3.20 P E �7 V . .... f . ..... D TEMPORARY SEEDING 3.31 0 D PERMANENT SEEDING 3.32 .. ....... . 0 Ei, > MULCHING 3.35 0 . .. .. .... _ -_ . ..... b I jvlr� �AINAGIE,` DUST CONTROL 3.39 AT 0 ARE DRAINAGE SEDIMENT BASIN "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER 0 3.94 ACRES . ..... 0 .. ....... ...... y ....... .. . Opp- 0 DD D D L4 -A 0 DC DC 10 0 40.r'o A CON'T DD o VE 'PRA NP D c Po' IT[ 0 10, IP )Ooe S F F MITS OF 7�05 AC E TURBANQE �IS SSF SSF TYIP 0 0 tDISTURB. 'GE: 0 7 . O� 24" CMP RISER DC 0, 'Y PRINCIPLE SPILL V* D 0 325.00 /0 DEWATERING )`fZIFICE 0 0 -323.25 o 0 0 0 . . ... .. 01 itSSF 'c� DC 60 ... ... . ...... OP_ or I P . ... . TOP OF DAM.,' �b 328 00 b 0 0 o CLAS Al _0 RIPRAP o 0-1 /M = 6' \N2 = 12' o 0 10" o q,� 0 18" HDPE 0 0 0 2,0'' op ,BAFFL E o/ D D . . .... ... 13 c') SSF 0 TOP OF DAM 328.00 0; SPILUNA�`;tok EMERGE��Y SF 0 CLASS Al RIP RAP.............................. 00 0 0 0 0 0 0 z 0 0 0 SCALE 1"=40' 0 40' 80, 0 0 0 0 0 E 0 u (14 c: < 0 > E E Lu Lu U. r) U. Lu 0 M 0� Lu = < _j U 00 0 > cg ul rq Lu CL Ba, u 0 > U) .4 �t C9 Lu r) cu > 0 Lri U) > V) ui cl� 00 _j C) ui vi 0 0 W > uj Lu 2! 0 . . . . . DATE V) ZD 1214117 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' 0 m T_ Lij z < n 0; z 0 0 z uj 0 LLI U) 0 z < z 0 co 0 Q� Lu JOB NO. 37032 SHEET No. C3.2 0 a) cm En 0 Z3 a) 'n ID F 0 9? 0 C) :3 0 U) z 0 2 0 Co ca) U) I 0- 0 ::) 0 C) c n, Z 0 2E L x o a) c X a) 0 0 (n L) -0 0 Lo (n cu 70_- 2 cu 0 Ca. a) a) c 0 .= < 2? -0 c < �, -0 - 5 < 1;T �? �? �__ 0 !�, 1�t �! ,= 0 -a 91 75 a_ - 0) �: -a ()� L 11 � I .1 I � I 11 11 1� I '-, \1 I I , � 1, Ri k - , I I � , , � � I " "I � . 1'\ , � 11�,,�,�, I � 11 "" , i , i 1�, \ " � , I , ., I I , I, 1� � I � . - � \ \ \ " " . \ ,'� I 1 � EROSION CONTROL LEGEND "I \ , ,,, \ ,�, I, I" 'i'l i I I If � 41#0 � , 9"', �, "'N 1� I, 1� 1� I � I � \ I ��, \ . I ,�, , , I , f '40, , � 11 I 1;, I 1, . , I '9_1% 11 -, I � I � I � � %, � * " � I I . I � I I I � I � - , 11 " I ;�, , i � i 01 + 1� , It 11 " 1, I _ " � , 'f I � ,\'' 1� \ " w: '147 , 11 I , i �� , I , I I 11 1� � � -1, ,� I I I , � 1, � �', � . . I 40, " \ I � I . 1 , , , I - � N 1� 11", ," � k � ; I , % "'p, ., I � ; 11 f, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LIMITS OF CLEARING AND GRADING - it 0 , � 1, 11 I � � i , , t I � I �, $ 0 \, 11 � I i I , f , .1� \ -, _,, I �, V ,� \, t I � I" , � i � � -1 � 104 . I I 11 11 �' , " I � I _t , I'� - � _� . , I � , I � , i%, - -1 , 0 1, , I - '. , . / � I � I f I '*,M' ,� , -,,-" " , 1; � i i DRAINAGE DIVIDE " CL � 1. 11-1. " � f. " � , I " � 0 \ i � i - i t I . I , I __ � w 1, � - \ I I 1, 11 j � , 10, ­ . \ \ , , , ,,,,, .,� , , / 1� ,I f , � I ; "I ,I ,\ 11 1� _�, , \ 11 �� � I ia I I 0, " \ I I � ws, . " , I I I � I p I %MA'AM= � : wsmavom SOIL AREA DIVIDE - . " , k I I 11 � 1, , , , - Z , I 11 1. \ "I -, , � , , , N, � / 11 � I, , I �11 .� 'I', , 0 11, 1� I ; I " � \ I I 1, 11'� , , I I � � ", �, % ,,�,' -- I I , �'11, .1, I , 1, , I ,� � I -00- `1,1111-1-, 1, 1� 1% .1 , 1%,,� " \' I , , , , k - 0 1� I I � I I, 11 i / 'a �p -, z , , " i 1m'_ I �11 , �, �1, I I'll I v, V, , '' � , ", �_ , ,,,, � ,,, " " � " 11 "', I " I � , "�� " ( , , , I ­ � 1, -1, , I . I', ". , ,,� ,,, - I , I I ", � ", SAF- SAFETY FENCE 3.01 * I ir , I , 0, 1, ,� , I - -, - , I I , 1 �;i, % I , . - ­� "I I I 1, \ \� , ""', ,-,, -'," , " I I � '­ �_ I 1 I � I, , "I ,N "', " .\ 1, � 5 1 ��., 1, " I I I � , , I I � . .... 11 � � % I % , , , �, � , \ I <", I �, r) , , ,�,, E� - I I 11 , � I , 'k- I , , '' \ , , , � -, I � , , F4 ,j , 'Il I , I \ � , " ,;" I ,`\ , \ , \, 1, 1. , \ _ 11 ^ �, F, 1 � 11 \� I , , I 1� I 1, 1� "" � I" I "I 11 0 1 1 1 1 11 11 r-, I , � 1, \ , , , , , I I I ,� I 11 A 11 " . '"' , 1, \., , ", ", I . I I! 1 1 , , I, '. ��,, " 1, I .1 1% \ � , �_., , . I 4 ,, � �,� % "'. , - - I " *15, ., 1 P,�5�4 11�� I , 11 I , " , , � 5 , ��, , _% ,,, I I I - ­ , , , 1, 11 1, . 1, , " �" " "I" 1, , � , � , , ,,, I I , I , ��, ',� , ",\ � I , � , ,�,i . IF, � k , 1, I � 11 � I I " ,�' � - � _-1111-1,1. I V I 1,111 I I - . 11 � � , ,'%"� , " " , I ", , \ " , , I ,,, / , A`P`�, 11 (C E) CONSTRUCTION ENTRANCE 3.02 � � ""k, 11 I �, ., ": , ", , , , �, I / , � " 1, �11� I 0, , 1`,N_ , , 0 1. 1. � 1",,,� - I , , , ,; i� I I �_ - , � I \ , ,;, - __1 '_ , k, � ,�, , 11 ,:�_��11 -1 - Q ", � I _ p _/a/rO 'y' ­�._ ,, -, , �1 I , I � � - , , � � ,&;, ��­ I .,n,f- l' - " �,�, , I I \ I I'll, , I "' ,,, �, , I 'IV J/ 0100 , ,C,-?�,- ,,, - L I 1��?ox 1<�% I � " "" � � '' ', \ "I, I %, , , I I `�, ,, 0 , � � �,,,�,­ I 0,10 \ _ I � - /V �J`l \ � , ` � , "I I '� 11, , �� I � , , - � "I & 11 I , , \ ", �, I �,, "I - ,,, I \ I , ?�J: *I . -1, ` "A " I ��', " � , I I 11 ,1� 1, I , ,�` 4 , , �, I -1 1� , " 1, / , 1_�/�, I , "I I " I " 1� 11 ."I'll' -I -q- �,,­�, 1, , �,,-,,�'i I I r . 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", I ", " 1_� -, "��, , 01111w� i ", , , , 1, \ , I , �,',',,:,\ "', , �, 1,11 , 0 . a �, \ . � I", " � 1, _ ", , - , - ---- � z � \ \ % I "I , , /�, \ I ,,,, ", �i,, , � , I rq ,,,, � , ,,,, ,,, . ��,��_ ____ '­ � I , 11 11 ,­,­ ­�.,­ : ­ � , ,� ", � -_ �,',, � , � ,_1 1�, rq 11, - ", '�,­_%,1.1-7, I """Z, 4, " � � " �, 11 "I ", " I, , � , 0 0, � I I , c: - ,�� ., __ , , �Z'- 0 --, 11.1 I -,�'� ,,, - - -,--- , I " I I 2, U A 1 1 % , , 1, �., ", I., -,,,, ,; � � 1, " " . ; `�, _", ­ ,, " , I., ­=�,:�' �,;i­4, " 'f ,.� -% , , I \ I I " ", I � " , % , , I � i `11� ­ "-,, �'1111 I, " %, vi ­,, , , , , , , % I < _IQ �� '. I _� I �<,, I " �, 'N � " k, N i ,',��_. � ", , r , .1 I j, , 1, , 1, ", � ,� � � � �. � 1�zll --- -1 < I � 11 �"' ��',f . ,�� 1, " , I I " I , � � , , ", " � �1`11 , , 1� 11� " . "'ZI , , �", � I % � , �� 11 0 __1 ____ i 1, , " % - , N , , 1� , , , , 1, it , c \,�� i , It", , "', I I , i `1�1 , , " / ,,,,,-,, "'V 1 �, , , \ I " , ,,Ie,­�, ""N' , "I ,,'11 , I § , - , , i 11 I 11-1 I I I I .1, 11 I I � C, -11, I, 1, I b � " ,,, � -1 ''I E ,- 0- , I 11 , ­ ', , /I � ", , , � . , , ... . F. - .� ,i 1� ., 1, � , � , I %, ­�" - � , _� 11., , - __ ', I ,_ ,­ , ­ I - " , , . , , � I , I � 1". , " I I I I �', "' " , ; , - , � 1� I I 11� % �, , " � '­- I , 1, , , �, I I I ,?;'­;,. ', , -, � ,� � � , , � �, " I, I - , " �,��, � I 111- _,, � , ---- - - ,,, 11 "I -,""I'll" ........ ___1111111.11111 ................. . . .......... . . ­___ , , " , � I % 11 , I , ��,\"'­ "", � , I ", ,'� �, ii� I ,':�", ,,, V I I e E I I ­- " e, ", ,,, I -1 �, -1, r_"11 / \ / � . � "I I ,", I " , 11 \ , \ " I ,� � " , 1, 1, � "I \ ­�,, ��­i 1 � ,,, I �, , . 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I I " � 11, "_�,, 111-, , � - " _ 11 '_", __ � 1'/ / 11_�, I "iN,", I I , \ "'�,�, ', " � " 1, \ ., , , � ,_, ,� 11 , A"I", i I ',�, \ , c) I � � � 11 � 'e", f 1, -, ,� I " \ CULVERT INLET PROTECTION 3.08 �� I ­ � , 1'� 1, I , ", I 1, 1�, 'I- " 1� 1, � , �.�, 1 =74 " , � 1, , I � t! tj 3: , I I ,�, , � � ­ _111 "" , I " I I I -� 1, � I , \ 8 a , I , .. 11 � - , " r I I I ­ I- , �, ", , 1, I',, I, - ", "I 1�­ � " 1��,,:,` � 11 ,,�� A I- , r". � %,6 %\ ,,, I ,,,, , I � - "I 1, V, ,,, , ,, - I � 11 � N -2 , I �' '. � / " 11 - " ! " 1�_ I-- ""Ill �, / I -111-11, I - ­�� �,', � �_�',"__�, __ ,,, " ILI, !�E 11 11 , I __1 - __1 ,;�/ I A, " "', ­_ 'N,i�,, � \ 1, A", �_ 1, " �', I , . 1, ,� , 1'0� " , 1,\'-� � � 1\ I 1, '­ ,�, , , I— - 11 %� , ,� " _/ � � , , , 11 I � ',�'; ,e \ n U. I / ,,, 11%% - I -1, I �,, '�, - -, ,11, � 't , , / �, � 11 i " �k� " / I � " �,�, I , �', % 11 & "', 1, , , -1 I 1 1;4. 1, 11 1, I 1, 1;', '�; 0 ", ! � I � -,, , 11 � , "I I / - I'll �, I I " , , , , �,�t,� \, � 1 ! " , I I �, � , , I ­ -1 11 I - I � �1 I . , , \ ,', ",' , � , / "I,% "' __ I j 1z �,,, -, _ _ - _ , , I ., Lu 0 �a �� - - � , "e""', , � I - - _ _­ I ,,��,, , �' _ , � ", , " \ ,, " � "", I " �'t,-,,i I � " , - 1, ,/ / 1� I "" 1, 11 I I I " � '�',�_ % � , ,; 2 I I cl� uj -= m , , , I I L' I 11 � ,,,,,A I " , ,Z" 1, I / 1, " -, 1� , ,,, A , \ , ; �� , ", ,,� , ,,, , , " , , " ��Ilti L � �1, 11g, �, ". , < ", , / / , , , �, ,\ . ; , �,�, IF - � " � I ill , , , . . 0 1 - I , I . I -� _, I "A , Q_ _j U c� � - 11 I -( -dr,"i ", % I 1,� 1, 1'� ., . \ o 1% � I � ,� - 111.1 \ , N _j - Lr) , I 1 -, '_ - I , i /_ I / Ifill 1, / '�, , , , ,,�� "0 f , \ DIVERSION DIKE 3.09 / � __ _,", 1, � 111� ,_ � "I , il s No " - 1-1 .1-11, ­ I I .11., I _,, , , _ I , I ?" 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(3f-- , t �,, j ,,� ­­ I / I / / � \", -- '-1 , ,,, i \ ,��1,11_��`� / / I'll, i - I , 11 ,) , I , , I , , -, , . _ , '1� ­, " - / �, \ '�11_ , , , -1, I -'S, 0\ � , ',`,,,� a I .� ", c� , 1 ,,, I , ,� f , . 111, ____ - ­ -1-1 ,�_, � "', I I , � I/ , 11 *-.1 _ � , " / / \ " ,,� ', %, , > 2 rq "�'�i�� "" / , , ,� I I 11 -1", - " I ,;e , , SEDIMENT BASIN - ", - ­ ­_ _11, � "I , 3.14 � 1--11 or / -- -1-1 - i i7 I - - ­, ­ "T', � - � 00- I I'll, I'll, ­ - - I ill / , 1, '1� ", I _'L, I 11, 11, , "', f � � i - 11 % I Z I— 4':� �� / -,- ­ 1.1" '111 - � " , � s I 11 � I 1-1 � 1��, " ,� \ N, ' -,, .. - - ...... �,L,, , , , - I - ,I - I- ­ � I . �,�, I I ­ 4 ,o , _ I . � I � 1- _. i ! � 1� ,,, , , r . � vw"', , 11 " - - I— , ­_ 1 DC ­ I .11, ­ , ­ LIMITS OF � I., 11 / \ , � 1. t I _�,,�, I -� x i f, I , I— - I ­ I I", - -W L" ­­­ I I - / "' , � I L, , 1 , I � , , -�V" 3: 0 ( _J? - `1 / N." "', / \ Ill\ I I I - -, - i I I Ir '11 ­ __ ,,, , , ___ \�%'__ I— __ __ - -1 . I */ " �, . � , 'i, �, Z'v,� v " i OUTLET PROTECTION 3.18 i " I, " .1 " - '', ­ , -.1/1 -, I DISTURBANQE- / 11 / Ai4_ irl 1\ 11 11, , ", I 1 q� 11 ,,�,':-�, 11 1, - 11 I ;� - 'LL - %%%W - - "I __ I " ", " 1, I w CL) � j - / f 1�_ I ",\ � I 11, I ­,,;�,'�`_ I 1. � ­ - -1, "' , I " %, I I .- ­ .- __ " I/ - / �11:1_ � ­ '1% / -_ - / \ , " I ,\ 11, I 11� i 1� I 0 < :3 -, I A 7.05 AC ­ ,7, X, I I I , 15- � - I I i I ,.", �`,,, /1, 'd- / , ,.", 11 "�,,, -, k, \ s I - , " ­�`�, - - 11 -_ ­ - , 11'� � 11 ��',',� " /111 I " , " , , I -0iZI, / � V-- I _!�: ­ 1- I- I . - _ \ �­ \ 1, "� 1��, I � �4,1 11 I ri�­ ­ \ ' - '­ - - ,% �, � I--- / , � �, , \ ' - 1.11, " 5, ur) X Zb (N _� / , � %L"", ,� 41 1 - r, , L' I., '_� - - ' V, / _ ­ ", -1 \ I , " �'�; ,� - U > - ­��_"L " r ­ - , ,_ I - , 4 ; " �1' ­ m u - - 11 -1 11, / 'f -1, I- "", ,I `-, It -111, I " ', . --_ ''I ,,,,,, L""' -1 - I" i I , , , , ","� ,� ­,�,�"" !­­ , � �'; L I ". 1Z , - ,�` I , , I " I , , - I , " , 4�4 , CHECK DAM 3.20 f-,"', "I " I , -1 � - - 'N I ,,, , �, ­. 1,1 I , I � �., IL, ,,, , " � �'. �, L = � " � , ­­, "L", .. . ............. � .............. . 1-- I �fl . I—- __ V � , , "" � I I �_ < Lq � " ­_ " , `,O , I _ F, " 11 1 ,,��7, _411 1 ,,, 1� %_ , 1A, �, -, 7� � � ­ I ,"', I � .11, I ,,, I /> , 1, A I ,_'k .. ... .. _1 s Ln i ­ - , ­%, __ I .... .. � __ f - _____ , / � I , �, : \ -1 %, - ' ,�, " - I'll, f - \ � , ' " �:, ' , . "Ill. - 11.1 ,,,, -1 " �, I `�fl 11 , , I " - I � ' �'��' - _�"� , , I 0 M ­ " ,� � ". ,\ Z r*4 ,/ - __ qp, � ,%,� 1; I'll, 1- �, ., , , " I 0 11 . . ,'I I \11,�, , , V) . - - , )11 , � i".'k, , , _ I I ­ -1 ", I- 1 - I_\ --/_._ � 11, 1, I- 1 -, " :5�-% __ " - , , - , , / I ,,, IS - � 11 , �'�' L , , I / I V I -J, -1 N � , , - I �, � / / " - 1_11_"`�," N I c ? ; f . . ... - ", / , i I I , ", � , , , _ -, I , I _', 1.1, '. ,: , a) It � . _1 - %%. " , 11`1_1 , 11, 1� " . I , �, 11, I u I 161-1 I , 1111 , i i � I_ - - I'll I / ,qr , """ , I I , � TEMPORARY SEEDING 3,31 1 ­ I 1-1 ,�� / ft, - I" , , ­ I I "I 1, I , , 1'�,, . 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KOTARSKI 0 00 0 0 0 0 0 I m 0 SCALE 1" = 20' z < I CL �_ Z uj 2: cl. z < 0 i I < 0 - LU > (D > >�' Z F_ - Ljj Z r) 0 < c) I - LL . i I r)" ui_j (D ct� < 2: ce LU ca < V) j I -j 1_� 2: z ui I JOB NO. 37032 SHEET NO. C5.2 16 2 . Ja 6 > 55 2 0 c 1: 0) > 4) 0 4 m I_- 3: a) (1) 0 P� :3 a- >1 IZ m 8 �3 (1) U) �:l (D 2 0 c: � (a = 0 0 52 - w f= m s 0 T 0 = 3� c 00- a) D 0 = 0 -0 or� 2 (D 0- 0) co - z (U 0 22 0 :E c �, �_ CU - E -2 -0 c: , o I U) a- 0 z) L) :) c: Y .2 �D .r ') �: 2: (n U) 0 2 2 CL �5; x Q) :: Q) 0 :5 >, -:5 a) 0 � cl - 2'§ CL m a) ,C_ 2! _2 cn cu .z2 U) 0 c X (D D 'L Q) 0 .rZ = 2 -�5 , C 0 42 0 = 8 a) - E -0 , Iz ,j M -0 6 -o's _�� 'o 'o .S2 L) -0 0 c� U) .2 M M 0 -0 2 c co (n c U) c 0 m 0 0-0 Q) -0 U) 2 a) .- _c: E �_ - cl: L 0 Lri LLJ Lu AA, U) EP Lu ui 377.24 41- Lu EXIST. 376.40 �c' V- . . ..... ui . ......... o TW 371.75 B 365.80 z Lp W 376.13 uj 374.93 EXIST TS 374.78 372.78 ui TW 37M8, LL TIN 337.50 ui BS 368.36 BIN 368.36' 00 .0-00 36480 EXIST. 6,8. 10 TC P S-64.1 1 367.70 TC 362.95 7§ 3(38,.,0Zl TC 363.25 TC 363.25 TC -363.02 WOP 4 M. EX18T. ,' 3 /... , _...... _ `__ __ . „ 365.15 -S . . ..... B 4 3 TS ;1,4.39 360.5 TW 364.15 TC 362.80 EXIST. 89, TC 358.98 BW 360.61 w ------- __ . 364.18 TC 0 TC 359.61 .... ... ... .... 35-8.65--'' 1-b o\' - 6 356.20 TC 8 '3AA,#7AR)K 355.37 TC " -70 359.86 Q5 y!o c . . ... .... TC 9 TC 355.50 359.35 354"96 58.5 EXIST: 355.29 364 355.06�' J 5,450 TC 35 28 1 y 354.0Q 353.50to TC 353 UID. 10 0 TW 353,,$ Pj BW,34,!Yl 5 fi 355.64 TC '354 00,, 3 0 4. TW 342.85 T BW 33505 3 a. 355,� 13 TW 54.40 - -BW'�511.16 45.00 < 0 TC 5465 00. fi - V- -Tt 35 4--. 'M 3-54,20 k -348.72' B ' W 7- 0 10 CP s / •' 2 S 043. 0 U BW 3 31 „3 5.22 342-85 33 5- 354- FW,331 VI BW 326.8536 -BW 3-26-72 o bvv &J, 474 TU 351.26 V1 x ro )< ' XQA 350.10 8,5/, 349.63 S49.92 //'bS 343 -325.29 'X" 325.10 I ti 643 4 X, 325.86 S 336.99 0� S3 f 25 Z)V" TC 348.26 111112.81 ,, 76 rR,,zWEAN�1,'fFl1'VF- PVT, 498 -Q) 4( RENCE LINE SEE SHEET C5.4 mmm " 20 m �y" Elm � I '13S 336.9 44 X. -x X' -,.rc TO TS 340.49 32'S -"l 3 34 ts/A ""'�" / % 349'62 ' /7%9r; BS 340.59 4 1, ', le, TS 344.0 3 6 V TS -336 93" 324.33 % 347.72-/ x vi TC 346.91 34.2 326.26 -N� 7 325.95 5, / 4'�""'ORY P T6 327 29`" E), G 0 0 .... ... P�J%'M 46 FTE a26,;�5 111 ? 0, X /V 1, \ // \.` / / !", 9W 9 00.3 SCALEol bt ,32 f 0 20'320.00 E U r'4 U; N r- 0 E E LUJJ LU > V) LL U. Lu 0 m ns c� = < _j U oo z 0 Lri LLJ Lu AA, U) EP Lu ui 377.24 41- Lu EXIST. 376.40 �c' V- . . ..... ui . ......... o TW 371.75 B 365.80 z Lp W 376.13 uj 374.93 EXIST TS 374.78 372.78 ui TW 37M8, LL TIN 337.50 ui BS 368.36 BIN 368.36' 00 .0-00 36480 EXIST. 6,8. 10 TC P S-64.1 1 367.70 TC 362.95 7§ 3(38,.,0Zl TC 363.25 TC 363.25 TC -363.02 WOP 4 M. EX18T. ,' 3 /... , _...... _ `__ __ . „ 365.15 -S . . ..... B 4 3 TS ;1,4.39 360.5 TW 364.15 TC 362.80 EXIST. 89, TC 358.98 BW 360.61 w ------- __ . 364.18 TC 0 TC 359.61 .... ... ... .... 35-8.65--'' 1-b o\' - 6 356.20 TC 8 '3AA,#7AR)K 355.37 TC " -70 359.86 Q5 y!o c . . ... .... TC 9 TC 355.50 359.35 354"96 58.5 EXIST: 355.29 364 355.06�' J 5,450 TC 35 28 1 y 354.0Q 353.50to TC 353 UID. 10 0 TW 353,,$ Pj BW,34,!Yl 5 fi 355.64 TC '354 00,, 3 0 4. TW 342.85 T BW 33505 3 a. 355,� 13 TW 54.40 - -BW'�511.16 45.00 < 0 TC 5465 00. fi - V- -Tt 35 4--. 'M 3-54,20 k -348.72' B ' W 7- 0 10 CP s / •' 2 S 043. 0 U BW 3 31 „3 5.22 342-85 33 5- 354- FW,331 VI BW 326.8536 -BW 3-26-72 o bvv &J, 474 TU 351.26 V1 x ro )< ' XQA 350.10 8,5/, 349.63 S49.92 //'bS 343 -325.29 'X" 325.10 I ti 643 4 X, 325.86 S 336.99 0� S3 f 25 Z)V" TC 348.26 111112.81 ,, 76 rR,,zWEAN�1,'fFl1'VF- PVT, 498 -Q) 4( RENCE LINE SEE SHEET C5.4 mmm " 20 m �y" Elm � I '13S 336.9 44 X. -x X' -,.rc TO TS 340.49 32'S -"l 3 34 ts/A ""'�" / % 349'62 ' /7%9r; BS 340.59 4 1, ', le, TS 344.0 3 6 V TS -336 93" 324.33 % 347.72-/ x vi TC 346.91 34.2 326.26 -N� 7 325.95 5, / 4'�""'ORY P T6 327 29`" E), G 0 0 .... ... P�J%'M 46 FTE a26,;�5 111 ? 0, X /V 1, \ // \.` / / !", 9W 9 00.3 SCALEol bt ,32 f 0 20'320.00 E U r'4 U; N r- 0 E E LUJJ LU > V) LL U. Lu 0 m c� = < _j U oo z CLLLA -j 1-4 0 C) re > C:) rq a - Yl (D Lu o U U) -1 LL LU r) 73d, cn C: rq 0.''.0 71 > Ln 0 c Lr; 0 rj > U) LU ry 00 -j C) LLJ � F- V) O O O LU > w w m < u r) 0 DATE (D >- nnAIAINI BY A. ALLISON DESIGNED BY C. SHIFFLETT- CHECKED BY C. KOTARSKI SCALE •1"=20' JOB NO. 37032 SHEET NO. C5.3 % 351.26 3 k REFERENICE LIME - SEE SHEET C5.3 X, lk u 34965 W 350.10 22 '4/ /TS- - 349.63 349.92 0 '63. 327.16" 4S343.51 9 M, \Zx" / z. 325.10 16343.4 X 325.86 k 4S336.99 �A � - 1 -1 N- 2��I"" TCG 348.26336.9 352.64 /X 32'�R/l 3 348`76 Tru TS 340.4.q B / I TC 'S -(3 1 4e 347.95 BS 340.59 X' < q49'62 A X If oc TS 344. ? T N" 347.72 'X61 -Z 4, 3 Ti- UA'\ '4 A AN / TC 346.91 -326.26r. N, X" XZ 86, 3,968 1-71-A Al (f \< , e X 325.95 K ol V' Td'132 A., 34,6.81 7' "J X, /lk AV 2" 46 0 1, - BF'E, '14,2V #W'�29`006 0 TW 354.39' 'BW 346.00 -,2 5 2SI, I, 320. 0 og r X 0 �346 75 QW k8.00 '\ ' C 743 326.05 ,` F' / r s,"a`` , -,r - r /' *.,,y ,4 ; `.4•.. :,, °° N D(r V 0 Ilk 326.43 \. 6, ` X25.57 ADA ACCESS RAMP 0 7 AR, 3k`13 f 344 k 326.20 rc 324.33 TS 326.05 to DATE BS 325.57 > ::D 1214117 TW 352.210( OR', TC 327,�20�-- EXIST. ENTRANCE 315.00 0 Di"P)o 3�4,,�4 x �40 BW 344,40 8 31 �"38 cb' A. ALLISON RETAINING WALL BW �2�.50 "FE' 5'l "-0 13 WITH SAFETY RAIL C 824.70DESIGNED BY CONC, L C. SHIFFLETT 0 TOP CHECKED BY -325.5 'X^x~ k Lo C. KOTARSKI T 324.61 0 SCALE oll/ 0 Dt C 342- 0 1 20' FhPE E 323,44 32316 BW 323.20 -- TC 325.22 'W 0 0 0 326. 0 cf) 9 LU LJJ co CL TC 340/90--- 247 A 0 """'N' oul Lli �l 0, 17 TC 341.04 6 F'j "WD U) ui G. METER TW 347.441 6" AV D TC 322.54 'W341 �54 TC 340 RIVER STQNE',biA]PI4,RAGM. PROPOSED 1,00-YRl, TC 320.30 18" DEPTF(. z f 14,1, FLOODPLAIN 0 TS 3,16.5'0 , Lij TC 334.74 c/) '13S 31,50 ry 5. 33 .83 9 Tt 3 uj 31 5�x 0, B8 318.90 LL' cl) 0 TWa 4. T 31.63 5/ LU TS 315.00 7C 337.5 /* 0 cj� TC D UJ > ( v'g330� X P TSTS 317 18 ; z TS 31 .00 ti.b4 LIJ co Bs 343.05 u 54 1TSS314.50 LU fl� 323.89 16.18 4 TC 32 93 0 0 J r �. C J ♦WALE F LU CP 336.76 TW 315.50 4 Y ET / �RAILING 22.34 TS 3 BW 313.50 5.30 0 Q 0 A L f TC 329.57 TC 32 .0 D TC 329.77r' . / �' TC 329. EW 1 8 ui z i r TC 330.02 C3 5. ',98 C5.5 329 +98 8 0 f TC 330.00 "p co Q c\( � c 24" .b,EPTH 0 IRJP RAP cl) W % 00 = 24' L T5 0 b' z C5.4 o' 0 JOB NO. 0 0 0 0 SCALE 1"=;ml 37032 020'/ 4 SHEET NO. Id C5.4 -0 50 0 � 2(3 U) z opE U) 0 D X is 2 o m U) X C 0 I-- E AA 44� CLINT W� 12/4/17 -woo M E U c: ,3 E LU 4-� > LU ami :< LL LL -�le rl Lu j -a Ln cc,) Lu 4 or- x LU ul > U) 0 r'4 if) LU 00-j CD ui 0 (D 0 w > WW U 0 TS 326.05 to DATE BS 325.57 > ::D 1214117 TW 352.210( OR', TC 327,�20�-- EXIST. ENTRANCE 315.00 0 Di"P)o 3�4,,�4 x �40 BW 344,40 8 31 �"38 cb' A. ALLISON RETAINING WALL BW �2�.50 "FE' 5'l "-0 13 WITH SAFETY RAIL C 824.70DESIGNED BY CONC, L C. SHIFFLETT 0 TOP CHECKED BY -325.5 'X^x~ k Lo C. KOTARSKI T 324.61 0 SCALE oll/ 0 Dt C 342- 0 1 20' FhPE E 323,44 32316 BW 323.20 -- TC 325.22 'W 0 0 0 326. 0 cf) 9 LU LJJ co CL TC 340/90--- 247 A 0 """'N' oul Lli �l 0, 17 TC 341.04 6 F'j "WD U) ui G. METER TW 347.441 6" AV D TC 322.54 'W341 �54 TC 340 RIVER STQNE',biA]PI4,RAGM. 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SHIFFLETT I CHECKED BY C. KOTARSKI SCALE 1 " = 20' 71, < .j Z r) < _3 n �- co ;7 �-- 0 uj r 2: (/) 0. F- 0 0- .j < U) LLJ > (D > � z 77 UJ ) 0 0 < 0 u UJ LL LLJ -C�j 0 < 7 Q� LU M _j (1) < _j .j p... i 2: Fp� 1� JOB NO. 37032 SHEET NO. C5.5 5 E :3 n - a) ? (n = F) a: 1_� (1) > (1) 0 �2 M c ?; (3) 8 (D P_ =; ID� >1 c ! 0 � (1) V) :3 (1) 2 . f: � cu = U) U = M r_ (z 0. Z_ - 0 (1) 0 = ?: = a EL a) D U = 0 a ct� 2 (D CL 20 z wo 2 2E 0 :�E c: :-,, �- CU - E -2 -0 c: c: (D co U) c: a- 0 :D 0 C) c: D� .2 0 'r- ') 3: Z (n (n 0 2 2 CL ;� x a) �- , 0 �E >, -:5 t- 0 a) 6.:�� E 3: Q_ 1) 4) .E_ .�� _2 ch M � U) 0 c: x o a) a) '6 _F 2 2 Z cu c 0 ,2 0 c: 8 (U E :,6: :5 cu 0 0 ,:ii ,, .s; 0 2-0 . L'a E 0 0 c� (n 0 (n w . t3 -0 2 c M (n (n c c: 0 _T 0 a .0 a) _0 w 2 a) . _f-_ LE �_ - c 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 w $ } q t t 4r11 . '9'v tt �, t .P" C5 d f i '`e 'tt , > ; 3 -1 w, a „. ^ �:. 11 f ".. w,�. ..", J , >.:. , ...',' ¢-> �', 0 ': s r"%✓ ✓ rlt "°m.'^. df '"^ \,.. , tit, ''+,'.', k ;"I ,,# ;'f $ r tf j _. rt , . a.. r ...,,. i a?t...,.. ,. ',� r'. II, ` // �' ✓Ill ; I q Y „ . ..>.. p '., ', ,t,, "0.y,<'. Ci, l...ss b` { �" :�'a -:'i ,/` , a, t'.. r .r l �. , .t 4 ,.,.;, �i .>; er, 4 % \a.. 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L, ;i ja` I/ / / ' .% °0.ke ti F', y,J .r/„c„' <� l/ '`'a , >'ai ;if: %.,F ;>%i ;r e' SCALE 1 -$0 c; r;;r a> )['I ,� /,,° ✓ ;a,F ° /; y /' MOM c a { ' f, SCALE 1"=80' a / 0 _ 0 80' 160' 0. r C 0 _ , 0 80' 160' / POST DEVELOPED 3 ;t, PRE DEVELOPED 0 ° F t f / /rl / 9 > ry C,3 t; (f ,; r F ', ,'`1' / > ` . ,,,s° a C t, IN:' , 0ME 0) o N c: >E Lu eE �v w� Q LL ❑ LL o ro wO ma,-, aJ U mm w J - Lti N ,j L7 W ( d Z H _ 3:�U7X Q a" U- 0 ❑ oc :, ,� M X . N �U' Ln F_¢ C Ln O 6j i, N N L r') n-- d- 00 J C) W ko h z 0 Q u U] Lu Z O V) H > LU ry DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1r'=80, Z J Q. W Z 0 L 1 Z. 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" " -�" NUMBER i ; �z " " , 'i I ' I / ' , , " '. . , I / '/ "- '; \ \ 1/ i / " � / ? / / /' � 11 I/ , " / / 11�11 ' ' � � � , "I I I ' / / " f / "I I "I 11-1 - � " "� " I ' , " ­ , � I , " I ' i / "l I ­ 11 i / 11 � I/ / / � /� /� " , �' I \ ,,, , � � / �'?' / 11 " 1 � / / i , - " � / I � �' I 11 , I � , , ,I , , , , I ", / ' ommmm 1114%� � � , , I I / '/ -%-'-� ? m DRAINAGE DIVIDE 0 ' \ - I , . � I rI , ill I j , , " , / / " , , , / � / " I 11 I , , "' // "I / / � , "I �' Ill I / , 11 < 1 , / 1-1 " � I ,I � / I i / I / -" f --1/ ' " ," / ,1 , 11 � ,1 ".1 , � J I / I I l" 1 , '� I / �' z " I I C. I i � " � 11 / 11" I , / I I " �' ,l � I / c I I � ,,, � l , , / / / / , / , '/ -' - I , , I I "I I I" ,yea`n � '/ I . i I 11 x 11 I I f I , ' l , '� j f � , "', �' / �' " i1� %�% I �' I ,I I " � � / / "� , , ' ' I ; � " � � � i I / 11 I " / � /il "" / I ' " �' -1 �� �- 4%� ' ' � ' i� I / ,,, , , /' ' / " ' ' / " , , ,,, ,,, , // I I " " -1 / �" / I " ; � � / , � " "' �' �' ':' I /-- -- - I * I , ,,, / " SCALE 1"=40' 11 I/ 11 I I F-- �' " " I / I - I "I , ' 11�1 I/ l Il - ',4� -� I 1! �' I , / '/' / '� " , � / 1, '. I 11 � " 0 40' 80' 1 / "'I i , , � I , " " ", " � ," / / ,,, - " '- I I / , " I //13� " f I / // I', ' ' � � /�' � I / � / / ", // 11� " '// /' ,/' , 11 " , # ' i I "/",, "'� / , I , , " -/` �l "I I I I , / I/ /' . , "I /' "� " '� �' / 11 /. �j 11, ' le , ,,, / " / z' / , , �� 111"., E DESIGNED BY D D 0 C. SHIFFLET M U cl� N "i C. KOTARSK N c: I :D 0 >0 0 e EE 0 m - 9 V) w 3� tU 1-4 E LL -W 1 }: n LL 0 r_1' (D Lu 0 � a c� = M < _LU j U 00 z LU -j - vi " 0 > oo' 0 3 rq I-- a - U) rq 4 CL (-9 uj z �- B !;! � c� F- -±i :5. W U) ^ u U) �i� 6 �� LU r-) 04 :3 ,I- c c r,j X '>v z .� u 'D = < u! 0 � r- Lr) c Lr) � "> � V) I LLJ L- M "j - Q� co -j kDc:) uj �- U) DESIGNED BY C. SHIFFLET cl� so C. KOTARSK 0 :D 0 1 " =4 0' 0 0 9 I = (D =) 0 Q� �- L ui > W w� - = < u 0 < 2! DATE U) > � 1214117 0 DRAWN BY >- 1 A. ALLISON 0 DESIGNED BY C. SHIFFLET CHECKED BY so C. KOTARSK 0 SCALE 0 1 " =4 0' 0 9 I 0 I I ; 0 m 41 JOB NO. 37032 SHEET NO. C6.1 - 0 c 5 0 6 to zy C5 C If N > N 0 4 m L- �: (L) Eb 0 2- :3 CL T c 2 0 0 7 W 15 , - '(z = ,j) a L- m CL s - 0 2 0 = 3: I-- - . Q=) 50 0 a' E (D cl °' z U) (D 0 0 - :E C) C 2E m �- 2 t -0 C , Q) CU U) c: a. 0 =' 0 2) c i a) t� j - Z V) o 11) 2 � CL 5 x �- - (D o �F t-1 0 2(D a '§ 0-11 a) .E - .? (n -2 cu = ') 0 x = 0 . 2 Q) 0 f; p T -:'�- m 1 �2 o r - a) '2 E -a :3 C L) M -0 6 c: -0 :6 a) � m .6-0 0 ci ch �o U) M 0 -a 2 I -- CU V) N m 0 7EL 2 a) -0 a)(n 2 - -c- E �- - C O UY Q N C Q Q Q h (h O ti O N N C Q. CP .O z r a z 0 Q LU LL LL D CO Q W I— M E O o U N m r4 a' } E E LU Q � 4.1 +1 LL o LU 0 ¢�_jU00 z i — L'i LU N O 0 LCL >O rj C7 W �- v z .L- 3�:O �x U) Ca :� LU o U) = N z _"¢° o �v N W V) M GO J O W U) O 2 O 0 i1J > LJJ W 0 Q z O r~ Z) O 00 Q z ' • � i ,' � � , r"°� ; 3. SCALE 1"=40' •r, ,<i { '6p ' /f' / ��/ '' 0 40' 80' DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40' JOB NO. 37032 SHEET NO. C6.2 a' 00 Q z ' • � i ,' � � , r"°� ; 3. SCALE 1"=40' •r, ,<i { '6p ' /f' / ��/ '' 0 40' 80' DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40' JOB NO. 37032 SHEET NO. C6.2 134: Di -313 6 ft Throat STA 10+00.00 TOP 364.17 INV OUT 356.00 (133) 365 8" PVC WATERLINE 133 38.42' OF 12" HDPE @ 0.50% 0 L 335 f 0 M O � r � CD 00 Lf) 00 00 co co + O LO �- O co Z O Q 0- - co F_ 0Z Z PROP. GRADE 1' MIN " 131 77.01' OF 12" HDPE @ 8.78% OL G -N 0 _r_r � j - M O0 67 N v u7 - N O N CD COcc:D) ti co N M M N r M �- h f) N M O V M 00 LO_: M M w- O r �p N t coo Iq p + 6M �- �p p (N . q C) OCD tet' co r CO Cp rci r M _ C)r r to MZ Ned CO co N 10 o<O> O > cordz (U O ��coZ_, (63f�I MCO Z z ��O> > 0 Qa - O rcr�l-Z zz►-0>,> > r z z U) , 365 EXIST. I GRADE s 129 70.65' 0 F 12" HDPE @ 4.76% E 0. 12 7 � §& 50.18' OF } 15" HDPE @ 0.50% 9+50 10+00 11+00 12+00 STR 134 - STR 126 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 5 ITIN 355 350 PROP. GRADE 0 50 PROFILE SCALE i4 N O V � Lr� _ r (.0 c M U�07M QOM d Q Q C,jU~)PZ 350 EXIST. GRADE 345 PROP. GRADE 340 335 121 70.57' OF 15" HDPE @ 0.50% c co 0 r O N N N o OU- OrCD00 q. N ca (0 Lo M c� ++ N M F- ❑'AZZ O � 0 > > > rcoPz z z 350 345 Me 335 32 345 M 5 11 325 1 310 r 0 O r v 0 M tf) co y - (D "= r CD LO Np d r I. . Lr) N CD O N CD COcc:D) ti co L, r (0� O r M C7 +OM F-- N+ o-Mp o�MZ (D M cNo M � p Z Z �E-O> ®�O» > > r��z co P- Z z z EXIST. GRADE E\ PROP. GRADE --- 113 86.90' O F 12" HDPE @ 0.50% 340 335 330 325 320 315 10 13+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 STR 122 - STR 120 STR 114 - STR 110 STR 108 - STR 106 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1"=5 O O r 0 r CO IO r r Z_ Z_ Z Z � O M CD O m N CD �` U) U) (!i U) O O O- M F- 6-, i` co Q Q Q Q m CoM 0 N+ cor N r m .,-, N+ L6 N M M M o r ' o ANN r co Z Z Z O <Q CD aQ r aQ �Q I rN MO N rU)Oz �U)OZZZ Z a� m � N Qui "� O0co "N -� `- co ��ooM 00 345 345 Iq Q Q p O QJ Q f9 � j O J U 00 O J (D Lo ~ O� O M co 00 Lo Ln 00 co �'OCDM (0 cli rYCD-Z0 Co �M.-6) co } Q-'r�d� co moOO� mm C)cy) co Z J+ J+ M Z Q+ Lo M ~ z¢+ N co ~ Q M Z M Z Z Q N� (D N S O N N� N- M Z Z � CO Z O a. -- r UrMO r UrMZ O r U _ Q U �— O co > O�0> > > O �Qd 00 �¢�> > CD � -0> > ¢Q> > r�QZ Z eco Z Z CiU)�z UU)�Z Z UU)PZ z UCAI-z Z r(nH- - 340 340 340 340 EXIST. (; 4 GRADE � � E E 335f� 335 335 I 335 .... _..._...._...,...,...._. _.._______._._.._...._..___..........___ __.................._.___.___.____ EXIST. \v,__ GRADE E .,. ................................................................... ,,.,._.....,................... E....,.,.,..........,.. E 330 330330.___._._...._.330 __ ___ _. __ __..,...... __ _ _.......... ,. __ m .............__... ____..._._..___ ____........ I PROP. E PROP. IGRADE IGRADE 1 � i 32_5 f .__._..._......., r __..._....., {jf� ................. _ ....,.,,.,,,,,,,,...._.... f€ 3255 3 _.. 1' MIN;VMIN MI fl` M E 4 � � 320 _ _ ._..._ _____._._ __ _ _ _ m_m320 320 320 .....,,,...............___.�.._ . _„ __, _,,,. ..,.,.,,....,.._,.,,....µ...,.,...._�.........,......,,..,,.,,.,.,. _ ____......-- 145 111 --._._ 149 073.71' OFA I 63.35' OF I 70.36' OF 12" HDP ;,� � 12' HDPE 12 HDPE I @ 0.50%� E @ 0.50% @ 0-50% ___._... _ _..._..._ _... ..---- 315 315 315 315 147 E VC I 8 PVC43 m ,..._ __ __........_.. �_.. 2" PVC 63.90' OF 73.50' OF WATERLINE WATERLINE E WATERLINE 92 01'10F 18" HIDPE' 12 HDPE '15" HDPE i @ 0..501°' € ( @ 0.50°10 E f @ 0.50% 310 310 310 1 310 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 11+50 STR 150 - STR 116 STR 112 - STR 110 HORIZ SCALE: 1"=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 z ; LNa „i> NA0 12/4/17 M E O O O U N � N � E w E Lu <M 41U. 3 o Lu 0= Lu fu Z Lu H -,i � > c) �- uLu a �O �x v Lu J w Ln Q] ¢� O c LC; H s�JI N w M ry a .fi O`0 J vi O 0 W > w w � 2 Q U p Q z O DATE Z) 1214117 0 >- DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT • CHECKED BY ! C. KOTARSKI SCALE ! AS SHOWN o CL N U) 2 U c o J 0 0 zLLcu W O� o Q 0 0 ] \ � '. 1 I N a� s j LLJ o U) �- cu >cu uj Z � O =_ Cuomo w W Q w 70 l0 O V 4 Z wpc G O a� c',N a o o= r� z 02 WCL x o:5 A o 0 (� j' cL o 0 Q ?c Ncu U n �_ o O U L i Q7 N t6 O O � U N E 7 � U (4 o a .5 U .JOB NO. o c .- B U 37032 ct u_ _� U SHEET NO. a o C7.0 v.2 O CD M r "g O O r. r (B _ F (� M M ppss r LS7 O r Or OM s to a 1 T > > > c� O O Z z O 0 - Lo U I.n r r U) I-- --- 1 2/T/1 1 U COV ULo 1 0 ' 41 O 1 _CO r cm O 07 _2 � � O � co d m 0 (D CO m� O r CO _ _ _ _ _ _ _ _ �1 OHO a ODM �' r r- M In (� M "J _� (u __� O ((u N ^ NrM NrMZ O O O r ti O O N (B ^ r O r O r co tf) O O O r M E Q �- Q O i- C M I` �(7 L tt) l (N�r OL r M L O I`` v L r r r L 1� d� _N CN_ O O rCnOz �U) Z r H ��Qc) �- co H X07 �� yr b �- v�O �- ---Lo � 0 o r N N 0 355 r Cn - 355 y O CO u(9, N LO � � O r �- r O � � O O 1 N ,+- N co 6, � � rr in r � � to � r � '- m O C O O 00 cO O Ln M T O M CO CO Oj to O O 't CO `- M t1 °0 COO O M CO � i(7 NCO r r cJ r CO t(7 O Q O t.f) Co CO O r M CO CO N O r CD CO (O �- �. ^� E OMM co(oIn "T coM Nr M m0d'CO M r -CO Lo q M MLL7 Lf) co co m l�-07 r M �r r- CO M .r MNr m 0 CO M Co01 N N Co M co m 0 a% N r (V O a r N r m M r r M O Q j E M+M� CD U� d d M+Lo M N coM M[ N+O I- + M M M M t CO i— M OLo� QrMz z � + M co ' MIq ' 'IT M � ' AMM M rM = FNM co tic = - v coQr__ O [,]r-Mz z o O 0 - MZ Z QrMz Z O l� Z Z Z O Qr'MZ Z O W r z h W > Q0 -O �Q° » > n -- O Qc>_z Qa -- O �Qll ®Qa'»> > �Qd o Q�> F- N N.rtrtF-O> M~/�OLz Z_ Z �`� » > NI/-�O> > /_0>> > _gyp» > rl/-�Oz z z z o�f-/-�O> > > o /--0> < r!!1 L Z r VJ r -//� O Z Z Z r VJ Z r VJ Z Z z r U) P Z Z Z r Vl l� V/ Z Z Z r VJ LJ p 365 VJrJJ --- — --- -- -- 365 �M a J U 00 z jj 3 i iJuj ~tf � cn Lri a_ : E f 4� F E w E rY a 1 E : : 360 : , 360 .._..._ _._._._....._._._._..._..�...__.._.__________....._.._._",__�.�...._.__......._.__._____......�.._. ____.... ...._..__"__..______.__........�......._."._._._.____�_ _...._.__"._._ � � STORM SEWER PIPES v > O i i = ¢ Ln TO CONNECT TO BUILDING DRAINAGE w SYSTEM PROP. ; r GRADE _ 355 CO _j f E C) w s 355 E _. �..... _...� � �.........�_,_._,.�_....�..___ __ ______. _�._______�._.......______._____._.".�. _......_..__.................." _._".�._.___._ _.....,._ _._._."._ ____________._.__.... _. _._._.._. � E i f EE f £ IIf 1 t I a ui O i i __...__.. ...... � 350 __ . __....__._ __......... _._ __ __ _ ___ _.____...... _". _______..__..____........___..,.........__________..__ _ ___._.__.. 350 (D _. "______..."...".....__._ , g __...._._...._,..._____..._ _ _ _._.___._... " ____.._...__. _.W ............._".__"".__________ j 1 M IN O 1 E i f E o { "RicI 1 1' MIN Lu I 345 = 345 _____ ______ _.__"_.__.............___._..._._."........................_._....._._._"._. ___._....__,. _._ ___._.......,_,_,.._.,________ _ .,,,._",",....,".wW...........................--- .. f_._......,w_ ...... ._... __.,.._.W .,µ.,......._,w__._... _______ __.,,.,..,... ._._.,__....._._,,,,,._ µµµ",_: .. ______ __w.. .,...,....,,.,_.m. .._.._......�____ _ ;_.__„„„„,„._.�..w.�.........�......__.,,.,.... £.._..,, , ......_._.....,.�_........... �.__..„,..,.,_.._W..........,.,,...,.,..,_...... E,_µ....____...___............ ._._ 1 t� Q i I O DATE 1141 1 3 > 116.56' OF 2" PVC E 3 12" HOPE WATERLINE `, 1 340 � 12/4/17 340 I ___.____.___........ ;_...._...." ____.". _.__......._._ _."__ _._._ ._ . _.__.__._...._..._..___....___, __µ__ ____._.........". 9+50 10+00 11+00 11+50 135 STR 154 - EXIST. BUILDING 136.32'OF 2" PVC ' ��~ A. ALLISON 1 HORIZ SCALE: 1"=50' j ! 15" HDPE WAlRLINE 87�2Sf j PROP. DESIGNED BY i 1.83 /° f 2 G ADE „ iR VERT SCALE: 1 -5 1 / 18 yp _ _._.,.".___.__, _______ _",_._,_ _ ._ _ _, 335 335 F'' _____ .,._ ..u...,..... ____ ___.__..._ .. " ____ _._..__...___ _. ______ , _____ ....,.,____..._..______.._ __ ____,..._._" ,_.___ W..___,.._ ................ _" _. __. _" ____..__.____..._._....,_. _.____._. C. SHIFFLE'TT o co m i>3 EX=IST. F i CHECKED BY 0 G o r r� GRADE 1 8 PVC Q0 j WATERLINE l C. KOTARSKI o "m c0 1 123 1 , CO O w c "- o "- i� (" '1' i 67.20'OF 330 SCALE OO COr CO � O Lo 330 i ___ ,,,,,_.,,_, __ ____......._ g_.____,.__,,,,,, __.._ _ g------------------ ._._._., m rn o o M c0___..____._. ______._. 1 °N°�v 1— m+Q�� co 3 18"H PE co D��zp o�mzz i @3.0:0% AS SHOWN O i tQ- z comQ0> > i���>> > i j J EXIST. , U) F— U) F- z rfn�Z Z Z I — E GRADE 365 365 __. „_..,..... _....__.._._._________ � 325 ' ___.. ________..____." _. __ ._... _... . __..._ _....._.....,"_.___..........._"._"._______..__"...._.__..""_.___._._...__....__......_._._._ _..__... _"...... _____......____._.._______ �._. _.__W__.....�"._._._..�.._.... _"..... E f.. . 325 119 E 1ta f 91.81' OF i j E 18" HDPE z @ 3.50°I° ! 360 360 _ ___ __._"__ _ ____________......_.".___._..._........_...__._._.._.. _ ____________________ _ ___..___..._...___w---- _...._.. ___...._ _ _... ,.._._.._.__ __..__...._..._._. 320 _ "___ .._.._. ____ _._.",_._. ."_. _._."._.,...___._r...._____ ____ ___........._._..___ _..__.._...__._._..._.__.._..__ _.._____. ---3 320 EXIST ( 1 GRADE PROP. t 2 GRADE , 3 W 9 ' t $ '. a a 355 E E 315 355 _ ____________ t ` '1.1.5..._...._. _ _.___... .�. �. _.,_,.. _....... _ .._.__._M...,_ __ __ _�__ i _ �.�.�_._._... _. __na_m..��315 f - _______. ____.._"....._....__ _.,_,_____. ".�,..__."".�. _._. __.........__"_,"._ _ .�."._..______ - E 68.00' OF k l ! 24" HDPE 1pS�LLj @ 1.00% 109 1>8 1 f ry i 70.23' OF 24„yS'OF ; s n I _ 24” HDPE @q ppF £ p 1 i 2. E r4% 350 350 _ _ __._.......,_.. _.__... _.._."._."..._._. _.. .._,....m 310 _________._._....._._._.. E E 310 _ ui E Y 3 139 69.99' OF _ W 12" HDPE <C i W > r @ 2.66% 1 f 305 345 0 ' ____ _"._. _ ....... �...,...__.._._-,................ 345 ____,.._._______ ______". ;w __.____............________.."__, .___."._. ,_ __.._,_ ,_.__..._"._._.._...._ _..__,....."..____. "_.___._._._._._._;_._ .".___ ____...., g_.,. m.m ._..wn.. g _N 305 1 _.__ w_____..._.___ _".W _ �__..._.............._"___.____".....,...__..._.....".___......._.."_. __..._...._".".___.._. i 137 CLASS 1 z 1 1 uj ry 56.55' OF s F 101 RIP RAP 12" HDPE i 32.73' OF U U D 3 ? 3 as i @ 8.15/° 6" PVC ;24 HDPE !LI }— S ° i i O f J s 1' MIN` WATERLINE __.. @ 15. { 340 340 1 E I __.__ _ _. 00 _ ____......._.__ _______ __"._._ __________....._,__"___...._...__..,._._._.."............._... __"._____¢_�._....,....... "._._..,._w_...wW". 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STA 10+76.33 rn FLOOD TOP 312.10 LIAIV m WALL INV IN 307.29 (303)joTT �U IF. ft� ^ r INV IN 306.56 (305), w.. Q N N INV OUT 302.83 (301) A d' � j Ar 222:24" NYLOPLAST BASIN D N N O LO 320 320 12/4/17 CIRCULAR GRATELOco j on w m STA 10+00.00 z 0 00y 304:24" NYLOPLAST BASIN -\ �s TOP 341.00 00 `co `' CD :D CIRCULAR GRATE ' INV OUT 337.00 (221) o Q n z O STA 10+00.00 PROP. r U~0z z z TOP 313.00 Nv��I-_ J 'GRADE 350 350 INV OUT 308.50 (303) 315 315 E _. C7 O rq EXIST. > o p ? 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I 32032.0 GRADE i PROP I 0 GRADE; 219 0 50 $5.85' OF`,x __.._._.______340 PRO ILE SCALE 325 325 340 _ __,...._.._._...._..._____ .. .................. _... . _......._........._ ...____.._.._..._.._,..._..._........____. ._____..,_...... „_,.., _ ._ W,_ _ _ _ _...,,,,..._._w __,_._,_._._,_....,,w____w ..................______._., _4 ___............___ .. ......... , . _.._....___._. _ __ __..._.._ _ . _ __ ___......... __. _.......___ .......____..... D{E _.. EXIST. 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' _._._..._...._.____..___ ..�...._ ._ _.... HORIZ SCALE. 1 50 VERT SCALE: 1"=5 £ 290 305 305 290 9+50 10+00 11+00 12+00 13+00 14+00 15+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 STR 212 - STR 200 STR 220 - STR 208 7 NO. 37D32 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 SHEET NO. C7.2 PLANT SCHEDU LEL A N D S C A P E C A L C U L A T 10 IN S .......... ......... QM SYMBOL JTree Type I size ISpacing I Root INotes 10 Year Canopy .......... Roadfr9ntage .............. .......... .................. OVERALL SITE TREES Requirement: I Large Shade Tree (3 1/2" cal.) per 40 Linear Feet of Road Frontage BroadwaySt. �270 Linear Feet Required: 7 Large Shade Trees 114 Large Shade Tree Cal. AS SHOWN B&B Single Stroigl,-it Leader 250 Provided: 7 Large Shade Trees 28500 Interior Parking Lot Trees RequirementI Large Shade Tree per 10 Parking Spaces 71 Small Flowering Tree 2.5" Cal. AS SHOWN B&B 25 Park -it -)g Spaces :320 Required: 2 Large Shade Trees 1775 ............. ....... Provided. 92 Large Shade Trees .. ... ...................... ... .... ...... .. .... Parking Lot .............. 127 Ever reen Trees Cal. AS SHOWN 50 Requirement: of paved parking and vehicular ciruclation must be landscaped 9 Area: 99,183 Square feet GL 6350 V Required: 4,959 Square Feet Provided: 1 4,848 Square Feet ................ 4'Ht. AS SHOWN B&B 94 Large Shrubs + + Tree Canopy 15% of Total Area Requirement: Total Area �,293,308 Gross Site Area 389,316 -Z Vr _V Rec. Areas + 0 Q X( Pond Area / \ \ \. W e tland Area ........... + + + + ° _ _ - - _ _ - - - - \, - , ;'^ x' \ -\ / / / `\ \ \ \ \ \ \ \ \ \\ \\ \ \\ \ \ \\\\\�\ \\ \ N\\\ Required:, 29,313I Provided: 36, X25 Tree Save To be confirmed after survey co / c If' Canopy Bonus To be confirmed after survey Y_ + i 1 + + a \ - - - ` - - _ _ -\ <: \ /r i ` 7 ' \\ \ \ \ \\\\ \ �\ \ {+) Proposed Trees 36,625 % 7 7441%, V. \ X + C "Flo \7 0 7 v +/ 7 I I I I I I 1 /+ � / � _ r/ ,� -. _ - ' • / '••fit. ( I \ / \'-; 1 / \ \ 1 I ��' _/ \ Ck" 7 < /Z *4441. yc- - ----- - - - - I 1\ > ((;Y, �,_v V, J, v X + Z J x- + Ily \% C9" \\N. X'\ + + + V + - - - - - - - - - - -- + /+ + — — — — — — -- — z r IV + Lu J z 1 11 - z z , - - - - - - - - - - / , - < + + + + v) Lu LLI V — — — — — — — — — — + + < U W C I 0 0 N 0 20 40 80 + U Lu W a t e r s t r e e t L4 landscalDe architecture I civil engineering I q_ig F Miin Street 434.295.8177 f0iarloUeesviile, VA 22902 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 PRELIMINARY LANDSCAPE PLAN project phase DECEMBER 4TH, 2017 issue date 12.04.17 Site Plan Submission revisions PRELIMINARY LANDSCAPE PLAN sheet title sheet number