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WPO201700077 Plan - VSMP WPO VSMP 2018-10-18
m a i ro 0 N 0 0 a `ter >Y w O y d 0 U 0 n 0 ID 0 N (*) O n M co O w a T I v oil 0, 1 1 k FA I L1611 q_4_1z1w1 04 L_ k4,411 01 pro] 1 1:; 51 N OTES TAX MAP PARCEL AND OWNER INFO: PARCEL 07800-00-00-021 BO WOOLEN MILLS, LLC P.O. BOX 1099 CHARLOTTESVILLE, VA 22902 EXISTING ZONING: C-1 COMMERCIAL PROPOSED ZONING: C-1 COMMERCIAL 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 ADDITIONAL TOPOGRAPHIC INFORMATION: 2/13/2018 DATUM: VERTICAL: NAVD88 SETBACKS: FRONT.- 10' (MINIMUM) 30' (MAXIMUM) SIDE AND REAR: IN ACCORDANCE WITH BUILDING CODE PRESENT USE: WAREHOUSE PROPOSED USE: 43 1 -BEDROOM RESIDENTIAL UNITS (GROUP R-2) TYPE A UNITS (2% OF 43 TOTAL UNITS) = 1; TYPE B UNITS = 42 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: 325 SPACES ADA PARKING REQUIRED: 9 SPACES (AT LEAST 2 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 9 SPACES EXISTING IMPERVIOUS AREA = 2.19 ACRES PROPOSED IMPERVIOUS AREA = 3.87 ACRES CONTRACTOR SHALL BE RESPONSIBLE FOR ABANDONING THE EXISTING 4" WATER METER THAT SERVES THE WOOLEN MILLS PROPERTY, LOCATED ALONG PIREUS ROW (OFFSITE). THE EXISTING 6" DIP CONNECTED TO THE 4" WATER METER SHALL BE CUT AND CAPPED AT A LOCATION BEYOND THE EXISTING FIRE HYDRANT ASSEMBLY ALONG PIREUS ROW. EXISTING 6" DIP SHALL BE ABANDONED IN PLACE. THE FINAL LOCATION OF CUT AND CAP TO BE DETERMINED BY' ACSA DURING THE PRE -CONSTRUCTION MEETING. VSMP PLAN COUNTY OF ALBEMARLE, VIRGINIA 12/4/2017 VICINITY MAP r'=i000' DEVELOPER: BR MANAGEMENT P.O. BOX 1099 CHAROTTESVILLE, VA 22902 CONTACT: BRIAN ROY TELEPHONIE: (434) 996-3904 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTIESVILLE, 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 12/4/17 O r14 r C1.4 NOTES AND DETAILS C1.5 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 EXISTING VEGETATION C2.2 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PLAN PHASE 1 C3.3 EROSION AND SEDIMENT CONTROL PLAN PHASE 2 C4.0 SHEET INDEX SCALE g LL + 0 N/A 0 ® LL LU O LM -� U 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 L1.01 MITIGATION PLAN L1.02 MITIGATION PLAN PLANT SCHEDULE AND NOTES W NUMBER OF SHEETS = 40 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 = 30,3001 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: 67,4101 SF X (250 GPD PER 1,000 SF) = 16,850.25 GPD RESIDENTIAL: 43 UNITS (1 BEDROOM) X 1.5 X 100GPD/PERSON = 6,450 GPD RESTAURANT: 140 SEATS X (50 GPD/SEAT) = 7,000 GPD TOTAL: 30,300 GPD APPROVED by the Albemarle County Community Development Department Date 10-1?""! FII q CLINT . (0/1 &A el- U) 1 r0E CD O DATE M v ry ui 12/4/17 O r14 r DRAWN BY A. ALLISON > E DESIGNED BY C. SHIFFLETT LU CHECKED BY C. KOTARSKI ~rLL�w SCALE g LL + 0 N/A 0 ® LL LU O LM -� U U Q 00Z w�-Lri O j a>® a O C7 LU O cn � Q W >L o ww��w ~ SOW oM .U,N > 000Ln LU AS a� 00 _j�o w° Q O oU W v o Q 0 0 p p p® p wwwww ® wwwww Of n �a co 00 110 LLI> O W ¢ O N N N N z O CL0 _ 0. 2 U a) > 0 0 jjj � 0 In 0 2- 0 - CL 0- C 00 N 0 <C o U) N L.i..11 LLJ 0- 0 > W 02 Lu 0 Q _ LLJ O CL1 0 J o O Q T z z m0 -02i o2i �o H �tZ c d U O= � (v Z U) 0 O v � Q Uj s x 0 o Q� cu .N (D _ O U 2 L cu N 0 0 �o 8_ U N O 770 O �0 U JOB NO. 0 c � U 37032 cu N O C O SHEET NO. Q w Co. 0 v F _E DATE 12/4/17 O r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A CL0 _ 0. 2 U a) > 0 0 jjj � 0 In 0 2- 0 - CL 0- C 00 N 0 <C o U) N L.i..11 LLJ 0- 0 > W 02 Lu 0 Q _ LLJ O CL1 0 J o O Q T z z m0 -02i o2i �o H �tZ c d U O= � (v Z U) 0 O v � Q Uj s x 0 o Q� cu .N (D _ O U 2 L cu N 0 0 �o 8_ U N O 770 O �0 U JOB NO. 0 c � U 37032 cu N O C O SHEET NO. Q w Co. 0 v F _E Beftwe ] u anrtlii uses z 11 d t tTtl s t€ lal usit bier#�#it cats if you 1. ave z ti M01 -IS regia <ding the a��ovor iiated action, pie, t:cat l:Ri l T�el�a� �ca �a�� al '9l (�34) � 6 83 ext. `6, T_?aYtdi J aia1:sh €'hist'cal`Pla minP-JaTmiag Division *AgAp,lJi aeq* t�l Of �_� lleff111ha h r 'i3O EM141tCThaiit`Tv .. , P O1 Rt)x 140gv L 1t tt 1 tt t ill Va ,2902 . m sly Wooku.Mills 1. Am nuna of 94 ref iden ial utiita is permitted. V.2,016-23 Woolou Mills. Slagjelal Userenu tt~oud ton a. � 3 f lrl 1 ai tl'lit.. t , �.:,'Lt h� t.ii Sd l.a t f � t':tot' to ttaltll. aita; laTttli tzlalPt�iaval E31` rn�#€tri, €�l' a lai#,l CtE..$,PAit3tSil# � i p sltit:ll c l taxPt..a Oil littt#ital tl i c f.M_ ap ev1s1 u fCJ.X1N4 )from el -icy Manag <awn'l: A gr::mv lrKA) and a Floodlallb�,z talo, €tmjuty«.In y ar 7itff ;�l& AddRIOT4 the 0lagalkant shall t; ip tlt� t.ttiittll' ,�zig intte, cite all erfi z ..l ��xl�U . . con:WuOifkP'9 a:ttl iu taliatiratf caF lctmi wall(s) shall ;tte ilt a,ri #ti i.€ withapprowdplus and, attpi.- i:) ;d CL, J11 t.an4 applicant ahtfll P b.t.aiii zt 1"t=MA Tipp.Wv d I l li t,#iTun €�csmpleiiiAi of 111 PROFFER S5,17ATEME NIT "rax Wa,x:ond Pocel N#zmbcrO) A7809-004)0 -02 ID OWN40 R` c6 d. Ctallett ; A e Codhitt rl :aieIh T're t; t:�olict# M. `th cti '1`z°ttst00 T'`l'llit�.lt �r°tt�lt,s, ofllt> a l t l�'l, ..lt ... as , , , »t contract PtziaxAhfEr:,€P: � €P1�ri 1 � ,� �, � . 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Iffiesol cowhtioit:5;are prt f"T'ried a's a laatt1 orthe mquestet1 e-zo hi .-n the' l wne'r aknawledges that ll csai�UttiU�i):a iit' rea;�i=ztat.�l�r « ticar't dt ti7<ttt,<.t sil thet.'.iit #Uta ft$rtdtt l«adiaite ai;f€zt c:rrta�lrttc,ticatz a#Pd Pt,aittl�a3ati� Trail :n lctdiza a taeUl stri#ttt iszcl tcPvf l ltlra<gz ;UeP it Iat vti liztS i�aa c#ari#a:tri #'aK leap 781 P4 el 22A" ar#d fast 0i Srri� t4l Jl grr€vid d.`t"li ' re" Jou tion of1b. tr€�i11#EBE�,bTie=l�i 4€ialt **ii#T1wdl�., �.ied d t1po tlt0 #t 1 €•f?titriP t l�€kmhaser alld tit C` f#r€t #td la agr�xecn nt st <Ell riczi be u res ansbt Yaittihelct, l#i la cation, et_t the trail at=Er11, Edge sJztPlt tsn tniztt#ally agn, ta a€Pz1 dpstgned to tacilitate mane:fiv, Ity Willi the, Rivama T - I SyifvP,P, <Fh1s pr€ffvr shall wt cdlalilato the OwmP contract ft -dimer to i al thO CsaPt iriai #tU#aP or:iii ilrtt tiardc c t s oc at d pitta zt€a ;:siatl or ktd�Fle. 2. Piii>r to =a#ibnjk4 iraig. ctf1lte #tifzl Niki Mali 1€ir the iv ecis vPPetJ EEir �t lttzr Jt� t shall s a€ idea tli t €sttstt s p cdt itgzt€tP # s lifisTrtat Ptt t#f't ai t# PtC Re;�`vr es' fart 2 r;trtific to # cst fife gal Aga€P r d. rel#ab litation wo.r ;i. -All dev- lopment- ithin tlir Th, Oct Shall traitztslwith VIC of Virginia l)� 1a�ai€Ptr� rtt'.a�� llist£zr�e 1�e�r rce£ €ax aexi,a rcqdiimUstatr,: 4- The Fin I<ttc�rjoc�ritidEt tlttflr rEulfiirtil t'esU.rureesy llw,4idin W. not limitod to onsite mr�ii -o 'i, mterpmtav . ex.hi I4:3, and tete Ilke4 ,Val ka am vtsible i#i laEt lPU,I ulz �siltle: area",: The: paths aria iaaithin toe. Project v �liicl#::1s a. ssecl 6m East' Markot'< tMI sh at #t itztatt ct t wE' C. SHIFFLETT CHECKED BY C. KOTARSKI JA SCALE N/A A Ail f d T3.i.i l C_' ;, EN M.i LL C At l�aat;'�15% €�f'.the natal 1 Wjt.s . 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T�1 1�11�M�'l�J.l` grid j 12/4/17 appravil of a ZONING C0MI:PL1.ANIC C L"RANCE. fl DRAWN BY A. ALLISON DESIGNED BY Beftwe ] u anrtlii uses z 11 d t tTtl s t€ lal usit bier#�#it cats if you 1. ave z ti M01 -IS regia <ding the a��ovor iiated action, pie, t:cat l:Ri l T�el�a� �ca �a�� al '9l (�34) � 6 83 ext. `6, T_?aYtdi J aia1:sh €'hist'cal`Pla minP-JaTmiag Division *AgAp,lJi aeq* t�l Of �_� lleff111ha h r 'i3O EM141tCThaiit`Tv .. , P O1 Rt)x 140gv L 1t tt 1 tt t ill Va ,2902 . m sly Wooku.Mills 1. Am nuna of 94 ref iden ial utiita is permitted. V.2,016-23 Woolou Mills. Slagjelal Userenu tt~oud ton a. � 3 f lrl 1 ai tl'lit.. t , �.:,'Lt h� t.ii Sd l.a t f � t':tot' to ttaltll. aita; laTttli tzlalPt�iaval E31` rn�#€tri, €�l' a lai#,l CtE..$,PAit3tSil# � i p sltit:ll c l taxPt..a Oil littt#ital tl i c f.M_ ap ev1s1 u fCJ.X1N4 )from el -icy Manag <awn'l: A gr::mv lrKA) and a Floodlallb�,z talo, €tmjuty«.In y ar 7itff ;�l& AddRIOT4 the 0lagalkant shall t; ip tlt� t.ttiittll' ,�zig intte, cite all erfi z ..l ��xl�U . . con:WuOifkP'9 a:ttl iu taliatiratf caF lctmi wall(s) shall ;tte ilt a,ri #ti i.€ withapprowdplus and, attpi.- i:) ;d CL, J11 t.an4 applicant ahtfll P b.t.aiii zt 1"t=MA Tipp.Wv d I l li t,#iTun €�csmpleiiiAi of 111 PROFFER S5,17ATEME NIT "rax Wa,x:ond Pocel N#zmbcrO) A7809-004)0 -02 ID OWN40 R` c6 d. Ctallett ; A e Codhitt rl :aieIh T're t; t:�olict# M. `th cti '1`z°ttst00 T'`l'llit�.lt �r°tt�lt,s, ofllt> a l t l�'l, ..lt ... as , , , »t contract PtziaxAhfEr:,€P: � €P1�ri 1 � ,� �, � . '11��� �+�, ,P rr axlizt lf;�lc€l t#arx�.l# t,rtiral. ¢�Evy I3i3te sal l t#z r is is .: , r%1 27 20", 7 1.038 acrmto.herezowd #l-om Uh l:tcltl�#r�r (L 1T t� O �drUt Paa�P°ei�l l�` trach iu;1Tz iioYTi i' ltla `(is+ir e#'' z?f't` 1 t€cl Parcel l l z#ihc07800700411 .1 t1 z "i vlf zt-y<kl whicb Is the su tgat of rezo tinca tpn SMA Ngo. woki) 111571 LLC,4tiff• s stlzact gad i Izat r ("'Contract pw-c3ic ser';t of the ProgapA -i tl�:at €'e nir TAim to 1 iarelt � f 1 tl te. € Est zzt tate l jtsazt# r 28 2014 #zi z d di, 1'tiPsfiaizt to c1 tzPaPt "s Ra# tlz x�€i€ ,iiarl :C<` tPtt € zaPri i zdiliztt Ice ttl�lt�wPlei, la�,tett�{ z zsltzzzic�r�1y garck#T�rs �za t iY,i ti .lasted #lel ° tvl'ar It ltt ll lay a}s#Aird t fife J tlp l F if itis zaned to ttu>t ckanitig dista'1at€leniffled above. Iffiesol cowhtioit:5;are prt f"T'ried a's a laatt1 orthe mquestet1 e-zo hi .-n the' l wne'r aknawledges that ll csai�UttiU�i):a iit' rea;�i=ztat.�l�r « ticar't dt ti7<ttt,<.t sil thet.'.iit #Uta ft$rtdtt l«adiaite ai;f€zt c:rrta�lrttc,ticatz a#Pd Pt,aittl�a3ati� Trail :n lctdiza a taeUl stri#ttt iszcl tcPvf l ltlra<gz ;UeP it Iat vti liztS i�aa c#ari#a:tri #'aK leap 781 P4 el 22A" ar#d fast 0i Srri� t4l Jl grr€vid d.`t"li ' re" Jou tion of1b. tr€�i11#EBE�,bTie=l�i 4€ialt **ii#T1wdl�., �.ied d t1po tlt0 #t 1 €•f?titriP t l�€kmhaser alld tit C` f#r€t #td la agr�xecn nt st <Ell riczi be u res ansbt Yaittihelct, l#i la cation, et_t the trail at=Er11, Edge sJztPlt tsn tniztt#ally agn, ta a€Pz1 dpstgned to tacilitate mane:fiv, Ity Willi the, Rivama T - I SyifvP,P, <Fh1s pr€ffvr shall wt cdlalilato the OwmP contract ft -dimer to i al thO CsaPt iriai #tU#aP or:iii ilrtt tiardc c t s oc at d pitta zt€a ;:siatl or ktd�Fle. 2. Piii>r to =a#ibnjk4 iraig. ctf1lte #tifzl Niki Mali 1€ir the iv ecis vPPetJ EEir �t lttzr Jt� t shall s a€ idea tli t €sttstt s p cdt itgzt€tP # s lifisTrtat Ptt t#f't ai t# PtC Re;�`vr es' fart 2 r;trtific to # cst fife gal Aga€P r d. rel#ab litation wo.r ;i. -All dev- lopment- ithin tlir Th, Oct Shall traitztslwith VIC of Virginia l)� 1a�ai€Ptr� rtt'.a�� llist£zr�e 1�e�r rce£ €ax aexi,a rcqdiimUstatr,: 4- The Fin I<ttc�rjoc�ritidEt tlttflr rEulfiirtil t'esU.rureesy llw,4idin W. not limitod to onsite mr�ii -o 'i, mterpmtav . ex.hi I4:3, and tete Ilke4 ,Val ka am vtsible i#i laEt lPU,I ulz �siltle: area",: The: paths aria iaaithin toe. Project v �liicl#::1s a. ssecl 6m East' Markot'< tMI sh at #t itztatt ct t wE' CL .LL N U L L 0v 06 LL 0 0 Q Q 0 zN 3 N O 5 cc F- N cu LLJ z Q 0 0s U o i1J N �a LU �0 rn 2� _J'� �L v z O o� T t6 0 s o N a o O � U) 3: z N Oa If Ix LU Qf N�o o 9 9 i 0 m 0 o o 0-0 CU rn > c 0 N U x O N w i � N s 0 N U � O N 5= � 7 U O � 1= S2 -0 U JOB NO. w o O U «37032 � N N � O U SHEET NO. Q o Co. I 1o:� ,E C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A CL .LL N U L L 0v 06 LL 0 0 Q Q 0 zN 3 N O 5 cc F- N cu LLJ z Q 0 0s U o i1J N �a LU �0 rn 2� _J'� �L v z O o� T t6 0 s o N a o O � U) 3: z N Oa If Ix LU Qf N�o o 9 9 i 0 m 0 o o 0-0 CU rn > c 0 N U x O N w i � N s 0 N U � O N 5= � 7 U O � 1= S2 -0 U JOB NO. w o O U «37032 � N N � O U SHEET NO. Q o Co. I 1o:� ,E Albermarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 pian 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 ofVDQT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prier 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 achievers. 15_ Paved, rip -rap or stabilization mat lined Glitch 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 conforin 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 fart 1926). February 6, 2013 ACSA GENERAL WATER & SEINER 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 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, T. 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 SMALL 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). L_ 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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. (NIA) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft., ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF7) THROUGHOUT CONSTRUCTION. 35. UPON COMPLETION OF THE PEDESTRIAN BRIDGE OVER MOORES CREEK, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PROVISION OF WALKING TRAILS CONNECTING TO THE BRIDGE. 36. ALL EXISTING FIRE HYDRANT ASSEMBLIES LOCATED ONSITE ARE TO BE REMOVED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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) RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 1. RWSA MUST MAINTAIN ACCESS TO THE MOORES CREEK ADVANCED WATER RESOURCE 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 2 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 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:VERTI CAL). 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 111. 4 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFIR 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. RECOVERY FACILITY (AWRRF) VIA THE REAR GATE AT ALL TIMES BOTH DURING AND AFTER CONSTRUCTION. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. E LEGEND DATE ROADS Dm rn v 12/4/17 SEWER O TRAFFIC STOP BAR r'4 cit � r ® EXISTING SANITARY SEWER } E STORM PIPE &STRUCTURE N0. DESIGNED BY C. SHIFFLcTT CHECKED BY DROP INLET & STRUCTURE NO. C. KOTARSKI F - LU SCALE WATER CURB v CURB &GUTTER �' EXISTING WATER LINE W DRY CURB & GUTTER 6" W PROPOSED WATER LINE PROPOSED PAVEMENT -g- g" W PROPOSED VALVE PAVED DITCH T' 6" MN PROPOSED TAPPING SLEEVE - JUTE MESH DITCH PROPOSED FIRE HYDRANT (COMPLETE) -� CENTERLINE OF DITCH GRADING BENCH MARK TC =TOP OF CURB D � �> o ry a BC =BACK OF CURB ... . CLEARING LIMITS EP = EDGE OF PAVEMENT R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL 3: 0 X M BW = BOTTOM OF WALL Q EXISTING CONTOUR TS = TOP OF STAIRS � BS = BOTTOM OF STAIRS 200 PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS PROJECT +240.5 EXISTING SPOT ELEVATION }�- W SC TC 240.5 PROPOSED SPOT ELEVATION L'J PARKING COUNT Albermarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 pian 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 ofVDQT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prier 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 achievers. 15_ Paved, rip -rap or stabilization mat lined Glitch 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 conforin 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 fart 1926). February 6, 2013 ACSA GENERAL WATER & SEINER 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 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC, T. 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 SMALL 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). L_ 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. 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. (NIA) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (NIA) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft., ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. RWSA SHALL MAINTAIN ACCESS TO THE BACK ENTRANCE TO THE MOORES CREEK ADVANCED WATER RESOURCE RECOVERY FACILITY (AWRRF7) THROUGHOUT CONSTRUCTION. 35. UPON COMPLETION OF THE PEDESTRIAN BRIDGE OVER MOORES CREEK, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE PROVISION OF WALKING TRAILS CONNECTING TO THE BRIDGE. 36. ALL EXISTING FIRE HYDRANT ASSEMBLIES LOCATED ONSITE ARE TO BE REMOVED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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) RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: APRIL 2016 1. RWSA MUST MAINTAIN ACCESS TO THE MOORES CREEK ADVANCED WATER RESOURCE 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 2 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 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:VERTI CAL). 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 111. 4 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFIR 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. RECOVERY FACILITY (AWRRF) VIA THE REAR GATE AT ALL TIMES BOTH DURING AND AFTER CONSTRUCTION. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. E U) DATE Dm rn v 12/4/17 O r'4 cit � r DRAWN BY A. ALLISON } E DESIGNED BY C. SHIFFLcTT CHECKED BY W C. KOTARSKI F - LU SCALE N/A v W 0 © LL -2 2 rq w0 6,� Q_ _jv� z Lfi O j D � �> o ry a OU LU 'T C 3: 0 X M Q e �sW � __j � n, >iO z O W W }�- W SC ®M rj000 aLUU U 0 U cz� �hWO� kDLLJ j j O j 1- O O WU O Q U Q� CK U) a Q a 4 0 QW Q Q QW Q W W W 0 W W W W W QYct� Q�cL ® cococo14 Lu LLJ LU ("z ®NNN� 6 6 QD \\\\�, U n- aC M�7�O-c *� O CL < 0 v N U �r a C5 LLJ N 0 2- 2 0 N < o 'Can: FLij :Z) 0 g O CDLj o J Z -a CL LL, N 5o M o 0�2 � o� Q,-- cn z O20 22 Z o C� CU o E� -_ ao o= zN o 2 �. o r o '§ TM w CD Y � N UU X O N � N � O N U � O N E g U � O -0 C a -6 6 g U JOB NO. N o N - 7 � U 37032 �N C N O � U SHEET NO. -� o C1.0 w °' U) DATE 12/4/17 O r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLcTT CHECKED BY C. KOTARSKI SCALE N/A CL < 0 v N U �r a C5 LLJ N 0 2- 2 0 N < o 'Can: FLij :Z) 0 g O CDLj o J Z -a CL LL, N 5o M o 0�2 � o� Q,-- cn z O20 22 Z o C� CU o E� -_ ao o= zN o 2 �. o r o '§ TM w CD Y � N UU X O N � N � O N U � O N E g U � O -0 C a -6 6 g U JOB NO. N o N - 7 � U 37032 �N C N O � U SHEET NO. -� o C1.0 w °' ...-....MAX, 6' G" - Y�........MAX 3`0 --------------- TRPPING RAIL I FnHP-1 1 4%?'• J.C. %4" NPS PIPE PICKET j f WALL DETAILS, I�.. 4it$.. 0.C.%` r&" >CLID PICKET 4 i . _-ti°AX. 6'..ti"--............... ............... 1,arax. S` - U" ............ 1 GiA. SOLID STEEL SMOOTH - R�XJND ROD (TYP.) OR \ I I I I V STANDARD PIPE.GROUNOiNG Y\ ELECTRODE i RA,3-. EXPAhStO3d JO+NTS Al "t ANCHOR :NTE;RVALS NOT FXCEE"ING� 3" RF,Y^ t3G(.I'S 4" v.C. I ; (TYP.: (' i SEE STANDARAi? SL -1 FOR APPLICABILITY OF SAFETY SLABS, 30 FEET. 1 3 POSTS 2" M; -N, NPS (2.375" ^,D,) SCHEDULE 80 PIPE tE` NOTE ?.ETANI'u WALL FAILS 2" MIN. NPS :2.375"' G f?) SCHEDULE 4'J PIPE I /STANDARD MH -1 vlhl! FRAME &COVER THE TOP OF MASONRY IS TOBE LEFT EXPANSION,IGIhdT---'� POCKETS :3/," �A3J`I. NPS t€.o5" fJ.D.3 SCHEDULE 4D PIPE � 3„ MAX SUFFICIENTLY LOW TO PERMIT PROPER OR %a" A81N Sbtl STEEL SMOOTH RUUA€D RGD ADJUSTMENT OF COVER AND FRAME TO HR -1 TYPE IIP RAILING A.NCN�€a 80i.IS =00 Ii GRADE DIRECTED BY THE SE a H£ ENF MORTAR GINEER. (FGR USE At-ONG SIDEWALKS AP^€D RAMPS) i r -s E SEE ROADWAY PtANS� ; 2'-0' > OR YPICAL SIL.M0.4s � L„ "'on.l" I t WN 12" '—CONCRETE STEPS rcJ HALF PLAN VIEW MH -1 Di -1 1/z SECTION CAST IRON SECTION STEEL NOTES LUGS TO BE 11-33/'° L 2"t/2" X 231/2" x 1/4" � B A SOIL PLATE A 2. THE "H" DIMENSION SHOWN ON THE IRON STEEL. n 66 ± OPTIONAL 43.6 LBS I ,Y �j/ 2,»7n STRUCTURE. PLAN "H" DIMENSIONS ARE INCLUDING I INCLUDING LUGS (CONNECTORS APPROXIMATE ONLY FOR ESTIMATING 41„>lii PURPOSES AND THE ACTUAL DIMENSIONS Mt kI SHALL BE DETERMINED BY THE CAST W1TFO 1. DEPTH INI ET 1,n, TO Bw SHAWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10°USE STANDARD DHA va 1 x 1%2," x 4"j f/x„ x 4" STRUCTURE. LUGS1$:/� STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT FOR DISTANCE TO I it NPS SCHEDULE 4u PIPE-� '(1.90"ca SEE DETAIL A OF 7HE STRUCTURE SHALL HE SHAF'E13 POSTS /$ MIN. NPS v.G.l 8+� PIPE t*) SIDEWALK OR SHARED GRlPPiNG RAILI cr w a `/$" WITH CEMENT MORTAR TO PREVENT ® 0 RAILS 1, g MIN NPS (1.90" U.U.) SCHEDULE 40 PE USE PATH. GROUNDING �' w� _ n FLAT SLAB TOP AS DETAILED a ELEC€'RODE- HR -1 TYPE J HANDRAJJ_ ca w ON STANDARD T -MH --2 MAY BY 4'r0" STANDING . PONDINGCOS OF WATER HI THE rq U; 12 12" 2 tQ" mi c• = - SUBSTITUTED FOR TAPERED SECTION - AND PLACING ALL MATERIALS INC )ENTAL cv MIN. IIID USE ALG'.^<G STEP , ,� ` o TOINLET SHAPING ISSTO BE T OF INCLUDED Q p SECTION WHEN APPROVER BY COLLAR DETAIL LE MIN RAISED P UTTERING IN THE 'BID PRICE FCR THE STRUCTURE, > F- NOTES � THE ENGINEER. 3 % SOLID STEEL 1. THE CONTRA..TOR SHALL SUBMIT DRAWINGS Ds TAILING ALL a 2/z" SMOOTH ROUND ROD ASPECTS OF FABRiCAT}vN AND INSTALLATICPN CF RAlL1AIG, ST'D. ST -1 •: HALF SECTION A -A �� 5. STEPS ARE TO BE PROVIDED WHEN H IS � � � CDNCRFTEE TiNC TC ' ., INCLUDING CONCRETE FOUNDAT#ONS FCR APPROVAL BY THE (WITH FRAME AND COWER REMOVED) DIMEE�YSiaNS OFORNLY DUMP NO WASTE DRAINS TO WATERWAYS 4`-0" OR GREATER, FOR DETAILS SEE _ 9 - W €3E I. SIGNED RASE i) ON \ T�� fPPfNG f f DI TAIL ' vGINEER PRIOR 7G INSTALLATION, SHOP DRAt9ING'S SHALL {f2" 6" SOIL CONDITIONS, 12" -ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? BF ;;CHIC AND SEALED BY R PROEFESSiG aA.L ENGINEER, AI� �A PRICK CONCRETE GAS €RDH L STANDARD ST -1. h sai a) 3 JL DING A `HL1D L`SEPdSE TQ PRACTICE ENGINEERING iN (` LL v 4EN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. jj 4'-0" ��T�� � 8, THIS ITEM MAY $£ PRECAST OR CAST- Q � ay � THE SIDEWALK OR RAMP GRADES APE EQUAL 2. ALL RA!1.3NC; J?v1. CHEATS AND FATE?HERS HALL 3£ vA iAPNI u 11^d' IN-PLACE, Iy ® U G - - DI*TAI" A D 1 0 Iv EARTH f FDE1Nf ATfON DETAIL TO OR GREATER TrV�.N 5 P RCENT GRIPPING ACCOPDAN� E WITH THE CURRENT ROAD AND BRIDGE SP£G'iFIC,AIJNS. ' q � _�-� -}^, NATES. 2`-6°' 7. *4 X 8" SMOOTH DOWELS AT � � �° '`{ �n r w BEVEL 45" 4'-2' HARDWARE SEE DETAIL B ua RA;L WILL BE INCIDENTAL TO THE C<DST OF TO ACHIEVE A UNI. .RM COATING QN Ati, SURFACES VENTING AND � �.a �^- �F g, CLOTH 1'-3°' APPROXIMATELY 12" C -C TO BE Q (J � Z Fnft USE wiTii TYPE 11& iEEP^ALIhdGSi THE RAILING. DRAINAGE HOL ES FOR GALVANIZING SHALL CBE !NCLUDEG IN THE � q 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7,1 � J PLACED IN ALL AREAS ADJACENT a � - Z SHOP DRAWINGS. t w _ ' WITHOUT PIPES, THE AMOUNT DISPLACED 4'" DEPTH AGGR. sw.rurKwz.ao-,., o„,w TO ABUTTING CONCRETE TO PREVENT W � — � O � ° BY PIPES MUST B£ DEDUCTED TO - 1~ a - 3. Ati. FASTEfJERS "HALL BE IN ACCORDANCE WITH ASTM A307, Q� #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS -- - ASTM A563, AND ASTM F644. ALL ANCHOR' BOLTS SHALL BE IN 0 ern . '• OBTAIN TRUE QUANTITIES. � w � � /j , #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. a � r j 0- O ,................... IvtAY. E' [)" .-�..,F................ MAX. 6'-0". 3 : TABLE OF QUANTITIES IN _ 0, a- o ' . sv � I1�1II jj� jjJ IIf1i3 �a SE£ STANDARD T -DI -3, 4 FOR d - U SEF RO,A PLANS ACCORDANCE WIT: AASH ; v A7334, GRADE b. 1-O'° = a E! 11 L] rn It" O C " NPS PIPE PICKET -4" CH C 2. A BASE THICKNESS OF 9" WAS USED p 1 ALTERNATE DESIGN, Z CL `}�_ - 4 � FJi� RETAINING 4. A ..�ILM;CAI. �(1v.,liOR S'(STE�t1, FROM `JD4T`S APPROVED MATERIAL b n 3" DIAMETER �- °HALL DETAILS. ( 15T MAY BE USED IN LiFu OF CAST IN PL AGI: ANCHORS AND BALL DEPTH BRICK: MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. � � 0 � (} COLLAR s " - 1- U WEEP HOLE p X O.G. s" SOLID Wlt;k(: T 4" l 8, 3" DIAMETER HARDWARE }C OTH 1/ ` 12"X12" E5 #2 �S fl e. r ' - < MANHOLE •- sV B>_ INCLUDED :"x THE Si-tCP DRAWING.,. � OLE 3 ft EACH SEE NOTE 8 � • INCREMENTS TO BE ADDED FOR x � � z 5, POSTS :' RAM $, 5!DEWALY' BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. � �' �- J 12" OR GALVANIZED STEEL WIRE, MINIMUM a? - SPIN-; BE MITERED 1'C MATCH GRACE Gt ra 1 + FEET THOUSANDS CU. YARDS CU. YARDS _ _ _ _15„_}8°' O 24” WIRE DIAMETER 0,03", NUMBER 4 MESH Q p N Q 1j J AND STEPS. f1 1 _ #2" R � � p J < I I f 6. FIANDRAI€_S +IA_L MATCH GRADE sD.> RAMPS Ss v'v^iA 4tS AND STEPS. `�= CONCRETE *" 4 0.5 £}.785 1,437 4, MATERIALS MAY BE BRICK, CONCRETE OR {y �,�y HARDWARE CLOTH ANCHORED FIRMLY '° cv Z 4' FOOTING APPROVED CONCRETE MANHOLE BLOCK. TO THE OUTSIDE OF THE STRUCTURE. v y '.D 0 \S •. j 7. ALL POSTS AND PICKETS `HALL BE SET PLUMB. ib - 5 O.7 0.785 1.699 iv sv �C3 c � r = Q Dry ~ W f I I n3 6 0.9 0,785 1.961 5.IF BLOCKS ARE USED THE MINIMUM _ - $. OAST €N PLACE CONCRETE 3S TO 13E Ln (1) O W I 8. RALl3^daS SHALL 8E GRO UNDED ANu EFEC`CiVELY SJNGEU. THICKNESS QF °AME 15 Ta BE 5 w c - I i GROUNDING �!NG P.1AT RIAi S GNaTA.L! AT!QN TO S= IN ACCORDANCE 7 1.0 0.785 2.22x' (� • " a Gi ' CLASS A3 (3Q00 PSI). PRECAST p I ( I "� • - a ' • OTHER THICKNESSES ARE TO CONFORM CONCRETE IS TO BE 4000 PS. 4-' > O O O O I 'NIT€; STV. FE -6. } •'. � •'.. - r,; . s, e • a, r . �••`. x„ � a.•; � •., • •,e � 8 1,2 47.785 2,485 a».o ws-w,a r«ws,.a. to - I 70 WALL THICKNESS SHAWN FOR p d U U U 9. COMFIEPCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LEU _ 9 1,4 0.785 2,747 CONCRETE. 11/z" 1" 2" 10, ANY ALTERNATE METHODS OF ANCHORAGE Il OF DESIGNING AND FABRICAT:!iC THE RA;LING. DOCLIMENTA.TIGN FROM SECTION A -A d % O �- --ANCHOR T E MA VERIFYNG TI R.r PftCJEGT REQUIRE €ENTS ARE DIAMETER =4'-8tl1-f-(2 x WALL THICKNESS) 10 1,6 0.785 3.0C)9 6, ALL CONCRETE TQ B£ CLASS 43. SEE DETAIL B _¢� MEETING THE APPROVAL OF THE ENGINEER W U }'RAIL EXPANSION JOINTS AT- ,CPI R_0LTS MET 'IRITH THE FAILING S^tSTEM, SHALL BE SUBMITTED WITH THE i4 1.9 0.970 3.455 CONCRETE QUANTITIES FOR MIN. DEPTH r A"' �T' MAY BE SUBSTITUTED FOR THE CAST €DON o Lu 3' MAX. T DR N_ LUGS AS SHOWN HEREON. (( iNTER`�: ALS NOT EXCEEDING : >. ALLRTIc' a AvditvGs AN>a APPRUV, O eY Trit ENGINEER IN*�, ��T�� �„,P 12 z.2 0.970 3.817 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT � � � v) � 30 FEET, ACCOPDANCE WIT:: N0TE 1. 13 2.5 0.970 4.179 INVERT IS TO BE SHAPED IN 1201 CONCRETE PIPE - 1,440 CU, YD, CONCRETE 1 CAST IRON 11. DUMP NO WASTE DRAtNS TO WATERWAY O O U O 3" POSTS ; 2" MIN. NPS (2.375" O -D,) SCHEDULE 80 PIPE 10. HANDP,AIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF Ct}NCRETE ()P ACCORDANCE WITH STANDARD CS -1. 15'" CONCRETE PIPE - 1,528 CU, YD, CO CRETE 1/4'" ��" GRATE 363 a 18 LBS LETTER€NG IS REQU€RED ON ALI DI -1 U U W Q (} RETAINING WALL RAILS : 2" MIN, NPS (2.375" O.D.) SCHEDULE 40 PIPE HE VIRGINIA UN3FCi?M STATEWIDE BUILDING CODE. BRICK 14 2.8 C3.$7a 4.541 THE COST OF FURNISHING AND PLACING 18°' CONCRETE PIPE - 1,620 CU. YD, CQIICRETE � � �� EXPANSION .JOIN)- PICKETS " M!N, e<PS (},JS" O.D.? SCi;EDULE 40 PIPE t, TNI;; APd1;RAtI. IS 'EC) E: USED DN€."r <1S A '-ROTI::;TE:)N FOR CONCRETE BLOCK 15 3,1 0.$70 4.903 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY cL �� SECTION C -C SECTION D -D VARY BY MANUFACTURER. s GPc'uraDlraG Pc:1 B.S'i !A JS ANG S1iGU C NGi' BE I''LaCE€> IN FId^r LGCA'FION 16 3.4 0.$70 5:285 SHAPING IS TO BE INCLUDED IN THE BIR ui W WOW W OR R" 3tid31N. SOLID STEEL SMJOTH ROUND RCD ADD 0.469 CU, YD. PER HR -1 TYPE flfPfCYCL R1�ff_lN�i ELECTRODE WHIR=: !T MIGHT BE 5+J ECT To ANY VEHICULAR tP<f'ACT. PRICE FOR THE STRUCTURE. �' 3� � � � Cl- - 17 4.0 1.173 6.0.32 ADDITIONAL FOOT OF DEPTH. GRATE DETAIL_ AGR vE:TtcutAP PRcFTEcTICsI1 STANDARD GUARDRAIL sNGu€.(1 :D � (FOR USE ALONG SHARED USE PATHS) BE USE Lt. INCREMENT 1 0.45 1 _ 0,582 o W®W 4 W W© W4 SPE1 IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILO IN THE CENTRAL OFFICE, \V00T SPECIFICATION � �" X�,/�T SPECIFICATION = � � � ti � FEh I2ENCE STANDARD HANDRAIL _ REFERENCE MANHOLE FOR 12" _ 48" PIPE CULVERTS ROAD AND BRNDGE STANDARDS ROAD AND BRIDGE STANRAffNDS STANDARD DROP INLET REFERENCE � ROAD AND BRIDGE UTrtvDAPDs (L€ W W W W. 1050 OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF t 3fl2 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE "1242 - 24" PIPE. MAXIMUM DEPTH (H) 101 233 � � � Q4 � � 238 504 VIRGINIA DEPARTMENT GE TRANSPORTATION 7; 11 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 GR -11 B-1, B-2 DI -2A, 2B, 2C Lu O O O O GR 11 PAY LIMIT GR -2. "1I`�" THREADED STU EXISTING OR PROPOSEDL21/2'10/21%1/4" GALV. (fSL££V£ INSERT SIDE ALK. SEE NOTE 15 8' 8" LANG ( LJ rN N N N n3 8' X 6" GALV. MC6X12 3 2 S �C TEPS (AS REQ'D,) „ 8" \ 3\` O TIMBER? POST SOIL PLATE BEARING GtD LASH R WEEP HALE SAS REQ`D,} WEEP HOLE (AS REQ'D.) EXPANSION JOINT A B I3ARSFASDaEWALK C EXPANSION JOINT 3`_s BARS A-1 u c j \ \ O O ANCHOR PLATE 5„ C -C a 10 C C D `� y t ? " O _ Ova _ °— BARS 8jELD£D DATE ANDROID CABLE — )/4` ANCHOR w - .? 153" C O JOI€€TS CABLE 3 a x FG7 t/t TYPICAL ' > NOM. 2„ 1xd caws n, BARS C / / { > I > `� FAC F R 9) s' Q -c s 1r „ 12 4 17 j END SECTION PLAN € � MAX. 3" STEPS�(AS REQ1R.) I I x �� � � E 0 CUB F �W co 0 I ME ,moi - DRAWN BY SEE STI} GR -HR'S � 4 I B" X 6" TIMBER POST ANCHOR PLATE I -CRACK CONTROL JOIN a 10" C -C Law- E ALTERNATE �IE31NT 3' -fl" o - a g `d;; ya w€ H AND ,. ;- DETAIL 2,_D„ „ ,_ ,° „ (�,.- SECTION B -P �C�L�AP I6 MN STEEL is I; A. ALLISON - ...a. . . 61 FOUNDATION €AX, 3 6 i0` MIAX. 1'-4 ° 2 -0„ 7 DESIGNED BY DETAIL A TUBE ,,� x i d X � � €� t X __ PLAN VIEW SEE DETAIL A Y4` DIA ANCHOR GABLE TOP OF GROUND A BARS A.-3 L 2 2"X21/2"XI/4" C. OR PAVEMENT TWa (2) �Ja" HEx. BOLTS 6" x 6" - W5,5 x W5.5 WELDER L -VARIABLE -MAX. 2a' GALv. SLOPE OF C. S%IIFFLETT AND NUTS 10" LANG ®.� _ APPROACH WITH WASHERS WIRE FABRIC OR EQUIVALENT AREA 2'-O" 8" 2'-2`° 1" - 8" 3`-a" � � SURFACE GALW, l�G6X12 SEE DETAIL B ' SOIL PLATE MONOLITHIC " 2`. Bd4R5 F w � � "ca _ c� 3°-21" � CHECKED BY -� e4 a GALVANIZED MC 6 X 12 I - Q WARPED SECTION D -D ELEVATION N ' c FOOTING a. 4 ' ' RS E SURFACE C. KOTAR�KI 2/x" X 4' 53/2" 7`f2„ 2,_0„ i I _ - - - 2 - BEFORE t 8 € B BAR B-1 GALV. SCALE GALV SLOTTED HOLE �)+ $" i €.� D 4 81' 4 2X 3„ DIAMETER I BARS F 8" WELD ALL 1" DIA. X 7" LG. - i MC6X12 Y2", X 411 - - WEEP HOLE „ STUD SHEAR SEENOTE 8 N/A SECTION C -C TONC CONNECTOR THREADED -CAB 131wTAIl. DOGHOUSE WITH �'0�3TINC TO L;QLLAR, TYP. ENTIRE LENGTH t1DECREASE TO 1" t HALEV 6„ 8„ NOTES; FRONT ELEVATION WHEN INLET IS USED " 11111 i € I # € I € i E 3 I T/y" RIA, HOLES SECTION - af.2A DI -28 WITH MEDIANS. F SOIL PLATE A 2. THE "H" DIMENSION SHOWN ON THE IRON STEEL. n 66 ± OPTIONAL 43.6 LBS BRACE RIBS va 1 x 1%2," x 4"j f/x„ x 4" STRUCTURE. LUGS1$:/� STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT FOR DISTANCE TO I it NPS SCHEDULE 4u PIPE-� '(1.90"ca SEE DETAIL A OF 7HE STRUCTURE SHALL HE SHAF'E13 POSTS /$ MIN. NPS v.G.l 8+� PIPE t*) SIDEWALK OR SHARED GRlPPiNG RAILI cr w a `/$" WITH CEMENT MORTAR TO PREVENT ® 0 RAILS 1, g MIN NPS (1.90" U.U.) SCHEDULE 40 PE USE PATH. GROUNDING �' w� _ n FLAT SLAB TOP AS DETAILED a ELEC€'RODE- HR -1 TYPE J HANDRAJJ_ ca w ON STANDARD T -MH --2 MAY BY 4'r0" STANDING . PONDINGCOS OF WATER HI THE rq U; 12 12" 2 tQ" mi c• = - SUBSTITUTED FOR TAPERED SECTION - AND PLACING ALL MATERIALS INC )ENTAL cv MIN. IIID USE ALG'.^<G STEP , ,� ` o TOINLET SHAPING ISSTO BE T OF INCLUDED Q p SECTION WHEN APPROVER BY COLLAR DETAIL LE MIN RAISED P UTTERING IN THE 'BID PRICE FCR THE STRUCTURE, > F- NOTES � THE ENGINEER. 3 % SOLID STEEL 1. THE CONTRA..TOR SHALL SUBMIT DRAWINGS Ds TAILING ALL a 2/z" SMOOTH ROUND ROD ASPECTS OF FABRiCAT}vN AND INSTALLATICPN CF RAlL1AIG, ST'D. ST -1 •: HALF SECTION A -A �� 5. STEPS ARE TO BE PROVIDED WHEN H IS � � � CDNCRFTEE TiNC TC ' ., INCLUDING CONCRETE FOUNDAT#ONS FCR APPROVAL BY THE (WITH FRAME AND COWER REMOVED) DIMEE�YSiaNS OFORNLY DUMP NO WASTE DRAINS TO WATERWAYS 4`-0" OR GREATER, FOR DETAILS SEE _ 9 - W €3E I. SIGNED RASE i) ON \ T�� fPPfNG f f DI TAIL ' vGINEER PRIOR 7G INSTALLATION, SHOP DRAt9ING'S SHALL {f2" 6" SOIL CONDITIONS, 12" -ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? BF ;;CHIC AND SEALED BY R PROEFESSiG aA.L ENGINEER, AI� �A PRICK CONCRETE GAS €RDH L STANDARD ST -1. h sai a) 3 JL DING A `HL1D L`SEPdSE TQ PRACTICE ENGINEERING iN (` LL v 4EN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. jj 4'-0" ��T�� � 8, THIS ITEM MAY $£ PRECAST OR CAST- Q � ay � THE SIDEWALK OR RAMP GRADES APE EQUAL 2. ALL RA!1.3NC; J?v1. CHEATS AND FATE?HERS HALL 3£ vA iAPNI u 11^d' IN-PLACE, Iy ® U G - - DI*TAI" A D 1 0 Iv EARTH f FDE1Nf ATfON DETAIL TO OR GREATER TrV�.N 5 P RCENT GRIPPING ACCOPDAN� E WITH THE CURRENT ROAD AND BRIDGE SP£G'iFIC,AIJNS. ' q � _�-� -}^, NATES. 2`-6°' 7. *4 X 8" SMOOTH DOWELS AT � � �° '`{ �n r w BEVEL 45" 4'-2' HARDWARE SEE DETAIL B ua RA;L WILL BE INCIDENTAL TO THE C<DST OF TO ACHIEVE A UNI. .RM COATING QN Ati, SURFACES VENTING AND � �.a �^- �F g, CLOTH 1'-3°' APPROXIMATELY 12" C -C TO BE Q (J � Z Fnft USE wiTii TYPE 11& iEEP^ALIhdGSi THE RAILING. DRAINAGE HOL ES FOR GALVANIZING SHALL CBE !NCLUDEG IN THE � q 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7,1 � J PLACED IN ALL AREAS ADJACENT a � - Z SHOP DRAWINGS. t w _ ' WITHOUT PIPES, THE AMOUNT DISPLACED 4'" DEPTH AGGR. sw.rurKwz.ao-,., o„,w TO ABUTTING CONCRETE TO PREVENT W � — � O � ° BY PIPES MUST B£ DEDUCTED TO - 1~ a - 3. Ati. FASTEfJERS "HALL BE IN ACCORDANCE WITH ASTM A307, Q� #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS -- - ASTM A563, AND ASTM F644. ALL ANCHOR' BOLTS SHALL BE IN 0 ern . '• OBTAIN TRUE QUANTITIES. � w � � /j , #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. a � r j 0- O ,................... IvtAY. E' [)" .-�..,F................ MAX. 6'-0". 3 : TABLE OF QUANTITIES IN _ 0, a- o ' . sv � I1�1II jj� jjJ IIf1i3 �a SE£ STANDARD T -DI -3, 4 FOR d - U SEF RO,A PLANS ACCORDANCE WIT: AASH ; v A7334, GRADE b. 1-O'° = a E! 11 L] rn It" O C " NPS PIPE PICKET -4" CH C 2. A BASE THICKNESS OF 9" WAS USED p 1 ALTERNATE DESIGN, Z CL `}�_ - 4 � FJi� RETAINING 4. A ..�ILM;CAI. �(1v.,liOR S'(STE�t1, FROM `JD4T`S APPROVED MATERIAL b n 3" DIAMETER �- °HALL DETAILS. ( 15T MAY BE USED IN LiFu OF CAST IN PL AGI: ANCHORS AND BALL DEPTH BRICK: MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. � � 0 � (} COLLAR s " - 1- U WEEP HOLE p X O.G. s" SOLID Wlt;k(: T 4" l 8, 3" DIAMETER HARDWARE }C OTH 1/ ` 12"X12" E5 #2 �S fl e. r ' - < MANHOLE •- sV B>_ INCLUDED :"x THE Si-tCP DRAWING.,. � OLE 3 ft EACH SEE NOTE 8 � • INCREMENTS TO BE ADDED FOR x � � z 5, POSTS :' RAM $, 5!DEWALY' BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. � �' �- J 12" OR GALVANIZED STEEL WIRE, MINIMUM a? - SPIN-; BE MITERED 1'C MATCH GRACE Gt ra 1 + FEET THOUSANDS CU. YARDS CU. YARDS _ _ _ _15„_}8°' O 24” WIRE DIAMETER 0,03", NUMBER 4 MESH Q p N Q 1j J AND STEPS. f1 1 _ #2" R � � p J < I I f 6. FIANDRAI€_S +IA_L MATCH GRADE sD.> RAMPS Ss v'v^iA 4tS AND STEPS. `�= CONCRETE *" 4 0.5 £}.785 1,437 4, MATERIALS MAY BE BRICK, CONCRETE OR {y �,�y HARDWARE CLOTH ANCHORED FIRMLY '° cv Z 4' FOOTING APPROVED CONCRETE MANHOLE BLOCK. TO THE OUTSIDE OF THE STRUCTURE. v y '.D 0 \S •. j 7. ALL POSTS AND PICKETS `HALL BE SET PLUMB. ib - 5 O.7 0.785 1.699 iv sv �C3 c � r = Q Dry ~ W f I I n3 6 0.9 0,785 1.961 5.IF BLOCKS ARE USED THE MINIMUM _ - $. OAST €N PLACE CONCRETE 3S TO 13E Ln (1) O W I 8. RALl3^daS SHALL 8E GRO UNDED ANu EFEC`CiVELY SJNGEU. THICKNESS QF °AME 15 Ta BE 5 w c - I i GROUNDING �!NG P.1AT RIAi S GNaTA.L! AT!QN TO S= IN ACCORDANCE 7 1.0 0.785 2.22x' (� • " a Gi ' CLASS A3 (3Q00 PSI). PRECAST p I ( I "� • - a ' • OTHER THICKNESSES ARE TO CONFORM CONCRETE IS TO BE 4000 PS. 4-' > O O O O I 'NIT€; STV. FE -6. } •'. � •'.. - r,; . s, e • a, r . �••`. x„ � a.•; � •., • •,e � 8 1,2 47.785 2,485 a».o ws-w,a r«ws,.a. to - I 70 WALL THICKNESS SHAWN FOR p d U U U 9. COMFIEPCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LEU _ 9 1,4 0.785 2,747 CONCRETE. 11/z" 1" 2" 10, ANY ALTERNATE METHODS OF ANCHORAGE Il OF DESIGNING AND FABRICAT:!iC THE RA;LING. DOCLIMENTA.TIGN FROM SECTION A -A d % O �- --ANCHOR T E MA VERIFYNG TI R.r PftCJEGT REQUIRE €ENTS ARE DIAMETER =4'-8tl1-f-(2 x WALL THICKNESS) 10 1,6 0.785 3.0C)9 6, ALL CONCRETE TQ B£ CLASS 43. SEE DETAIL B _¢� MEETING THE APPROVAL OF THE ENGINEER W U }'RAIL EXPANSION JOINTS AT- ,CPI R_0LTS MET 'IRITH THE FAILING S^tSTEM, SHALL BE SUBMITTED WITH THE i4 1.9 0.970 3.455 CONCRETE QUANTITIES FOR MIN. DEPTH r A"' �T' MAY BE SUBSTITUTED FOR THE CAST €DON o Lu 3' MAX. T DR N_ LUGS AS SHOWN HEREON. (( iNTER`�: ALS NOT EXCEEDING : >. ALLRTIc' a AvditvGs AN>a APPRUV, O eY Trit ENGINEER IN*�, ��T�� �„,P 12 z.2 0.970 3.817 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT � � � v) � 30 FEET, ACCOPDANCE WIT:: N0TE 1. 13 2.5 0.970 4.179 INVERT IS TO BE SHAPED IN 1201 CONCRETE PIPE - 1,440 CU, YD, CONCRETE 1 CAST IRON 11. DUMP NO WASTE DRAtNS TO WATERWAY O O U O 3" POSTS ; 2" MIN. NPS (2.375" O -D,) SCHEDULE 80 PIPE 10. HANDP,AIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF Ct}NCRETE ()P ACCORDANCE WITH STANDARD CS -1. 15'" CONCRETE PIPE - 1,528 CU, YD, CO CRETE 1/4'" ��" GRATE 363 a 18 LBS LETTER€NG IS REQU€RED ON ALI DI -1 U U W Q (} RETAINING WALL RAILS : 2" MIN, NPS (2.375" O.D.) SCHEDULE 40 PIPE HE VIRGINIA UN3FCi?M STATEWIDE BUILDING CODE. BRICK 14 2.8 C3.$7a 4.541 THE COST OF FURNISHING AND PLACING 18°' CONCRETE PIPE - 1,620 CU. YD, CQIICRETE � � �� EXPANSION .JOIN)- PICKETS " M!N, e<PS (},JS" O.D.? SCi;EDULE 40 PIPE t, TNI;; APd1;RAtI. IS 'EC) E: USED DN€."r <1S A '-ROTI::;TE:)N FOR CONCRETE BLOCK 15 3,1 0.$70 4.903 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY cL �� SECTION C -C SECTION D -D VARY BY MANUFACTURER. s GPc'uraDlraG Pc:1 B.S'i !A JS ANG S1iGU C NGi' BE I''LaCE€> IN FId^r LGCA'FION 16 3.4 0.$70 5:285 SHAPING IS TO BE INCLUDED IN THE BIR ui W WOW W OR R" 3tid31N. SOLID STEEL SMJOTH ROUND RCD ADD 0.469 CU, YD. PER HR -1 TYPE flfPfCYCL R1�ff_lN�i ELECTRODE WHIR=: !T MIGHT BE 5+J ECT To ANY VEHICULAR tP<f'ACT. PRICE FOR THE STRUCTURE. �' 3� � � � Cl- - 17 4.0 1.173 6.0.32 ADDITIONAL FOOT OF DEPTH. GRATE DETAIL_ AGR vE:TtcutAP PRcFTEcTICsI1 STANDARD GUARDRAIL sNGu€.(1 :D � (FOR USE ALONG SHARED USE PATHS) BE USE Lt. INCREMENT 1 0.45 1 _ 0,582 o W®W 4 W W© W4 SPE1 IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILO IN THE CENTRAL OFFICE, \V00T SPECIFICATION � �" X�,/�T SPECIFICATION = � � � ti � FEh I2ENCE STANDARD HANDRAIL _ REFERENCE MANHOLE FOR 12" _ 48" PIPE CULVERTS ROAD AND BRNDGE STANDARDS ROAD AND BRIDGE STANRAffNDS STANDARD DROP INLET REFERENCE � ROAD AND BRIDGE UTrtvDAPDs (L€ W W W W. 1050 OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF t 3fl2 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE "1242 - 24" PIPE. MAXIMUM DEPTH (H) 101 233 � � � Q4 � � 238 504 VIRGINIA DEPARTMENT GE TRANSPORTATION 7; 11 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 GR -11 B-1, B-2 DI -2A, 2B, 2C Lu O O O O GR 11 PAY LIMIT GR -2. "1I`�" THREADED STU EXISTING OR PROPOSEDL21/2'10/21%1/4" GALV. (fSL££V£ INSERT SIDE ALK. SEE NOTE 15 8' 8" LANG ( LJ rN N N N n3 8' X 6" GALV. MC6X12 3 2 S �C TEPS (AS REQ'D,) „ 8" \ 3\` O TIMBER? POST SOIL PLATE BEARING GtD LASH R WEEP HALE SAS REQ`D,} WEEP HOLE (AS REQ'D.) EXPANSION JOINT A B I3ARSFASDaEWALK C EXPANSION JOINT 3`_s BARS A-1 u c j \ \ O O ANCHOR PLATE 5„ C -C a 10 C C D `� y t ? " O _ Ova _ °— BARS 8jELD£D DATE ANDROID CABLE — )/4` ANCHOR w - .? 153" C O JOI€€TS CABLE 3 a x FG7 t/t TYPICAL ' > NOM. 2„ 1xd caws n, BARS C / / { > I > `� FAC F R 9) s' Q -c s 1r „ 12 4 17 j END SECTION PLAN € � MAX. 3" STEPS�(AS REQ1R.) I I x �� � � E 0 CUB F �W co 0 I ME ,moi - DRAWN BY SEE STI} GR -HR'S � 4 I B" X 6" TIMBER POST ANCHOR PLATE I -CRACK CONTROL JOIN a 10" C -C Law- E ALTERNATE �IE31NT 3' -fl" o - a g `d;; ya w€ H AND ,. ;- DETAIL 2,_D„ „ ,_ ,° „ (�,.- SECTION B -P �C�L�AP I6 MN STEEL is I; A. ALLISON - ...a. . . 61 FOUNDATION €AX, 3 6 i0` MIAX. 1'-4 ° 2 -0„ 7 DESIGNED BY DETAIL A TUBE ,,� x i d X � � €� t X __ PLAN VIEW SEE DETAIL A Y4` DIA ANCHOR GABLE TOP OF GROUND A BARS A.-3 L 2 2"X21/2"XI/4" C. OR PAVEMENT TWa (2) �Ja" HEx. BOLTS 6" x 6" - W5,5 x W5.5 WELDER L -VARIABLE -MAX. 2a' GALv. SLOPE OF C. S%IIFFLETT AND NUTS 10" LANG ®.� _ APPROACH WITH WASHERS WIRE FABRIC OR EQUIVALENT AREA 2'-O" 8" 2'-2`° 1" - 8" 3`-a" � � SURFACE GALW, l�G6X12 SEE DETAIL B ' SOIL PLATE MONOLITHIC " 2`. Bd4R5 F w � � "ca _ c� 3°-21" � CHECKED BY -� e4 a GALVANIZED MC 6 X 12 I - Q WARPED SECTION D -D ELEVATION N ' c FOOTING a. 4 ' ' RS E SURFACE C. KOTAR�KI 2/x" X 4' 53/2" 7`f2„ 2,_0„ i I _ - - - 2 - BEFORE t 8 € B BAR B-1 GALV. SCALE GALV SLOTTED HOLE �)+ $" i €.� D 4 81' 4 2X 3„ DIAMETER I BARS F 8" WELD ALL 1" DIA. X 7" LG. - i MC6X12 Y2", X 411 - - WEEP HOLE „ STUD SHEAR SEENOTE 8 N/A SECTION C -C TONC CONNECTOR THREADED -CAB 131wTAIl. DOGHOUSE WITH �'0�3TINC TO L;QLLAR, TYP. ENTIRE LENGTH t1DECREASE TO 1" t HALEV 6„ 8„ NOTES; FRONT ELEVATION WHEN INLET IS USED " 11111 i € I # € I € i E 3 I T/y" RIA, HOLES SECTION - af.2A DI -28 WITH MEDIANS. F SOIL PLATE CAST GALV, 2. THE "H" DIMENSION SHOWN ON THE IRON STEEL. STANDARDS AND SPECIFIED ON THE PLANS 66 ± WILL BE MEASURED FROM THE INVERT OF 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE 3 LBS STRUCTURE. PLAN "H" DIMENSIONS ARE INCLUDING I INCLUDING LUGS (CONNECTORS APPROXIMATE ONLY FOR ESTIMATING va 1 x 1%2," x 4"j f/x„ x 4" STRUCTURE. LUGS1$:/� STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT FOR DISTANCE TO I it NPS SCHEDULE 4u PIPE-� '(1.90"ca SEE DETAIL A OF 7HE STRUCTURE SHALL HE SHAF'E13 POSTS /$ MIN. NPS v.G.l 8+� PIPE t*) SIDEWALK OR SHARED GRlPPiNG RAILI cr w a `/$" WITH CEMENT MORTAR TO PREVENT ® 0 RAILS 1, g MIN NPS (1.90" U.U.) SCHEDULE 40 PE USE PATH. GROUNDING �' w� _ n FLAT SLAB TOP AS DETAILED a ELEC€'RODE- HR -1 TYPE J HANDRAJJ_ ca w ON STANDARD T -MH --2 MAY BY 4'r0" STANDING . PONDINGCOS OF WATER HI THE rq U; 12 12" 2 tQ" mi c• = - SUBSTITUTED FOR TAPERED SECTION - AND PLACING ALL MATERIALS INC )ENTAL cv MIN. IIID USE ALG'.^<G STEP , ,� ` o TOINLET SHAPING ISSTO BE T OF INCLUDED Q p SECTION WHEN APPROVER BY COLLAR DETAIL LE MIN RAISED P UTTERING IN THE 'BID PRICE FCR THE STRUCTURE, > F- NOTES � THE ENGINEER. 3 % SOLID STEEL 1. THE CONTRA..TOR SHALL SUBMIT DRAWINGS Ds TAILING ALL a 2/z" SMOOTH ROUND ROD ASPECTS OF FABRiCAT}vN AND INSTALLATICPN CF RAlL1AIG, ST'D. ST -1 •: HALF SECTION A -A �� 5. STEPS ARE TO BE PROVIDED WHEN H IS � � � CDNCRFTEE TiNC TC ' ., INCLUDING CONCRETE FOUNDAT#ONS FCR APPROVAL BY THE (WITH FRAME AND COWER REMOVED) DIMEE�YSiaNS OFORNLY DUMP NO WASTE DRAINS TO WATERWAYS 4`-0" OR GREATER, FOR DETAILS SEE _ 9 - W €3E I. SIGNED RASE i) ON \ T�� fPPfNG f f DI TAIL ' vGINEER PRIOR 7G INSTALLATION, SHOP DRAt9ING'S SHALL {f2" 6" SOIL CONDITIONS, 12" -ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? BF ;;CHIC AND SEALED BY R PROEFESSiG aA.L ENGINEER, AI� �A PRICK CONCRETE GAS €RDH L STANDARD ST -1. h sai a) 3 JL DING A `HL1D L`SEPdSE TQ PRACTICE ENGINEERING iN (` LL v 4EN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. jj 4'-0" ��T�� � 8, THIS ITEM MAY $£ PRECAST OR CAST- Q � ay � THE SIDEWALK OR RAMP GRADES APE EQUAL 2. ALL RA!1.3NC; J?v1. CHEATS AND FATE?HERS HALL 3£ vA iAPNI u 11^d' IN-PLACE, Iy ® U G - - DI*TAI" A D 1 0 Iv EARTH f FDE1Nf ATfON DETAIL TO OR GREATER TrV�.N 5 P RCENT GRIPPING ACCOPDAN� E WITH THE CURRENT ROAD AND BRIDGE SP£G'iFIC,AIJNS. ' q � _�-� -}^, NATES. 2`-6°' 7. *4 X 8" SMOOTH DOWELS AT � � �° '`{ �n r w BEVEL 45" 4'-2' HARDWARE SEE DETAIL B ua RA;L WILL BE INCIDENTAL TO THE C<DST OF TO ACHIEVE A UNI. .RM COATING QN Ati, SURFACES VENTING AND � �.a �^- �F g, CLOTH 1'-3°' APPROXIMATELY 12" C -C TO BE Q (J � Z Fnft USE wiTii TYPE 11& iEEP^ALIhdGSi THE RAILING. DRAINAGE HOL ES FOR GALVANIZING SHALL CBE !NCLUDEG IN THE � q 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7,1 � J PLACED IN ALL AREAS ADJACENT a � - Z SHOP DRAWINGS. t w _ ' WITHOUT PIPES, THE AMOUNT DISPLACED 4'" DEPTH AGGR. sw.rurKwz.ao-,., o„,w TO ABUTTING CONCRETE TO PREVENT W � — � O � ° BY PIPES MUST B£ DEDUCTED TO - 1~ a - 3. Ati. FASTEfJERS "HALL BE IN ACCORDANCE WITH ASTM A307, Q� #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS -- - ASTM A563, AND ASTM F644. ALL ANCHOR' BOLTS SHALL BE IN 0 ern . '• OBTAIN TRUE QUANTITIES. � w � � /j , #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. a � r j 0- O ,................... IvtAY. E' [)" .-�..,F................ MAX. 6'-0". 3 : TABLE OF QUANTITIES IN _ 0, a- o ' . sv � I1�1II jj� jjJ IIf1i3 �a SE£ STANDARD T -DI -3, 4 FOR d - U SEF RO,A PLANS ACCORDANCE WIT: AASH ; v A7334, GRADE b. 1-O'° = a E! 11 L] rn It" O C " NPS PIPE PICKET -4" CH C 2. A BASE THICKNESS OF 9" WAS USED p 1 ALTERNATE DESIGN, Z CL `}�_ - 4 � FJi� RETAINING 4. A ..�ILM;CAI. �(1v.,liOR S'(STE�t1, FROM `JD4T`S APPROVED MATERIAL b n 3" DIAMETER �- °HALL DETAILS. ( 15T MAY BE USED IN LiFu OF CAST IN PL AGI: ANCHORS AND BALL DEPTH BRICK: MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. � � 0 � (} COLLAR s " - 1- U WEEP HOLE p X O.G. s" SOLID Wlt;k(: T 4" l 8, 3" DIAMETER HARDWARE }C OTH 1/ ` 12"X12" E5 #2 �S fl e. r ' - < MANHOLE •- sV B>_ INCLUDED :"x THE Si-tCP DRAWING.,. � OLE 3 ft EACH SEE NOTE 8 � • INCREMENTS TO BE ADDED FOR x � � z 5, POSTS :' RAM $, 5!DEWALY' BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. � �' �- J 12" OR GALVANIZED STEEL WIRE, MINIMUM a? - SPIN-; BE MITERED 1'C MATCH GRACE Gt ra 1 + FEET THOUSANDS CU. YARDS CU. YARDS _ _ _ _15„_}8°' O 24” WIRE DIAMETER 0,03", NUMBER 4 MESH Q p N Q 1j J AND STEPS. f1 1 _ #2" R � � p J < I I f 6. FIANDRAI€_S +IA_L MATCH GRADE sD.> RAMPS Ss v'v^iA 4tS AND STEPS. `�= CONCRETE *" 4 0.5 £}.785 1,437 4, MATERIALS MAY BE BRICK, CONCRETE OR {y �,�y HARDWARE CLOTH ANCHORED FIRMLY '° cv Z 4' FOOTING APPROVED CONCRETE MANHOLE BLOCK. TO THE OUTSIDE OF THE STRUCTURE. v y '.D 0 \S •. j 7. ALL POSTS AND PICKETS `HALL BE SET PLUMB. ib - 5 O.7 0.785 1.699 iv sv �C3 c � r = Q Dry ~ W f I I n3 6 0.9 0,785 1.961 5.IF BLOCKS ARE USED THE MINIMUM _ - $. OAST €N PLACE CONCRETE 3S TO 13E Ln (1) O W I 8. RALl3^daS SHALL 8E GRO UNDED ANu EFEC`CiVELY SJNGEU. THICKNESS QF °AME 15 Ta BE 5 w c - I i GROUNDING �!NG P.1AT RIAi S GNaTA.L! AT!QN TO S= IN ACCORDANCE 7 1.0 0.785 2.22x' (� • " a Gi ' CLASS A3 (3Q00 PSI). PRECAST p I ( I "� • - a ' • OTHER THICKNESSES ARE TO CONFORM CONCRETE IS TO BE 4000 PS. 4-' > O O O O I 'NIT€; STV. FE -6. } •'. � •'.. - r,; . s, e • a, r . �••`. x„ � a.•; � •., • •,e � 8 1,2 47.785 2,485 a».o ws-w,a r«ws,.a. to - I 70 WALL THICKNESS SHAWN FOR p d U U U 9. COMFIEPCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LEU _ 9 1,4 0.785 2,747 CONCRETE. 11/z" 1" 2" 10, ANY ALTERNATE METHODS OF ANCHORAGE Il OF DESIGNING AND FABRICAT:!iC THE RA;LING. DOCLIMENTA.TIGN FROM SECTION A -A d % O �- --ANCHOR T E MA VERIFYNG TI R.r PftCJEGT REQUIRE €ENTS ARE DIAMETER =4'-8tl1-f-(2 x WALL THICKNESS) 10 1,6 0.785 3.0C)9 6, ALL CONCRETE TQ B£ CLASS 43. SEE DETAIL B _¢� MEETING THE APPROVAL OF THE ENGINEER W U }'RAIL EXPANSION JOINTS AT- ,CPI R_0LTS MET 'IRITH THE FAILING S^tSTEM, SHALL BE SUBMITTED WITH THE i4 1.9 0.970 3.455 CONCRETE QUANTITIES FOR MIN. DEPTH r A"' �T' MAY BE SUBSTITUTED FOR THE CAST €DON o Lu 3' MAX. T DR N_ LUGS AS SHOWN HEREON. (( iNTER`�: ALS NOT EXCEEDING : >. ALLRTIc' a AvditvGs AN>a APPRUV, O eY Trit ENGINEER IN*�, ��T�� �„,P 12 z.2 0.970 3.817 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT � � � v) � 30 FEET, ACCOPDANCE WIT:: N0TE 1. 13 2.5 0.970 4.179 INVERT IS TO BE SHAPED IN 1201 CONCRETE PIPE - 1,440 CU, YD, CONCRETE 1 CAST IRON 11. DUMP NO WASTE DRAtNS TO WATERWAY O O U O 3" POSTS ; 2" MIN. NPS (2.375" O -D,) SCHEDULE 80 PIPE 10. HANDP,AIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF Ct}NCRETE ()P ACCORDANCE WITH STANDARD CS -1. 15'" CONCRETE PIPE - 1,528 CU, YD, CO CRETE 1/4'" ��" GRATE 363 a 18 LBS LETTER€NG IS REQU€RED ON ALI DI -1 U U W Q (} RETAINING WALL RAILS : 2" MIN, NPS (2.375" O.D.) SCHEDULE 40 PIPE HE VIRGINIA UN3FCi?M STATEWIDE BUILDING CODE. BRICK 14 2.8 C3.$7a 4.541 THE COST OF FURNISHING AND PLACING 18°' CONCRETE PIPE - 1,620 CU. YD, CQIICRETE � � �� EXPANSION .JOIN)- PICKETS " M!N, e<PS (},JS" O.D.? SCi;EDULE 40 PIPE t, TNI;; APd1;RAtI. IS 'EC) E: USED DN€."r <1S A '-ROTI::;TE:)N FOR CONCRETE BLOCK 15 3,1 0.$70 4.903 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY cL �� SECTION C -C SECTION D -D VARY BY MANUFACTURER. s GPc'uraDlraG Pc:1 B.S'i !A JS ANG S1iGU C NGi' BE I''LaCE€> IN FId^r LGCA'FION 16 3.4 0.$70 5:285 SHAPING IS TO BE INCLUDED IN THE BIR ui W WOW W OR R" 3tid31N. SOLID STEEL SMJOTH ROUND RCD ADD 0.469 CU, YD. PER HR -1 TYPE flfPfCYCL R1�ff_lN�i ELECTRODE WHIR=: !T MIGHT BE 5+J ECT To ANY VEHICULAR tP<f'ACT. PRICE FOR THE STRUCTURE. �' 3� � � � Cl- - 17 4.0 1.173 6.0.32 ADDITIONAL FOOT OF DEPTH. GRATE DETAIL_ AGR vE:TtcutAP PRcFTEcTICsI1 STANDARD GUARDRAIL sNGu€.(1 :D � (FOR USE ALONG SHARED USE PATHS) BE USE Lt. INCREMENT 1 0.45 1 _ 0,582 o W®W 4 W W© W4 SPE1 IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILO IN THE CENTRAL OFFICE, \V00T SPECIFICATION � �" X�,/�T SPECIFICATION = � � � ti � FEh I2ENCE STANDARD HANDRAIL _ REFERENCE MANHOLE FOR 12" _ 48" PIPE CULVERTS ROAD AND BRNDGE STANDARDS ROAD AND BRIDGE STANRAffNDS STANDARD DROP INLET REFERENCE � ROAD AND BRIDGE UTrtvDAPDs (L€ W W W W. 1050 OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF t 3fl2 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE "1242 - 24" PIPE. MAXIMUM DEPTH (H) 101 233 � � � Q4 � � 238 504 VIRGINIA DEPARTMENT GE TRANSPORTATION 7; 11 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 GR -11 B-1, B-2 DI -2A, 2B, 2C Lu O O O O GR 11 PAY LIMIT GR -2. "1I`�" THREADED STU EXISTING OR PROPOSEDL21/2'10/21%1/4" GALV. (fSL££V£ INSERT SIDE ALK. SEE NOTE 15 8' 8" LANG ( LJ rN N N N n3 8' X 6" GALV. MC6X12 3 2 S �C TEPS (AS REQ'D,) „ 8" \ 3\` O TIMBER? POST SOIL PLATE BEARING GtD LASH R WEEP HALE SAS REQ`D,} WEEP HOLE (AS REQ'D.) EXPANSION JOINT A B I3ARSFASDaEWALK C EXPANSION JOINT 3`_s BARS A-1 u c j \ \ O O ANCHOR PLATE 5„ C -C a 10 C C D `� y t ? " O _ Ova _ °— BARS 8jELD£D DATE ANDROID CABLE — )/4` ANCHOR w - .? 153" C O JOI€€TS CABLE 3 a x FG7 t/t TYPICAL ' > NOM. 2„ 1xd caws n, BARS C / / { > I > `� FAC F R 9) s' Q -c s 1r „ 12 4 17 j END SECTION PLAN € � MAX. 3" STEPS�(AS REQ1R.) I I x �� � � E 0 CUB F �W co 0 I ME ,moi - DRAWN BY SEE STI} GR -HR'S � 4 I B" X 6" TIMBER POST ANCHOR PLATE I -CRACK CONTROL JOIN a 10" C -C Law- E ALTERNATE �IE31NT 3' -fl" o - a g `d;; ya w€ H AND ,. ;- DETAIL 2,_D„ „ ,_ ,° „ (�,.- SECTION B -P �C�L�AP I6 MN STEEL is I; A. ALLISON - ...a. . . 61 FOUNDATION €AX, 3 6 i0` MIAX. 1'-4 ° 2 -0„ 7 DESIGNED BY DETAIL A TUBE ,,� x i d X � � €� t X __ PLAN VIEW SEE DETAIL A Y4` DIA ANCHOR GABLE TOP OF GROUND A BARS A.-3 L 2 2"X21/2"XI/4" C. OR PAVEMENT TWa (2) �Ja" HEx. BOLTS 6" x 6" - W5,5 x W5.5 WELDER L -VARIABLE -MAX. 2a' GALv. SLOPE OF C. S%IIFFLETT AND NUTS 10" LANG ®.� _ APPROACH WITH WASHERS WIRE FABRIC OR EQUIVALENT AREA 2'-O" 8" 2'-2`° 1" - 8" 3`-a" � � SURFACE GALW, l�G6X12 SEE DETAIL B ' SOIL PLATE MONOLITHIC " 2`. Bd4R5 F w � � "ca _ c� 3°-21" � CHECKED BY -� e4 a GALVANIZED MC 6 X 12 I - Q WARPED SECTION D -D ELEVATION N ' c FOOTING a. 4 ' ' RS E SURFACE C. KOTAR�KI 2/x" X 4' 53/2" 7`f2„ 2,_0„ i I _ - - - 2 - BEFORE t 8 € B BAR B-1 GALV. SCALE GALV SLOTTED HOLE �)+ $" i €.� D 4 81' 4 2X 3„ DIAMETER I BARS F 8" WELD ALL 1" DIA. X 7" LG. - i MC6X12 Y2", X 411 - - WEEP HOLE „ STUD SHEAR SEENOTE 8 N/A SECTION C -C TONC CONNECTOR THREADED -CAB 131wTAIl. DOGHOUSE WITH �'0�3TINC TO L;QLLAR, TYP. ENTIRE LENGTH t1DECREASE TO 1" t HALEV 6„ 8„ NOTES; FRONT ELEVATION WHEN INLET IS USED " 11111 i € I # € I € i E 3 I T/y" RIA, HOLES SECTION - af.2A DI -28 WITH MEDIANS. F SOIL PLATE DIMENSIONS 2. THE "H" DIMENSION SHOWN ON THE D STANDARDS AND SPECIFIED ON THE PLANS Y SUGGESTED MINIMUM MAX, PIPE SIZE WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE SWAGE CONNECTED FITTING AND STUD APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS, 84" 3, WHEN SPECIFIER ON THE PLANS THE 8" 60"' INVERT IS TO BE SHARER IN ACCORDANCE TO THREADED STUD SHORT WOODEN WITH STANDARD IS -1. THE COST OF 8,i 86' FURNISHING AND PLACING ALL MATERIALS + ' INCIDENTAL TO THE SHAPING IS TO BE 8 INCLUDED IN THE BID PRIDE FAR 7HE va 1 x 1%2," x 4"j f/x„ x 4" STRUCTURE. LUGS1$:/� STUD SHEAR 4. IN THE EVENT THE INVERT OF THE CONNECTORS OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT FOR DISTANCE TO I it NPS SCHEDULE 4u PIPE-� '(1.90"ca SEE DETAIL A OF 7HE STRUCTURE SHALL HE SHAF'E13 POSTS /$ MIN. NPS v.G.l 8+� PIPE t*) SIDEWALK OR SHARED GRlPPiNG RAILI cr w a `/$" WITH CEMENT MORTAR TO PREVENT ® 0 RAILS 1, g MIN NPS (1.90" U.U.) SCHEDULE 40 PE USE PATH. GROUNDING �' w� _ n FLAT SLAB TOP AS DETAILED a ELEC€'RODE- HR -1 TYPE J HANDRAJJ_ ca w ON STANDARD T -MH --2 MAY BY 4'r0" STANDING . PONDINGCOS OF WATER HI THE rq U; 12 12" 2 tQ" mi c• = - SUBSTITUTED FOR TAPERED SECTION - AND PLACING ALL MATERIALS INC )ENTAL cv MIN. IIID USE ALG'.^<G STEP , ,� ` o TOINLET SHAPING ISSTO BE T OF INCLUDED Q p SECTION WHEN APPROVER BY COLLAR DETAIL LE MIN RAISED P UTTERING IN THE 'BID PRICE FCR THE STRUCTURE, > F- NOTES � THE ENGINEER. 3 % SOLID STEEL 1. THE CONTRA..TOR SHALL SUBMIT DRAWINGS Ds TAILING ALL a 2/z" SMOOTH ROUND ROD ASPECTS OF FABRiCAT}vN AND INSTALLATICPN CF RAlL1AIG, ST'D. ST -1 •: HALF SECTION A -A �� 5. STEPS ARE TO BE PROVIDED WHEN H IS � � � CDNCRFTEE TiNC TC ' ., INCLUDING CONCRETE FOUNDAT#ONS FCR APPROVAL BY THE (WITH FRAME AND COWER REMOVED) DIMEE�YSiaNS OFORNLY DUMP NO WASTE DRAINS TO WATERWAYS 4`-0" OR GREATER, FOR DETAILS SEE _ 9 - W €3E I. SIGNED RASE i) ON \ T�� fPPfNG f f DI TAIL ' vGINEER PRIOR 7G INSTALLATION, SHOP DRAt9ING'S SHALL {f2" 6" SOIL CONDITIONS, 12" -ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS? BF ;;CHIC AND SEALED BY R PROEFESSiG aA.L ENGINEER, AI� �A PRICK CONCRETE GAS €RDH L STANDARD ST -1. h sai a) 3 JL DING A `HL1D L`SEPdSE TQ PRACTICE ENGINEERING iN (` LL v 4EN. GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. jj 4'-0" ��T�� � 8, THIS ITEM MAY $£ PRECAST OR CAST- Q � ay � THE SIDEWALK OR RAMP GRADES APE EQUAL 2. ALL RA!1.3NC; J?v1. CHEATS AND FATE?HERS HALL 3£ vA iAPNI u 11^d' IN-PLACE, Iy ® U G - - DI*TAI" A D 1 0 Iv EARTH f FDE1Nf ATfON DETAIL TO OR GREATER TrV�.N 5 P RCENT GRIPPING ACCOPDAN� E WITH THE CURRENT ROAD AND BRIDGE SP£G'iFIC,AIJNS. ' q � _�-� -}^, NATES. 2`-6°' 7. *4 X 8" SMOOTH DOWELS AT � � �° '`{ �n r w BEVEL 45" 4'-2' HARDWARE SEE DETAIL B ua RA;L WILL BE INCIDENTAL TO THE C<DST OF TO ACHIEVE A UNI. .RM COATING QN Ati, SURFACES VENTING AND � �.a �^- �F g, CLOTH 1'-3°' APPROXIMATELY 12" C -C TO BE Q (J � Z Fnft USE wiTii TYPE 11& iEEP^ALIhdGSi THE RAILING. DRAINAGE HOL ES FOR GALVANIZING SHALL CBE !NCLUDEG IN THE � q 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7,1 � J PLACED IN ALL AREAS ADJACENT a � - Z SHOP DRAWINGS. t w _ ' WITHOUT PIPES, THE AMOUNT DISPLACED 4'" DEPTH AGGR. sw.rurKwz.ao-,., o„,w TO ABUTTING CONCRETE TO PREVENT W � — � O � ° BY PIPES MUST B£ DEDUCTED TO - 1~ a - 3. Ati. FASTEfJERS "HALL BE IN ACCORDANCE WITH ASTM A307, Q� #68,#78 OR SETTLEMENT. IN LIEU OF DOWELS -- - ASTM A563, AND ASTM F644. ALL ANCHOR' BOLTS SHALL BE IN 0 ern . '• OBTAIN TRUE QUANTITIES. � w � � /j , #8 x 6" WIDTH A 2"X4" NOTCH MAY BE PROVIDED. a � r j 0- O ,................... IvtAY. E' [)" .-�..,F................ MAX. 6'-0". 3 : TABLE OF QUANTITIES IN _ 0, a- o ' . sv � I1�1II jj� jjJ IIf1i3 �a SE£ STANDARD T -DI -3, 4 FOR d - U SEF RO,A PLANS ACCORDANCE WIT: AASH ; v A7334, GRADE b. 1-O'° = a E! 11 L] rn It" O C " NPS PIPE PICKET -4" CH C 2. A BASE THICKNESS OF 9" WAS USED p 1 ALTERNATE DESIGN, Z CL `}�_ - 4 � FJi� RETAINING 4. A ..�ILM;CAI. �(1v.,liOR S'(STE�t1, FROM `JD4T`S APPROVED MATERIAL b n 3" DIAMETER �- °HALL DETAILS. ( 15T MAY BE USED IN LiFu OF CAST IN PL AGI: ANCHORS AND BALL DEPTH BRICK: MANHOLE CONCRETE COMPUTING CONCRETE QUANTITIES. � � 0 � (} COLLAR s " - 1- U WEEP HOLE p X O.G. s" SOLID Wlt;k(: T 4" l 8, 3" DIAMETER HARDWARE }C OTH 1/ ` 12"X12" E5 #2 �S fl e. r ' - < MANHOLE •- sV B>_ INCLUDED :"x THE Si-tCP DRAWING.,. � OLE 3 ft EACH SEE NOTE 8 � • INCREMENTS TO BE ADDED FOR x � � z 5, POSTS :' RAM $, 5!DEWALY' BRICK CONCRETE CONCRETE ADDITIONAL FOOT OF DEPTH. � �' �- J 12" OR GALVANIZED STEEL WIRE, MINIMUM a? - SPIN-; BE MITERED 1'C MATCH GRACE Gt ra 1 + FEET THOUSANDS CU. YARDS CU. YARDS _ _ _ _15„_}8°' O 24” WIRE DIAMETER 0,03", NUMBER 4 MESH Q p N Q 1j J AND STEPS. f1 1 _ #2" R � � p J < I I f 6. FIANDRAI€_S +IA_L MATCH GRADE sD.> RAMPS Ss v'v^iA 4tS AND STEPS. `�= CONCRETE *" 4 0.5 £}.785 1,437 4, MATERIALS MAY BE BRICK, CONCRETE OR {y �,�y HARDWARE CLOTH ANCHORED FIRMLY '° cv Z 4' FOOTING APPROVED CONCRETE MANHOLE BLOCK. TO THE OUTSIDE OF THE STRUCTURE. v y '.D 0 \S •. j 7. ALL POSTS AND PICKETS `HALL BE SET PLUMB. ib - 5 O.7 0.785 1.699 iv sv �C3 c � r = Q Dry ~ W f I I n3 6 0.9 0,785 1.961 5.IF BLOCKS ARE USED THE MINIMUM _ - $. OAST €N PLACE CONCRETE 3S TO 13E Ln (1) O W I 8. RALl3^daS SHALL 8E GRO UNDED ANu EFEC`CiVELY SJNGEU. THICKNESS QF °AME 15 Ta BE 5 w c - I i GROUNDING �!NG P.1AT RIAi S GNaTA.L! AT!QN TO S= IN ACCORDANCE 7 1.0 0.785 2.22x' (� • " a Gi ' CLASS A3 (3Q00 PSI). PRECAST p I ( I "� • - a ' • OTHER THICKNESSES ARE TO CONFORM CONCRETE IS TO BE 4000 PS. 4-' > O O O O I 'NIT€; STV. FE -6. } •'. � •'.. - r,; . s, e • a, r . �••`. x„ � a.•; � •., • •,e � 8 1,2 47.785 2,485 a».o ws-w,a r«ws,.a. to - I 70 WALL THICKNESS SHAWN FOR p d U U U 9. COMFIEPCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LEU _ 9 1,4 0.785 2,747 CONCRETE. 11/z" 1" 2" 10, ANY ALTERNATE METHODS OF ANCHORAGE Il OF DESIGNING AND FABRICAT:!iC THE RA;LING. DOCLIMENTA.TIGN FROM SECTION A -A d % O �- --ANCHOR T E MA VERIFYNG TI R.r PftCJEGT REQUIRE €ENTS ARE DIAMETER =4'-8tl1-f-(2 x WALL THICKNESS) 10 1,6 0.785 3.0C)9 6, ALL CONCRETE TQ B£ CLASS 43. SEE DETAIL B _¢� MEETING THE APPROVAL OF THE ENGINEER W U }'RAIL EXPANSION JOINTS AT- ,CPI R_0LTS MET 'IRITH THE FAILING S^tSTEM, SHALL BE SUBMITTED WITH THE i4 1.9 0.970 3.455 CONCRETE QUANTITIES FOR MIN. DEPTH r A"' �T' MAY BE SUBSTITUTED FOR THE CAST €DON o Lu 3' MAX. T DR N_ LUGS AS SHOWN HEREON. (( iNTER`�: ALS NOT EXCEEDING : >. ALLRTIc' a AvditvGs AN>a APPRUV, O eY Trit ENGINEER IN*�, ��T�� �„,P 12 z.2 0.970 3.817 7. WHEN SPECIFIED ON PLANS THE APPROXIMATE WEIGHT � � � v) � 30 FEET, ACCOPDANCE WIT:: N0TE 1. 13 2.5 0.970 4.179 INVERT IS TO BE SHAPED IN 1201 CONCRETE PIPE - 1,440 CU, YD, CONCRETE 1 CAST IRON 11. DUMP NO WASTE DRAtNS TO WATERWAY O O U O 3" POSTS ; 2" MIN. NPS (2.375" O -D,) SCHEDULE 80 PIPE 10. HANDP,AIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF Ct}NCRETE ()P ACCORDANCE WITH STANDARD CS -1. 15'" CONCRETE PIPE - 1,528 CU, YD, CO CRETE 1/4'" ��" GRATE 363 a 18 LBS LETTER€NG IS REQU€RED ON ALI DI -1 U U W Q (} RETAINING WALL RAILS : 2" MIN, NPS (2.375" O.D.) SCHEDULE 40 PIPE HE VIRGINIA UN3FCi?M STATEWIDE BUILDING CODE. BRICK 14 2.8 C3.$7a 4.541 THE COST OF FURNISHING AND PLACING 18°' CONCRETE PIPE - 1,620 CU. YD, CQIICRETE � � �� EXPANSION .JOIN)- PICKETS " M!N, e<PS (},JS" O.D.? SCi;EDULE 40 PIPE t, TNI;; APd1;RAtI. IS 'EC) E: USED DN€."r <1S A '-ROTI::;TE:)N FOR CONCRETE BLOCK 15 3,1 0.$70 4.903 ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE GRATES. LOCATION OF LETTERING MAY cL �� SECTION C -C SECTION D -D VARY BY MANUFACTURER. s GPc'uraDlraG Pc:1 B.S'i !A JS ANG S1iGU C NGi' BE I''LaCE€> IN FId^r LGCA'FION 16 3.4 0.$70 5:285 SHAPING IS TO BE INCLUDED IN THE BIR ui W WOW W OR R" 3tid31N. SOLID STEEL SMJOTH ROUND RCD ADD 0.469 CU, YD. PER HR -1 TYPE flfPfCYCL R1�ff_lN�i ELECTRODE WHIR=: !T MIGHT BE 5+J ECT To ANY VEHICULAR tP<f'ACT. PRICE FOR THE STRUCTURE. �' 3� � � � Cl- - 17 4.0 1.173 6.0.32 ADDITIONAL FOOT OF DEPTH. GRATE DETAIL_ AGR vE:TtcutAP PRcFTEcTICsI1 STANDARD GUARDRAIL sNGu€.(1 :D � (FOR USE ALONG SHARED USE PATHS) BE USE Lt. INCREMENT 1 0.45 1 _ 0,582 o W®W 4 W W© W4 SPE1 IFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILO IN THE CENTRAL OFFICE, \V00T SPECIFICATION � �" X�,/�T SPECIFICATION = � � � ti � FEh I2ENCE STANDARD HANDRAIL _ REFERENCE MANHOLE FOR 12" _ 48" PIPE CULVERTS ROAD AND BRNDGE STANDARDS ROAD AND BRIDGE STANRAffNDS STANDARD DROP INLET REFERENCE � ROAD AND BRIDGE UTrtvDAPDs (L€ W W W W. 1050 OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF t 3fl2 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE "1242 - 24" PIPE. MAXIMUM DEPTH (H) 101 233 � � � Q4 � � 238 504 VIRGINIA DEPARTMENT GE TRANSPORTATION 7; 11 601.05 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 GR -11 B-1, B-2 DI -2A, 2B, 2C Lu O O O O GR 11 PAY LIMIT GR -2. "1I`�" THREADED STU EXISTING OR PROPOSEDL21/2'10/21%1/4" GALV. (fSL££V£ INSERT SIDE ALK. SEE NOTE 15 8' 8" LANG ( LJ rN N N N n3 8' X 6" GALV. MC6X12 3 2 S �C TEPS (AS REQ'D,) „ 8" \ 3\` O TIMBER? POST SOIL PLATE BEARING GtD LASH R WEEP HALE SAS REQ`D,} WEEP HOLE (AS REQ'D.) EXPANSION JOINT A B I3ARSFASDaEWALK C EXPANSION JOINT 3`_s BARS A-1 u c j \ \ O O ANCHOR PLATE 5„ C -C a 10 C C D `� y t ? " O _ Ova _ °— BARS 8jELD£D DATE ANDROID CABLE — )/4` ANCHOR w - .? 153" C O JOI€€TS CABLE 3 a x FG7 t/t TYPICAL ' > NOM. 2„ 1xd caws n, BARS C / / { > I > `� FAC F R 9) s' Q -c s 1r „ 12 4 17 j END SECTION PLAN € � MAX. 3" STEPS�(AS REQ1R.) I I x �� � � E 0 CUB F �W co 0 I ME ,moi - DRAWN BY SEE STI} GR -HR'S � 4 I B" X 6" TIMBER POST ANCHOR PLATE I -CRACK CONTROL JOIN a 10" C -C Law- E ALTERNATE �IE31NT 3' -fl" o - a g `d;; ya w€ H AND ,. ;- DETAIL 2,_D„ „ ,_ ,° „ (�,.- SECTION B -P �C�L�AP I6 MN STEEL is I; A. ALLISON - ...a. . . 61 FOUNDATION €AX, 3 6 i0` MIAX. 1'-4 ° 2 -0„ 7 DESIGNED BY DETAIL A TUBE ,,� x i d X � � €� t X __ PLAN VIEW SEE DETAIL A Y4` DIA ANCHOR GABLE TOP OF GROUND A BARS A.-3 L 2 2"X21/2"XI/4" C. OR PAVEMENT TWa (2) �Ja" HEx. BOLTS 6" x 6" - W5,5 x W5.5 WELDER L -VARIABLE -MAX. 2a' GALv. SLOPE OF C. S%IIFFLETT AND NUTS 10" LANG ®.� _ APPROACH WITH WASHERS WIRE FABRIC OR EQUIVALENT AREA 2'-O" 8" 2'-2`° 1" - 8" 3`-a" � � SURFACE GALW, l�G6X12 SEE DETAIL B ' SOIL PLATE MONOLITHIC " 2`. Bd4R5 F w � � "ca _ c� 3°-21" � CHECKED BY -� e4 a GALVANIZED MC 6 X 12 I - Q WARPED SECTION D -D ELEVATION N ' c FOOTING a. 4 ' ' RS E SURFACE C. KOTAR�KI 2/x" X 4' 53/2" 7`f2„ 2,_0„ i I _ - - - 2 - BEFORE t 8 € B BAR B-1 GALV. SCALE GALV SLOTTED HOLE �)+ $" i €.� D 4 81' 4 2X 3„ DIAMETER I BARS F 8" WELD ALL 1" DIA. X 7" LG. - i MC6X12 Y2", X 411 - - WEEP HOLE „ STUD SHEAR SEENOTE 8 N/A SECTION C -C TONC CONNECTOR THREADED -CAB 131wTAIl. DOGHOUSE WITH �'0�3TINC TO L;QLLAR, TYP. ENTIRE LENGTH t1DECREASE TO 1" t HALEV 6„ 8„ NOTES; FRONT ELEVATION WHEN INLET IS USED " 11111 i € I # € I € i E 3 I T/y" RIA, HOLES SECTION - af.2A DI -28 WITH MEDIANS. F SOIL PLATE DIMENSIONS COMPRESSON AT TOE LBS. PER SQ. FT. D 1. SEE GENERA. NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, Y SUGGESTED MINIMUM MAX, PIPE SIZE - 36'° �A'4" {IIA. CABLE TO BE STANDARD SWAGGED N RIA, T/g' D€A. "H" (LIN, FT. FOR MANHOLES) DIMENSIONS. ETC, SWAGE CONNECTED FITTING AND STUD ' S HOLE HOLE 81 24" 811 361, ua 72" 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199, ANCHOR CABLE SWAGE CONNECTION 54„ 84" 7' 8" 60"' T/8 " DIA. HOLES 3. CONCRETE SHALL BE 4000 PSI, TO THREADED STUD SHORT WOODEN POST 8,i 86' 72,s + ' 4• WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL SH LL FORMED, DRILLED, IC NEATLY OUT AS APPROVED 8Y THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 8 _ 4,-g%., 2283 23.83 THE ANGLES BETWEEN CENTER LINES THE INVERT ELEVATIONS,ATHE SIZE OF ALL PIPES TO 1&, " DIA 2 4" 2568 3" , 1 ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 431 TND A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 2" r 4" 1 4" u 4" _f_2"_I HOLE 1 4 , / " F f8„ X 2rc" X 3" 35.63 11 5, DIMENSIONS SHOWN ARE MINIMUM, ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER a u 42.98 1-4 WARPED GUTTER BARS A-1 APPROACH GUTTER g 71, 1„ I I I � _j ca p x I 3 x I I - • WEEPHOLE 5„ X 1 j 1/ LA€ �`IX21 X1/4" I I I FILO +� a cx BARS A-1 I- SEE NOTE 8 BENT 1�I.ATES `- SLOPE OF w o R BARS I a 0" C -C APPROACH 1 z y SURFACE STEEL END ?'LAI " I X41t STU�b N 1 _ 4„ FOR USE ON GRADES 10C C BARS B - 1/4" I BAR CONN. 6, "D" IS NOMINAL DIAMETER. L z all C C MELDED TO ANGL Mal, DIA. * DEPTH „H„ OF 38'" DIAMETER BASE UNIT RESTRICTED DI -2C � BARS F € IRON 0 21 C -C N HOLE 1Yj " DIA. 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. x��HLiLE THE INVERT OF THE STRUCTURE SHALL BE SHAPER WITH CEMENT MORTAR 70 PREVENT STANDING - ";• ,,....:. ,., 3 TYPE * A SUREAC£ TYPE B _ OR PONDING OF WATER IN THE STRUCTURE, `SONE THROUGH PIPE ONLY, (ONE PIPE ENTERING AND S ONE PIPE EXITING STRUCTURE) I - € TS 8"x6"xytel 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S RESIGN MEETING VDOT APPROVAL. FLO I I LOW •' STEPS NOSE DETAILS c r JOINTS ARE TO BE SEALED WITH MORTAR° 0 -RING GASKETS, OR BUTYL RUBBER. W I F SEE NOTE 5 a) BEADING PLATE y I � 2`-3"' TYPE A NOSE DETAIL SHALL BE U5£i) WITH CG -7 STANDARD. A6" STEEL ANCHOR STEEL FOUNDATION TOPE € _ _ € 3'- °' 42 TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. t}a PLATE ONE PIECE NO iE4 GVANIZED ST P 8$" 30' AND IS TO BE ANCHORED WITHUD PLATE "X41 ANGLE w GOLD FARM USE OF THIS TERMINAL TREATMENT IS RESTRICTED FOR USE IN SAGS SECTION A'A O ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS, BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLA AT TC -C. Lu Q XvooTTRAILING END TERMINAL TREATMENT SPECIFICATION 1v STANDARD PRECAST BASE UNITS SPECIFICATION `EN � STANDARD CURB DROP FLET S����R����N ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 505 SHEET 1 OF 1 REVISION DATE 105 SHEET 1 OF 2 1 REVISION DATE 1212 - 24" PIPE: MAXIMUM DEPTH (H) - 91 233 o VIRGINIA DEPARTMENT OF TRANSPORTATION LL 221 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 501.20 103.11 104,03 VIRGINIA DEPARTMENT OF TRANSPORTATION A!11111111111111� (D RW 3 F D3 -3A, SE, 3C � 4>, SURFACE OF JOINT T EXPANSION KEYED m PAINTED WITH ASPHALT 3` 501, � FOR DETANLS OF INLET ,, o JUiAIT "- JOINT-, BA}2S Lt APPROACH i)A H .� S ExPA1d�,IC)Pd J+31NT ;�-.... FRW+4E ;� COVER BACK 'GF S10EWAL1'• `� 1 JCEIAFT-.. •`�,,"',- j ,,xUTTER 0 G SEE ST44DARD IC -2: � BAF G � ; " ��y WARP � C ' p i4" PREMOLDED 4 BAR$ G- ,* 4<, 2» w . -7'---- fes . Gt3TT R' > s JOINT FILLER E BACK 0 v •., 0 NOT LESS THAN US OF {ALL z EARS C r e I BAt S 1/ C as S] c w ", S I f2S F }" "{"J CU F-"8ARS 8 � � = HARDWARE � ' " • � 1 € Y 51 y3 8„CLOTH „x , 2%1X9" w k VrA L H2O - S16 WATERSTQP (ta ARS F II WEEP 'CHmTEE 5 LIVE LOAD w "LJ TDP A All WAT£RSTOP DECK SURCHARGE - LOADED J oQQE s SEE DETAIL TOE OF WAIL KEYED JOINT ; • 1 €ITE°s ` £ c POROUS BACKFILL 100 LBS./CU. FT, f3 I1 iI Akt F 8Af A < REQUIREMENTS GUTTER , JOINT #78 OR #8 AGGREGATE OR CRUSHED GLASS -BARS DCURB- CONTRACTION rX g 2 a k II f' o CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 301 MEETING #78 OR #$ GRADATION REQUIREMENTS OF CUE�B- 3 ,, L O a'' . GCONtPOL J+.(tdT CRACK CONTROL W 4 G EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. a ,' 7< (3(A m o WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED H -HEIGHT IN FEET, r '• , B, MIN.✓ PL,A11 SECTION A"Ari -J QO BASE - 6/10 H W` S' Fs , -m a Q �® z MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. A - 1/6 BASE, WITH MIN. OF T. r = ' ` $ 10' 30 MAX. s Z ' '�"'^"-�; r 1{EYIrL� CONST, ,#G€NT O EARTH - 100 LBS, I " CONCRETE - 150 LBS. a' ; r ,,a: E -VARIABLE?LkX>(1` »t WARPED o \ ANGLE OF REPOSE - 11/2= 1 2>-0<= a« 2`_6., 8..1 G` 1 ER w a 1- I �...-..... I D _ '" F ." j BARS A f APPROACH JACE4 � o 'a. , ' , eu> y X I GUTTER F _ DEPTH OF WALL IN GROUND DETERMINED �r"� ' °.a, a �. 2 I) C BY CONDITIONS, TO BE NOT LESS THAN 11-6"`�q; z b x I �� m c CL 0 WEEP HOLE WITH 12"X12" PLASTIC •, va ' '. `. .1 om,._ r WATERSTOP HARDWARE CLOTH 1/4" MESH OR ' _ �. ,°. ; ' I 7 3 a F BARS E rh s �` BATS E OR GALVANIZED STEEL WIRE,MINIMUM a a .. 311 DIAMETER Z N r' > a r I WEEP HOLE BATAS B Z ", DETAIL WIRE DIAMETER CLO NUMBER 4 Via, " <t P NT .I� N`ATIt N ` $ 8' MESH HARDWARE CLOTH ANCHORED € 5A#S F- f O fG €TTI»'" E F(2E HEIGHT OF WALL "H" IN FEET THICKNESS AT TOP "A" IN FEET DIMENSIONS COMPRESSON AT TOE LBS. PER SQ. FT. D X MINIMUM Y SUGGESTED MINIMUM MAX, PIPE SIZE ABSOLUTE MAXIMUM gy 36'° 4t1 61, 18" 21" 481, 60" 5„ 5°' 81 24" 811 361, 27" 42" 72" 6„ 812 48„ 54„ 84" 7' 8" 60"' 66" 38" 81l 8,i 86' 72,s 1-4 WARPED GUTTER BARS A-1 APPROACH GUTTER g 71, 1„ I I I � _j ca p x I 3 x I I - • WEEPHOLE 5„ X 1 j 1/ LA€ �`IX21 X1/4" I I I FILO +� a cx BARS A-1 I- SEE NOTE 8 BENT 1�I.ATES `- SLOPE OF w o R BARS I a 0" C -C APPROACH 1 z y SURFACE STEEL END ?'LAI " I X41t STU�b N 1 _ 4„ FOR USE ON GRADES 10C C BARS B - 1/4" I BAR CONN. 6, "D" IS NOMINAL DIAMETER. L z all C C MELDED TO ANGL Mal, DIA. * DEPTH „H„ OF 38'" DIAMETER BASE UNIT RESTRICTED DI -2C � BARS F € IRON 0 21 C -C N HOLE 1Yj " DIA. 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM. x��HLiLE THE INVERT OF THE STRUCTURE SHALL BE SHAPER WITH CEMENT MORTAR 70 PREVENT STANDING - ";• ,,....:. ,., 3 TYPE * A SUREAC£ TYPE B _ OR PONDING OF WATER IN THE STRUCTURE, `SONE THROUGH PIPE ONLY, (ONE PIPE ENTERING AND S ONE PIPE EXITING STRUCTURE) I - € TS 8"x6"xytel 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S RESIGN MEETING VDOT APPROVAL. FLO I I LOW •' STEPS NOSE DETAILS c r JOINTS ARE TO BE SEALED WITH MORTAR° 0 -RING GASKETS, OR BUTYL RUBBER. W I F SEE NOTE 5 a) BEADING PLATE y I � 2`-3"' TYPE A NOSE DETAIL SHALL BE U5£i) WITH CG -7 STANDARD. A6" STEEL ANCHOR STEEL FOUNDATION TOPE € _ _ € 3'- °' 42 TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD. t}a PLATE ONE PIECE NO iE4 GVANIZED ST P 8$" 30' AND IS TO BE ANCHORED WITHUD PLATE "X41 ANGLE w GOLD FARM USE OF THIS TERMINAL TREATMENT IS RESTRICTED FOR USE IN SAGS SECTION A'A O ANCHOR PLATE DETAILS SECTION A -A TO RUN-OFF CONDITIONS ON DIVIDED HIGHWAYS, BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. SHEAR CONNECTORS WELDED TO BENT PLA AT TC -C. Lu Q XvooTTRAILING END TERMINAL TREATMENT SPECIFICATION 1v STANDARD PRECAST BASE UNITS SPECIFICATION `EN � STANDARD CURB DROP FLET S����R����N ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 505 SHEET 1 OF 1 REVISION DATE 105 SHEET 1 OF 2 1 REVISION DATE 1212 - 24" PIPE: MAXIMUM DEPTH (H) - 91 233 o VIRGINIA DEPARTMENT OF TRANSPORTATION LL 221 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 501.20 103.11 104,03 VIRGINIA DEPARTMENT OF TRANSPORTATION A!11111111111111� (D RW 3 F D3 -3A, SE, 3C � 4>, SURFACE OF JOINT T EXPANSION KEYED m PAINTED WITH ASPHALT 3` 501, � FOR DETANLS OF INLET ,, o JUiAIT "- JOINT-, BA}2S Lt APPROACH i)A H .� S ExPA1d�,IC)Pd J+31NT ;�-.... FRW+4E ;� COVER BACK 'GF S10EWAL1'• `� 1 JCEIAFT-.. •`�,,"',- j ,,xUTTER 0 G SEE ST44DARD IC -2: � BAF G � ; " ��y WARP � C ' p i4" PREMOLDED 4 BAR$ G- ,* 4<, 2» w . -7'---- fes . Gt3TT R' > s JOINT FILLER E BACK 0 v •., 0 NOT LESS THAN US OF {ALL z EARS C r e I BAt S 1/ C as S] c w ", S I f2S F }" "{"J CU F-"8ARS 8 � � = HARDWARE � ' " • � 1 € Y 51 y3 8„CLOTH „x , 2%1X9" w k VrA L H2O - S16 WATERSTQP (ta ARS F II WEEP 'CHmTEE 5 LIVE LOAD w "LJ TDP A All WAT£RSTOP DECK SURCHARGE - LOADED J oQQE s SEE DETAIL TOE OF WAIL KEYED JOINT ; • 1 €ITE°s ` £ c POROUS BACKFILL 100 LBS./CU. FT, f3 I1 iI Akt F 8Af A < REQUIREMENTS GUTTER , JOINT #78 OR #8 AGGREGATE OR CRUSHED GLASS -BARS DCURB- CONTRACTION rX g 2 a k II f' o CONTRACTION JOINTS AT INTERVALS NOT EXCEEDING 301 MEETING #78 OR #$ GRADATION REQUIREMENTS OF CUE�B- 3 ,, L O a'' . GCONtPOL J+.(tdT CRACK CONTROL W 4 G EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 90'. a ,' 7< (3(A m o WATER STOPS TO BE ELASTOMERIC OR OTHER APPROVED H -HEIGHT IN FEET, r '• , B, MIN.✓ PL,A11 SECTION A"Ari -J QO BASE - 6/10 H W` S' Fs , -m a Q �® z MATERIAL. DIMENSIONS SHOWN ARE ABSOLUTE MINIMUM. A - 1/6 BASE, WITH MIN. OF T. r = ' ` $ 10' 30 MAX. s Z ' '�"'^"-�; r 1{EYIrL� CONST, ,#G€NT O EARTH - 100 LBS, I " CONCRETE - 150 LBS. a' ; r ,,a: E -VARIABLE?LkX>(1` »t WARPED o \ ANGLE OF REPOSE - 11/2= 1 2>-0<= a« 2`_6., 8..1 G` 1 ER w a 1- I �...-..... I D _ '" F ." j BARS A f APPROACH JACE4 � o 'a. , ' , eu> y X I GUTTER F _ DEPTH OF WALL IN GROUND DETERMINED �r"� ' °.a, a �. 2 I) C BY CONDITIONS, TO BE NOT LESS THAN 11-6"`�q; z b x I �� m c CL 0 WEEP HOLE WITH 12"X12" PLASTIC •, va ' '. `. .1 om,._ r WATERSTOP HARDWARE CLOTH 1/4" MESH OR ' _ �. ,°. ; ' I 7 3 a F BARS E rh s �` BATS E OR GALVANIZED STEEL WIRE,MINIMUM a a .. 311 DIAMETER Z N r' > a r I WEEP HOLE BATAS B Z ", DETAIL WIRE DIAMETER CLO NUMBER 4 Via, " <t P NT .I� N`ATIt N ` $ 8' MESH HARDWARE CLOTH ANCHORED € 5A#S F- f O fG €TTI»'" E F(2E HEIGHT OF WALL "H" IN FEET THICKNESS AT TOP "A" IN FEET THICKNESS AT BASE B -.8H COMPRESSON AT TOE LBS. PER SQ. FT. AREA OF SECTION SQ. FT, 3 1'-0" 1,-g%" 856 4.83 4 1`-0" 2'-4Yj" 1141 7,43 5 1'-0" 3'-0"1427 10.63 6 " 1'-0-73/4" 3` 1712 14.43 7 1'-0"4l-2%" 1997 18.83 8 1'-0" 4,-g%., 2283 23.83 9 1'-Ot1 5'-4)(411 2568 29.43 10 11_0" S'-0" 2853 35.63 11 11-11/4 6°-73/4" 3139 42.98 12 13 T-2^ 3/8 11-3 5/8 7'-2%" 7'•-95/a" 3424 3709 51.03 59.78 14 T-4 3/4 " 8'-4}'4" 3995 59,23 15 11-611 W-0"4280 79.38 FIRMLY TO OUTSIDE OF STRUCTURE. <I :_° - - L at PA 3WEi) fA;, Q I L. 5x,/4, BENTPLATE SECTION D-8 o -s1/duR ~\. ,.I. >; f!• Qui y TYPE, A NOSE DF-TAJL SHALL BE USED WITH Ct, 3 � CG z S"1ANRAa2aS. `'?• •. ; '` u a - Y; c v �' a , Y `' "� ' ' "° > >, CsAL.VIAN€d 0) TYPE, H NOSE DETAIL SHALL PE USED WITH CG -2 � CG -6 SIAdMARDS. TYPE s? 4 � > Y TYPE » /,.,. 4" :'rTU� $. EAR CONNECTOR WELDED 3" DRA€N PIPES 8"APART- ) m GA€.'V'ANZED PLATE FOR TYPE A TO BE BENT ON 91 ANGLE OF 68'30' TO ANGLE IRON AT 2'C -C'.. 0 B 6/10 H 6,: CONNIECTORS AND 15 TO BE ANCHOPEG WITH %,x X 4" STUD SHEAR o WELDED TO BENT PLATS AT `C -c. �1�iS� DI TSI S 2„ Q) .o SAFE BEARING CAPACITY OF SOIL AI FR. PA3L'MEmT EI€ -3A L G3 -3I8 L D1 3C L " " s WARPED PAVEMENT ROCK MINIMUM... ...... ................. .............. __._ 10,000 - 20,000 LBS, PER SQ. FT, � I o GRAVEL AND COARSE SAND, WELL CEMENTED__- 16"000 - 20,000 LBS. PER SQ. FT. � o CLAY IN THICK BEDS, ALWAYS DRY........ ........ __ ........ 12,000 - 16,000 LBS, PER SQ, FT, CLAY IN THICK BEDS, MODERATELY DRY. ... ......... ...... - 8,000 - 12,000 LBS. PER SQ. FT. x t x pp V N CLAY, SOFT ................ 2,000 - 4,000 LBS. PER SQ, FT, _ I � . ��Q.:-is .F.�.1. FLOW � O -W _0 � c7 SAND, DRY, COMPACT, AND WELL CEM£iJTEO................... 8,000 - 12,000 LBS. PER SQ, FT, tt -0 a -.,.,__................__......... 4,000 8,000 LBS. PER SQ. FT, 3 DETAIL WHEN USED � SAND. CLEAN" DRY .................... - 2 Z ALLUVIAL SOILS, ETC ....................................................... 1,000 2,000LBS. PER SQ, FT. FOR USE ON CRADE5 jA�DpJA ENT TO CURB JOB NO. 0 o NOTE, IF COMPRESSION AT TOE EXCEEDS SAFE BEARING CAPACITY FOR USE IN SACS(THOU T GLITTER CU OF SOILA SPECIAL FOOTING IS TO BE USED, HOTS SILaES. T t BE 3Z✓iMET€ (CAL 2 •�V00-r SPECIFICATION �+tooT SPECIFICATION ���� 'n c CONCRETE GRAVITY RETAINING WALLS REFERENCE STANDARD CURD DROP INLET REFERENCE � so ROAD AND BRIDGE STANDARDS { [ �,i�+� t �}�^.� y m y ROAD A�(, BRIDGE STANDARDS SHEET NO. � o SHEET 1 OF 1 REVISION DATE INFINITE E SURCI BARGE AND DEC SU�'1�f,,.ri� MGE °� LOADED 506 SHEET 1 OF 23?Ev€S€.0.N DATE 12" - 30B` PIPEMAXIMUM DEPTH (H) - ' 253 CA .4 401.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,09 OEif'90 VIRGINIA DEPARTMENT OF TRAI SFORTATM-4 302 s i - L f3 Ff f) '!k'p NYLOPLAST 2 DRAIN_ BASIN: 2812A _ _ X NYL PLAST1"8 DRAI"N.BASIN: 2818AG _ _ X PLOP .AST 24 DRAIN BASIN. 2824AG _ _X � 4 :.. i x \ * (1: 2) INTEGRATED DUCTILE IRON (1, 2) INTEGRATED DUCTILE IRON _. - � �` `-4R - FRAME & GRATE TO MATCH BASIN O.D. , +. 4 (1, 2j INTEGRATED DUCTILE IRON � q FRA 1E & GRATE. TO MATCH BASIN O.D. -- _ _. - _-- - f FRAME & GRATE TO MATCH BASIN O.D. __--- -_--- ---_- ----- 18" MIN WIDTH GUIDELINE � � . � » .-....... ✓ .� 18" MIN WIDTH GUIDELINE 1&" MIN WIDTH GUIDELINE __- ___ ----_ __ 1, r < . .. ..... r '` '� ` U///�v� -✓` J 8" MIN THICKNESS GUIDELINE - MINIMUM PIPE BURIAL ---- ...#. DEPTH e t PER PIPE \ MINIMUM BURIAL a MINIMUM PIPE BURIAL MINIMU �►` -. 8"+MIN THICKNESS GUIDELINE VAR INVERT HEIGHTS DEPTH PER PIPE -- (3) s 1 MANUFACTURER — 8` MIN THICKNESS GUIDELINE DEPTH PER PIPE RECOMMENDATION �. MANUFACTURER mm AVAILABLE (ACCORDING TO t (3) VARIABLE INVERT HEIGHTS 3 VARIABLE INVERT f EIGHTS MANUFACTURER MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR RECOMMENDATION \ ----- T_.. (L) \ PLANSrTAJ(£ OFF) { (5) ADAPTER � AVAILABLE {ACCORDING TO ;MIN. MANUFACTURING AVAILABLE (ACCORDING TO RECOMMENDATION REQ. SAME AS MIN. SUMP) ANGLES ' GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST $E - i:5) ADAPTER PLANSITAKE OFF {MIPJ. MANUFAi IIJRINU Ali, DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, o PLANS:TAKE OFF) REO. SAME AS hAIN. SIJPv1P' } ANGLES � TRAFFIC. LOAD$: CONCRETE SLAB DIMENSIONS ARE FOR VARIAEI_E 0' - Sop' cr v J ANGLES PECt. SAh.1E AS LJItJ. SIJPv1P} ` `h R}p.SCE ti° - 3r.p" GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE j �� ACCORDING TG TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. N � c vAH€ABLE 4' • 3so° TRt'tFFIC LOADS; CONCRETE SLAB D1h €ENSIQNS ARE FOR Acco^Dlra o DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, j Gi nS SEE DRAB INC N0. IC 1-110-111 FOF NON TRAFFIC INSTALLATION. o ACGOKDINGTo o GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE �e PLAINS TRAFFIC LOADING, Z OTHER APPLICABLE DESIGN FACTORS. � � � h i PLANS � i G _ a � / DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS; ai - j '� _7 SEE DRAi�dltdG N0.70{11-110-131 FOR NON TRAFFIC INSTALLATION. _. TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.I Lu > LLJ SEE DRAWING NO, 7001-11; 10-111 FOR NON TRAFFIC INSTALLATION, / ............../ . i3) VARIABLE SUMP __.-._-.__.........._ o 3) 'VARIABLE UP DEPTH ACCORDING TO PLANS U. (3) VARIABLE SUMP DEPTH - y� . 'a --`k ��``; $ ! - (6" MIN. BASED ON Lu o ;- ACCORDING TO PLANS / t ALCOR rltdG TO PLANS ' t j zt , (6° MIN. BASED ON _ ``, } Q U GO Z � ..C,a __ _ _.._ - _.-_ ,� MANUFACTURING RE (6 PILIN, BASED OJJ 4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: � <, S' � - 4 VARIOUS TYPES Or INLET &OUTLET ADAPTERS AVAILABLE: � r4`<„ �" MIN I c � �c WATERTIGHT JOINT "<- _- W:.' ` � __ 1.,,, () { 1 �' ,_ .------- ,.,,�<: .. MANUFACTURING REQ.` av,>,.. � — �, p i MANUFACTURING REO. %" 4"MIN 4" 24 FOR CORRUGATECJ HDPE (ADS N -920J iANI;OR DUAL VtfALL, _ °� *� M ! ) 3" -1$°` FOR CCRR 1GATED JJDPE (ADS PI 12(HANL OR DUAL JVALL, i <; (CORRLIGAT ED HDPE SHOWN) Y.) rt :«% a f r r 3„ , '>') cV F- / - 4" MIN ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), �. _-. - -- --- ................ .... ADSIHANCOR SINGLE WALL), N-12 HP, PVI, SEWER (EX: SDR :3J), � - to c� 0- 1 PVC DWV (£X: SCH 44), PVC „ 900IC905, CORRUGATED & RIBBED PJC PJC DWV (EX: SCH 40). PLIC C9001C90 r; CORRUGATED UGATED &RIBBED PVC cn 0- j". Ll THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 3: O X P r;THE BACKFII-L MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANl1LAR MATERIAL MEETING TFiE REOUIRE6JEtJTS OF G1 ASS I, � m � Il!4' VAFtIOU5 TYPES OF It 1L£T &NUTLET ADAPTERS AVAILABLE: / / y rk? v1(ATERTIGHT iOINT a r t, j s / :;y', CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. °� �GRANULAR h1ATERIAL MEETIPdG TFJE ,,EQUIREMENTS OF CLASS L 1ATERTIG,iTJOINT G, p �(1 (CORRUGATED HDPE SHOWN} i h Fe " - 92" FOR CORRUGATED HOPE !;ADS N-I2r°HANCOR DUAL WALL, , f : .f ✓r CLASS II; OR CLASS III MATERIAL AS DEFINED IN ASTM 02329. (CORR.UGATED HDPE SHOWN] BEDDING &BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE � i m � ADSIHANGOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), / BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 2}2321, y Q . 0 W W W PVC C D'v1 V (EX: SCH 4F)), PVC G9Ci0fC9G6, CORRUGATED &RIBBED PLIC f PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. I- Lri GRATE t}PTItJ?d$ If3AI3RATJt+iJ PAIRT#i` €3iRAV NG# o THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER '� tTt #xcc # € j T 1U .41 m O O O O f _.._ d J ai U U -, U GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, STf P3 R1 M 20 ;� s3t s35 # } �t _< -- H-' ORATE OP'T€CSN$ LOAO RATING FART # i %��i�aVsiEAit� � GRA"TE gPTIONS ' LPip RATING PART # 3�F?Xt�v€&d�s a � � � O 5,r t1 RY. -251 K ,, air -t1c.r w ci CLAS II.OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. - � � , .t N£ ; `tsyJ, 1102 W _ _rE� Lu <.2a� J41 # 00 � F- F- L!J U F- Ov P. LrF�i ! th, Fsr<L Ni,1 3rst Zr .. ? a .. - n Ci r y,.,,•,,,,,,„,,,,;,,,'3r:,, f.,.; s �'.'n,?dC7Af"tC3 .. g„x; .3�-.;%3 X35.,,'",, .(X'!' i€.,,;s rT...._ j-£.'�.Fs1,zA%?i,3 P�'c.i.£�H-2s� i:.};s.�`;, 7:IG#^'31T�f?7 O Lu `'G �'G BEDDING & BACKFILL FOR JRFACE DRAINAGE INLETS SHALL BE DOME t3 # 3t r� s 1c 2 af> rr rCx • ;T F -{1u U3_.^ v # C3PETS t#:2u 449 t u M7hSt-11<S1 9- O PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. mop IN aP,An-s.tts�€i r"'LITt 12W,01 O O � U O - w I - GRATES/SOLID CC71ER SHALL BE DUCTILE IRON PER ASTM 9'J36 GRADE 70-50-05, C4 OC � CC 04 3 - GRATESISOLID C'OVER $HALL BE DUCTILE IRON PER ASTM AYiB GRADE 70_5 U5. 1 - GRATESla"DLID COVER SHALL BE DUCTILE IRON PER ASTM A53S GRADE 7fj-513-Q5, W LV o w W V%iI T H THE EXCEPTION GF THE BRONZE GRATE. THIS _ - T : % �r 3130 VERONA THIS PRINT DISCLOSES SUBJECT Pr?ATTER IN WHICH DRAWN SY ESC MATERIAL 3130 VERONA AVE to 1€. PRINT DISCLOSES SUBJECT MATTER ICi'P•tH{CFI DRAWN BY ESC MATERIAL 313#4 VERONA AVE o E y f., a r THIS PRINT DISCLOSES SUBJECT MATTER I, I f,HIG i DRAWN BY EBC MATERIAL 2 - F}tAE ES SHALL BE D+ TILE IRON PEP, A57Pr1 A535 GRADE 7C-5 -u5, Cl Q I ® li FRAME . HALL t3C DUCTS £ €ROPI P£P AST#J A5.5 ORALE 70 5C- 5 2 -FRAMES SHALL &E DUCTILE s !Le 1€,ON FER AS: A. A �6 GRADE tU uC Gv. HAS ROEF R ETA Y RIGH RCE€Pi BUFDRD, GA 345#8 . 5 L I`lYLOI LAST HAS PROPRIETARY RIC; l S. THE KECEIAT BUFORD, GA 34598 rn .,T PJYL JPLAST HAS PROPRIETARY TR TY f{lai4T5. THE RECEIPT BUFORD, GA 34518 Dg BAS€N `? E„ CUSTOM VIANIUFAC T € RED ACCORDINrG TO P@.r' N DETAILS. NYLOPLAST J R 7S, T E E � T 3 - DRAIN BASIN TO BE CUSTOM MANUfFA . UP.ED ACCORDING TO PL4N DETA15. c E q32-2443 Q Q Q DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. POSSESSION q - 4F THIS PRINT DOES NOT CONFER PMN 770 ,32 2493 OR . POSSESSION OF THIS PRINT DOES Pdr?T CONFER. 44.03- PHN {774} 9"2.244 - r P T � Ca, OR t OuSkSSiOF+ OF THIS PRINT DOES NOT CONFER, DATE 04 -03 -fl& PHN (778} 3P.DATE 4,.23-05 ( } RISERS a it Ali OVER -'• T SHIPPINGREST. RI T€Or<S, DATE 44 RISERS ARE NEEDED , CK BASINS OVER Di3E TO SKIP. II�,G RES HIt,T3�:�5. LU LU U� L!U L� RISERS' ARE NEEDED FOR BASINS OVER 6,i' DUE TO SHIPPING RESTRICTIONS, c cc c THE y RIS RS RE NEEDED FOR EASINS JS arE 2. DUE O C ' � _ � FAX 770 932.2490 TRANSFER. OR LICENSE THE USE O, I HE DESIGN OR �g FAY. (77U) 882.24$4 cc ,rV + _ n C TRAI'!S EFT, Of' LICENSE THE USE OF THE DESIGN O FAX (778} 9112-2490 5EE DRAWING NO, 7aJ#- i4 205. TRANSFER, OR LICENSE, 115E Qc THE DESIGN .R It * ` t } SEE { E; _ 1 ' %ir �4 DRI,, 3I C,dO-7C3Q111 1E5. c' r,, :. 1, 6P t a� vavrv.n ioglast-ascan E D. -V. -WIN 47€PIU E< ). ,{ )1 3 G (h5 S , : H • EIN wrvv.n o last us.cam TECHNICAL INrQRP ATIOfv „ va h HEREIN arwtt.n lop€ast-us-coni S C T_Ch NI, E 1J1FO. MAT ON SHOWN HEREI TECHNIi,AL iNFCrRP$ATlC#fd .,r1OV'IN . ERcI# REVtS;zD BY NMt3 PROJECT PdOJNARAE P r REVISED BY NPdH PRCIJECT Mt}.tNAN#E Y 4 - DRAINAGE CONNECT€OAJ STUB JJ1F.T TIGHT@JEaS .,Hf3.L .: JPaFURMl TO REVISEDBY NI€1i# PROJECT ND.7NAINE (j r ., ' E C E "r f G 4. S : NFORM T 0 4 - DRA9NAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO n c ^.REPRODUCTIONF E^ P PJ Y § TI D.t EP€„C_ ,JI3W L.IOrt ST B 1aiNT T€ HTPIE S sV L CO REPRODliCTION, OF THIS PRINT OR ANY INFORMATION � REPRODUCTION OF THIS PRINT OR ANY INPOPMATION TETTE cTA1032i2 POF Cf?RHi1C�i'EC HE?PE :t,DS T-12'HAP COG DL?L tdALLb. [ -12 Fif 0 . € � PRINT OR AN INFORMATION TITLE � ASTM D3212 FOR CORRUGATED HDPE ADS N-12JHANCOR DUAL WA€ 4 r -, r . TITLE ASTM 03212 FOR CORRUGATED HDPE 000 N-#2,r#ANCOR DUAL WALT.), CO A CONTAINED HEREIN, OR MANUFACTURE OFANY LQ LLJ LLJ LIJ LLA { CONTAINED HEREIN, OR MF,NuIF t TURE.IF ANY v3J iA€NED H£(i£€N, OR MAPJ? faCTURE OF A tY DATE' 03-14-15 ^ PVC SEINER. DATE 4a -1d -1S ,t, S .sa _ DATE 4 11-15 12 IN DRAIN BASIN QUICK SPEC iN5TA4LATIDN DETAIL N E2 HP, 3 PVC SEWER. #8 €N DRAIN BASIN QUICK SPEC INSTALLATION DETA€L F 9 F y e 24 tM GRAIN BASIN QUICK SPEC INSTALLATION DETAIL �' LY �' N-'2 DA TE : P, E.dEH. ARTEGLE EiEREFR h1, =afi Ti E DISCLQSURE Ta 7THERS r r ARTICLE tiEREFRCrPi#, . (R THE D€SCLO54lF E Tf} 0"}IERS 5 _ ADAPTERS E ,0.Pi BE h?t U dTEO ON ; P 't` ,PvGLE U° TO 360". TQ DETE A 1P1E PAINi11JA€ ARTICLE HEREFROM, FOR 7, ._ DISCLOS ]RE TO QTHE t„ A `A T� R ' r P GLINTED ON AtdY ANCS(.E a" T 0:384. TO DETERtti91PdE M€NIMUIr? c - 5 - AC+AP"'ER� C, a%d BE h':pUNTFD C1N AtvY r CLE 4° T(7 38C;.>. TEJ S3ETE?AAINE Fr:d(4 ,'cEJ4,9 FORBIDDEN, C Y F^ _ IS ORBIODEN, EXCEPT B`{ SPECIF€C. WRIT, TEN � v i; P. ,..S W I BE PA I5 PERMISSION F EXCEPT BY.,P..0€F€C Y'dHIT REN • : r, „• , IS PERMISSION F EXCEPT B. ,�P_.,IFtC: WRITTEN ANGLE BETWEEN ADAPTERS SEE DPA:^DING NO.7f01-€ IM12. _ a ..,j � ADAPTERS � , i .:f. � r.+:� „ . _. .. - _ ANGLE BEPTJE£N ADAPTERS SEE OI,AV'd3NG i«. 5033-: iQ-Ct12. ,,:� , _ _- DWG SIZE A SCALE 1;34 BILLET 1 C7F 2 DWG NO, 7441•t1Q#9# REV rrPERMISSION c o ,T DYVG S3iE A SCALE 1:40 SPIFFY # OF 1 DWG PLO. 7041 110-,.52 REV E F-' AFtC;LEBE:4sEE#dreDANTEftSSWEGR�,fr€00640{7.:Uf11-iISC.L. PEP,Iti4laSEQhFRVib1f�4LUPLH,ST: >,�;travters�ast DWGS€ZE A SCALE 1.24 SHEET tOF1 DWtGidf3. 70011#4183 REV E PERM::aS,ONFRat3Pdfi0Pu1S!, ::?<vu�azn:s :RaPJrN1Lp:E,ttST. ,.z,,actsm2tH�r,+n:Co p Co CO DJ Lu 'c 1201DI NYLOPLAST DRAIN BASIN WITH DOME GRATE �4 �I��C - - - - -- - - - - -- --- - - - - - - - - ----- - - - - ----------------------------------------- U o \���� APPROX, DRAIN AREA = 39.75 SQ IN APPROX. WEIGHT WITH FRA149E =13$.00 LBS E i " APPROX. WEIGHT =15 LBS t1; 2) INTEGRATED DUCTILE IRON .---- GRATE TO MATCH BASIN O.D. N to DATE ------ :D 12/4/17 --- _ o 0.50 DRAWN BY TOP 2' OF STRUCTURE `s\ SHALL BE PAINTED BLACK 3.04 } A. ALLISON MINIMUM PIPE BURIAL DESIGNED BY '. DEPTH PER PIPE (5 ADAPTER ANGLES VARIABLE i _ ;,, ` ;ua',, MANUFACTURER U' - 3&U° ACCORDING TO PLANS ce; (3) VARIABLE INVERT HEIGHTS RECOMMENDATION j C. SHIFFLETT zi +; 4` AVAILABLE (ACCORDING TO fMIN. MANUFACTURING PLANSITAKE OFF) RED. SAME AS MIN. SUMP) / ,�� I � CHECKED BY C. KOTARSKI NYOOPLAS 1 SCALE t v, i (3) VARIABLE SUMP DEPTH NIA 014.90: » 1 L C i/•�; ACCORDING TO PLANS (T MIN. ON 8” - 24', IT MIN, ON 30' (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS i / :; � — - — ,, Q ........ ......... BASED ON MANUFACTURING REO.) - _ ._ 4” MIN Old u” - 24" �.. ADS N-1 2tHANCOR DUAL VORRUADS,HNC{?R 6" MIN ON .30" AVAILABLE: 4" 3[l" F1 " ( I SINGLE WALL), N-12 HP, PVC SEVv� ER (EX: SDR ail), / � z, PVC DVI VV (EX; SCH 40), PVC C90=905, C7 7 " . ,-7-4777-/ CORRUGATED & RIBBED PVCIr ----------------------------------- - WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER V V (CORRUGATED HDPE SHOWN'} GRANULAR MATERIAL MEETING THE REQUIREMENTS OF GLASS I ' 1.26 ._.€ DIJC 3'3I;E IRON -> 8' - 30" - OR CLASS II MATERIAL AS DEFINED IN ASTM D2321, BEDDING & \, ' BACKFILL FOR SURFACE DRAINAGE INLETS 5HALL BE PLACED & 024.75 028,50 / c CL �( COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. � �c� ...................._......... 01'(134 --------------- ------------ ...'1 1 - n' - 30" 00,11 S GRA T EES SHALL BE DUCTILE PON PER ASTM A536 GRADE 70-50-75. DIMENSIONS ARE FOR REFERENCE ONLY 2 a 3.10' 001,AE GRATES FIT ONTO THE D AIN BASINS VATH THE USE OFA PVC SODY TOP. SEE DRAVV,NC NO. 7001.11 1045. S r, r : z :: art 3130 VERONA AVE DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT QiSCLGSES SUBJECT MATTER IN'A RICH DRAWN BY ESC MATERIAL 31313 VERONA AVE ACTUAL L DIMENSIONS PfIAl VARY THIS PRINT DISCLOSES SUBJECT MATTER IN V.HINH DRAWN BY AWA MATERIAL 3134 VERONA AVE 3 - [} {A P•. BAS3N TO 5E CI_n'STJA4 MANUFACTURED REDACCORDING TO PLAN THIS P}tIPJ'T DISGL{7 Ea SJ€ ERT IvI,ATTE€.1. e, dIGF: DRAWN BY EBC PAATERIAL INCHES NYLOPLA5T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 34518 NYLO,?LAST HAS PROPRIETARY RIGHTS, THE RECEIPT BUFORD, GA 34518 ACTUAL DIMENSIONS MAY VARY NYLOPLA5T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 34518 DIMENSIONS ARE INDETAILS, RISERS ARE NEEDED FOR BASIP.S OVER; -€° DUE TOSH€Pt NG OR POSSESSION OF THIS PRINT DOES NOT CONFER. RiN 770 '332-2443 r ^<, . OR PO$SESSION OF THIS PRINT DOES NOTCONFER, PHN (770} 432.2443 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DUES NOT CONFER, DATE 3.6-06 DUCTILE IRON PHN (774} 932 2443 ORATE HAS LIGHT DUTY RATING DATE 3.5-44 ( } RESTRICTIONS SEE DR, 51`1idG P,v. r J+ -::t:- 5 . DATE 0325.18 RATI - cr _ c ; F c - E low DESIGN LICENSE •y c no FAX 774 932.2490 T ATd.,"ER, O EICEPJSE THe USE . TF E DESIGN OR FAX (774) 932.2484 P CONFORM r70-50-05 TRAPSS. ER, OR LlCEPS._,E TH_ OF THE DE I. N OR FAX (?70) 932.2490 c �r, n r :O - r. r , .:') TRANSFER, E,,, CrR LI . Cv _ T,.E U ,E QF TiiE DESIGN N v„ jv I ) CiR,A,T£ PULLETS H•27 LGAC) RATING $'",+� RI QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 1a 1 - DRAINAGE CONNECTION STUB ,..INT .IGH TIGHTNESS SH 1.€ CONFORM,. ,C N'�7'.Il- a�� L INFO IOATiON "HOIr1J HEREIN ,� www'nyIoptasi-us.'=rn fP:E o •t 1SHOWN r . s: TECHNICAL INF''Rh4ATl. N ;E}airrN HEREIN a3 vrww.n €o Iast-us,com s TECFiOD < R 5 REVISEC# BY ESC PROJECT MO.iNAME TECHNICAL .. G..P,.k,1t�C. _ }16REIP€ REV€SED BY EBC PROJECT NU.INAME w �rny€o(slast tT r/am ,�; r:1 C73212 FOR CtJRRUGATED NDPw ADS N-1?rHarlt;aR 031AL JIA.LL', 1 A `' O � REVISED SY DCA PRO3EaT NO.INAME Y P QUALITY: MATERIALS SHALL CONFORM TO RSTM A536 GRADE %t}_�p_f}v , PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION ()F THIS PRINT OR ANY INFORMATION REPRODUCTION OF THIS PRI € f Ft ANY iNiFORitiAT1QN Q R£PRaDTJCTIOPJ'OF'THi5 PRINT OR ANY INFORMATION TITLE SOPENINGI H ;Y ONTAINED HEREIN, OR MANUFACTURE OF ANY TITLE W12 HP: & PVC SEVVER (; - L4 ), PRINT: CASTINGS ARE FURNISHED TED t+tiTH A BLA;'K PAINT C ISE OF MEETS REQUIREMENTS OF AMERICAN DISABILITY CONT HEN,EI !, O€2 MANUFACTURE OF" AI .. - z , CONTAINED r: REIN, (3R $faPitaFACTURE OF A <, DRAIN BAS€N PdITH COME GRATE DATE 3.13-#4ASSEMBLY-TYPE S [SATE 4-#3.11 12 t DROP 5 ADAPTERS CAN HE f 141.lPJTED ON ANY h,SG „u ,G aEU', E O DETEP .ISLE DATE 09-05-13 r AVAILABLE UPON RE REQUEST SEE DRAWING NO. ARTICLE HEREFROM. FDR? HE DISCLOSURE TO OTHERS 24 €N SOLID COVER c r ON 0 3 ARTl;".i.E't;ERE3=ftOPr`, fOp THE D€SG€ CSURE TO vTHEF:S C€UICK SPED INSTALLAT€Ofi1 DETAIL LOCKING DEVICE A, AI C,} fi JAcr ASUS C STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE H£REFR CE FOR THE D FIC Ifi ITT TD aT HERs MIN IMUNI ANGLE 5ETsr#EEE ADAPTERS `PEE DRAVIJIPA G NO, 7p;,'': -1€r-0)32. �' P �^ IS FC)R31DC}cPt, EXCEPT BY SPECIFIC 71R€TTEN !SFC>tt&IDDEPd, EXCEPT BY SPSrIGEC'PJRITTEPS 7001-110-025 13 FORBIDDEN, EXCEPT B, SPECIF€ sH#TTEN LL JUSTICE, b CFR :ART k. „DWG SIZEA SCALE 1:S SFIEET 1 OF 1 DING NO, 7481-i 14.021 REV C fl S::'v0„ DOME GRATES HAVE CSG LOAD R.,Ti€4G. eT DWD SIZE A SCALE 1;48 SHEET 1 OF 1 DWG M6. 344? -110.397 REV C PERMISSION FROM NYLOPLAST. k 76<.o rl.ar�as DWG SIZE A SCALE 1:14 SHEET 1 OF 1 DWG NO. 7001-110-218 REV G PERMISSION FROM NYLU, LAST. ;.r,: ,;ac F rs: PE'�.,P1Ja. ION FROM N ILOP�A. ,. F1 .ass p 1299CGC 1899CCC 2481 DI> =� ,� APPROX, DRAIN AREA = 104,94 5Q IN �-- APPROX. WEIGHT WITH FRAME = 3 .90 LBS APPROX, WEIGHT WITH FRAME = 68.50 LBS APPROX. WEIGHT = 67.50 LBS � 71 Lu 0 HINGED t'u,C3VER � ^ \ x. ' FOR EASY ACCESS 1.26uj ED UJ 2,75 - A)/ 1.$9 3.50C J r ,, r � _1 t.--..--.-..-..------ i; ff fol 'J LOP ',ST - .�. �T r;t ltrl' 4tl?: �0 T U ;a7 L L. > i 13,56 T _ _ _• 1EI028.05 1 � C7U+vTI E IRai'J ? 022.1,5 --' _- 018.64 raft 1..25,3 } ...-...-................... 15.3$ .._..... ------......-a I DIMENSIONS ARE FOR REFERENCE ONLY DIMENSIONS ARE FOR REFERENCE ONLY r DIMENSIONS ARE FOR REFERENCE ONLY c ACTUAL DIMENSIONS MAY VARY THIS PRINTOISCLOSES SUBJECT MATTER IN *HIGH DRAWN BY CIA MATERIAL 3130 VERONA AVE JOB NO. THIS PRINT DISC LOSES SUBJECT u%TTER IN't4HICN DRAWN BY EBC MATERIAL 3134 VERONA AVE THES PRINT DISC .OSES SUBJECT MATTER IN .,,{ICI: DRAWN SY EEC MATERIAL 3134 VERONA AVT; ACTUAL DIMENSIONS MAY VARY NYLOPLAS"T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 34518 ACTUAL DIMENSIONS -,MAY VARY NYLOPLAST HA.S PROPRIETARY RIGHTS `"NE RECE !PT BUFORD, CIA 34518 DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS- THE RECEIPT BUFORD, GA 34518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOTES NOT CONFER, DATE 3.3 -OS DUCTILE IRON PHN (7701) 932-2443 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOTCONFErR, DATE 3 8 to DUCTILE IRON PHN (7770) 932.2443 GRATE IAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 7.5.01 PHN (770) 932-2443 -]/j T cr_ER . KLICENSE THE I icF F THE DESIGN OR FAX `770' 932.2454 N R'NSFERr R LI EN F H U THF DESIGN ,, FAX 774) 932-2490 � r" TRANSFER, Q i UCE'NSE THE USE OF THE DESIGN OR FAX (770) 932-2490 37 032 Fv1h„C ,J _, q4 C 1 t T A GRATE MEETS 11.20 LOAD RATING � _, , -� GRATE MEETS H-2ti LOAD RATING e c�. s _ THE USE OF . _ D. SIG�d �:. N�` r _ : r °g�, ' QUALITY: MATERIALS SHALL CONFORM TO ASTM GRACIE , f}-5(-t7v TECHNICAL INFORMATION SHOWN HERE”, v,nylaplast TECHNICAL TPI. ORF�.,.E #vtv S:i.,VvN HEREIN REVIS d trv�'ud.ny€oplast-us.�am � ., TECHNICAL INFORMATION SHOWNHEREIN V e wrsev,ny3ctplast-us,carrT � REVISED BY JdC PROSECT NOJNAhiE QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70.50.05 ED BY ESC PftaJECT NO.INAA9E QUALITY: MATERIALS SHALL CONFORM TQ ASTM.A536 GRADE 70-50-005 RE 35ED BY eBC PRO #E T NL? iNA�1E PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT €tr D= Ti ,1 OF THIS PRINT OR INFORMATION REPROD:ICTION OF THIS PRINT ORANY INFORMATION REPRODUCTION OF THIS PRINT ORANY INFORMATION ..PHO JC OP TITLE PAINT: CASTINGS ARE FURNISHED WITHABLACKPAINT C TITLE TITLE SHEET NO. UPaTa€PIED HEREIN. ORMANIUFACTURE OF ANY PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CaI`JTA€NFD HEREIN, C;R rraNUFac T €1KEaF AIe'r SIZE OF OPENING MEETS REQUIREMENTS OF t},PsBERIC7tN DISABILITY CQPrra3N£D HEREIN, OR I>1;'a�:.3FAcTI� RE OF Ardt' DATE 2-22-11 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING N0. ARTICLE HEREFRo , FOR THE DISCLOSURE 01 HERS DATE s -1s #4 12 IN SOLID COVER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAINING NO. ARTICLE HEREF-RO10, FOR THE D€SC€Os6RE TO OTHERS DATE 313-14 se !M SOLID acTvER ASSEMBLY -TYPE C ACT AS STATED IN FEDERAL REGISTER PA€iT III, DEPARTMENT OF AR{ICLE HEREFROM, FOR THE DISCLOSURE Ta OTHERS 24 IN DROP IN �j 5,01.1 3 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-110-027 IS FORBIDDEN, EXCEPT BY SPECIFIC'eVRITTEN P a IS `ORBIDDER EXCEPT BY SPECIFIC WRITTEN � � 7 . 1C€ C13., DWG SIZE A SCALE 1:8 SHEET 1 DF 1 owr, NO, 7001-110.204 REV C DWG SIZE A SCALE 1:14 SHEET 1 OF 1 DWO NO, 700'€-110.214 REV C JUSTICE, 26S CF,, PAP,T . 6. PERMISSION FROM NYLOPLAST. vrc usr DWG SITE A SCALE 1:8 SHEET i OF 1 DWG NO. ?001-194-475 REV D PERMISSI?td FROM NYLOPLAST. r:o'.vl As? Er',P,';1S tQPV FROM NYLOPLASi. o-L,cs L i M F- DATE � 12/4/17 C) U U 7- DRAWN BY A. ALLISON N � N C DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' uj °' w F— I o 3 O LL C) 0 h U of _ j o z �' y — sn O j >oH C) Q� H^/ ciL Q s0U)Q to LL-LU > tO p W W h W ~ rn H ZZO W 4t" w 00c) c� ®W F_wU� �� O W U O O a w ® O Ow (U:lj U (f) U) (r) (t) (f) ZD O W W W W W CK Q� Q� C14 Cr -1 z F- ® 00 co 00 00 0 LU LU W N N N d 9 tri DATE � 12/4/17 O 7- DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' 0 c g N U C N N O O �S v LLJ N O Q 3 Q T O LL O 0 z 7 0 O a C / 6 N C (Q ca tJLL, LiO O 'S C z v� UJ �o co o(3 v2i� z 00 g �� �� ja o � ill v o -6 c � v � v c QU O 0 0 Z " O LU � x v � v o v o a Q � v c � N U C XO N L- i v � O O N U � O N E : O U � O � U JOB NO. o O U 37032 N O c U SHEET NO. cu -2 C2.0 N c 0 0 I T CLI I NT N V m E vi DATE O 0 cy) u 1214117 0 r,j DRAWN BY A. ALLISON < > E DESIGNED BY C. SHIFFLETT LU 6 E CHECKED BY C. KOTARSKI > ul SCALE Lu 1"=40' LLC) LL 0 LL, o f"o Q) lu I-- M U 00 Z! — Lfi 0 > jrn rj Q OUQ LU 3:®UU) tC m ko 0 > Lf) F- < Lu U -i C) LZE c Lfi 0 ch > (D c) C) 0 0 LU � C) 00 -jU f— Uj C)wF- O Q)Q Q) � � z C4 Lu Lw Lu Lu Q- Q- CL Q- 0 lu)� 2 LL, 1) uj C, Lu 2: (f) U) (f) V) (f) U =D 0 LLI LU LLJ uj LQ � z � � cr_l F- cl co co " Co " Go " co LU > LU Lij " Q) Q:) ua: 0 CLo #0% U) =3 C) > 0) 0 LLJ 0 2- z 0 > LU < LLJ 5 (D CL 0LJJ.E- U �5 Lj UJ > LU < z Z: uo rjo 2(D <U) Z 0 x ca U, a- 0 =) L, 0 Z 0 2 Q - x LLJ C, (D 0-� 2 O JOB NO. 0 0) 0 U). ca c 37032 IOU 2w 0 SHEET NO. C2.1 a) -�E vi DATE 1214117 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=40' CLo #0% U) =3 C) > 0) 0 LLJ 0 2- z 0 > LU < LLJ 5 (D CL 0LJJ.E- U �5 Lj UJ > LU < z Z: uo rjo 2(D <U) Z 0 x ca U, a- 0 =) L, 0 Z 0 2 Q - x LLJ C, (D 0-� 2 O JOB NO. 0 0) 0 U). ca c 37032 IOU 2w 0 SHEET NO. C2.1 a) -�E NOTES: 1. RWSA SHALL BE CONTACTED AT LEAST THREE BUSINESS DAYS IN ADVANCE OF ANY WORKS ON RWSA PROPERTY. 2. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE RWSA SITE IS SECURE THROUGHOUT CONSTRUCTION. THIS INCLUDES SECURING GATES OUTSIDE HOURS OF CONSTRUCTION, TEMPORARY FENCING AS REQUIRED, ETC. 3. THE CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL EXISTING SANITARY SEWER LINES PRIOR TO THE START OF CONSTRUCTION. THE DESIGN ENGINEER SHALL BE MADE AWARE OF ANY DISCREPANCY BETWEEN SURVEY DATA AND FIELD CONDITIONS. 4. ALL WORK ON RWSA PROPERTY IS SUBJECT TO INSPECTION BY RWSA STAFF. 5. THE CONTRACTOR SHALL COORDINATE WITH RSWA AND ACSA STAFF PRIOR TO THE ABANDONMENT/REMOVAL OF ANY SANITARY SEWER STRUCTURE AND PIPES AS NOTED ON THIS SHEET. E DATE 1214117 0 cm D a u DRAWN BY PORTION OF REMOVE PORTION OF A. ALLISON DESIGNED BY EASEMENT TO BE SANITARY PIPE. % C. KOTARSKI ADJUSTED— REFER TO SHEET C4.2 0 > E 1" = 40' 0 uj 6 E z A SAWCUT uu > U) Uzi (u ELECTRIC SERVICE TO BE RELOCATED UNDERGROUND LL 0 /ELECTRIC SERVICE TO BE E DATE 1214117 0 cm D a u DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI 0 > E 1" = 40' uj 6 E uu > U) Uzi (u LL 0 IL Lu 0 fu Lu -I-- m U 00 a'-1—Ln u.j ry " (=) M 0 — Q>C.D rq (D uj cu m x u U) < LLI > Uzi Uzi LZLJ < Ln Z Z C) Lri m r1i > 000 0 U) 04 LLj C� cc) CD Lu z z z 0 c) W U (8) u u Q) � � � � U) ZD 0 Eli WQ WLQlj ZD 0 W LLA LLI LL, U -i cl� � QL QY tY F - p co CO co 00 Lu > L LLJ Q) (Z) cD (z) �101 3: < Q -ca - 0 to DATE 1214117 0 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' < LL > N 0 0OO. 2 O< > U.J 70 C 0— co > t: Q LLJ z 0 U Li uj 7- 0 D_ ui Z3 0 ED 0 (.9 -00- < LLJ v i a) 0 2 0 E -0 _(n cl (n c: 0- 0 0 0 0- 0 X Lu �_ 11) 4 (1) 6 -:5 0-:t- 2 3: u MF 2 0 'c' a) -t� 0 E -0 I I_- 0 0 _0 _0 O 0 JOB NO. 0 c: o -r 37032 Coo 0 SHEET NO. 3Q C2.2 E m U) a N 0 Co N 0 0 2 O a U) w 0 z U) c6 III 0 L" EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE REDEVELOPMENT OF THE EXISTING WOOLEN MILLS BUILDING, CONSTRUCTION OF ASSOCIATED PARKING, UTILITIES AND STORMWATER MEASURES. LIMITS OF CLEARING AND GRADING ARE 6.54 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 BASIN - 3.14 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. 5.1. MAINTENANCE OF SEDIMENT BASIN - INSPECT BASIN EMBANKMENT WEEKLY TO ENSURE IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED DURING CONSTRUCTION ACTIVITIES. THE BASIN SHALL BE CHECKED AFTER EVERY RAINFALL EVENT. ONCE THE SEDIMENT HAS REACHED THE DESIGNATED CLEANOUT LEVEL IT SHALL BE REMOVED AND PROPERLY DISPOSED OF. 6. 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 C3.2) 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 AND OTHER PERIMETER MEASURES. 3. CLEAR AND GRADE SEDIMENT BASIN AND INSTALL ASSOCIATED STORM SEWER PIPE, LEVEL SPREADER & OUTLET PROTECTION. SEE NOTE #2 ON SHEET C3.2 FOR ADDITIONAL INFORMATION ON LEVEL SPREADER INSTALLATION. 4. INSTALL DIVERSION DIKES & INLET PROTECTION. 5. AFTER ALL EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, SITE WORK CAN BEGIN. 6. ROUGH GRADE PROJECT AREA. 7. SEED ALL DENUDED AREAS PER VESCH STANDARDS. PHASE II (SEE SHEET C3.3) 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 RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF 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. TEMPORARY SLOPE DRAIN CORRUGATED METAL EXTENSION COLLAR WATERPROOF SEAL If\\Ii\Q\N!{Y�iIYYY�NI{ EARTHEN DIKE (COMPACTED) - SEC'T'ION VIEW PROVIDE INLET PROT'EC'TION NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DTVFG (COMPACTS SEC'T'ION A A TSD TEMPORARY SLOPE DRAIN No Scale ID -I 6" T I , F'LARE'D END --SECTION C GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES -1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES -2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES -3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES -4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES -6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES -7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. ES -8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE. ES -9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. SOILS INFORMATION: 12D - CATOCTIN SILT LOAM, 15 TO 25 PERCENT SLOPES. 20 TO 40 INCHES TO LITHIC BEDROCK, WELL DRAINED, 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 23B - DAVIDSON CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 23C - DAVIDSON CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 58D - MYERSVILLE SILT LOAM, 15 TO 25 PERCENT SLOPES. 40 TO 60 INCHES TO PARALITHIC BEDROCK, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRECTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 71C - RABUN CLAY LOAM, 7 TO 15 PERCENT SLOPES. MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGIC SOIL GROUP: B 76 - RIVERVIEW LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: B 83 - TOCCOA FINE SANDY LOAM, MORE THAN 80 INCHES TO RESTRICTIVE FEATURES, WELL DRAINED, HYDROLOGICAL SOIL GROUP: A DIA - CONNECTOR SECTI❑N REINFORCED EDGE B EDGE L SKIRT SECTI❑N 20° APPR❑X, A w PLAN A WHERE FLARED END -SECTIONS ARE TO BE USED WITH BITUMINOUS COATED AND PAVED METAL PIPE, THEY ARE TO BE GALVANIZED ONLY. ELEVATION H FLARED END -SECTION (CONTINUED) THREADED ROD SIDE LUG ALTERNATE CONNECTION TOE PLATE, WHERE NEEDED, TO BE PUNCHED TO MATCH IN SKIRT LIP. 3/8" GALV. BOLTS TO BE FURNISHED. LENGTH OF TOE PLATE IS W + 10" FOR 12" TO 30" DIA. PIPE AND W + 22" FOR 36" TO 60" DIA. PIPE. SKIRT SEGTION FOR 12" TO 30" DIA. PIPE TO BE MADE IN ONE PIECE. SKIRT SECTION FOR 36" TO 54" DIA. PIPE MAY BE MADE FROM TWO SHEETS JOINED BY RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. END -SECTIONS AND FITTINGS ARE TO BE GALVANIZED STEEL OR ALUMINUM ALLOY FOR USE WITH LIKE PIPE. PIPE DIA. SHEET THICKNESS DIMENSIONS STEEL ALUMINUM A 1 "TOL. B MAX. H 1 "TOL. L 1 2 TOL. W 2"FOL. C 12" .064" .060" 6" 6" 6" 21" 24" 24" 15" .064" .060" 7" 8" 6" 26" 30" 24" 18" .064" .060" 8" 10" 6" 31" 36" 24" 21" .064" .060" 10" 12" 6" 36" 42" 24" 24" .064" .060" 10" 13" 6" 41" 48" 24" old TOE PLATE Cm E DATE s ate"' 37032 12/4/17 0 D Q M U DRAWN BY u A. ALLISON DESIGNED BY " C C. SHIFFLETT CHECKED BY C. KOTARSKI > E N/A Lu °' W 1.4 Q ILOIL O LL, 0 O cY Lu cn Q_jUeo Z CU a�?®cs a (D UA z_ ry, Q 3: 0 x Cf) Q h U ccs ® meq z�>� 0 W W�I�,W 00% En > Lu 0 U c) U J U C3� Q OO C W U OU �Q a o a ce, 0 OLLJ LQIJ (D ZD 9 W W W W W ����LcL I- ncococoa>Ca > w W 'ybOOQ Q N N N N Q M O 0 vj DATE s ate"' 37032 12/4/17 0 0 DRAWN BY u A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE N/A CL 7- 0 0 LijU C > 0 0 z LLj02- z% Q3 0- C UJ m 0 LLI 3 < c -0 0- a) =) Lu I ..O Co Z-0 or o cD < L z z v0 _ o � c a_ � O Ij(125 C � U O C Q�2 z Z N oa Q Lux Z1= w oiz WQ Co 2 u1) xC Lli� o O U :F 2 C 0 �Q � 0 C U (B O � � C U 708 NO. N o s ate"' 37032 N 0 C � u z LLI 3 < c -0 0- a) =) Lu I ..O Co Z-0 or o cD < L z z v0 _ o � c a_ � O Ij(125 C � U O C Q�2 z Z N oa Q Lux Z1= w oiz WQ Co 2 u1) xC Lli� o O U :F 2 C 0 �Q � 0 C U (B O � � C U 708 NO. N o U) - "% U 37032 N C � SHEET NO. -� o COMPACTED SOIL A PIPE OUTLET CONDITIONS A TABLE 3.31-B ACCEPTABLE CK REFERENCE FORRARY NG PLANT ALL REGIONS" FLOW 18" M&INi ,�* „ � ?. �_ GRAVEL CURB INLET SEDIMENT FILTER PLANTING DATES SPECIES RATE (LBS./ACRE) '�`J --"� `J__ f" I I I lllli� ( I k 4 �.�. T ( T TWilliZe ...,. rira.ttv�rtLtmta r SEPT.1-FEB. 15 50/50 MIX OF11=� 11I2:111111milill q ado .............ANNUAL RYEGRASS - g> do PIPE OUTLET TO FLAT draii,a Biera (arnreS) .......... ......... :: I`) ... 0E5 Oft t >H WATER (LOLIUM MULTI-FLORUM) 4.5' MIN. ...= F W »: w� , DD WD 3.09 AREA WITH NO S11j kiI:�M t =rn r l � n 50-100 / » ° DEFINED CHANNEL eIPVation t I l UI11�1U�" aiea S } "uumPt=y°+ x W l CEREAL (WINTER) RYE - --�` �3 9410 .... fJ. o:r I : ,::..,,..., ,..::.:, ., .. SCALE CEREAL , w (s E) ` TEMPORARY DIVERSION DIKE �- PLAN VIEWS r.. kmr-20 Fri€' '�#:< FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 r No scale 21., 2220: X1.1: i / F "" (LOLIUM MULTI FLORUM) ... ........ .... .... ; 1 SET THE STAKES - 3131. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE 11 ter' ` ,rr € y; .� MAY 1 -AUG. 31 GERMAN MILLET 50 ALONG THE LINE OF STAKES. .... ..... Lal Geo e1 k... (SETARIAITALICA) .. .... .......................................6, .. . _ 324 12 1 12,t. € _._ . : » �. TS 3.31 RAVEL FILTER i E ._.. ....... .. .... _. ..... .... ... - _ =1 Sri t-sT fSFrH tt€ €�rli€i€ - --- - -� / s2_t; 41.2 21x0.4: �k# " �f =ha € 3 z 37�l,y � RUNOFF WATER WIRE MESH if - �O 12"G ,�0%_ r kiL �a 1=r �r�rFILTERED WATER1 N sn TEMPORARY SEEDING PLANT MATERIALS V. _� . _ v d No Scale' FLOW > E r - 4„ ...... ......... ......... ...... .............................................. :............ ...... ........................................................................o :. _ 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE S TABLE 3 32 D "k W SECTION A -A FILTER KEY IN 6"-9"' RECOMMENDED €€-e: 4.11�III f"€€S£)(f(f I.2; f) SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA I n - EXTEND IT INTO THE TRENCH- EXCAVATED SOIL. Iin IT............ .... CLOTH FOR ENTIRE PERIMETER dP F e�i1# 2IC' i l€� IDII I 3,23.3:..... ... p O }� 3ICl (z J... ( t .... TOTAL LBS_ PER ACRE - a- �� ®'} O . ...... .. ... .... _... ...... .............:.. .. ... SEDIMENT III .o' .. '-}.: n LL - U 'wetS '� r �Ue this i to li Ii iCk } 2158..f t ;rUis;3(f t L= d III (l1 I U' MINIMUM CARE LAWNLu _ ..- a . 10 . j .........CONCRETE % / VIIcIC'�?C11EfIIle fI131 cleanout fi> (S335-'DA)1.3I.t DfCffl-of (=Slll3'i :521 IJ COMMERCIAL OR RESIDENTIAL 175-200 LBS. GUTTER - / - •''Lu rn FESCUE 90 00°/ 12 CURB INLET - ull �- uY Q Li Go_ Z - KENTUCKY 31 OR TURF TYPE TALL F 1 0 � j � A LIt c3t1( PI(# lt�} Irin � , ���:I7 �;3�3iF1 :.. �1UI�=��1 %)(itI i�sil IIIA � f°'�`# IMPROVED PERENNIAL RYEGRASS 0-5% � FLOW � ,,y ®� O y.. Y GRAVEL SHALL BE VDOT 357 OR 5 COARSE AGGREGATE- distance, GGREGATE. di star"€f P ft-on1 € leian!�I� to onfi e it ( �.,�....... �.°3 umeiI clfii 1we �I�xl{�:: 21 KENTUCKY BLUEGRASS 0-5% - +`7 � o I S1T� u. YC€ 1c i:P SL ... Y............ ....._ SHEET FLOW INSTALLATION as Q 3d0 MIN. i. ::::t ...::.::. SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE AT PERSPECTIVE VIEW ° I ' == U . A (MIN.) 1 GENERAL SLOPE (3:1 OR LESS) ( ) �c d1 CUE 1 CAUSEOR DAMAGE TO ADJACENT STRUCTURES AND DING IN FRONT OF THE STRUCTURE IS NOT ELY TOLu CURB INLETS WHERE »: r"' '"'••t �S ( T° '' h#��`r RED TOP GRASS 22 LBS. UNPROTECTED FLOW �AX :........... ......... . ....... ; I1at'`„5. �1€��P I'eIIIIrPc1 ��`�, ; �� L)���.... �- do 1r1�'l Cr {IIV' r( J2Y),IJ length f1 .of I'V; L (, .._... .. SEASONAL NURSE CROP * 20 LBS. B A \\�\ c�\a Q ti S3 Y .... ..... 150 LBS. w _ dry- s(:tmage f=� Mde.d this elevation 15cy f 94 ; Cs PC(I ai ��YfMth,'as�� Ot h�:......... ............ LOW -MAINTENANCE L EE E :1 IP 3.07- 6 Imo- � � ® F PIPE OUTLET TOSLOPE (STEEPER R THAN 3 ) \ Lty U7 .. ... ' WELL DEFINED d€ Illt 1f € i 1 C) ffk E l ti € ti7 C (€I i) ... 11 a a`(3 5 I� QUI€4 ) it 'b. ) ..... KENTUCKY 31 FESCUE 108 LBS. ���� ;,� , �a > y ................. ...........- RED TOP GRASS 2 LBS. ��/I II w W U ` M CHANNEL di aI elef of le ifA tubi t ts_ a in) ��II" '� P� � € , t� � � � PLAN VIEWSTORMWATER INLET PROTECTION POINT A SHOULD BE HIGHER INT *'? �: SEASONAL NURSE CROP' 20 LBS. C O r;10.. SIU * No Scale ei a w�� ..... ......... ... .......... ........................................................._. ...... CROWNVETCH 20 LBS. S sou G o w J F_ U mm ;. (see; Iii U1{ilii Iti CHIC �I;,€...... �f"I i =€I� n t 3iflvkj I ( t 150 LBS. TEMPORARY RIGHT-OF-WAY DIVERSIONS SF DRAINAGEWAY INSTALLATION N/A 3A5-2 IW s (FRONT ELEVATION) C (I Ise CJ zI• _ s I ea.... ... ........................ ......... 1 t ............. la €I II° ` I=1 face (�. ..... ......... ............... ....... . ........ ............. SE CROP W ACCORDANCE WITH SEEDING DATES O OU W U O - USE SEASONAL NUR tr (;€ in -115..._.. __ Ip : f bar l �) 0: _ AS STATED BELOW: VDOT #, SILT FENCE {W/O WIRE SUPPORT) ........ La 12W 5.0 C-1, 2y 8-g: length 1f baffel III Sa1UCrated zone, (LS) (J FEBRUARY 16TH THROUGH APRIL .................................. ANNUAL RYE � U w W ARSE 18" No Scale p q MAY 1ST THROUGH AUGUST 15TH ............................ FOXTAIL MILLET LAIN. � CO `J- ry 12 =_ + ��d . _ 1-�= 3 I�II_imber 4lllal s I�x U€ted 0 AGGREGA 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO `l ® � .. ...... AUGUST 16TH THROUGH OCTOBER ............................... ANNUAL RYE dimension € l ccftt DO NOVEMBER THROUGH FEBRUARY 15TH WINTER RYE TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. o .... ..... ... ........................ POSTS. ... 3.,...# ti ti ti 'ti 0 /o €III I IPS €11I;tt� a 6 W W W W W _ .........................................._ ..... ...... ....... . ........ ........... ....... .. » :.r t `** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF - "X O Td amraila le head (&`t. 1 '........... IJIPI ar+cy Sp€ll way. _`-._............. -....._ r� a r € FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL ! / diai-t�i�ter n5er (ILI}........ 24 .. ... f?tv€(�oM 'wifI [':.i� ) �(1:...... OTHER PERIODS USE UNHULLED SERICEA). IF FLATPEA IS USED IN LIEU i � - � I _ - t 1 �O SECTION A -A €€I€IS�i1tlf P l: IIC1E .51 f��ist .fihtlCiII) Q # OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED 6' / li / _III ® CO ,y FILTER KEY IN 6"-9"; RECOMMENDED i III_ w ry ry ,IID? 1� iT€ 11 ((} 1 0 1+ Yf�l(- p�i1 L'fldltl l () (j MUST BE PROPERLY INOCULATED. WEEPING LOVEGRASS MAY BE MIV41muM �� 1= IIS > "' O o O CLOTH FOR ENTIRE PERIMETER `.... ................... _ DURING WARMER FLOW 1 - Imo' w N N €v 4v `N 11i.,a,C"E titer of '€� rrel (in) 1� C s�,St i'r1 s�7lllsail.ai (R) �`�L:........ ................. _ TYPICAL GRAVEL STRUCTURE 11 1�1��r II�II� � S 4 ......... ....._ . TO SLOPE OR LOW AI SEEDING PERIODS; ADD 10 20 LBS./ACRE W MIXES. .-1 ..... .. NOTES: barfel €I-IV. A cle bon (1) 3'l PS 3.32 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE ~ COMPACTED 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. SOIL THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. DATE 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. Kl!�ANENT SEEDING MIX FOR PIEDMONT AREA THE TRENCH. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. ocae �� - 12/4/17 OP SB 3.13 - - MIN. DRAWN BY I--1 � � 1----I � � - �� � � i �I /' �' 111111= FLOW �� ..Iry`- A. ALLISON DOD OUTLET PROTECTION SEDIMENT BASIN �IaI ISI �II�11�' STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION No Scale No Scale FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, MINIMUM EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. DESIGNED BY GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST TYPICAL EARTHEN STRUCTURE 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO C. SHIFFLETT GREATER THAN U ON CENTER. EVERY NINTH POST SHALL FILTER FABRIC CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE -TI CHECKED BY LEVEL�jjSPREADER FENCE AS A TREE PROTECTION FENCE. -ii j TP NO SCALE 3.38 WD 3.11-1 3.05-1 C. K®TARSKI TREE PROTECTION kP�_c MPORARY RIGHT-OF-WAY DIVERSION SILT FENCE (WITH WIRE SUPPORT) SCALE No Scale ale No Scale N/A 2 X 4" WOOD SILT FENCE DROP INLET PROTECTION DROP INLET WITH Q�U ���imp FRAME GRATE ❑O�� CROSS SECTION 2 ACRES OR LESS OF DRAINAGE AREA: H'0' ,.5' -�- AME ❑��� ONE 6„ MAX. COMPACTED SOIL p JUTE, OR EXCELSIOR 3' 18" MIN. FILTER CLOTH v� MIN. OR EQUIVALENT VARIABLE MIN. 7') (OPTIONAL) GATHER STAPLED IN PLACE -� FLOW BURIED 6" MIN. I ( ) - EAT UD XCESS 6" MIN. II I I` II DOWNSTREAM VIEW U U� ` ~ CORNERS PERSPECTIVE VIEW BURIED 6" MW. PERSPECTIVE MEWS I - = - :�-i�� STAKE fif I -III-IIII 111-111=1II-I III III III III=1 I- � � _ -III III II �-. 111 -III -III -III -I i t -III I I I I -III III -I I-1 1-111 I-1 I' 'I 1 -Ill- AGGREGATE 4.5' MIN. VDOT #1 COARSE FABRIC 3 �1 I I I III III -III III -I 11 III -I I!=1 I I III -III -I I -III III III- I I I -I AGGREGATE ,' _ -1 IJP I I I III -I 11-I 1 1 1I II ILij III-III=1 I I -I i l l l l i 1 1 I-111=1 I I I=1 II 1111 MIN. o LEVEL LIP OF II (-� I I -III -III -III -III III III -III -I 1_ I I- I I III -III I FLOW LII -11 1 1 1 1 -III 1 1 1=1 1=1 I I-11 I 11=111-I I E9 11-1 2:1 OR 7 3' �`�A SPREADER I Lla= =J. LL.....1.LI®.1.uF FLATTER co �a;rw+� - � DETAIL A ,.. _ A4 LFI' z o ELEVATION OF STAKE AND FABRIC ORIENTATION wiRe'' "i FABRIC - 3 SPECIFIC APPLICATION Ii LINE POST THIS METHOD OF INLET PROTECTION IIS APPLICABLE WHERE THE INLET e, CONVENTIONAL III III _ I io GROUND LINE cz E V E L SPREADER WITH VEGETATED LIP DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5% WHERE MAX. METAL (T) OR `NCRuj ) 5 MIN (U) POSTS BRACIN�CONCRETE FOOTING O THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE 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 5AF PLASTIC FENCE METAL FENCE 3-10 z o ROCK CHECK DAM ROCK CHECK DAM STORM DRAIN INLET PROTECTION SAFETY FENCE > s No Scale No Scale No Scale No Scale h i - CROSS SECTi0N 70 MIN. 5:1 EXISTING z A 3' PAVEMENT jjj _... - U z o FILTER 6 M Lj MOUNTABLE BERM W O o VDOT #3, #357, #5, #56 OR A �,/ #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') CLOTH (OPTIONAL) GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER EXISTING GROUND SIDE ELEVATION uj I o 6X6 TREATED TIMBER 70 MIN LU u * FILTER CLOTH WASHRACK �10' MIN. i ca o w 6" MIN. jj =o SECURE WIRE TO GROUND - - CLI E z B (OPTIONAL) J Q WITH WIRE STAPLES- ' #5 REBAR TO _10 EXISTING <' = SECURE TIMBER I -I I €€I I MIN PAVEMENT o 2E III MIN" _ 111-1I I_TIT=1Tr _ I -III -I II I II f III -I i t -I 1=1'� 1 1 1 1 1-1 I 11 1=1 1-1 I 1 11=1 �, 1- L =„ . t _-� 11=111=111 VDOT #1 COARSE AGGREGATE EMI AII III 11 I---=---1TlI----IATE B POSITIV .ti:c' N. : �`� I -III -I 1-1 I-1 I-111--1 1-1 I -I 11-1 1-1-I 11 III -I 11-1 I I- I -I 11'=11 *MUST EXTEND FULL WIDTH OF °RAIMENT TO III -111- 1=1 1=1 1=1 I -III- 1=1 I- I -III- 1-I (- I y INGRESS AND EGRESS OPERATION TRAPPING DEVICE . O 7 MIN. 3 � - 1- I1-1 1--III-111-1 = 1=111= I 11=111-1 1=111 PLAN VIEW � UNDISTURBED a" �.> 1.-1 1 1 1-I 1 I 1 I 1 1111 III -I 11-1 111 2:1 OR SOIL ;� L L t.I L� I.I L -.ILL 1.L J--, FLATTER �y Z w RAIN- 6' f � � 3" MIN. � v 3 MIN. o LEVEL SPREADER WITH RIGID LIP FILTER CLOTH SECTION A -A �_ 6'-7" Q * MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. & SPEC. 3.19, RIPRAP r r r > o U - U GE REINFORCED CONCRETE DRAIN SPACE 3.02 to o LEVEL SPREADER E) SECTION B -B " �o No Scale cu u STONE CONSTRUCTION ENTRANCE o No Scale T 4 U C3.1 -� E JOB NO. o Ncc cc - 37 03� 2w mo C O SHEET NO. Q o C3.1 -� E M E ® O 01 U N � N = � O > E LU 6E UJ > Q LL. +� p LL. O Lu � us {7 J-- rI d W Ll.1 — II1 CD L7W Ncf -j U) Q LL� U) � N s� >� rLn tN a� 00 J C) w iD F- U) ry 0 U 0 c� H LU LU_ S U Q 0 U) 0 i_ Lu U Z O �_ C) CL/ O v U') Q Lu p Ul) J. 0 W WW w c) oho � UvJ�v w zzLLj�z. Q OOW��O W W O W W 4. CL. Q � 0 0 9 4 LLA w w w W caco0000co Lu O N N N N p \ *y *y p M�y�,y0 DATE 12/4117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE I" = 40' 0 .y •q n9 U N N O N N O 2 - CL O_ C C O N Vl O N i1. TL c L N z m C R5 V - cu LU �/ �'� O r0 � �✓ O Lj W F-- v O Q . Lij O N � LI.I O O cq cq Q 0, z Lij :2 � �y o � 4�,i c_- ;;,t- cu6 C N � N Q O 0 o y z N Q X LLJ N H N oO 1O O O Q 2'c Q c, N C > Y N (B O N U O X O N O U y i � O VJ U O O N 7 C U N (6 U _ JOB NO. N o U). +/� cu U ®L ca C O O O U SHEET NO. Q o C3.2 N L C J., 1IN't"W. m O 0 N� Q 0 >E LU °J E Ln U. LL LL 0 L ryLuJ- r, a-jv00 w -j —li " cD Ul Q LL- e� Q Z w _ > Ln F- <C c un rn oN v D - w -j U) Z) O T �7 O F-- 0 LU w u Q Z O o-. U) O U-1 0 ti z � O o c[ p U Z (f) Q LU D o www U_I Zc Zp W } O O O O U U � Z U Z Z � OLLj Z Q U OO W U OO � Q W W O W W 4 4 I�O,Q Q ®� (f) U-) (n V) U-) W W W W W cl�C4QCQCQ� M M co co 00 Lu O O o < DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI N cu cu co co 0 m 0 0 0 a 3 N LU Q 2 d U) W cJ M U Q1 O Q O N N N fn O N C`7 0 r M co O �I SCALE 1" = 40' 0 uj U 1 iO N O v N 0 Q. Q - < a O N N O a,, ® O t N a tU Z V - Lu Q C �Li o L, � o z UL � w 250 C Z Z v0 0 c � aF- 0 � 0 � v � N U CL O 0 c ZU z N oa O_ LMAMJ N p P # 1 N Edi v� O � 7 0O O O 0 � C > Y .N N U O (D O O U i N O O N U � O N E � O U � N � U JOB NO. N 0 � U 37032 N � = O SHEET NO, n O C3.3 v E RF IT" ... ........ 1� NO VEHICLES SHALL BE PARKED ALONG EAST MARKET 0 ............ STREET OR THE DRIVEWAY CONNECTION TO EAST O MARKET STREET. SCALE 1"=40' R 2. NO OVERNIGHT PARKING IS ALLOWED WITHIN THE 100 ......... ... REFERENCE LINE SEE SHEET C4.2, C5. 0 17 C5.4 YEAR FLOODPLAIN. 40' �0, ry CILAVNIF Wl� m m E DESIGNED BY C. SHIFFLETT CHECKED BY C) 0 o', U C. KOTARSKI SCALE 1"=4D' ry U; T < 0 > E LU 6 lE U) LL. U. .0 ui o LU -j U 00 fa. _j — U� LU ., 0 > (cz:)) rm', uj 3: u 0 x cn < -j LL -LU ::3 > 1,D 0 LL, WV-) :LLJ Ln cz Lfi CN > c) 00 L Ll O Go -i C) LU Z� Z! :jZ) 0 C) (-) (-) cll- Q� Q� CK ui 0 LLA LLA U Lu x -j U Z:) 0 W L -U uj Lu uj co 00 co " co " 00 0 ui > Lu "'" O C) U < 2: 0 isi DATE 1214117 0 >- DRAWN BY A. ALLISON O U. O 0 O LLJO LL �2 O L)O x Lu > LLJ in > z 0 UO LULj Lui -2 0 LLJ Lij c� 3: < E- . 0 Q - U LLI m 0 -oaf 2 (D < U) z 0 2:E 0 ci E3 0 0-.2 z (n 0 LD o) cL X o t! 2'§ D-11 (D c X c o o,o (D O to OU 15 4) E;,6- cu O - 8 JOB NO. 37032 M u) 0 SHEET NO. Q -Q C4.0 (n o DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=4D' T O U. O 0 O LLJO LL �2 O L)O x Lu > LLJ in > z 0 UO LULj Lui -2 0 LLJ Lij c� 3: < E- . 0 Q - U LLI m 0 -oaf 2 (D < U) z 0 2:E 0 ci E3 0 0-.2 z (n 0 LD o) cL X o t! 2'§ D-11 (D c X c o o,o (D O to OU 15 4) E;,6- cu O - 8 JOB NO. 37032 M u) 0 SHEET NO. Q -Q C4.0 (n o A 366-- r.. . 364 134 � � L $Y n° , ' f r' jG DESIGNED BY N C. SHIFFLETT SCALE 1"=20' U , now 0 20' 40'— , ui SCALE W 1" = 20' N UD N C co W W co 1 , W , .......... z 1 ......... ... .... .... .:.. .. ... LUZ W 'w LL LU w D U 0 r ro E DESIGNED BY C. SHIFFLETT CHECKED BY c7 Q U C. KOTARSKI Is SCALE 1" = 20' N UD N C >E LU E– W < a. , -r �tjO w D U LU U � z w — Ln O j a C:, a OU c� Asa �bcn¢ cU) Q U W _ N WW��W z�>,si°, S-- f--Lri 0 CF) t" 0000 w ®� LL �~ OOEUO Q �Y 4 LoL-1 4W 0 0 0 0 0 12 ����' ( 0 ® W W W W W 0 M co co co co "' �>is W ONNNN < M`j-o0 0 8 (� DATE 12/4/17 0 DRAWN BY A. ALLISON C L 0 ID ID 0 0 cu z LU 0 O_ 0 o < T C O N N O C l O e�Lj O Q W 0 C �d ry N LLI5 0 co -00�O 4 2 U)Z N Q Q O S`, C c, O � C C N a -O C Z N O x o 0 0 Q � Y N � 7 N U O N O O U N iq B Iz O rn U O O N 7 U O � 'O U JOB NO. o 37032 � U 6J w N C N O � U SHEET NO. Q o C5.0 I ID .E DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI Is SCALE 1" = 20' C L 0 ID ID 0 0 cu z LU 0 O_ 0 o < T C O N N O C l O e�Lj O Q W 0 C �d ry N LLI5 0 co -00�O 4 2 U)Z N Q Q O S`, C c, O � C C N a -O C Z N O x o 0 0 Q � Y N � 7 N U O N O O U N iq B Iz O rn U O O N 7 U O � 'O U JOB NO. o 37032 � U 6J w N C N O � U SHEET NO. Q o C5.0 I ID .E m E 0 0 O'l u cv rw > E w W UEn LL ®� ® LL 0 r� a u O m U QUJ00 w — in O j nom a c7LU vm I- u D �0U) Q u. > ° o ww��w Ln fN > �c Ll 000�o C) hfeWU� ko� O O � W U O U U U � � Q Q a � O QC104p www LLA T U) (f) (f) �n w Ul) W W w W W T F- pco Do Go co w Lu ~ O O N O N O N O N \ \ \ � MLj�oO "r Z O `m cu a Q v cu o_ C2 0 cv o_ 0 0 0 0 n U Z_ Q LY c� 0 U n U 0 0 0 0 m 0 -o 0 c 0 0 0 N Cl) O ti M co O 11 Ci G Q O � U fV � N �c L LU W Ln G] U.y LU 0 u G z w�-L!9 O j 0. ul N [V () LU H Q 0 c j x U0 q Lt. W N > W Q _ LLnW Ln W C 0 cr) r4 4.1 W 000 0 U �M > 0co > -j WU� � F ��ogf) 00��0 U U W g U 4 4 Q- Q- 0 � CQ�100L W WWW (f) �n (f) (j) W (f) Z3 O W W W W W c� Q� Q� ct� CK Q� t— pcoco03co00 11i> L W '"000� O N N N N ~ \ \ \ u M -00- O 0 DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLFTT CHECKED BY C. KOTARSKI 100 SCALE 11' = 20' 0 N > 0 0 ujN o < O O A O N N 3 N O ®Lu6 AWEVAL t o Q o Lu 2 Lij � as w O o(D QU) Q 2, :2 :E o:�i �o E� �N Z)U O rr- O Cn Z In Op LU O_ � X O O O :S 3 O O Q -.L_- 2.§ 2! C N � X0 O O O U N in (6 O vl U � O N F �d U � O � U JOB NO. N O N - O U 37032 N O � O U SHEET NO. Q o f DESIGNF_D BY : O CHECKED BY a 364.18 358.98 m P*�20NAL m E i DESIGNF_D BY C. SHIFFLETT O CHECKED BY O 0 � v C. KOTARSKI SCALE 1"=20` N � N rr 4 O Q `X G j LU �' W �3 U>) � Lu : C CE O. 364.18 358.98 m P*�20NAL m E i DESIGNF_D BY C. SHIFFLETT O CHECKED BY O 0 � v C. KOTARSKI SCALE 1"=20` N � N rr 4 O Q � > E G j LU �' W N CS U>) � Lu : C CE O. 3 O N � 0 h w O <. LU d N � uj O l iJ j a O O cqcq Q > F -j Q O �LU cr z a� 0 Q p 0U)< tV O c q ce IC c LL.LU p Q O O W W��LU E zu>ko O -O C C N � N ® rn > d U C O W � 0000 Z O 0 m uiN WU� 2 Q X 00 �� � N a a Q O W U 0 7 N U Q q U Q� cl� Q� Q� 4 O CL � O N E QL O C1000Q W O � � C W W W W U „ ZD O W W W W W n, h c O SHEET NO. S C5.3 va E p co co ti Co � co ti � w Lu '"0000 d N N N N Q M\\ O O Ui DATE > 12/4/.17 O DRAWN BY A. ALLISON DESIGNF_D BY C. SHIFFLETT O CHECKED BY C. KOTARSKI SCALE 1"=20` rr 4 O Q U. O N N 7 N rr 4 O Q G j N L N CS Lu : C CE O. /0 V O N <. d N � l iJ a O O cqcq 2� N z a� 0 Q O C O O E -O C C N � N d U C IL � Z 0 m uiN 2 Q X � N a a Q 2 � v v 7 N U O � O O U :F i (ll N O O N U � O N E cu U (B O � � C U „ JOB NO. N o 37®32 N �- � U o N h c O SHEET NO. U —`� o C5.3 va E � .E G ® /fn > E / LU / � u \ U. E0/% / /LUfco % ±"—L O �Crnj / Ul ¥ / \/3x ,/ / « / J / ¢ $ \ y / / \ \ \ > -/ / / 3® > o / O / O% 7 / c § ¥ $ C U & % U m 00® % __j \ / ƒ U \. \ O c 2 Q C O U U K U / '/ ƒ / / ƒ / Q Q Q Q Q Q Q Q I $ w w Q 2 Q » g w www w ZDQ Q Q Q 0 a « ± a m m m m/ � o c c c Zo- / G 7 � b m » / 2 O . IN c' E I 0 0 rn � cv ui cv c > E LU W Q LL o U- " n LU O B ,-, U U 00 w"—ui Qom O O LU cl� 4 o �x cn z < Q Z:) w >;° 0WW�F-LLA _ 0 0)O > W ul 000 U U c 0 U v O 00 -j WU� C) LU jZ3UQj O OO W U O U ct� cl� CK ct� � r 0- Q Q� S LQC)QQQ W W W W W U Z:) O W W W W W Q� C4 Q� Q� a S F- 00 co co G LU w W N N N N \ \ \ < u Q \ � O DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI 315.72 SCALE 1" = 20' o Z N U N c/)N O LU 71- O Q Z 0 =;Q C CLO N N N O C 0 N Lucu > Z t—1 L.0 cu o LijJ LUO ca 2 m U) Z a> O s o c _ c H `4 0 E -O c a' a -U O O 2 O_ � X Q � N � O U O CL:E O Q � �C Y N {p � y X O O � N 0 O +n U O O N � E U � a .2-0 c6 � _ 4 U _ JOB NO. ( o N — (6 U ''/7j/'�) 37032 N N 0 � O SHEET NO. Q o C5.5 v WATER QUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 2.19 ACRES MANAGED TURF = 4.35 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 1.03 POST DEVELOPED AREA (TO RIVANNA RIVER) IMPERVIOUS = 3.87 ACRES MANAGED TURF = 2.67 ACRES POST DEVELOPMENT LOAD (TP) (LB/YR) = 9.59 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL LOAD REDUCTION REQUIRED (LB/YR) = 4.14 LB/YR ON SITE TREATMENT PROPOSED STORMWATER CREDITS PURCHASED = 4.14 LB/YR WATER QUANTITY ANALYSIS ANALYSIS POINT - MOORES CREEK TOTAL DRAINAGE AREA FOR MOORES CREEK = 22,465 ACRES (DATA OBTAINED FROM VIRGINIA DEQ VEGIS HOME WEB MAP) TOTAL SITE AREA = 6.54 ACRES 1% OF TOTAL DRAINAGE AREA = 22,465 AC * 1/100 = 224.65 ACRES PER 9VAC25-870-66.8.4 TOTAL SITE AREA (6.54 AC) < 1% OF TOTAL DRAINAGE AREA (224.65 AC) , m E a C7 O U M ry c > E ua E W h � v 0 LL.3 pLL. o� U rfl�m ti <zU z w — Ln a j � �rj o CD uj Q 0 x Lf) z Q Ln U) C c Ln ® w � > Q O O O mM � U U U `0� 9 C) Lu WU}�, O O O z C4 C4 0 O CCC W W W C W C W (f) (f) (f) U) Q W W W W W 0 eC �Y Y oC r p �GJ00OJ00 u.I w W O 000 u < ® O z 0 DATE 12/4/17 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1"=80, E tJ) DATE 0M rn 0 ; 12/4/17 O CN N � DRAWN BY A. ALLISON > E DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI LU SCALE W 1" = 40' F- LU v � LL. ® 0 U Q U co ~ z LU O j Qo O LU o (n x< U W W N Z Z q w L o ~ US US o� ��oW �000 o U) � 00� � LU j O qj OO Q UO O p ® ® O O 4 wwwww (nU)(f)(n(f). p O w w w w w H ® 00 co co co w w W N N N N < M 8o� 0 i O t6 N N a Q 0 0 N 0 0 O 2 0 n 0) 3 7 Z Q n } Q U) 0 c s N U N > N O 03 3: LLMj N N O 2- Z C Q cC �—j 3 O CL aN v> 3 N O ® C %< g �j� L LuQ O u g�yy O Lu '✓ s O J K „yam G U. Lu �o o� �U) Z o O 0 o � ME 7. ~ M o c o'0 z N S X N F- ".5 � S O O O Q 1) N C N {6 O N U X CO O O U i N OO U) U N O E 3 U O g O a � U JOB NO, co o N - c U 37032 c 2020 N O � U SHEET NO. n o CS. I L tJ) DATE 12/4/17 O DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1" = 40' 0 c s N U N > N O 03 3: LLMj N N O 2- Z C Q cC �—j 3 O CL aN v> 3 N O ® C %< g �j� L LuQ O u g�yy O Lu '✓ s O J K „yam G U. Lu �o o� �U) Z o O 0 o � ME 7. ~ M o c o'0 z N S X N F- ".5 � S O O O Q 1) N C N {6 O N U X CO O O U i N OO U) U N O E 3 U O g O a � U JOB NO, co o N - c U 37032 c 2020 N O � U SHEET NO. n o CS. I L m E cm � v N U; N c w v' W ¢ L. O L U w0 uj Ucow — iri O j " o N O ULU vm p _ 3:b x � q LL - 04% Z) 'j. >Ln oWW Ln � W N v 000�o U U J U oo W U w� jj0`j) O O U O UUWQU Lij Q°CLa Z 0 p p p p p M W (f) W V) W U� W (f) W (f) Z) O W W W W W Q� C4 Q� C4 Q� F-- �ao00coco .. . u w W o N N N N z O Ia P i N of SCALE V=40' 0 40' 80' w DATE 1214117 DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE 1 " = 40' 0 N U 70 C N > N O t 3slr N O i O_ C O O N N O 4 Q O Z fi t >� > 0 O O 0 C U O LU_ N O O � d N � W O m O J 0- < < Ljj �' z �o LL o� LLa� Eo �� Go�N a o O = O wZ O aNi ui � x h o o � o o '§ c Q) > N (p � N x O O O U � N O O N U O O N E 'D 3 O U N 0 T Q U JOB NO. 0 o W. O U 3//f 032 OM 2u, N o U SHEET NO, g o C6.2 H (6 r m _ M t6 N O N N p () v O M _ N" N M D M �r F CO h- iii %® o .N E M � M ® r ci CD 00 r �o O 102: MH -1 O O H c) O � (v) N tID r (D r (B C:) O ooc*i M Cpu'�o M (D CD T co r CAO N COc voc)ci STA 18+60.86 134: DI -313 Throat c)+ cv+4M (vo+wc)f-- M+0� �a(o€- TOP 315.99 STA 10+00.00 pr()z prMZ _ prMzZ 0o 7 o rco- p CMZ p0 � Nd MM ® cOa�)O INV IN 306.84 (103) TOP 364.42 N<0- > ®<C�>> c(iQ° >> �¢n»> c"Qa> INV IN309.05(RD1) INV OUT 353.77(133) c)U) z �?U) z F Qz Z N 0z z z �©Z U) - INV OUT 306.70(101) 365 365 320 320 s PROP. PROP. GRADE GRADE EXIST. GRADE 8" DIP ; 315 360 € 360 315 t...............................................:..............................................................................................<:................................................ (CLASS 52) ............................................. v ................................... EXIST. 8" 6" DIP SANITARY EXIST. (CLASS 52) SEWER € GRADE 1.5' 355 MI355 310 15' MIN 310 ........................... ......3 ...............................::...................................................................................................................................................................................... . .. . RD1 I 27.15' OF a® 10" HDPE ' @ 3.50% 350 305 305 350 133 38.42'OF l 12" HDPE PROP. BACKFLOW E @ 0.50% € 131 Via, GRADE i PREVENTION VALVE 77.01' OF i r (WaStop VALVE OR E 12" HDPE EQUIVALENT) E 345 �' MIN 345 300 ? 300 @ 6.94% ....................................................................................................................................................................... .................. ........... ,............................ .....6.r"DIP........................... 129 i' (CLASS 52) 70.65' OF 2 12" HDPE @ 4.76% 340....................................................................................................................................I................................................',............................................... ................... 340 127 46.16' OF I 15" HDPE 3 ' @ 4.19% 335 335 9+50 10+00 STR i� 1+00 12+00 13+00 134 - +J T R 126_ �•7 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 L- 0 50 PROFILE SCALE LJ 305.... 305 .............................................!............................................... RD3 ....................BACKFLOW 25.64'01F PREVENTION VALVE 10" HDPE (WaStop VALVE OR @ 1.95% EQUIVALENT) 300 E 300 9+50 10+00 11+00 p 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 0O C 0 0 100: MH -1 cu C' LO o C) U STA 19+23.33 N co _ + cs; - TOP 314.77 (o Q O IN 306.20 (101) INV o- VERT SCALE: 1"=5 VERT SCALE: 1"=5 <C O- > INV IN 308.50 (RD3) or� ccoo z INV OUT 306.10 (99) 320 320 PROP. 320 320 GRADE 330 EXIST. € ¢ GRADE 315315 TOP 337.24 m 8" DIP < (CLASS 52) 1.5 E 00 O (O 00 r O 310 MIN 193 310 LJ 305.... 305 .............................................!............................................... RD3 ....................BACKFLOW 25.64'01F PREVENTION VALVE 10" HDPE (WaStop VALVE OR @ 1.95% EQUIVALENT) 300 E 300 155 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 STR 156 - STR 104 44.13' OF HORIZ SCALE: 1"=50' z HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 z F 12" HDPE VERT SCALE: 1"=5 VERT SCALE: 1"=5 z > E INV OUT 331.01 (151 A) cn 320 320 `n 330 E 33 0. € ¢ .. IVMIN TOP 337.24 m ; < m 6.88' OF E 00 O (O 00 r O (9 M L0 U) N C9 t-- O r r M m 193 191€ rcn F_Z 12" HDPE E U) LO 0 44.38' OF € € 3" PVC € WJ @ 10.00% I € 350 W LO ;12" HDPE € WATERLINE "®j - in O Lu P,y Ln H Q o C) L -1 Q I o @ 0.50 /° _ 315 150: 15" NYLOPLAST BASIN � Q 0 152: 15" NYLOPLAST BASIN EXIST. O o 0 00 r O O 0 `O CIRCULAR GRATE Z `t oo � SOLID TOP w 0 Q Z:3 p J O z =' o o o (`' Lo c ? Lq 0 194: t CO 15" NYLOPLAST BASIN >- (p N m c).30 STA 12+31co Z co 00 In STA 10+06.88 Q o i o co CIRCULAR GRATE Z Q N N TOP 325.91 d W TOP 339.00 - CA 0 2i ��Mzzp O STA 10+00.00 ��� Mz® Q_ INV IN 321.35(191) NU�MO ° INV IN 331.11(153) m Q . `� a-» TOP 325.80 cv <C > INV IN 321.35 (151) Z) Q > INV IN 333.31 (153A) 'n -U) rUcn�-- O 0~Oz z z U)F-INV OUT 321.79 (193 ) a) C)��- zz - INV OUT 321.25(149) U c' UU)�- z INV OUT 331.01 (151 A) 320 320 335 € GRADE U) 335 E 345 Q 345 EXIST. GRADE 330330 E 0 O E € € € 330 335 - € 335 PROP. E k E € (n cn e € : F 325 EXIST. p GRADE W m W W 0 GRADE 315 315 330 p .......................................................................,. € 330 340 ............................................................................................................................... co c0 340 ...........................................................................................:............................................5 N N RAIN GARDEN N �eee'0 PROP. EXIST. GRADE p < (SEE LANDSCAPE GRADE PLANS)E PROP. 0 GRADE € 310 ' 3101 325 E € 325 335 € 335 ................................... ........ 155 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 STR 156 - STR 104 44.13' OF HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 F 12" HDPE VERT SCALE: 1"=5 VERT SCALE: 1"=5 E > E INV OUT 331.01 (151 A) @ 1.10% 305 305 320 320 prMZZO 330 E 33 0. € STA 10+00.00 .. IVMIN TOP 337.24 153A ; < 6.88' OF E 00 O (O 00 r O (9 M L0 U) N C9 t-- O r r M m 193 191€ rcn F_Z 12" HDPE E prMZ_ Z Z O 23.89' OF 44.38' OF € € 3" PVC € @ 10.00% I € 350 rcni-z 12" HDPE ;12" HDPE € WATERLINE "®j - in O Lu P,y Ln H 345 € 300 € 300 o 315 @ 0.50% I o @ 0.50 /° _ 315 EXIST. 325 ? 325 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 RD 2 - STR 102 RD 4 - STR 100 STR 156 - STR 104 STR104-STR150 STR1 54A-STR1 52_ HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 E 121J 70.57' OF 15" HDPE @ 0.50% € 330 330 320_------. 320 320 113 86.90' OF E 12" HDPE @ 0.50% 325 325 315 E� €I 315 315 ......_.. 54 .42' 1O1F1 E 12" HDPE @ 0.58% E 320 320 310 € 310 310 EXIST. GRADE PROP. GRADE -, 340 335 330 325 320 315 310 146B: 12" NYLOPLAST BASIN CIRCULAR GRATE z STA 12+32.97 U) 150:15" NYLOPLAST BASIN m TOP 326.02 CIRCULAR GRATE i - INV IN 320.43 (147A) STR 11+09.47 Q w INV OUT 320.33 (145B) TOP 325.91 a_ Q r 0 146:12" NYLOPLAST BASIN INV IN 321.35 (191) O_j 0 Lr) o0 o CIRCULAR GRATE INV IN 321.35 (151) Z r-- M - (Ni STA 12+56.43 INV OUT 321.25 (149) ; N M D TOP 325.90 r v r co Z O INV IN 320.21 (145B) 00 F- a0 > > INV OUT 320.11 (145) r Ucn Z Z Z Z m m 0<[3 Q Q LO J Q W Lo `t Q uJ m �r O M O v J H Md � v r r O r O `� V p Q r a Q r 0 61 -j T d -1 CO r O N r r (O co O) N .� d o� N z Ow,�r- N >- C�� 0 or, _j CD r rn cor o -0 O M co z�(M�r� M ��00 c) Z�(�0m (i Z ��otai (i ppoN°D �pa)Lo�ci oo ) ~OMM N �r NM-�(j(��]M CV -j (jNM Lo Nd NM N �+ MM co co zr MZ �rMZ �- rcoZ coprZ prMZ Z - O _ _ CD O�O> O 00 ��O» m �¢a> O �¢�> O oQa> O 0Q0» >O LO z z Ucnt-z Z d -5_ z -hOz z rl-Oz z rI-OZ Z Z r cncnE -- - r r UU)t-'- - r cicnF-- - (n I— _ rcnr- _ - 345 € ' 340 153-` 38.57' OF 330 12" HDPE 7 @ 5.00% CONC. WALL TW 338.10 BW 332.10 E 325 _.....__ ._ 151A 24.93' OF 12" HDPE @ 13.00% 320 CONC. WALL TW 328.70 BW 326.70/3" EWATERLINE 315 310 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 <C NC. WALL € T 339.00 B 334.60 € E q S r _ -----------_ CONC. WALL I GRADE T 332.10 €€ G B 328.50 E ° E E < E � E PROP. € ._ c GRADE: E E € � E 3.5' E COVER MIN 4 ` € E 149 _....._._ _3OF --t-47- 47A I 44.35' OF 145 .16O12" HDPE 47.14' OFDPE 1 HDPE 0.50/ 1.5' MIN@ 0.50% 12"HDPE (00-50% E @ 0.50% € ' 8" DIP € E (CLASS 52) E E 151 E 1451E 1438 143 45.98' OF I 23.45' OF 49.63' OF 51.51' OF 12" HDPE 12" HDPE12" HDPE € 15" HDPE € @ 6.00% @ 0.50% @ 0.50% @ 0.89% 11+00 12+00 13+00 STR 154 - STR 116 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 `-117 54.85'01F 18" HDPE @ 0.58% Owe m 335 330 325 320 315 310 15+00 15+50 m E r Nr.NM ctf r O (O U0 N N •ems �1 m o r N (O Lo M CO d N mMCO� -'T M 345 � €- (00r m M pr rt r//� r r � CO CD N O f� ce) + (®D O MO O > U) 0 � (OMLo m N 0rMZZ70 O r O r M lS7 v u r r v Lo - N (O - CO f --m r Imo. M r N r N M co M D LO > > > > �!1 Z Z Z z U) � € 345 345 TOP 339.00 (V (v N+ 0 �- M+ cu M M INV IN 333.31 (153A) > E INV OUT 331.01 (151 A) 1 154.-24" NYLOPLAST BASIN C1C)M0 prMZZO CIRCULAR GRATE Z STA 10+00.00 .. _ CID o 0 TOP 337.24 o Co`rc' INV OUT 333.04 (153) E_ r -= 00 O (O 00 r O (9 M L0 U) N C9 t-- O r r M m m 0 CO M rcn F_Z rU)I-Z Z Z - pONZ prMZ_ Z Z O Qa-O®t-O»» r{ -O Z Z Z 350 rcni-z 350 340 "®j - in O Lu P,y Ln H 345 340 340 EXIST. EXIST. € GRADE, Z `t GRADE w 0 Q Z:3 p q }o O WZ 345345 W ® o > 335 O W _ - 335 335 PROP. U C,� a� GRADE Z) Z) G O O W U O PROP. U U q U GRADE U) Q 340 340 330330 E 0 O E € € W 330 335 - € 335 325 E k E € (n cn e € : F 325 325 E 121J 70.57' OF 15" HDPE @ 0.50% € 330 330 320_------. 320 320 113 86.90' OF E 12" HDPE @ 0.50% 325 325 315 E� €I 315 315 ......_.. 54 .42' 1O1F1 E 12" HDPE @ 0.58% E 320 320 310 € 310 310 EXIST. GRADE PROP. GRADE -, 340 335 330 325 320 315 310 146B: 12" NYLOPLAST BASIN CIRCULAR GRATE z STA 12+32.97 U) 150:15" NYLOPLAST BASIN m TOP 326.02 CIRCULAR GRATE i - INV IN 320.43 (147A) STR 11+09.47 Q w INV OUT 320.33 (145B) TOP 325.91 a_ Q r 0 146:12" NYLOPLAST BASIN INV IN 321.35 (191) O_j 0 Lr) o0 o CIRCULAR GRATE INV IN 321.35 (151) Z r-- M - (Ni STA 12+56.43 INV OUT 321.25 (149) ; N M D TOP 325.90 r v r co Z O INV IN 320.21 (145B) 00 F- a0 > > INV OUT 320.11 (145) r Ucn Z Z Z Z m m 0<[3 Q Q LO J Q W Lo `t Q uJ m �r O M O v J H Md � v r r O r O `� V p Q r a Q r 0 61 -j T d -1 CO r O N r r (O co O) N .� d o� N z Ow,�r- N >- C�� 0 or, _j CD r rn cor o -0 O M co z�(M�r� M ��00 c) Z�(�0m (i Z ��otai (i ppoN°D �pa)Lo�ci oo ) ~OMM N �r NM-�(j(��]M CV -j (jNM Lo Nd NM N �+ MM co co zr MZ �rMZ �- rcoZ coprZ prMZ Z - O _ _ CD O�O> O 00 ��O» m �¢a> O �¢�> O oQa> O 0Q0» >O LO z z Ucnt-z Z d -5_ z -hOz z rl-Oz z rI-OZ Z Z r cncnE -- - r r UU)t-'- - r cicnF-- - (n I— _ rcnr- _ - 345 € ' 340 153-` 38.57' OF 330 12" HDPE 7 @ 5.00% CONC. WALL TW 338.10 BW 332.10 E 325 _.....__ ._ 151A 24.93' OF 12" HDPE @ 13.00% 320 CONC. WALL TW 328.70 BW 326.70/3" EWATERLINE 315 310 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 <C NC. WALL € T 339.00 B 334.60 € E q S r _ -----------_ CONC. WALL I GRADE T 332.10 €€ G B 328.50 E ° E E < E � E PROP. € ._ c GRADE: E E € � E 3.5' E COVER MIN 4 ` € E 149 _....._._ _3OF --t-47- 47A I 44.35' OF 145 .16O12" HDPE 47.14' OFDPE 1 HDPE 0.50/ 1.5' MIN@ 0.50% 12"HDPE (00-50% E @ 0.50% € ' 8" DIP € E (CLASS 52) E E 151 E 1451E 1438 143 45.98' OF I 23.45' OF 49.63' OF 51.51' OF 12" HDPE 12" HDPE12" HDPE € 15" HDPE € @ 6.00% @ 0.50% @ 0.50% @ 0.89% 11+00 12+00 13+00 STR 154 - STR 116 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 `-117 54.85'01F 18" HDPE @ 0.58% Owe m 335 330 325 320 315 310 15+00 15+50 m E 152:15" NYLOPLAST BASIN SOLID TOP 0 O STA 10+38.57 TOP 339.00 (V (v INV IN 331.11 (153) INV IN 333.31 (153A) > E INV OUT 331.01 (151 A) 1 154.-24" NYLOPLAST BASIN ui a� 6 E CIRCULAR GRATE Z STA 10+00.00 .. _ CID o 0 TOP 337.24 o Co`rc' INV OUT 333.04 (153) E_ r -= 00 O (O 00 r O (9 M L0 U) N C9 t-- O r r M m m 0 CO M LO r N r N+ (6M co co F_ - pONZ prMZ_ Z Z O Qa-O®t-O»» r{ -O Z Z Z rcni-z r0I-Z "®j - in O Lu P,y Ln H 345 E 121J 70.57' OF 15" HDPE @ 0.50% € 330 330 320_------. 320 320 113 86.90' OF E 12" HDPE @ 0.50% 325 325 315 E� €I 315 315 ......_.. 54 .42' 1O1F1 E 12" HDPE @ 0.58% E 320 320 310 € 310 310 EXIST. GRADE PROP. GRADE -, 340 335 330 325 320 315 310 146B: 12" NYLOPLAST BASIN CIRCULAR GRATE z STA 12+32.97 U) 150:15" NYLOPLAST BASIN m TOP 326.02 CIRCULAR GRATE i - INV IN 320.43 (147A) STR 11+09.47 Q w INV OUT 320.33 (145B) TOP 325.91 a_ Q r 0 146:12" NYLOPLAST BASIN INV IN 321.35 (191) O_j 0 Lr) o0 o CIRCULAR GRATE INV IN 321.35 (151) Z r-- M - (Ni STA 12+56.43 INV OUT 321.25 (149) ; N M D TOP 325.90 r v r co Z O INV IN 320.21 (145B) 00 F- a0 > > INV OUT 320.11 (145) r Ucn Z Z Z Z m m 0<[3 Q Q LO J Q W Lo `t Q uJ m �r O M O v J H Md � v r r O r O `� V p Q r a Q r 0 61 -j T d -1 CO r O N r r (O co O) N .� d o� N z Ow,�r- N >- C�� 0 or, _j CD r rn cor o -0 O M co z�(M�r� M ��00 c) Z�(�0m (i Z ��otai (i ppoN°D �pa)Lo�ci oo ) ~OMM N �r NM-�(j(��]M CV -j (jNM Lo Nd NM N �+ MM co co zr MZ �rMZ �- rcoZ coprZ prMZ Z - O _ _ CD O�O> O 00 ��O» m �¢a> O �¢�> O oQa> O 0Q0» >O LO z z Ucnt-z Z d -5_ z -hOz z rl-Oz z rI-OZ Z Z r cncnE -- - r r UU)t-'- - r cicnF-- - (n I— _ rcnr- _ - 345 € ' 340 153-` 38.57' OF 330 12" HDPE 7 @ 5.00% CONC. WALL TW 338.10 BW 332.10 E 325 _.....__ ._ 151A 24.93' OF 12" HDPE @ 13.00% 320 CONC. WALL TW 328.70 BW 326.70/3" EWATERLINE 315 310 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 <C NC. WALL € T 339.00 B 334.60 € E q S r _ -----------_ CONC. WALL I GRADE T 332.10 €€ G B 328.50 E ° E E < E � E PROP. € ._ c GRADE: E E € � E 3.5' E COVER MIN 4 ` € E 149 _....._._ _3OF --t-47- 47A I 44.35' OF 145 .16O12" HDPE 47.14' OFDPE 1 HDPE 0.50/ 1.5' MIN@ 0.50% 12"HDPE (00-50% E @ 0.50% € ' 8" DIP € E (CLASS 52) E E 151 E 1451E 1438 143 45.98' OF I 23.45' OF 49.63' OF 51.51' OF 12" HDPE 12" HDPE12" HDPE € 15" HDPE € @ 6.00% @ 0.50% @ 0.50% @ 0.89% 11+00 12+00 13+00 STR 154 - STR 116 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 14+00 `-117 54.85'01F 18" HDPE @ 0.58% Owe m 335 330 325 320 315 310 15+00 15+50 m E 0 O (V (v > E 1 ui a� 6 E Z U. � ® Cl U. Lre w 0 fu U "®j - in O Lu P,y Ln H >®C CN r Iu w m " Q� O �bL:n: Ix< ( Z `t w 0 Q Z:3 p q }o O WZ r- W ® o > O W mac" a 0000 U U U C,� a� Lw Z) Z) 0 O O W U O U U q U U) Q 0. 0 O OW1LCpW1 W W W W W Lo (n cn p W W W W W 0 p 00 Go 00 co c0 LU w W '®o00 N N N N �eee'0 < 0 DATE 12/4/17 O r DRAWN BY A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN CZ C U o U N 7 0 ti Lmu 0 o C 0 L _ v s LIJLLJ o c > s N as,� a s,,ri� c�a o 0 <C ) v � LU O p � d 2U) z vp 0 o � _ �o � v � N C aO 0 zN o� : Q uix o 0 0 v Q� 2 Aoom%L _ TL N � � N x c xs � U 11_ �8 � o v E :rd m U O 6 � C � Q U JOB NO. o o v - � v 37032 U SHEET NO. Q o C7.0 N O 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STR 142 - STR 92 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 17+00 18+00 19+00 20+00 36" Pipe 21+00 5 0 50 PROFILE SCALE C) E DATE DESIGNED BY 12/4/17 O cnU DRAWN BY SCALE AS SHOWN >E E w �c U. 9 �L- c:r w0 m,� o < -1 v o Z F' W,:;—Lfi (D LU �O:3x U') q LLJLL- zrl �>Ln O WW�I��W F o�zzc) 1 42)M > 0 UU��U 0 0 0 ® a/ a 0oo > d -j f- I- LLJ O g j OO O W U OU U) Q- Q CL a ::D ® O O Q ® O W W W W W ZD 0 W W W W W Q� Q� cl� cl� cj� H cl M w W0 0 0 0 o o u Q M d 0 *� z O vj DATE DESIGNED BY 12/4/17 O CHECKED BY DRAWN BY o _ U _ u O > N LLO r O L N 0 O Q 7 (D LU _ O N N 7 N g QO ® iii _ Fu L N � u _ A 0 Dc� D u 8 LLJ0 _j0 w O o(9 �z �0 o� T ~ O O E -6 = = N O N _ d U 01- 0 =O :E Q S X LLJN � N O � O N O Q o _§ Q11 N {B Vft— U = X U O N U O N U C O s= U � O � w � U JOB NO. N o N - (6 U 37032 -cog N = = U SHEET NO. -°� o C7.1 FE A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN o _ U _ u O > N LLO r O L N 0 O Q 7 (D LU _ O N N 7 N g QO ® iii _ Fu L N � u _ A 0 Dc� D u 8 LLJ0 _j0 w O o(9 �z �0 o� T ~ O O E -6 = = N O N _ d U 01- 0 =O :E Q S X LLJN � N O � O N O Q o _§ Q11 N {B Vft— U = X U O N U O N U C O s= U � O � w � U JOB NO. N o N - (6 U 37032 -cog N = = U SHEET NO. -°� o C7.1 FE 5 0 50 PROFILE SCALE 340 335 183 91.33' OF 179 12" HDPE 15.61' OF @ 1.25% 12" HDPE @ 7.00% 330 177E 5.56' OF 12" HDPE @ 7.00% 325 177A 14.20' OF 12" HDPE 20 177 23.59' OF 12" HDPE @ 7.00% SANITARY SEWER 15 (12-10) 9+50 10+00 CONC WALL TW 33.30 BW 328.50 (2) 90° VrRT BENDS 1" PVC WATERLINE SANITARY 11 SEWER 11 �afi[�I 169 27.59' OF 12" HDPE @ 0.50% 11+00 12+00 STR 184 - STR 164 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 167 1-165 66.04' OF + 56.16'( 12" HDPE !' 12" HD @ 0.50% @ 0.50 350 345 340 335 330 EXIST. GRADE 325 320 3 13+00 13+50 c f- Cl) rn r Q w a 07 RD 8 - STR172 q Lu ni a' Obi` J o� VERT SCALE; 1 "=5 0 ID _t Co RD 12: 4 "Cleanout z Q + ro N r STA 10+00.00 Lo z Oa(�1r o,r, O _. CC) r r ry Qm > INV OUT 323.10 (RDI 1) r- v V 00 07 M N a 335 TOP 328.00Q Ow � N r N co co i EXIST. 335 p > 335 r r co Z Z o ry U) z INV OUT 308.00 (RD5) INV OUT 308.72 (RD9) r U ¢00--- 325 330 ® LLr\ ao 178: 18" NYLOPLAST BASIN rUtnl---- ~ O z z z �u,�c� Q J Uco Z CIRCULAR GRATE 325 325 ui O STA 11+06.94 z ) z U) >®N TOP 338.80 m CD sty d .-, m INV IN 334.50 (179) 1- f }- ,n ch 3:O x INV OUT 334.40 (177B) co w a, `r9 Q W `r° i 180: 15" NYLOPLAST BASIN JF 0 � � o (o`o JF 0- w cpa � � 'D m 184:24" NYLOPLAST BASIN SOLID TOP U>Lnn W J CD > �,; a J O >- w S N `O � ® Q0 r M rn a � M CIRCULAR GRATE STA 10+91.33r- TOP 345.00 O W = Q m N ' J + N co co = 00 0-)(0 + N co STA 10+00.00 INV IN 335.69 (183) uj� r�rcoZ U o - O rUrcl) a - - O �! `!co O a TOP 341.00 INV OUT 335.59 (179) ca [LQ - r O >> �<< �-~ O >> > 4<< (D O >> INV OUT 336.83 {183) r U z z C0 - �_ - r U z z z U) }- - - - W z z U) - - 355 � g U 355 340 335 183 91.33' OF 179 12" HDPE 15.61' OF @ 1.25% 12" HDPE @ 7.00% 330 177E 5.56' OF 12" HDPE @ 7.00% 325 177A 14.20' OF 12" HDPE 20 177 23.59' OF 12" HDPE @ 7.00% SANITARY SEWER 15 (12-10) 9+50 10+00 CONC WALL TW 33.30 BW 328.50 (2) 90° VrRT BENDS 1" PVC WATERLINE SANITARY 11 SEWER 11 �afi[�I 169 27.59' OF 12" HDPE @ 0.50% 11+00 12+00 STR 184 - STR 164 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 167 1-165 66.04' OF + 56.16'( 12" HDPE !' 12" HD @ 0.50% @ 0.50 350 345 340 335 330 EXIST. GRADE 325 320 3 13+00 13+50 320 ! 1 320 1 5 _ 315 RD11 19.40' O F 4" HDPE @ 8.76% 0 ? 310 c r 9+50 10+00 11+00 Q w a 07 RD 8 - STR172 q r p Obi` J o� VERT SCALE; 1 "=5 0 ID _t Co RD 12: 4 "Cleanout z Q + ro N r STA 10+00.00 Lo z m co r N r Z Zo TOP 328.006 r ry Qm > INV OUT 323.10 (RDI 1) r- v U) F- z z z 335 STA 10+00.00 N a 335 TOP 328.00Q Ow m > O� INV OUT 324.00 (RD 13) i EXIST. 335 p > 335 GRADE ry U) z INV OUT 308.00 (RD5) INV OUT 308.72 (RD9) 330 325 330 ® LLr\ ao PROP. �u,�c� Q J Uco Z GRADE 325 325 320 ! 1 320 1 5 _ 315 RD11 19.40' O F 4" HDPE @ 8.76% 0 ? 310 EXIST. GRADE 330 330 t PROP. GRADE 325 325 RD1317 27.16' OF 4" HDPE 1' MIN i } @ 10.00% 320 I ! 320 315 315 SAN ITARY SANITARY SEWER SEWER (8-7) (10-9) 310 325 320 315 PROP. GRADE - 310 RD7 25.57' OF 8" HDPE @ 10.00% z 172:24" NYLOPLAST BAIN 9+50 10+00 11+00 �n CIRCULAR GRATE RD 8 - STR172 q STA 10+08.33 p m TOP 311.80 VERT SCALE; 1 "=5 I- Q a G r G a INV IN 308.10 (RD9) J 2' N 172: 24" NYLOPLAST BASIN O W N c a 0 O r N r RD14: 4" Cleanout z - U+CDcoco c; r- N c`' 1- STA 10+00.00 N a co z z 0 TOP 328.00Q Ow m > O� INV OUT 324.00 (RD 13) INV IN 308.10 (RD9) U) z z z 335 p > 335 EXIST. GRADE 330 330 t PROP. GRADE 325 325 RD1317 27.16' OF 4" HDPE 1' MIN i } @ 10.00% 320 I ! 320 315 315 SAN ITARY SANITARY SEWER SEWER (8-7) (10-9) 310 325 320 315 PROP. GRADE - 310 RD7 25.57' OF 8" HDPE @ 10.00% EXIST. GRADE 31 310 305 315 BACKFLOW PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 305 RD9 8.33' OF 10" HDPE @ 7.50% 300 RD5 21.14' OF 12" HDPE @ 2.00% 295 96: MH -1 STA 19+87.73 TOP 312.82 INV IN 306.66 (95) INV IN 307.58 (RD5) INV OUT 306.66 (97) 320 PROP. GRADE EXIST. GRADE 315 6" DIP (CLASS 52) 310 -1.5' MIN I 305 300 295 9+50 10+00 11+00 9+50 10+00 11+00 172:24" NYLOPLAST BAIN 9+50 10+00 11+00 RD 12 -STR 170 CIRCULAR GRATE RD 8 - STR172 RD 10 - STR 96 STA 10+08.33 p HORIZ SCALE: 1"=50' TOP 311.80 VERT SCALE; 1 "=5 0-1 VERT SCALE: 1 "=5 INV IN 308.10 (RD9) a ®� 172: 24" NYLOPLAST BASIN INV IN 308.44 (RD7) O arcoZ INV IN 372.11 (EX. 12") �Qa-> > oQa a CIRCULAR GRATE INV OUT 308.00 (RD5) °) U o STA 10+08.33 U)Oz + TOP 311.80 RD10: 6 " Cleanout o "' p INV IN 308.10 (RD9) STA 10+00.00 p p > INV IN 308.44 (RD7) TOP 313.80 ry U) z INV OUT 308.00 (RD5) INV OUT 308.72 (RD9) 325 320 EXIST. GRADE 31 310 305 315 BACKFLOW PREVENTION VALVE (WaStop VALVE OR EQUIVALENT) 305 RD9 8.33' OF 10" HDPE @ 7.50% 300 RD5 21.14' OF 12" HDPE @ 2.00% 295 96: MH -1 STA 19+87.73 TOP 312.82 INV IN 306.66 (95) INV IN 307.58 (RD5) INV OUT 306.66 (97) 320 PROP. GRADE EXIST. GRADE 315 6" DIP (CLASS 52) 310 -1.5' MIN I 305 300 295 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 RD 12 -STR 170 RD 14 - STR 166 RD 8 - STR172 RD 10 - STR 96 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE; 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 9+50 10+00 11+00 12+00 STR164 - STR 98 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 oa cII co ° m M 'nomcc) -co o Lo ci c) r O Ni- `r,, to "I.� r CD d u') 188: MH -1 10coo" cfl'oo0b M N v" coc:>ro M to v" (D co N m ' Loco STA 10+00.00 �NML�{y mM- � m(D4L mp0 D �- ui Lo c) r -t TOP 374.46 zocoM Z �rmZ_ 0Lo � L arC0Z - =Lo arcoZ -Lo `Y' Z Z O arcoZ INV IN 372.11 (EX. 12") �Qa-> > oQa OQo 0 O z Qm-- O z z INV OUT 362.98(187) °r°��z z ���z z TU)�z U)Oz 75 370 365 C•1 187 24.64' OF 12" HDPE @ 20.02% 350 345 340 185 67.39' OF 12" HDPE @ 5.76% 139 69.99' OF 12" HDPE @ 2.66% 3 i•/ 355 350 I 1 345 137 65.27' OF 1.5' MIN ! 12" HDPE �+ @ 3.38% (GLASS 52 ' - - 13+00 13+50 9+50 10+00 11+00 12+00 12+50 STR 188 - STR 136 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 m E O O � v ry � ev � � E � iu a' E W �ILA > 3 LL ® LLr\ ao U �u,�c� Q J Uco Z F ui O >®N O CD sty d .-, 3:O x Q W n Q Z3b a J U>Lnn W W �! O W �, ® o 0 > 0 0 0 0 mu uj� � C)Lu jj0gj OO O W U O � g U U) Q 4 O Q ZD O CO w w w w w m cncnuncn� © www`uw 0� � ct� c� cl� 0 00 >o Lu u NNNN o ® o U a o vi DATE > 1214117 O 7- DRAWN BY i A. ALLISON DESIGNED BY C. SHIFFLETT CHECKED BY C. KOTARSKI SCALE AS SHOWN am0 CLijN _ O LLN L N LuE _ _ 0 N N g Q � o .. > Z r LLJ Q o o Lu q < w0 co co 2 � Q °' z �o 0 o� _ coT ~ O E� mN a U o= Z m O U) P�: x v 10 � v o� 1 0 Q 2 .§ Q� U� >x wcu 7 N U X o O U N in O 'n U O E U � O g 0 .2-0 m U JOB NO. N0 N .- � U 37032 N � U S H�Es ETNyO. Q. o _ \ \ —1 '\11 , � , \ I \ I I \ \ / ! �. I i 1 \ \ 11 . �X \ \ .\.\ \ I " 11 / . I I \ \ �\ I \ i � 11 I \\ \ '. ' \ � 1. . \ 11, \ \ � ,\"\ � ,' � " \ 0 1\ \ '. I I , I \ \1 \ '\i' I \ -, "\ \ , '. .' \ \ \ , I", I \ '\ i : I ! 1 , I I - 1,\\ \ , \ I '�\\ ", , \\ , � \ I i \ - I \ \ \ \, \\ ., .� \ _\ 1 , i 1\ \ \ \1 '.1 \ ' \ \ \ .. 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( /'/ '/1 s// / 1 / I , /, , . / / / I/ Z /- / -, " Z (;� 1; / i i I / / / . %<" "I � *2 � 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 MITIGATION PLAN project phase MARCH 7, 2018 issue date 12.04.17 Site Plan Submission 03.08.18 , ' : i t :13 -idsc, -chitechire 1 � ape ,, ! I t- : (,-Ivil engineering Z_5 zMatreet I lii8 E iri S,_34�2C)5.8177 Cl ; ,� � 1 , .. - arl( ; I � . ii.esvil,,-, W", 22C902 %<" "I � *2 � 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 MITIGATION PLAN project phase MARCH 7, 2018 issue date 12.04.17 Site Plan Submission 03.08.18 Site Plan Submission 05.08.18 Site Plan Submission 05.16.18 Site Plan Submission 05.16.18 Site Plan Submission 08.15.18 County Comments revisions MITIGATIO'N' PLAN sheet title 9 sheet number 1'TAIIIIMCM, 1115611292t ' ! QTY. I SYMBOL IScientific Name lCommon Name I Size Ispacing JRoot WATERSIDE BUFFER PLANTING WATERSIDE BUFFER PLANTING: LARGE CANOPY TREES REQUIRED MITIGATION AREA 11,432 SF. 7 Betula nigra 3 Carya cordiformis 8 Nyssa sylvatica 3 Platanus occidentalis 5 Quercus bicolor 3 Quercus michauxii 29 1 1/2" River Birch 1 1/2" -2" Cal. Bitternut Hickory 1 1/2"-2" Cal. Black Gum 1 1/2" -2" Cal. Sycamore 1 1/2" -2" Cal. Swamp White Oak 1 1/2" -2" Cal. Swamp White Chestnus Oak 1 1/2" -2" Cal. SEE 1 &2/1-1.02 B&B SEE 1 &2/L1.02 B&B SEE 1 &2/L1.02 B&B SEE 1 &2/L1.02 B&B SEE 1 &2/Ll .02 B&B SEE 1 &2/1-1.02 B&B UNDERSTORY TREES CONTAINER GROWN SEEDLING TUBES 5 Amelanchier arborea 5 Amelanchier canadensis 5 Amelanchier laevis Smooth Serviceberry 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 5 Amelanchier canadensis Juneberry 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 6 Asimina triloba Paw Paw 3/4" -1 1/2" Cal. SEE 1 &2/Ll .02 B&B 9 Carpinus caroliniana Musclewood 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Cercis canadensis Redbud 3/4" -1 1/2" Cal. SEE 1&2/1-1.02 B&B 3 Chionanthus virginicus Fringetree 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Cornus alternifolia Alternate Leaf Dogwood 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 5 Hamamelis virginiana Witch Hazel 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 M agolia tripetala Umbrella Magnolia 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 3 Magnolia virginiana Sweetbay Magnolia 4' Ht. SEE 1 &2/L1.02 B&B 3 Ostrya virginiana Hop Hombeam 3/4" -1 1/2" Cal. SEE 1 &2/L1.02 B&B 48 LARGE SHRUBS 2 Alnus serrulata Hazel Alder 3-4' Ht. SEE 2/L1.02 CONT. 2 Calycanthus floridus Sweetshrub 34 Ht. SEE 2/1-1.02 CONT. 2 Corylus americana American Filbert 34 Ht. SEE 2/1-1.02 CONT. 8 Lindera benzoin Spicebush 34 Ht. SEE 2/1-1.02 CONT. 2 Sambucus nigra ssp. canadensis Elderberry 34 Ht. SEE 2/1-1.02 CONT. 2 Viburnum dentatum Arrowwod Viburnum 34 Ht. SEE 2/1-1.02 CONT. 2 Viburnum prunifolium Black Haw Viburnum 34 Ht. SEE 2/1-1.02 CONT. 20 SMALL SHRUBS 6 Aronia arbutifolia Red Chokeberry 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Aronia melanocarpa Black Chokeberry 15" - 18" Ht. SEE 1&2/1-1.02 CONT. 9 Clethra alnifolia Summersweet 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Cornus amomum Silky dogwood 15" - 18" Ht. SEE 1&2/1-1.02 CONT. 9 Ilex verticillata Winterberry Holly 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 /tea virginica Virginia Sweetspire 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Hydrangea arborescens Wild Hydrangea 15" - 18" Ht. SEE 1&2/1-1.02 CONT. 6 Rhododendron maximum Rosebay 15" - 18" Ht. SEE 1&2/1-1.02 CONT. 3 Rhododendron peric/ymenoides Pinxter Bloom Azalea 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 3 Rhododendron prinophyllum Rose Azalea 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 6 Rosa carolina Pasture Rose 15" - 18" Ht. SEE 1 &2/1-1.02 CONT. 6 Rosa virginiana Virginia Rose 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 3 Rubus odoratus Purple Flowering Raspberry 15" - 18" Ht. SEE 1 &2/L1.02 CONT. 9 Vaccinium angustifolium Lowbush Blueberry 15" - 18" Ht. SEE 1 &2/1-1.02 CONT. �-YA LANDWARD BUFFER PLANTING CONTAINER GROWN SEEDLING TUBES 5 Amelanchier arborea 5 Amelanchier canadensis 5 Amelanchier laevis 13 Asimina triloba 15 Betula nigra 13 Carpinus caroliniana 7 Carya ovata 9 Cercis canadensis 5 Chionanthus virginicus 7 Cornus florida 5 Diospyros virginiana 9 Hamamelis virginiana 15 Lindera benzoin 15 Nyssa sylvatica 9 Quercus alba 11 Quercus bicolor 7 Quercus michauxii 5 Platanus occidentalis 5 Prunus americana 5 Salix humilis 7 Sassafras albidum 5 Tilia Americana 182 8' O.C. PERENNIALS AND GROUNDCOVER Carex pensylvanica Chelone glabra Dryopteris marginalis Eurybia divaricata Fragaria virginiana Geranium maculatum Iris cristata Iris versicolor Loberlia siphilitica M onarda fistulosa Onoclea sensibilis Po/ystichum acrostichoides Pycnanthemum muticum Solidago rugosa 'Fireworks' Symphyotrichum oblongifolium Tiarella cordifolia Viola striata Shadblow Serviceberry SEEDLING TU BE 8' O.C. Juneberry SEEDLI NG TU BE 8' O.C. Smooth Serviceberry SEEDLI NG TU BE 8' O.C. Paw Paw SEEDLING TUBE 8' O.C. River Birch SEEDLING TUBE 8' O.C. Musclewood SEEDLING TUBE 8' O.C. Shagbark Hickory SEEDLI NG TU BE 8' O.C. Red Bud SEEDLING TUBE 8' O.C. Fringetree SEEDLI NG TU BE 8' O.C. Dogwood SEEDLI NG TU BE 8' O.C. American Persimmon SEEDLI NG TU BE 8' O.C. Witch Hazel SEEDLING TUBE 8' O.C. Spicebush SEEDLI NG lU BE 8' O.C. Black Gum SEEDLI NG TU BE 8' O.C. White Oak SEEDLI NG TU BE 8' O.C. Swamp White Oak SEEDLI NG TU BE 8' O.C. Swamp White Chestnut Oak SEEDLING TU BE 8' O.C. Sycamore SEEDLI NG TU BE 8' O.C. American Wild Plum SEEDLI NG TU BE 8' O.C. Prairie Willow SEEDLI NG TU BE 8' O.C. Sassafras SEEDLI NG TU BE 8' O.C. American Basswood SEEDLI NG TU BE 8' O.C. Pennsylvania Sedge 2" PLUGS 12" O.C. Turtlehead 2" PLUGS 18" O.C. Marginal Wood Fern 2" PLUGS 18" O.C. White Wood Aster 2" PLUGS 18" O.C. Virginia Strawberry 2" PLUGS 12" O.C. Wild Geranium 2" PLUGS 12" O.C. Dwarf Crested Iris 2" PLUGS 18" O.C. Nothern Blue Flag 2" PLUGS 18" O.C. Blue Lobelia 2" PLUGS 18" O.C. Wild Bergamot 2" PLUGS 18" O.C. Sensitive Fern 2" PLUGS 18" O.C. Christmas Fern 2" PLUGS 18" O.C. Short Toothed Mountain Mint2" PLUGS 18" O.C. Wrinkleleaf Goldenrod 2" PLUGS 18" O.C. Aromatic Aster 2" PLUGS 18" O.C. Foamflower 2" PLUGS 12" O.C. Striped Violet 2" PLUGS 12" O.C. +102" REQUIRED PLANTING: PER 400 SF OR 20'X 20' AREA PLANT 1 CANOPY TREE, 2 UNDERSTORY TREES, AND 3 SMALL SHRUBS OR 1 CANOPY TREE, 1 UNDERSTORY TREE, 2 LARGE SHRUBS AND 3 SMALL SHRUBS LANDWARD BUFFER PLANTING: REQUIRED MITIGATION AREA 11,432 SF. CONT. REQUIRED PLANTING: CONT. BARE ROOT SEEDLINGS OR WHIPS AT 1,210 STEMS PER ACRE PLANTED 6'X C O.C. OR CONT. CONTAINER GROWN SEEDLING TUBES AT CONT. 700 PER ACRE PLANTED 8'X 8' O.C. CONT. CONT. CONT. CONT. CONT, CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. CONT. 20'-0" L WATERSIDE BUFFER PLANTING DIAGRAM A SCALE: 1/2" = 1'-0" k* a DD111 I 14 h0a, 1 ' i SCALE: 1/2" = 1'-0" PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB/WOODY GROUNDCOVER NOTE: INTERPLANT WITH NATIVE PERENNIALS AND GROUNDCOVER, SEE PLANT SCHEDULE. water street.... 'Ltd io 4 /, iaim:isc pe N chitect_are i,-il engineering;21 professional seal o Todd Shallenberger project manager • • PLANT KEY A - LARGE CANOPY TREE B - UNDERSTORY TREE C - SMALL SHRUB / WOODY GROUNDCOVER D - LARGE SHRUB NOTE: INTERPLANT WITH NATIVE PERENNIALS AND GROUNDCOVER, SEE PLANT SCHEDULE. Luke Waldron project team WO�JLEN ��LL project name BRIAN ROY client WOOLEN MILLS, ALBEMARLE COUNTY, VA project address project number MITIGATION PLAN project phase issue date 12.04.17 Site Plan Submission 03.08.18 Site Plan Submission 05.08.18 Site Plan Submission 05.15.18 Site Plan Submission 08.15.18 County Comments revisions N O i E S sheet title L I sheet number