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HomeMy WebLinkAbout33-03 Shawnee Village Apts. - 64-Two Bedroom Apts. - BackfileRm. 7 n C�/1 /--) -7-r-- , 1-01 r -+. J-,50-32 1 , � -- --- \ r IN, I � q)c-r ,Q TE r 4 "-) T' A ,'- i ,, r--- • � �,�'i.';� iitt ��. ....c'� ,e�, � y - �L'�^"'C�.,.r•_.`'_-" f�"-`� �'� �• .� ..�-"�e,� �„s•_`. '�f^; tr �`*hd�f"�,,%1,�'�.y' t � '� 0.32 1 / � I I / .// 8,4 Max, ,•. e• n__r A... IN 12. 4"x 4' Post 0 Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil. Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL, Scale : 1" = 2' SCREEN FENCE DETAIL I 4' � i1 ;4 •.tr :A •. A . A•. a ' y'"' • • ••_' TM bosom o1 the curb and _,�__ -- puN•r may M constructed parallel to of u - the eb t b pa De 71 surface courser provided a Z mfnlmum depth of I" Is TNIs area may be concrete malnfolned. at the option of the contractor This curb is 10 be usW when design speed Is 40 MPH or Iasi v an Rural highways and 45 MPH or re+a Not•. Caro. 01 9 Sundt M a rod" lose In developed urban a suburban e300 a1 'or kse lost d Cvrb shall (a drq ) oreoa. be poll for m radial tombinoflon cwb 9 puller. This hem may be precast at cost in plots. Concrete to be Gass A34 cat In place, 4000 to If precast. tplrMICATION REFERENCE COMBINATION 6" CURB 8 GUTTER 105 VIRGINIA DEPARTMENT 502 Of TRANSPORTATION 201OS -/Ilr trench width g, •'14 as required r3� y :r 6" dia. schedule 40 steel . •� pipe filled with concrete 3' I.8 and painted yellow T (' • 7' 2 1 P•',t 7 " I 18. dia. r' V.6" " concrete encasement / '4: l 3' ON, concrete � thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad V-6" sq. x 6" deep �2" min. -6"max, ' I / i 41' stone screw type adjustable valve box stone stone to be minimum 1 of 6" above top of base 1 locator marker stone egalug tir d t mechanical joint swivel tee with {o \ 6" branch r FIRE HYDRANT ASSEMBLY Figure 9 ENTRANCESTONE CONSTRUCTION PAVEMENT70, MIN. EXISTING I II �� II �I II �I,II II II fl_h..i,:�r:�li�r•�r•�r.>r.�,:�r-�,:�r.� e� t Iq Nq NamN II q Nqr.� I .MOUNTABLESIDE ELEVATION EXISTING GRUUND f , IRAji OVA, •. . to, MIN a_.�!• EXISTING PAVEMENT ,.'r� , COURSE.IN 9 TRAPPING DEVICE MUST EXTEND OF r• AND EGRESS• OPERATION t-�N-Ni. .•1 •� •1.•1.•1 •� •.�.•1 •1'•.�.� •� •� •� •.SECTION A -A REL v ­.,1•1..,..- SOURCE: ADAPTED from 193 Ilk UKr N Z.Villrb. SECTION B-B • Son erosW and Sed]mfxtl Control, and Va, M Pkh 3.02-1 BERM TOP C OUTLET ELE. D - - N = 0EXCAVATED OFPTH 4 MAX '- ORIGINAL GROUND ELEVATION HEIGHT VS. WIDTH REQUIREMENTS 11 -H-9 GROUND ELEV. COARSE AGGREGATE, WET STORAGE TOP ELE., BOTTOM CLASS I RIP RAP CROSS (e ► OF 9 DIV '' w•�'t'VS Ar lr .14 COAR AGGREGATE ��TH TER XCAVATED AREA COARSE AGGREGATE SHAH BE VDOT ttl3, I(rt357. OR #5 ® TEMPORARY SEDIMENT TRAP; VESC 3.13-2 NOT TO SCALE CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"Xe 2. STAPLE MIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS, it -�. ,�-�i�• � // FLOII I{� 4 3 ATTACH THE FILTER FABRIC TO THE MIRE FENCE AND EXTEND IT INTO THE TRENCH. - / � FLOI! II 17(TENSION OF FABRIC AND 1MRE INTO THE TRENCH, FILTER FABRIC =1001 a Flo PLAN NAME Trap A. Trap B. Trap C Trap D SEDIMENT TRAP TYPE TRAP TRAP TRAP TRAP OUTLET LENGTH, A (FEET) 10.0 10.0 6.0 6 TOP BERM WIDTH, W (FEET) 3.0 2.0 3.0 3.0 RIP RAP TOP WIDTH, B (FEET 2.0 1.0 2.0 2.0 HEIGHT TO OUTLET BOTTOM, Ho (FEEI 1 3.0 1.0 3.0 4.0 HEIGHT OF BERM, H (FEET 4.0 2.0 4.0 4.0 BERM TOP ELEVATION, C (FEET 706.0 692.0 710.0 723 OUTLET ELEVATION, D (FEET 705.5 691.5 710.0 722 WET STORAGE TOP ELEVATION, E (FEE4 704.5 1 691.0 1 708.7 721 TRAP BOTTOM ELEVATION, F (FEET1 702.0 1 690.0 1 706.0 1 720 D I - I Slea Mitt be pwided ~ H N e-0^o prier. ,,-2. NOTES For allotsw Sra.ST-t. 7•Y 3.Olawe•p MN Standard droNd fW b a q'. for er.ofa depth ur Standard C(-IA m x s x .6 6 E II -- ,SSE`` �'' 2'm4n. •,6epn ApQ when pcff. W Blare the Invert f.,.ob.agad�� The cost of H 4�N �.:•. 1rS8,e79,or raN'nnq and plxltp tll rMAerfate lrcwNaito tr N y, A ♦ e.dwef, a+apnq I. a M InNady m Its stir. ace ra m. drop r Y 17.1st = •bs 24' Inist comptte tivnotn . -- � iV Nt;....•. �• • . Ni Nem nbY M pemt a <ost In platf. an car h prate contrae to he twee A3 AN pincer Set Sheet t0303. �' •- '��, Tte 1f'din-lon .ho- on the Sla,aad, and.oeclNed on the pars rid be mtouxed from Its, "rt of m. out - I II SECTION A -A toll ON tone by of ant I*Xtr. Pon H"dlrMnlioM 9}• j--Y-Y-.{ 9}• f-Y actual al dsner4io d Nall %tdm.nnrmninNe0epbmr IMo OCrodnltfhdeaoe,ta from held oondlnons. o f or PIAAN • 4 , d•1=1 ools 6 opl- Ix' CONCRETE QUANTITIES FOR MIN. DEPTH InrM •rent ass inwi of the .0m pp 1, "W shah (GM emowdl C-C In be placed hreall onto• odloc.a tw WHo, of the Strut". Nw t+,.n 0 the Ithtlue . L4 Yd W WN9 nee can Ix'evo pl0al< hodwoe ,o abt 'IN"it oarceN to prevent 2 C-apo 2s ca t canoed Na• a v of &cants insoh bpe,ca s,or cats Its' meN or edva.red steel win. .•ItiaMnl. 13•<onc.pp- 132e curb. concn�t. pordrq d car h Its d d in TM cost to 'n.arn It did. 0.03 inch, numb« 4 h nwcf*..No 2".<'nobh may b. IS:calc pipe-L62OCu,Ydc Ca ,0# FNrt •bpfq "hod helKadMhew picks dal for ,,W Ivd•ov cloth a..d firmly M pavld•d, See 91ondad T-01-3,4 2e onc. pipe• 1,617 C. Yd,. Co sreM ,h ancMe .0" of tt u h". aeon d. 004101 Add 0.449 Cu.ro.. w additional roe of d•qh SECTION STfTL r SECTION CAST IRON NOTES 3" L2 .2 anq Ta} " I v I -.{ I b-4"LW Mt rah tear ow twee -}- L mneeihp Its oppovol of the E' Ninnw, ip mot W subetltufed br Its cost iron Oplanol -N dupe oe Omen htnon. wa d e e G1 31a. RI t a roe t Brat a II 1 1 L 0 C 1o` pie n<t eta iu rp..e '/di`y b Ca for cLlv,.thrf • lust �TTe• STEEL CAST 1 RON it's Shfxl}"4 lug li -{ I 4' surd •or cINr•cbre �. 1 fr ,T IT i 1 SECTION C-C SECTION B-B } APPROXIMATE WEIGHT a"A''010"S FDR Cat iron CAST IRON ONLY Grote 363 d I81b. DETAILS OF COLLAR AND GRATE SPECIFICATION STANDARD DROP INLET SREFERENCE 12'-2d PIPE MAXIMUM-DEPTH(H)-10' 233 10401 VBHH77.15BHC-11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' dlameter top (see note 1) manhole varies 2' max. at property line finished (see note 2) grade skid pad. ;',•',' - ,;.',', •e, e , roadway bex � � e',',e 3' riser section for 4' CTS polyethelene e',',1 , ',', diameter manhole bing (PET) 200 psi a ;�;,�, �,�;e with cutouts w/ss Inserts at all �,',•� •�,', connections ,,�•• •�,� , 61 3' min. \- saddle with � F corporation stopu'`' water main solid support blocks under custom setter ball valve curb stop with PJ 6" stone bedding C14.44 w/S$ Ins�rt (CTS) both ends [b44-777 and MPI p asltc pug w/ SS Inserts]; with 2" gate valve operating nut NOTES: k-0 1. Access door shall be by Halliday Products �I} or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. HIR2424 W 2. Water service crossing street: a) Encased in 6" dia. SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 guage Insulated copper wire (for line tracing) (typical) from Corp. stop to into the meter box [wrap wire around Corp, stop; wire to be taped to top of PET at 10 foot intervale; come up Into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6a 4, BACKFILL AND COMPACT THE EXCAVATED SOIL DI-3A-38-3C fe ae•SmwnOord+OooCoLIZ. c to be paced In all ar.os adlocent God -teal pate to be b6m Li#,t �,� on on o" of ee•Sga,ewtb tootismi g concrete to pevent rttlemsnl. b•arrNcnd with} ,4 shod awe GClvanlred <orv•CLora ..wed to bent pal. Ewornbn JOM fraanYp, •bell Bock of Sidlysolk For dtlpnt of Mitt from♦Stow ue std. Ic-z. of 2' c•c. e1 W`Nr hj i :1 Ty" a Try. e r r III • I I4 r'-U {,.:. r•> .r .woe n et••, nr a t'.-c. IkNOSE DETAILS II II w F A- A ra0' 't ace hYI .d "W re Il It •.n D Croc. Cddrd Juh 11 It sane C-A control 6, a glee Cw[e/Mfr new+ A . ' J JOM If bell r elrr.cl•e ., ,Y•n Cob er ells bt.ea1 erb, Ovna 1. '. b. a•ut.e ter NW) Y-0•� Y--r 4Ir PLAN p.'�i bp' ►R. MY. Nate: TNs area mar be ear then, to rNch car the .,peahen joMs rill apply only to curb or orb and putter. �r -r-•u r �-�-•-� r ra•L-VabbM- Ye,, ta' r�r, a,� SECTIOrI N B B A B 1 ' / Ir•1M 0A eeMst i 0 A•p•rn Ovtw - _ h- _ -------- - ___- I .. OvINr weer e I I tIe I •en e B •I '(f A not. (i-7 ,ape M and er, ♦ • Ty" 1 r wo,rw�., I H .ra Ca-S eCa-T s,ad dart. x• --_-- rDle•.nr UO 1 FRONT ELEVATION T pie a role data moll N ut.d _J won cc-2 a cc-6 S1odlds. 1a•x.. ,I••w.1 • � hen F r,-Net. D. Haar r. tlom 0 •Sao. � 3•dlameta retpMH b a bawsa I a A h ant KeM 1M kr,vf of Its Ovtltll pipe h nl ha IMn Its bottom to Oran weber na1•d.1. wolo n rand tlx lank nr..ert eN i p an ro b, b.d M,•n N M Non,: SlpndorE NIn met b <naN<nd d Its tMKlh» Its nvlr a dh. a N II bl wltn <YMnt rvc • Nd ,nopd to Ire • n a Nervt,a INN morb el I T cb air N b rd an0 a in " h the ,nro, th M win cmo•te r'o a" Oa,tdl,a co•I br ir«al NaprW tMp M nWd.d in the p'ce bid for the an.cnre. "Ire die. 0.031ncb, nvm ace av arhr. • i': - I e •' •.. ' :'-' W ,Iro and.Ir T trace h occo iN DI-Ki the aced, Norn m 01IMN sror,daroorall.eol-lea. Mtawon<kaon<nona,umlyro a ar•c11e rl-e•r---le &deft. For dnw•bn. and ,twaNlee nee •he••n r. •f 1 2 of 2 puleW SECTION A -A DI-3A 01-36 DI-3C � N I � �- L- M I fs-•- 1 _.rid• e•� '' .• , ,• Fa v.t In ter v,• on pea. Both star to be .r-i'ka t•-I er•n .C,rH;ld n dl.e M I.I. N Is r N-r h ettare••t wM 3bwue P"n Idi. In. catl w W..," one pang W IMVW TM 'N"dlnemlon •hewn n the etandorde ord speol l sal n eN pane will M I"'r'"'•' . - _,`, "'" r •wA,a•• . w r<• w e w •.e I+w e•"pNN. DETAIL WHIEN USED m.'-d from Nw in'., of th. 0. trail else to ant too Of Its ,Iru<tvre. Won'H• L.Wh a Wt ILI call, s, very tote, b. 1I1pm n 0" dllMna on, pie ooposlmah ay fa •tbmalinp prpoe., and Its oclual di mMUanr ADJACENT TO CURE WITHOUT WTTER b ,III ,atlmined aY its Cnlra<!or balk In10 cOndlnW.l. then Ingt q w•. h .'-o' wean, Ntt •I InMt I, la .. .Mite I• tn}Ie, ells aM•,,. <r.. rlrhrd-y Ma•ceawu" in ,la.. Sheet l of t STANDARD CURB DROP INLET SPECIFICATION REFERENCE 12'-3011 PIPE MAXIMUM DEPTH (H)--8 VIRGINIA DEPARTMENT 104.09 TRANSPgRTATION (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 SILT FENCE CULVERT INLET PR 0 TECTION �- ENDWALL L- TOE OF FILL a , SILT FENCE o 0 DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENTFLOW OPTIONAL STONE COMBINATION 1.0' 1,a' FLOW ^f •WDOT 03. 057. jai. /a6 OR 057 COARSE AGGREGATE 1RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE ' YMEN HIGH VELOCITY OF FLAW IS EXPECTED SOURCE: ADAPTED from VDOT Standard ShwiD and Va. DSWC Shut 202 TABLE OF QUANTITIES DI-3A-38-3C TYPE L AREA SLOT COW CRETE STEEL BARS A BARS B BARS C BARS D I BARS E BARS F BARS G WEIGHT Ft. Sq. Ft CAL Yds, Na Lin. Ft. No. Lin. Ft. No. Lin. Ft. Na Lin. Ft.*I No. I Lin. Ft.* No. I Lin. Ft.' No. Lin. Ft' Lbs. DI - 3A 2'-6" 1.15 2.26 - - - - I e-7' 3 3'-2" - - - 6 1'-0" 22 4' 1.83 2.59 5 1'-6' 2 7106' 3 5'-7" 3 3'-2" 4 1'-6' 3 1'-6" 4 1'-0' 64 6' 1 2.75 3.02 5 3-6 6'-7`IoG 3 5'-7" 3 3'-2' 4 3'-6" 3 1`- 6' 4 1'-0" 1 11 8 3.67 3.46 5 5-6 10 to5ItY' 7- 3 5-7 3 3-2 4 5-t6• 3 V- 6' 4 I-0" 158 10t 4.58 3.90 5 1 7'-6' 14 -7to6'-Kf 3 5'-7" 3 V-2" 4 7=6' 3 1'-6' 4 1'-0" 204 - DI 38 12' S.so a. a 3 S - 9 6 1 8 Ito -l0' - 6' 3 - a' 7` 3 - • 3' 2 4 - 9t 6" 3 I'-8" 4 - 1 0 251 14' 6.42 4.78 5 II-6" 22 5p' 3 5'-7" 3 3'-2" 4 II'-6" 3 1'-6' 4 1'-0" 298 1 V 7.33 5.22 5 13'-6' 26 71o60` 3 5•-7" 3 3'-2' 4 1:5-6' 3 1-6' 4 I'-0" 345 IW 8.25 5.66 5 15-6" 30 71o6'-td' 3 5'-7 3 3-2 4 M-6" 3 1'-6" 4 1'-0" 391 2 9.17 6.09 5 - I 6 34 6'a'Ma6-l0' 3 - • 5 7 3 - 3' 2 4 1 - 7' 6 3 - 1' 6' 4 , 1- 0 4 8 3 6 2.75 3.01 1 0 I- 9 4 5-T1o5-10" 5 - 5 7" 3 - 3' 2' 8 - i' 9" 6 1 - I 6' 2 I' -0 I I I 8' 3.67 3.45 10 2-9 8 G-ro6'-10 5 5'-7" 3 1 3'-2" 8 2'-9" 6 1'-6" 2 1 1'-0- 158 10' 4.58 3.89 10 1 3'-9' 12 9-7%V-Id' 5 V-7" 3 1 V-0 8 N-9' 6 1'- 6* 2 V 0' 205 DI-3C 12' 5.50 4.33 10 4-9` 18 -7toV 5 5'-7` 3 S-2" 8 4'-9" 6 1'-6` 2 1'-0' 252 14 6.42 4. 7T 10 5'-9 20 7106�10' b - 5' 7` 3 - 3' 2` 8 - a' 9" 6 - 1 6 2 - 1 0 298 16' 7.33 5.21 10 a-9" 24 goo 5 6-7' 3 3'-2" 8 6'-9" 6 1'-6" 2 1'-0" 345 18' 1 8.25 5.65 10 71-9" 28 5.7`ioV-IO' 5 5'-7" 3 3-2" 8 1 7'•-9' 6 1'-6' 2 1'-0' 392 2V 9.17 6.09 f0 8'-9' 32 a'IoGlO' 5 5'-7' 3 3'-e 8 8'-9" 6 1'-6- 2 1'-0' 439 Notes: * Denotes lengthof on 1el) bar All reinforcing r N . c bars >u be o not All cost In place concrete to be Class A3. For acceptable ofternote see Precast Standard Designs. Concrete quamhles shown ate for depth (H)of 5-2"without pipes, The amount displaced by pipes must be deducted to obtain true quantltieL For Inlets of different depths add or subtract 0,32 cu. yds. of concrete for each foot of difference in depth. Length of Angle Iron as shown on Sheet I is to be Lf 16"9 4.10 lbs.per ft. SPECIFICATION REFERENCE STANDARD STANDARD CURB DROP INLET 12-30 PIPE MAXIMUM DEPTH (H)=8 EPARTMENT VIRGINIA D a/ TRANSPORTATION 104.10 2 3 3oz 8" general back (see note) select backfill e note) i" kfill ,"select backfill se note) 6" 112 O.D. 6" t" select backfill ee note) 6" 6" GRAVEL .. INLET SEDIMENT FILTER '15 Ms GRAVEL FILTER 12' - RUNOFF WATER WARE MESH FILTERED WATER .fir, •), �,, SEDIMENT I I O,' itAi CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LB ELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. is GRAVEL SHALL BE VDOT #S, #367 OR 6 COARSE AGGREGATE. PLATE. 3.08-1 SOURCE: VA+ DSWC PLATE 3.07- INSERTABLE SHEET A59 CO•a 1 >�MIdK i ,CO.3 al r•0' r•0- IRK • 9T0� •2 " 12'1 UM •L1 MAX , Downs, 4" LOC Ir C-C 6� tat b SECTION A -A arc tal�Aleu� IL i B 8 , ' •SE TION B•B 9q�f�19� TRUICAIED DOMES IAK•� dRfif[ -�• �� K WAY LW1 to TANGENT PLAN MSSW K & CIO I' C OSSWALK TYPICAL PLACEMENT TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK } TY% A (PVR I AR) A� I ATI N (WITH BUFFER STRIP) A! tiww�R ALTERATIONS � I�/&>�g p&Fq „ olA L cT VMTTiw. �rN►'aAoiT�11[ RMI11n_CO�Q! �YMi IF IR C LT wTMTH 11�1.0��Sr r My[MTRAALy(� AIM Tit M eel IX oT[EtpOcFctl�( �'A[4 TI< /1'MOV/t, ACE( �pAWRI�r1.1MA )i oea 2• C�CA01! .ITMtIS Nllt ACEfi 1�� Ni �t! MCLIl1L'f LIMED YYS1.r9Yll i A all �,(YArOMpb1tpW(�D( 7M7fpMN TRt)NBETE 0 DOME AL 1. LM�f OIXNRN! Wy ►d/I[D I.ONOuthCAaLY wTM RN! /teat d1 1r uYq REIOpt.LL 2%, C-C TRLPICATED DO•Ir e, rCg�RA� rIQ� t� 1dt��AStl1[NO�ujt�sD ARISE R�'�� r� QQ�Q �/� yD 'nM1 Ap,�p�q rL �[� CMI K CMT M RLACI ArYtR K OI M[CMT RAI rLOOR. fKCMT CanpKl !MILL K CCAiS A- 1. 0 00 o 0 0 0 0 0 0 6, D I1�10 OC el0 6 x .6- T E TO OM![R ALM 9OM WO 01 11C RAP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R CMRKtN MO dUtTER x01[ TRAWTOl6 A"ACIDNt TO CIN RMlS ME NMUMD N ►AYe[NT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FORMO OUTTTTi�1! �CUPWCUM �p �p.� T� q� J11 C-C o 0 0 0 0 0 0 0 0 0 o O 0 0 o h T' To K��WTOI M EIIOIMTAL[ CUTE ODIIf10ll1ATICN FACC 011 I/O 11TMQNIp N to 0 0 0 o O o 0 0 O O o 0 0 0 o T'• 6 r 101[ I A MWT T MQ OR All;we C TM V� THEY MIDWAY 0 000 00 00 000000 IIODTI[S {a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pc� • at 0000000000000 IOU rid 9 r lY Air K O o 0 0 0 0 0 O O O O O O o 0 ,�Y,f�C[p ��p�Or e. ,.R•Ti Ot tK Cl1019•I�tJLTANOt7111A iCT10/14 IROV•CC v'i.t !!6"."'S 'rt!. G.<7 •� 4RACto RA7 tMT9 DETECT WARNING t0''iEwiriio°NiAv�"�i`Ruac"RwMieETKR~'aeow%iio�iowlraR rrN rNIw�Kn.ri KEo - WARNING SURFACE CG 12 DETECTABLE WAR G SU F CE 1•T01t/MII At/abit �.y TYPE A (PERPENDICULAR) APPLICATION Ja1.06 %VW" W,*tW$e W TRMGPMTATM .T� A• -t t It I ' 1 � , •, 30 , �,�� � 01 ,-•A•.i�. toy ►i►.y St��j,�,.l DEPTH •ire'• �:R� .i ��'.. :i::' SECTION - SECTION MIN. OE Dry RIP Rep _ Wit RIP SECTION :©© 'STONE FOR EROSION CONTROL •• e VIRGINIA DEPARTMENT END -SECTION 12'-60"PIPE ALTERNATE END -SECTION 12`- 60" PIPE l �' Nub eoa on a111el s d-secllons Hub end n ants nd-rcaprw (SPI0srd.hWnd-WtaM Scpandnh4t.4-n Is ------ x�jj� X - X X 1 - I Concrete to be ------ Q Concrete to bf 4000 PSI Min. 4000 PSI Mr PLAN PLAN P. Bares art � I 3'I 1oMk - / A D -E D i -' SECTION X-X END VIEW SECTION X-X END VIEW END -SECTION DIMENSIONS DIATA A 1 8 C D E I 6" 7.3' r-9 4 7-6' t Z- r- d•0" 3'- 24 S-7- LI-6" 6-1" *W 30" Fa- 4'-6" I'- 6•I 5-0 36" I'-3" 5'-3" Vp " ffiI d a' 4Y I.9 5-3" -ff d- 6 2= 6• •2 -2" - 54 -I -o I e s NOTE: P" IsNths titan n plane ars bred n EnbSMbn drq+st'oxn n ass IN I. If the cant,.do, 0.0n b a. ,h. naroN d-on ,Mown V,the Nyd,I.npIM wdl be reduced by I Its drference h d{.ntIn,ion'D'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT •f TRANSPORTATION (-7 0 lf� 00 Q t� 1'- d Z f- LLJ LLJ J � d a n F- U Li tY q d ~ 6 UJ F- U LLJ L�J � Q LLJ WQ CL V LIJQ LLJ Q � i > Q � � d w M (Yl F_ 0 C:) (y) Q � CD o r, (U '-' I U (') CID -a >U_ V � � 3 W V Qi O J P1 m V 0) C; L W t�r/ tit � v a > LL Nf \�G 7 A (C to ZZ Q O 0 �d �Ow _ UVIZ0 W CD i Q IY7 �dW O U d �V0W00 W � 1 O W � Q) R; v v� W SCALE:NIA E>RAWN BY: ✓. D. S. PROJECT NO. DA'M: 8- 6- 0"3 SHEET 7 of 7 GENERAL CONSTRUCTION NOTES 1. The contractor shall fumish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppe�cifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utili{y" 1-800-552-70 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall t b ' ' th rk Th E ' ill II t h t 51-� P�cul � 33-03 Apartments - -- ,�)nawnee Magistenal Di*stnct be verified inthe field by each contractor prior o egmning a wo . e ngmeer wi approve a cu s ee a- 4. 4. Anyy unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and the Owner.Frederi*ck Count 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 1 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to.ordedng structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE Master Develop-m--ent Plan, MD-r-03-01 1. Burning of land clearing debris requires a permit from the Fire Marshal. Buming of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Author'{y. 3. Exact locations of water and sewer services on new Imes are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2 in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is developer s/contractors responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shall fumish and install all 5/8 ; 3/4 , and 1 water services. c. For 1 1/2 and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is topped for the installation of a new line: a. The Author' shall furnish all labor and materials to make the tap. b. The developer/contractor must: (1) make application for the tap, (2) pay depposit (before work begins); (3) mark the location of the tap; (4) make final payment wflen the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly,as required installed. The assemblyshall meet ASSE standard NO. 10 5 or 1 13. A remotreadout is required. 1 0 9. All fire lines shall have a detector double check valve backflow prevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation VDOT Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any( other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right, -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be - i f Road & Bridge Specifications, Section 104.04 C. certified in accordance with VDOT s January, 1994 (or latest edit on o) ad g p , n an all utilities including traffic si nal r al responsible for relocatin at his expense, a d 4. The developer shall be P y 9 P relocating, 'v utility company. It is the sole res onsibili of poles, junction boxes, controllers, etc. owned by, V.D.O.T. or private u i ty,, p the developer to locate and identify utility facilities or items which may be m conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic ma be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anXld revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities of conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is representative of the location. When soil samples are submitted to private labratories for testing, the samples shall be clearly identified and labeled as belongingg to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27 of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance byy VDOT of any streets, any required street signo a and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub- grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Speeifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control p. 21. Approval of these plans shall expire three �V years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. TM F i5 ((A)) Zoned: RP Proposeduse, Garden •II Apartments VicinityMap Scale 1 "= 2000' August 6, 2003 1 11117103 REVISED PER F.C.S.A. COMMENTS DTD. 11113103 JLC RAM 2 12110103 REVISED PER F. C. S. A. COMMENTS D TD. 12109103 JLC RAM . ilbert w. g1 1 Engineers `:0-C Olde GreenvAch Fredericksburg,• 40 PHONE: 898-2115 FAX: (540) 898-2115 Virginia Approved :March 19, 2`002 EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance emit forte ubject r ' . p h s l p olect 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of buildingpermits, I the following items shall be completed: Pe � 9 P a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit applicoton for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control ui i fi Guidelines nes and local ordinances and to be utilized during the construction a oil. 5. All erosion control structures shown or as required during construction shall be continuously maintained . throughout the period in which r base installed h h a eas are denuded. Areas shown to be surfaced are to have stone b s 9 at the earliest possible date after establishing 7 calendar days p hi g grade. No area is to remain denuded for more than y when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6° topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 LIGHTING, LANDSCAPING and PHASING PLAN 5 SEINER & STORM PROFILES 6 STORM & WATER PROFILES 7 j MISCELLANEOUS DETAILS THE DEVELOPER SHALL PROVIDE THE FOLLOWING. 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. Owner/Developer: H & W Construction Co. P. 0. Box 2468 Winchester, Virginia 22604 (540) 667-3752 Alleghany Power 463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Christine Strecky Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adel hla Cable'Y,.n/rxs l.7 «ro3 1039 N. Frederick Pike .SS , P4r 3 � _0 3 Winchester, Virginia 22601 (540) 667-0364 P.O.C. Jermaine Brooks ��► P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman in Aw- associates.) inn. Water Ouality • • 117 East Piccadilly Street •NO. 20674 Winchester, Virginia 0 , PHONE: 40 •• 1ti,FAX: (540) 665-0493 i�• ,i •.. Approved by Frederick County Zoning Administrator ��_J 12_-#-C13 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S•A. Approval Project Number Sheet Number 1 of 7 \ EXISTING STA 4+60.41 ;7T777' I / _ - _ la RIM 720.75 \ ` 20'-15" CMP ®/ 1.00 1 / / I I® INVERT IN 708.40 EX. 8 S ER I- - I - _ ( _ _ --- ( `- "- \ 1 V. IN=718.2 1 I I ( \ N / I,-, I I I I I I I OUT=7100 7 1 to \ ,y� ss HAWNEE VILLAGE \ F�%,� U E: INGLE FAMILY RESIDE IAL ` �Fs� EXISTING I °°I I I I \ oFy� 08 1 " ++ ZONED: RP / -4 120 -15 CMP ® 5.00� �.�N�I MH-1 I I ( ( I -Sp ` �'T'F 1 IM 721.00I INV. IN=721.00 RIM 726.10 LRT IN 711.20 6 SEWER LA RAL INV. OUT=720.00 INVERT IN 709.70 (2)8' SEWER s' S,3 • RT 7 90 8° SEWER _ __ -_ _ - �) I I I ( I I I I I I I I /p 924 4�nE _ Ql1T _l.l. I I INv€RL OUI 709.50 IX. 8 l SEW I-2 �liyf CONNECT TO IXISTING /N p I I ____ _ R 3.58- of \WALKING TRAIL _ •.a.<'/pR 85 6 S 93246E I _ I I INVERT IN 711.70 8" SEWER . 4 _ ` 5 , IX INV OUT-709.05 .- d *r� s S60 29 33 E - 86.47' 6.61� 57.41'^S58'35'S9„E I I _ 136 28 I INVERT OUT 711.50 8" SEWER CONNECT TO IXISIING WALKING TRAIL - I -�-- \ 2 52 E 07.3 S58'35'59"E X K d G: O _ 00 ��, )V ,I*I>1ClDiG/� ._ .. __ --. _ - . INTERIOR RESIDENTIAL SCREEN _ - - - - - _ � y I '� TVAHI FT RIOR RESID INV fN 715 50 � - _ \ - ENMECT19N-RE D- - �,\ u 180 -8 HW PVC SDR35 !� 0.729 �-- - - SDR35 ®/ ' �--.-- _ _ \ a. i 3. 42' ref" 289 ;. - I 13p \ �` 20 DRAINAGE EASEMENT L0 Y 50 FT REAR ETBACK LINE `•�r�i'~ r �,. .,.,.,uf���r�' �, L 1� -- --- ---_. � 1�- .,t. $ d• ` - DUM "^*.. syP r=p r` +.•,.,r ;' eAGH i[WUF 11(WM_ffN.CE_ -- - - 1 DUMPSTER PAD WITH 6 Fl I, WITH DOUBLE -SWING GATE _ - N HIGH OPAQUE BOARD FENCE \ 1 - p 1. 2 0 Uj ry 50:i 4' SEWER LATE 4 SEWER\LATE - \ WIM DOUBLE -SWING GATE 1_Fl � 1 - SLOPE 44.37% T ,. 1• 5 RE �<: SLOPE 16.22% " 0 0.10' 1- _ 1 1 18,E CPp ASSEMBLY �° 45' EL 9 ` = POLE MOUNTED HANDICAP P IIVG 4 SEWER LATERAL 4" SEWER LATERAL 1 , i - E 15 i>�22 1 2' EL '= �. F SLOPE 10.70% 1 1 �� -- 0 Ff• p WNAGE EASEM \a aft fl / SIGNS INSTALLED PER VIRGI SLOPE 34.61 % ENT 4" SEWER LATERAL STATE CODE SECTION 36- 11 BLDG C ` ` o yr ` ` 1 20 a z SLOPE 15.34% (9 REQUIRED) I ` B1_ a A � 1 N j s, T � %r _ 1 �k 122 � � BLDG D 90' El i �; $ 120 i 1-FlRE A -- M. ASS'Y. n d z � 1-FlRE � - O`'. \ .d /s A f)R ��� U, i 1 2" WATER METER I u ` " - 'R TYP. � r� 50.72 2' WATER SERVICE ` ;_ -..' 4 SEWER LATERAL IN AS SY 2 2 - `�' Fl E i E 'R TYP. 5' SIDEWAY - SLOPE 6.59% / Z1 0 :. � ,_. -_ ____- , 1 _ \ 'Y LANE i a X ��___ z �_ -- - DRq T -� - \ 2 G>G-12 ` 45 GE EMEN N z EWQLK rn T a o s a •. flv D I i Q LANE �-1 /NA 24 EX 1 r ., : _ � 1 1 WATER VACAlED - - EL= 0 BE 1 r-{+ 1 `� I ,� /2" METER o I �O O ?p1��\ / 1 1/2 WATER METER b o 45' EL h - - I 2' WATER SERVICE „ iF 1 1 \ �' \ \ S \ �q,�' Sp `O / y6R 12 ' ° 45' 0- 1 �R lYP. cp G� q ERVICE 2 \9iN , �,�2 TAP $ a g _ 1w Tw. TYP. 1 : D 1_`w �6 6 2 WAyATER M� 1 1 1 �' o y \ \ 8'W 8"W► o -- I- ; ---+8i W �, c�, M' 2 R 11P-t2~- _ A�RMA/N �L�' 1 1/2 1 c� cn \ 8 PVC SD 1 WATERAtAIN cV cv , \ l7b i tT► s y° \ \ `� / _ i -FlRE 1flDRANT ASS 1 2 TAP 2 R 1YP 451' ' c� 8 EQD 2 1 \ \ 9 1-$10 REDUCER �-T - \ -� --i-�-�z�-i74o--- - - N 9' o ( -- �` ~� Cl 1 1-8' G.V. MH-3 �;, y� 1> 1 _ - 20 LF 8' PVC RIM 726.00 ^� \ 20' DRAINAGE EASEMENT SDR21 PHASE A LATERAL INV.IN=720.20 9 'R TYP. 1 ` N R 15 NONE DRAIN W 1 --- �S' 1-6' G.V. // / 42 ry � o � 1-8 ..Q � ° INVERT OUT=720.00 45' EL. � �4 20 LF 6 PVC �� 11 1/4' Q. PED STRWV GRAZE 'R TYP. i O 6" SEWER LATERAL 1 ' Claytor 75-A - 78A Zoned.- RP Use: VGCGnt SDR21 PHASED f\ 40' SOR21 PHASE 8 & C 'R TYP SLOPE 8.0 o i 1 891 f ACTIN ROAD EFFIC/E `- - - ec.Do e \ 1 1 6 , _ ` Ncr 8" PVC SDR21 1 $ 1 o �, 20 DRAINAGE = I WATER MAIN ,__A-20.00' 1 ,I N,�¢• nW / EASEMENT R DRy oo' �--2io `� ► Z ___ 7s6 _ _ ' 7 _� �. 0, 1 20.00 - 2 2 R 12g.92' . 2 I / .5 s ; - 5 0 -FIRE MAILBOX 00 N6T 26 WATER EASEMENT N4 • o ' - 40' / R 1 N ASS'Y. i SHELT ' CG12 20 _ AD , V =697. 9F _ -� RO EFF7clENCy BD -``__ _ 4pR - ____,��' S/DEN', f y „ 12 t2 J 20 G24Pcno IN 1 - - - - _ o `� �' ` C3 ,Ip2 _ - EXISTING CALEDON COURT EX. ARE M. G & DR4/NAGS PVC 21 EASEMENT - �~ J �C EX. 8' P APE .. LANE EX. 8' G.V. & BOX I PFR3JECT SUMMARY TAX IDENTIFICATION NUMBER 75-A-86D EXISTING PARCEL AREA 6.9638 ACRES ZONING RP CURRENT USE VACANT PROPOSED USE GARDEN APARTMENTS DISTURBED AREA 5.51 ACRES SACKS REQUIRED PROVIDED FRONT 35' 80.87' RECREATIONAL UNITS: SIDE 50' 50.52' THE MASTER DEVELOPMENT PLAN PROVIDED A PAVED WALKING TRAIL TO SATISFY i REAR 50' 50.05' THE RECREAROML REQUIREMENTS OF THE ENTIRE DEVELOPMENT. A RRON OF PARKING 5' 5.5' THIS TR41L IS BEING INSTALLED WITH THE SHAWNEE VILLAGE SUBDM N. BUILDING HEIGHT 40' (MAX.) 35'(+/-) BUILDING SETBACK TO PARKING REQ'D. 20' BUILDING SETBACK TO PARKING PROVIDED 20'+ MINIMUM BUILDING SPACING 50' LEGEND BUILDING SPACING PROVIDED 50'+ APARTMENT UNITS PER BUILDING 16 12 PROPOSED CURB & GUTTER ----------------------------- GROSS BUILDING AREA 21,048 SQ. FT. 19,206 SO. FT. NUMBER OF BUILDINGS 1 4 PROPOSED CURB & REVERSE GUTTER --------------------- TOTAL BUILDING AREA 97,872 SO. FT. PROPOSED STANDARD PAVED AREA (8' 21B/2' SW 2A) - TOTAL APARTMENTS 64 FAR ALLOWED 1.0 PROPOSED CONCRETE AREA ---•---------------------------- •-- FAR PROVIDED 0.32 PROPOSEDGRASS AREA -•---••-•--•-------------------- NUMBER OF BEDROOMS PER UNIT-2 PARKING REQUIRED 144 (02.25/UNIT) PROPOSED EASEMENT AREA • • • • • • • • - - - - - - - - - - - - - - - - - - - - - - - - - - PARKING PROVIDED 145 SPACES ZONING BOUNDARY - ------------- -ZB HANDICAP SPACES REQUIRED 6 HANDICAP SPACES PROVIDED 7 UTILITY PEDESTALS --------------------------------------- ❑T REI TOTAL PAVEMENT AREA 50,139 SQ.FT. TOTAL SIDEWALK AREA 112,811 SQ.FT. EXISTING STORM DRAINAGE & STRUCTURE TOTAL BLDG FLOOR AREA 36,132 SQ. FT. PROPOSED STORM DRAINAGE & STRUCTURE ------------------- ... __. MINIMUM LANDSCAPED AREA 50% 3.48 AC. LANDSCAPED AREA PROVIDED 4.69 AC. 67% PROPOSED WATER MAIN ------------------------------------ w+-- ALLOWED APARTMENT DENSITY 69 UNITS (010/AC.) EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----z w - DENSITY PROVIDED 9.2 UNITS/ACRE PROPOSED ARE HYDRANT ----------------------------------- MIN. LOT AREA PER DENSITY UNIT 2O00 SO. FT. LOT AREA PROVIDED PER DENSITY UNIT - 4,740 SQ. FT. PROPOSED GATE VALVE & BOX - - - - - - - - - - - - - - - • - • - - - - - - - - - - - - w� PARKING LANDSCAPING EXISTING SAN. SEWER AND MAWHOIF----------------------- fJ- PERIMETER TREES REQUIRED 25 (01 /2000 SQ. FT. PVMT.) PROPOSED SAN. SEWER AND MANHOLE - - - - - - - - - - - - - - - - - - - - - - ...,s s+•---♦-ems s+- INTERIOR TREES REQUIRED 15 (01 / 10 SP.) (145 SPACES) TOTAL TREES REQUIRED 40 PROPOSED UNDERGROUND ELECTRIC SERVICE - - - - - - - - - - - - - - - - ELEC ►- TOTAL TREES PROVIDED 47 PROPOSED UNDERGROUND TELEPHONE SERVICE ---------------- -- ITEL1 PARKING LOT LANDSCAPING REQ'D. 2507 SQ. FT. ( 5%) PROPOSED GAS SERVICE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --i GAS ♦ PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) r� o N � -- --- - T�NG"4 FT. SI W X\If 90' El YIELD TO PEDESTRIANS SIGNAGE CONNECT TO IXlSRNG SIDL1�fiFX TWO-UQUIRED. cc-12 \ \ `'`---�_ ~��"'� 823 FT. OPAQUE BOARD FENCE _ - _ PROPOSED ENTRANCE , \ 1/A. $' '--- X _ - --� ` SIGNAGE 3 69 �C• RT"E - - . .4._ 75 S.F. MAX. AREA AS - o MAX. HEIGHT=35 RSA _ x \ p (,ARU - _ w A 2' SM-24 Asphalt TABLE •r1 6 21-B Aggregate - iNV. = 698. j X -- D • n R/W) 45 MP �5. H, TYPICAL HIKINQZ IKING TRAIL SECTION Hock X �� �'� N.T.S 75-A - 788 __ e\ Zoned.- RP SIDEWALKS TO BE 5" CONCRETE ON 2 21 B OR PER HIKING- USe: VGCGn- BIKING TRAIL SECTION. NOTES:.�- NO STEEP SLOPES (507.) GRAPH/C SCALE 1 • ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE >( EXIST ON THIS SITE. 30 15 O 30 60 REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE t2A, DWELLINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310, USE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. GROUP R (RESIDENTIAL) 0 FIHE BOCA NATIONAL BUILDING MDE/1996. NOTE: THE INTERNATIONAL TRIP GENERATK>N NOTE. • WATER MAIN TO HAVE 3. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA BUILDING AND RESIDENTIAL 2000 CODES CAN BE UTILIZED TIHROUGH MODIFICATION UNTIL ADOPTION. MINIMUM 48" COVER. AND Al17.1-92. 128. SECTION 904.9 OF THE VUSBC SHALL ADDRESS THE aUTOMATIC ARE SUPRESION SYSTEMS FOR THIS TYPE rm, 6THEDITION ESTIMATES IN fnT) 4. NO STETS' SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL BUILDING AND SECTION 707 OF BOCA SHALL INDICATE THE FIRE WALL RATINGS. THIS SITE AT FULL C EVELOPMENT 1 inch = ,TO ft. FEATURES EXIST WOULD GENERATE 424 TP.D. H STR to 12C. BOCA SECTION 1107.4 SND CABO A117.1-92 COVERS ACCESSIBLAY REQUIREMENTS FOR USE GROUP R. USE CODE: 22O_ p 5.ALL ARE LANES TO BE MARKED AND POSTFD PER FREDERICK COUNTY ARE 12D STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND REVIEW SHALL BE SEALED BY A VA LIC. Culvert Summary Storm Inlet Summary to Cu/ out MARSHALL REQUIREMENTS. DESIGN PROFESSIONAL AND CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION SHALL APPLY TO THIS TYPE. Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) H(req d) 6.ALL UTILITIES TO BE PLACED UNDERGROUND Culvert Inv. In Inv. Out L(ff) D(in.) S(�) Type 13. PROVIDE ARE LANE STRIPING AND SIGNAGE IN ACCORDANCE WITH ARE MARSHALl REQUIREMENTS. 1 717.45 714.00 71 15 4.86 CPP 1 717.55 717.45 -- 721.75 DI - 36 8 4.30 3.92 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES 2 721.70 717.55 151 15 2.75 CPP 2 721.80 721.70 -- 726.00 DI - 38 8 4.30 3.92 OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 3 722.40 721.80 43 15 1.40 CPP 3 722.50 722.40 -- 727.50 DI - 1 -- 5.10 2.42 &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 4 722.90 722.50 55 15 0.73 CPP 4 -- 722.90 -- 725.50 *ID -- 2.60 2.42 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 5 715.50 712.80 60 24 4.50 CPP 5 -- 715.50 -- 715.50 ES -- -- PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 75 S.F. 6 725.30 724.00 6 24* 21.67 RC 6 -- 725.30 -- 715.50 FLUME -- -- -- 10.NO OUT DOOR STORAGE AREAS PROPOSED' 7 720.00 718.00 5 24* 40.00 RC 7 -- 720.00 -- 720.50 FLUME -- -- -- 11. ARE LANE MARKINGS AND SIGNAGE ARE REQUIRED AT All ARE HYDRANTS, ARE 1 8-11-03 REVISED STORM STRUCTURES 9 AND 10 CULVERTS 10 AND 11 8 721.40 720.20 5 24* 24.00 RC 8 -- 721.40 -- 721.90 FLUME -- -- -- DEPARTMENT CONNECTIONS AND ALL AREAS NOT DILFNATED AS PARKING THAT 2 11 17 03 REVISED PER F.C.SA COMMENTS DTI). 11 13 03. PROVIDE INGRESS AND EGRESS EITHER TO THE BUILDING ENIRANCES/ExITS 3 12 10 03 REVISED PER F.C.SA COMMENTS DTD. 12 09 03. 9 703.50 693.00 59 15 17.80 CPP 9 709.80 703.50 710.00 712.50 DI - 1 -- 9.00 2.42 AND/OR VEHICULAR TRAVEL WAYS. 10 709.90 709.80 13 15 0.77 CPP 10 710.00 709.90 -- 712.50 DI - 1 -- 2.60 2.42 11 712.45 710.00 105 15 2.33 CPP 11 -- 712.45 -- 716.65 DI - 3B 8 4.20 3.92 12 710.50 710.00 81 15 0.62 CPP 12 -- 710.50 -- 713.00 DI - 1 -- 2.50 2.42 T H 0 F 13 716.00 714.25 27 15 6.48 CPP 13 -- 716.00 -- 716.00 ES 0.00 3.92 �P L 15 713.60 712.00 8 24* 20.00 RC 15 -- 713.60 -- 714.10 - FLUME -- -- -- All CPP Culverts to be Grumpler Smooth Core or equivalent *ID IN LINE DRAIN Id A. Mislowsky, Jrz * 2' FLUME O CERTIFICATE NO. - RE IS RED PROFESSIONAL - ENGINEER _"d/ L STREET SIGN REQUIRE6 1 STOP �IGN REQUI ED G - S R 2G NO. I DATE I I BY I DWD•1 REVISK)iNS gilbert w. clif f ord & associates Shawnee Village Apartments Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc Site Development Plan 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 FREDERICK COUNTY VIRCINIA SM W DATE- 0810610J SHEET OF ! EXISTING `\ ( 1 -- -___ _ __ -I `\ \� `\ I I I I� 1 I / 15" CMP . ®11:00 -�INV. IN--718.2I II _`�7 \ \ \ I --7- J-7- 20'- OUT=71 .00 / ..- \I I I 1 I� 1 �� I I \\ �\\I \ ficfI AWNEE VILLAGE I \� 'I 1 I I I - �' r-`T I U E: INGLE � MILY RES DE IAL 1 � � I 1 -720 \ �`_ �N1 0 14.25 ' IXISTING I °p . _.. _._ _.__--- � �, \, � I I ZONED•\RP I � r I r,' ,,- ,,.- :•- , -1 dc'ES. 1 REQ D. , 1 I I s 120 -15 CMP ®5.0 Al R1P 8,�,.W,=1 ` INV IN=721.00 ! r- ( _ I -_� 1 i , \ ti I I r / I I. I r/ r \` \ I i P DE RI RAP CI ANNEL Ir` `\ 710 I :\INV.`N=7O8� (o 1 _ ! I t 1 \ \ 4 t, - ! ,t, - LINV. OUT=720.��' / r! / ' \\ \ \\ ~ I Ml W ��' W `A' /r I I !'/ M AEI �! 1111► I� i�11 )� i�19I111� ill !Ip 1� '� - I - I L 1 ..,,, __ ,,/ /� "/�'i'`._...'"\` \\\\ \ l 11 t 1 I IFl6 � r- C'•f y \ Ip/ y ; _ - \ !/ �/ ��= J',-1----•,���.J\\ \ I 4 t i®® ,I{� � t \ �I _ STEEP, StOP�-PRDTECTI01 1 , I I L \ ,�\ - -. -. _ �pR >•, _ _ _ `� _ \\ -c EIS I O t STEEP SLOPE P 7ON I i _. - �,710 _ - - - -- - - - - f - - fi S, I - _ - w u� Eli, \ I\ : �CL 1 RIPRAP LY8 ; V-6,10 1 ` 1 1 / / :ems: ! � - n '\" '\ -700 OR r a ■ - , r I i 5 718 720 \ 734 _- FAR- r I .8 ,s " CPPSF- @ 1.718,90 % _ _ ` \ \ \ • \\ \ \\ \,i \ .\ \ I \ .\ `. `\ \ ,\ -'_�28 \ 1 f�1+`1 1 �• A � WI T/ 4.75 � / ..0 \� �,°'.�' �: _.- \ I .,\ \\ ''\ \\ \ \ `• \\ �\\ " \\ \ 7 -\ � EASEMENT TIC�I \ \\ \\ •''\ \\ \ �; n \ - s\ #, ._ \ A i'- \ _ , t �\ TIC 714.50 ' ,\ 7UT �'\\�-728: �v 'Dl.\\INV OUT 22.9� p , FF-7119,20.00 '\ , ` \ - \ ►� \` LI T/C 114.25 7 �' A 1 t I \ \IL \ \\ �, \ \ \ I ,I�h �-- - `\ ` 8� \ t� t �._. \ . cn Nan \ /C `' ~ ENT - %\ '' _ - I O -- - T . ;.. a. VA ! l l 1r . �, _� Ili -tea ~° - 0 BE / / / �> � / ! I CS �- 1 -� / / N1NG \ G �° � D� RIPR�4F' �L v \ __ S 1 1 1/ RIPRAR L 20, W 5 ►� rn r \ 6' � \ 101 RI CHANNEC`tlNl _ �. _.. -- _ � \ \ \ Al�� � ►f �" 8 , f - ``.� � _ ' � 1 W,q 4�er ® '1•`!!� r , - , --+ I IVF ' / / \ - \ O - . \ - \ ram' � r ! Z a 1 \ --------�-- ��-- --- - - -- 72225 T/C \\ 2 / 1 ! ! r 1\ TIC \ ` \ \ \ \ \ \ \ \ - � rye ?am _ L- _ _ +� a� yea \ \ e• \ n� ae� 5 E MAN, W1 � '� \ -13 GR4TE, \ - - - - \ \� RIPRAP CNANN4 UNlNG - __ g - - ' ` \ L= 2; "-5 :` `\ Q� 727.7 r `FROIDE �'IP�AP CHANNEL LINING - ,� \ \ CL 1 RIPRAP L_1 Z W=10' ` v \ Ef> 7ClENCY' \ \ �\ �\ b `\ \ \ \ 1erF,, 7� $ T/fl 2t8` \ \ ! ; r ♦ s 1 i r, ,e, ON 1 7pp \ \ = i rr - _ O I , ,` I � I fASEM T 1 / 1 } / I 1 688.E f `-� p � � \ 11 ` 11 i Cloytor \ \ / ` 6 g0 - SF �" \\ I, ,' ! + 4, ,� s6 -%1'' !� \ P r r _ 4 '• - O ; �"� ���' ~ 20 Ei� WATER EASEMENT_ I =69c� \� \ ~ - _ _ i lm6�'KD EICI y' , I > RP ' =-• \ \ el.J. l \�\ \ \ \�' _ I // OV, / CR ' / _ / / r ..._ e • e . .y_ -� °�^.," a - _ _ i/ i ' 3 \ e., 7 t _ STEEP SLOPE PROTECTION GR40 & b/Qq/ _ I . - ii■-s�-es-�-�r ■ in \ ' r�-a�" Al LINING 1734 !/� it ® 36 6 _ "'- - --_\\ • \//�. 642 ,�r ■ ram-- ter. ,` X 1ti �.- ___ ` "� ``!, O® lJ 71 0---_ _ _ ROAD \ 572� ` 45 / , /r __= __ ...\ '" `--��_---'"�_ StR 20 1 �Ck SF `\\\75-A \/ CCU ` .Use: I/ocan -' _ � �' _ y\� ` - \` r __ \ - - -- ,, 735.80 i OUTLET PROTECTION SUMMARY C I rt W'th L th D th Class u Vie id KNOWN eng Up H STR top 5 s s 2.2 Al Storm Inlet Summary D � ,,R.4PH/CSC.4LE to Cu/ out �, Culvert Culvert Summary Inv. In Inv. Out L(ft) D(in.) S(%) Type Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) H(req'd) `P d 5� CHANNEL L/N/NG, w 30 15 0 .�o so s 7 5 5 20 12 2.2 1.7 1 FLUME Al FLUME 1 717.45 714.00 71 15 4.86 CPP 1 717.55 717.45 -- 721.75 - DI 3B 8 4.30 3.92 ( IN � 8 5 22 1.7 Al FLUME 2 721.70 717.55 151 15 2.75 CPP 2 721.80 721.70 -- 726.00 DI - 3B 8 4.30 3.92 I Inch = JO ft. 9 10 12 2.2 1 3 722.40 721.80 43 15 1.40 CPP 3 722.50 722.40 -- 727.50 DI - 1 -- 5.10 2.42 B 13 10 8 1.7 Al 4 722.90 722.50 55 15 0.73 CPP 4 -- 722.90 -- 725.50 *1D -- 2.60 2.42 STANDARD DITCH SECTION 15 (All 10 dimension 8 are feet 1.7 unless noted) Al FLUME 5 715.50 712.80 60 24 4.50 CPP 5 -- 715.50 -- 715.50 ES-- 6 7 8 725.30 720.00 721.40 724.00 718.00 720.20 6 5 5 24* 24* 24* 21.67 40.00 24.00 RC RC RC 6 7 8 -- 725.30 -- -- 720.00 -- - - 721.40 - - 715.50 720.50 721.90 FLUME -- FLUME -- FLUME - - -- -- - - -- -- - - Shan" ViIIapApftII2 Ditch Detail Summary 1 MD 10, CULVOS 10 MD 11, ADDED SEDIMENTJ... RAM. 11 L03LO3 Sm LAYOUT, JLC RAN 9 10 11 12 13 15 15 All * 2' 703.50 709.90 712.45 710.50 716.00 713.60 CPP Culverts FLUME 693.00 709.80 710.00 710.00 714.25 712.00 to be 59 13 105 81 27 8 Grumpler 15 17.80 15 0.77 15 2.33 15 0.62 15 6.48 24 20.00 Smooth Core CPP CPP CPP CPP CPP RC or equivalent 9 10 11 12 13 15 709.80 703.50 710.00 710.00 709.90 -- - - 712.45 - - -- 710.50 -- - - 716.00 - - - - - - 713.60 *1 l N D LINE DRAIN 712.50 712.50 716.65 713.00 716.00 714.10 DI - 1 -- DI - 1 -- DI - 3B 8 DI - 1 -- ES FLUME - - 9.00 2.60 4.20 2.50 0.00 - - 2.42 2.42 3.92 2.42 3.92 - - Ditch Begin Sta End Sto Side Ditch T B =Rose Width ft Ss x:1 d = Depth 2 t 0.5 R D=Mimimun ditch depth ft - Lining Type W - Mimimum Imrn width ft Anchors per s d 2- Year Vel. ft sec 1 Culvert 5 Exist INV north v 0 3 1.1 1.5 EC-3 10 2.0 4.88 2 IX Culvert Culvert 5 north east TrapV 4 3 0.8 1.5 EC-2 12 2.0 3.78 3 Culvert 13 Culvert 12 west 0 3 0.4 1.5 GRASS 6 NA 2.53 4 IX Culvert West prop line north west V 0 3 0.3 1.5 EC-3 6 2.0 5.91 " ° A. Mislowsky, r 0 CER FIC TE NO. - 0 20 4 � t �-4 EpE PROFESSIONAL ENGINEER gllbert W. c11f f ord associates En ineers - Surveyors - Land Planners - Water Quality � Y Y a division of Patton Harris Rust &Associates, pc 150-C 01de Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 NO DATE XMMON BY I OWD• Shan ee village Apartments Grading & Erosion Control Plan FREDER/CK COUNTY I//RG/N/A No ,5",� yj�' DATE:- 0810610-T � OF 7 n i■ U11 L— o� I I - _ wa ■ v j I I IX. 1NV. OUT-709.05 \ .max- SHAWNEE VILLAGE E: SINGLE FAMILY RESIDE TALI 7nNFne R i I l i 11 I { i ADJUST TREE L�CATION IN CHANNEL TO A4OW I FRE� FLOW OF WATER. I _1 10 FT. INTERIOR RESIDO& SCREEN 12 T _W*WT A 20 DRAINAGE filSpllpVT -' 50 FT. REARrCK LINE ALUST TREE LOCATION IN 1 4 l L CH�WOF NEL TO ALLOW FREE s �l, _ ■ FL WATER. F Y,nis ■ — WENT "- ° r,,` ■ i' :,I \ 20 FT, DRAINAGE EAS t \ l B �y� �/1 LDCA A BLDG Ct7 C BLDGo-10 I ■ \ 1 l k Y, b Q / °`r'` .A .. • .. --•-. - - - � � Vim, U� _ ilito . 5 FT DEWi41K; 1 1811Y 8 PVC S061 WATER141A1N I �_ � -a 420' GE fASEMEn% glv C/ENCY BURR 1 j 1 Claytor 75—A — 78A _- TOTAL UNITS PER PARKING PARKING PARKING PHASE BUILDING BUILDING REQUIRED PROVIDED PROVIDED A A 12 27 31 31 B B 12 54 25 56 C C 12 81 27 83 D D 12 108 27 110 E E 16 144 35 145 oL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' + LITI ONR KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHAM BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. 116 STEEIL RWoRCMff BARS RWMff ALL FIXTURES TO BE SHIELDED T MR0 TO PREVENT LIGHT SPILLAGE >Es o r o' O.C. OFF SITE MIT POLE TO BE GALVAN® STEEL. ggy WiTH TAPERED TLIB M SEM IM MC LIGff POLE i' TOOLED ED0 LKV POLE B16E fUuro RUB FNISH ON WiTH COVER PLATE SURFACE OF OONDUE AND FILL N VOIDS. SMIOOTH FINISH ON ALL ' EIRO CONCRETE NOtiSLNtA!( LOAD WACM y YELLOW ABOW GRADE. ' 1�8 - ANCHOR BOLTS FURN M � WITH MIT POLL DOLT SIZE FACE OF PPROJE TiON AND BOLT an GRADE '° CIRCLE PER MAWACIURER'S REMENOATLO L 1' 6' f CONCRETE RASE r13 STEEL RE1NfO ll" 11E5 A 1'-0' O.C. y {` -:� : METALLIC CONIILAT AT 2'-V 16 STEEL FONFORCEIM BELOW WDE TO PANEL ' IM h — NOTE: All LMDERGRO M WW TO BE N METALLIC CONDLAT RIGID ELBOW i -S' NOT TO SCALE i10T POLE FOUNDATION DETAIL 20' DRAINAGE EASENDVT 1OR a ,off ■ • : -:---.......,,,_, __ Q - � 1 1 {`"'`,, � l_____ ----- '`` ---` __ �\ ► t ' 1 _ �``��•�F � ■ ``- ---_-_ - _ - • �.� C� o � SEMEN o 19 40' INgCSRO _ • 1 f ' _ 20 FT. WATER C3 \ _ ---' . a o > V =697. / 9c�� oIR -a- ECIENCY BUfT'ER 20 FT G �� _ _ / EX. ARE HYD. Ass DECORATIVE LANDSCAPING CALCULATION NUMBER OF UNITS 64 ORNAMENTAL TREES REQUIRED 32 (1/2 UNITS) ORNAMENTAL SHRUBS REQUIRED 96 (3/2 UNITS) ORNAMENTAL TREES PROVIDED 32 ORNAMENTAL SHRUBS PROVIDED 96 Prune codorninate leaders DO NOT pone terminal leader or nm cfi t p9 Prune or �� ► J DO NOT stake or wrap tnA rxdess necessmy Remove all tops and labels Cut away all baling rapes — Renhove top of wire basket —,_ /___----- —Prune nacre mtch angles 7� ad water spouts Prune brolcen txanches Prune suckers 2'-3' mulch kept away from tank Sohil well to contain crater bad" soi WSderh and wore hob rob bodD, water to settle sail, finish bmffq Remove kwntainer and cut arcing Leave said sail pedestal — do for water droirage roots 6 conMn« gran, or as much not dig dftW than boll deo burlop as passible d bald grown Dig hole 2-3 times root ball width PIA= LIIB'lAIL no ,mie DRAINAGE- vM, m o I , — -- Ex 8' PLUG h — -' EX. JOi? f PIPE r..-�= U. 8' G.V. & BOX ° 1 VA. S _ — _____ 'to e ,,. ASK ` — — — _ i ER ROAp x ---_ 45 MPH Hack — 75—A — 788 _ Zoned: RP Use: Vacant \ � U MATCH END OF FENCE AND LANDSCAPING PROVIDO BY SHAWNEE VILLAGE SUBONISION. TREE PLANTING SCHEDULE 6' HIGH OPAQUE BOARD FENCE COMMON NAME SIZE AT TIME OF PLANTING SPACING QL�MtfiiY SEE DETAIL SHEET Single Family Cluster PIN OAK r CAL 0 6' HIGH AS SHOWN 16 . > RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 16 40' ACTNE �AAPH/C SCALE — a �80' REDUCED BUFFER o °p� 1# 30 15 0 30 60 FLOWEIM DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 15 LCOCYPRESS MIN. 4 FT. tM f AT RANTING AS SHOWN 121 1 �C ND — *-* Property & RW Line — — Apartments � Double row of evergreens. Provide a IN FEET EASTERN RED CEDAR MIN. 4 FT. WIGHT AT RANTiNG AS SHOWN 117 Single row of evergreens, 8' on center, min. mix of Leland Cypress and Eastern 1 inch = .30 ft. FLOIYETifNG CFI' 2' CAL. 0 6' HIGH AS SHOWN 10 4' to// at planting. Red Cedar. Min. 4' Tall at Planting. FLOWERING LXtAL11WPLE 2' CAL A 6' HIGH AS SHOWN 11 TYPICAL ROAD EFFICIENCY BUFFER INTERIOR RESIDENTIAL SCREEN EASTERN REDBt10 2' CAL 0 6' HIGH AS SHOWN 11 nts nts r 1, � ; „i�l►Y ; y�l► �i; i�►YY1►�tf.Yy�I�IlIi11N�■ BOTANICAL COMMON NAME SIZE AT RANTING QUANTITY ILEX CIORTA HI_T1 HOLLY 24'MINIMUM PLANTING HIW 38 LLD( CORMA CHI HOLLY 38 TAXUS a#XATA DOM YEN 36' MIN. RANTING H1W 10 iTEA VIRGINICA VIRGINIA SWEETSPIK 36' MIN. PLANTING HEX;}TT 10 ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MNOON KENTIM BLUEW.JISS PER 1,000 SO. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SO. FT. FERiILIATION REQUIREMENTS TO BE DEIEINN D BY ONSiTE TESTING PERFORMED AT TIME OF COWI`RUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. PAS H OF—Ooq k!ZFR61d A. Mislowsky, Jfz O CERTIFICATE NO. — v it-0 U � , Rtl';liS ERE PROFESSIONAL ENGINEER -r4fl 0 t1 1 W W n N 729 i 726 723 720 717 714 0 Lq 0 r� I I _Z 711,E 8r NER 708 705 U 0 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 MH 1-MH 3 8' INLINE DRAIN 10' INLINE D""T"' 12' INLINE DRAIN DUCTILE IRON GRATE FOR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' THRU 6' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DVV CORRUGATED PVC RIBBED PVC DUCTILE IRON GRATE FOR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' THRU 8' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DVV CORRUGATED PVC RIBBED PVC CAST IRON H-20 RATED GRATE FOR DETAILS SEE SHEET 4B ADAPTORS AVAILABLE 4' THRU 12' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 Dw CORRUGATED PVC RIBBED PVC 15' INLINE DRAIN 18' INLINE DF a N� G 24' INLINE nonr"i 726 723 ILL IN DATUM EL7 709.00 GRAPHIC SCALE 30' 15, 0' 30' 60' 1 INCH = 30 ft. HOR/Z. 1 INCH = 3 ft. WR77C I 4' - 15' .AJ I DO M H—GU KA 1 LJl LWR 1 L -OR DETAILS SEE SHEET 4B ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPE OF 13UTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DVV CORRUGATED PVC RIBBBED PVC DUCTILE UM H-20 RATED GRATE FOR DETAILS SEE SHEET 4C ADAPTORS AVAILABLE 4' Z THRU 18' Q f W N Z o L, ,., zQ . w VARIOUS TYPE OF OUTLETS I- Q WITH WATERTIGHT ADAPTORS U W AZ SDR-35 SEVER Q CORRUGATED POLYETHYLENE "J d Z SCHEDULE 40 DVV CORRUGATED PVC RIBBED PVC DUCTILE IRON H-20 RATED GRATE U g FOR DETAILS SEE SHEET 4C C d� � r3 ADAPTORS AVAILABLE 4' Ln THRU 24' kRLt p TYPE OUTLETS WITH W HT WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SHEET, SCHEDULE 40 DVV CORRUGATED PVC RIBBED PVC W 0+00 0+60 1+20 1+80 MH 1 -MH 4 General PVC surface drainage inlets shall include the inline drains, drain basins, and catch basins as indicated on the contract draw— ings and referenced within the contract specifications. The cast iron grates for each of these fittings is to be considered an integral part of the surface drainage inlet and shall be furnished by the some manufacturer. The surface drainage inlets shall be as manufactured by Nyloplost, USA, Inc. or prior approved equal. Materials The inline drains, drain basins and catch basins required for this contract shall be manufactured from PVC pipe stock, utili— zing a thermo—molding process to reform the pipe stock to the furnished configura— tion. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the piping system speci— fied. This joint tightness shall conform to ASTM D3212. Surface drainage products shall meet the mechanical property requirements for fabricated fittings as described in ASTM F794, F979 and F1336. The grates furnished for all surface drain— age inlets shall be cast iron and shall be made specifically for each fitting. Grates for 12" and larger drain basins and inline drains shall be capable of supporting H-20 wheel loading. Grates for drain basins and inline drains inlets smaller than 12" shall be capable of supporting light wheel load traffic. Metal used in the manu— facture of the castings shall conform to ASTM A-48-83 Class 308 for gray iron. The castings shall be furnished with a block paint. Installation The specified PVC surface drainage inlets shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and backfilled uniformly in accordance with ASTM D2321. (� 45° RISER BEND (BEND WRH EXTENDED BELL TO COMPENSATE FOR ` SETTLEMENT) * CASING CAP 8' CASING PIPE (C-900 OR DUCTILE IRON) 4- PIPE (SOR-iS) 7� DUCTILE IRON CASING SHOE 8 FEET DR.35 H.W TEE WYE DEEP SEWER LATERAL Figure ISA BEND (ANGLE AS REQUIRED) 9 4• PIPE \ (SDR-21) 4' PIPE (SDR-21) s STONE BEDDING PAS H OF L Z gotd VMW.i�Ws Jr2 O CERTIFICATE NO. — v 020 74 c (G 3 EGISTERED PROFESSIONAL ENGINEER _ B d H DEEP BURY RISER - CONSISTING OF CASING SHOE, CASING CAP, 45" RISER BELL (FOR 4' SDR-21) PART No. -29 08041-45 Bates R Hamington. Inc. (434) 9290783 740 730 720 710 ETC 00 0 r\ ._._: cc� II mr+)�tc�n d oti n I o00 O LU I d r,n It N6 ) Od;� Z J 5 00 Oz OOK; ���Z c') V) -1 n II F _ ►- CL II p c i ---- -- LIJ LAJ I Q� O i r U (n S: C4-55' 15„ i CPP ® .73� / � 2. 5q 3-43' 15" i CPP I 1 rn �t O O rn N 0+00 1+00 C1 -C4 GRAPHIC SCALE 50' 25' 0' 50, 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERr top of manhole at grade in pavement areas unless otherwise directed Ft op shall be set 24' min. above grade in easement areas) square skid pad 5 thick— , 3/4" x 2' blttyf i0int - 3/4' concrete anchor bolts (4 each) W max. adjustment rings (11max.) 1 �. concrete ASTMG150 ".� 4WD psi TI waterproof coating CS-55 by Conseal ____llll..__ i V nominal size RV 30 butyl nt sealant applied between joints and on exterior side of ja nts joints are to be sealed with %Y ring gasket - _r 4'-0" I.D. — pipe to manhole connection to be _ by flexible sloe" invert Channel to provide a smooth transition In to out, - 3'-0' man. 4'-0' max. for all ctxlneclbru precast invert or groutestop of bench -wall bottom to form channel D!2 q same elev. as 6, top of pipe 6' bedding stone NOTES: 1. Manhole sections shall have an external coating of approved polymer Min water proofing prior to installation. 2. 0 adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located In shoulders of roads. S. Flat top casting shalt be used on shallow manhole (4 ft or less) installations. STANDARD MANHOLE Revised Figure 12 Oct 2008 2+00 SDR 35 spigot SDR 35 spigot by by gasketed SDR 21 gasketed bell 45' bend / bell adapter (see note) / SDR 35 8N4' gasketed bee wye (see note) location 3+00 740 ad 720 710 ► 11 F. SDR 21 gasketed Pipe and liitli SCH 40 solvent - wead cap property line 4' pipe at 2.00% minimum grade concrete cradle if lop of main is greater than 15' deep W min. Cover treated 2'x 4' with - top 6' panted green Note: if top of main is greater than IS ft deep use heavy wall SDR 35 GRAVITY SEWER SERVICE LATERAL Figure 15 730 720 710 720 N O _... ---- N 720 U U = O II II 0 0 "OOC1) _ 0000 I I O LO O_ ai Q_ N�o� II u� O QNh II [� 00 it Z 700 et�Q.j C) i 33% „ Epp 2" 11-105 710 710 700 _ - - 700 i ^ I 0 DATUM ELEV 680.00 d tt C1i N 00 DO O O O (.p 0+00 1+00 C10-C11 EG-1.1A PC 4-F—B N-4 4- 0/0"' T. 6" to A ie DOWEL HOLE< AS REQUIRED to 0 0 0 n IL p f01k TAIR OF SWEYY ORATE 5EE 9 U. EG-1 Q w cy wou� w ^ o o I Q --�-� a -- ------ ----_ �- _> ----- N - E- , QL w f 1- 00000n 1 I a-- r I i / / / C m U 02-81 15" CPP N p 0.62% _ � � I Nuj I (/ Q / UQ i ---- -- - - -- — w Lw r QQ 0,3 I / <6 / mot- O NCB �t ca Co n 0+00 1+00 C9-C 12-C 13 w DOWEL HOLES B AS RECKMRED ISOMETRIC VIEW PLAN 1. CONCRETE STRENGTH 4000 PSI MN!". 2. RERIFORC14G SRkL CONFORM TO AS.T.M. A5115. GRADE 40. EG-1 PC -ENERGY DrS50ATOR (WIn -TOUT GRATE) 3. ALL EMS SHALL SE FOR A 2:1 SLOPE UNLESS SPECIAL. ORDERED. EG 1A PC -ENERGY DISSIPATDR (W1TH GRATE) 4.DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT CONCRETE. 5.0IME'NSIONS SHOWN FOR CONCRETE THICKNESS ARE MNMUM. ACTUAL MEASUREMENTS MAY VARY WITH MNNWACTURER'S TOLERANCES. DOWEL HOLE - AS REQIAiED 0 3-03 BARS a n- C-C MAX. c —11 3 BARS G 12" C-C * 3 BARS • 12" C-C SECTION A -A SECTION B-B s�cl>E�I c� PRECAST ENERGY DISSIPATOR VIRGNIA DEPARTMENT OF TRANSPORTATION 105 111,02 2+00 C L__C PIPE SPILLOUT PLAN VIEW 720 710 ►#o GRAPHIC SCALE 50, 25' 0' 50' 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT. A I PS-2 1 BARS G L I L 12" PIPE - 3 BARS - tO.68 LBS. REINFORCING STEEL 15" PIPE 2 BARS 7.79 LOS. REINFORCING STEEL 18" PIPE 2 BARS 7.79 LFIS. REINFORCING STEEL SCHEDULE OF REINFORCING STEEL -- MARK NO. LENGTH SIZE SPACNG C C SHAPE 2 1 r 1 f ST-0" 4 4' STRAIGHT • 4'-4" 4'-4- 4 4- L 12 2' 0" 3 12" SENT L A 12" RENT * OUANTITIES BASED ON 18" PPE. APPROXIMATE QUANTInES CLASS A3 CONCRETE REINFORCING STEEL Y L.BS, PPE 5PlLOlIT 2�1 t 0.482 ! 4 t DA4 r NOTE' DOWELS TO BE LOCATED AT ALL B BARS G REQUIRED JOINTS- r-]s~ 3`0.. � 5' (2.1 SLOPE) 4' ( • 1 SLOPE) FOR pETAI (X° QQ1trDOWELS IN BASE r N SEEN ST I 4 &S T SL/E TO BE FIELD r Of DOWELS TO BE INCLUDED OTI E I OM L WITH ST'D. PG-4. lc_ 12 . • ' 6x6- W2.1YW2.1 WELOEO o • BARS F BARS F WIRE FABRC r_a' _• ✓.; r. •' W- W2.1k W2.1 WI WELDED _ FABRIC 6„ •. . v.- SECTION B-B PAY LINES FW DETALS ��+ PIPE SPILLOUT SECTION C-C WALL sec s1'0Pa-4. SECTION A -A STANDARD PIPE SPILLOUT FOR 12" - 18" PIPE CULVERTS 302 VRGNIA DEPARTMENT OF TRANSPORTATIDN ra.D1 730 720 710 705 N I I I I 48" M N1M COVERLd j I N CL CL pVC \ / om Q) SOrP2 j LI.,O I �\ 00 V) / b- U m m N ry o o o nl 18" MINIM M SEPARATIO Z w O� z °� 't}- �• w m w CT) 00 Q c66 > w J co QoCj j m J co SDR21 Q = ,� (n Q Q II (n w W Q CC) >- z n 6 WArER C w MAIN i Q Z Z Q Z Q Q p Z W CL W W z s W� m O Z W Q m = �Ol�it W m L,J m 5 W \ I 30 O Q LQiI O 00 j O Z W w m W O �aN d 2 cn O C� �� �' 2 N >= O O O OJ S W °p N� rr tn r\ 0)d cfl Ln •� rn a N N N N N N N N N N •- N L6 ^ of O N *-- O N N 0+00 1+00 2+00 0 CERTIFICATE NO. — v 20674, R G►S RED PROFESSIONAL ENGINEER 730 720 710 700 3+00 4+00 WATER PROFILE — ---- --- -- - - 730 00 / i n / II -' /� _J Q W O ^ Q to � —rQ0 — -----U OD-- --- - U a ---� -� -_ - Q_�r I w Z ^^O I I W W Z ^ �pP `i rn N ►'7 N_ N 06 N m N 0+00 C5 1+00 720 710 700 695 5+00 6+00 7+00 740 720 N 710 705 8'-0" Max, ry 4% 4" Post 2"x 4" CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET GRAVEL CURB INLET SEDIMENT U U U STONE CONSTRUCTION ENTRANCE �-- --� (WITH WIRE SUPPORT) KERN TOP C PROTECTION FILTER 1. SET POSTS AND EXCAVATE A 4'Xe 2. STAPLE MARE FENCING TO THE POSTS. OUTLET ELE• D - - TRENCH UPS -ME ALONG THE LINE Secure with 70' MIN. EXISTING = OF POIS 2 typ. Aluminum Nails A 3, PAVEMENT N ENDWALL 4 MAX _ r- "x 4" -_- FILTER CLOTH MOUNTABLE BERM •� ORIGINAL GROUND �" _ _ _ (� 8' MIN. A (OPTIONAL) ELEVATION - - - I S - - - - - - /� \ .�� p 7SIDE ELEVATION HEIGHT VS. WOTH REQUIREMENTS [ ) TOE OF FILL CULVERT --_ t i d EXISTING GROUND 1._,-A �`- - %f III -- dill 00 70' MIN.- ~ T GROUND L of O_ BO�ASHRAACX L 10' MIN, ELEV. co R TIDNA1) -t- COARSE AGGREGA O 100, Q to, MIN -III- WET STORAGE TOP ELE. E llllblf - Z 1 le, MIN �'-'- EXISTING 'L - - - III III - - - - - - [- - - - -' - W to o x PAVEMENT - •,- TTT- -- 4 W J I BOTTOM ELE., F T_ (EXCAVATED) A I 1 T FlLiER CLOTH ° TOE OF FILL GRAVEL FILTER 12" � C Q III-'I11'-III-III U ¢ W Tr-TTT TTT-TT7 TTT CLASS I RIP RAP 3. ATTACH THE FILTER FABRIC TO THE MIRE 4. BAC(FlLL AND COMPACT THE ° ° RUNOFF WATER WIRE MESH VDOT e1 OSITIVEDRAINAGE to, MIN.x 4' COURSE AGGREGATETRAP ING DEVICE "4 " n' FILTERED WATER I- BM SEDIMENTSEDIENT CROSS SECTION OF OUTLET FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL SILT FENCE ° ° IS TOWARD EMBANKMENT n y U U DISTANCE IS a' MpIMIUM IF FLOW 'Y,f�• '„' ��:r '•, 'T'' '•,, 1'''•, W MUST EXTEND FULL WIDTH OEIRNGR� AND EGRESS PLAN VIEW A �' `" Lz W DIVERSION / FLOW - V- Li DIKE f' •, . ): y•.. - r-H ,r rand, , , - ' e, •+o• �, A to �'�.'►�, OPTIONAL STONE COMBINATION - (r' VJ R e " w IT n 3" MIN. t v y' !� � -^ I I d O 4 x 4 Post 4 x 4 Post 3• MIN. �// / � t h e'�k,� I � { SEDIMENT Q} •, W w PQ FILTER CLOTH •�x'";,r`r �G--•r✓ / �/ (:..�/ - t.0' 1.5' CONCRETE GUTTER 12'- ~ SECTION A -A COARSE FlL /i /i///� '�;, FLb�r CURB INLET > > Q W W A CLOTH � 0 8 -7• ! XCAVATED ////�i III = III AREA / * `�i. '1� L' 1�, ,1,'; .�• • • I; • 1 �r �I �'t '; ; ,• EXTENSION OF FABRIC AND MIRE INTO THE TRENCH. SPECIFIC APPLICATION M CO 12 Min. i7�, 41; ; ��;, FLOW o o c� „ i p . ,• �ti ,'t s ,, , , n, u, y;1 r• COARSE AGGREGATE SHALL BE VDOT tp3, #357, OR #5 ---� 25' Il j � � O ®TEMPORARY SEDIMENT TRAP; ROM FABRIC THIS METI•IOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS Q � o � 13 VESC 3.13-2 WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE NOT TO SCALE ccfftt INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED � 4"x 4" POSt REINFORCED CONCRETE DRAIN SPACE ( _ WIRE I p5 �� SECTION B-B - _ TIpT ACE SIL �1� IN MO WHEN I � GRAVEL SHALL HE VDOT 1y9, Ip987 OR 6 COARSE AGGREGATE. •- CU � o HIGH VELOCITY OF FLOW IS EXPECTED I h SOURCE: ADAPTED from IN3 �pQ fg�I for Solt Kills n and SedimW Control and Ya. DSK Plate 3.02-1 �501)i�$'. M pie ed Eaten bdaill m of � and Febrla I?fltm' % ien for SerHmmt Control. PIM 9A6-1 mom tram VW Sfaldmd 9008 and Va. MW PLATE. 3.08-1 SOURCE: VA. DSNC PLATE 3.07-8 Q PLAN NAME Trap A. Trap B. Trap C Trap D rji tilt kj INSERTABLE SHEET A59 Fill Post Hole with 1 Part SEDIMENT TRAP TYPE TRAP TRAP TRAP TRAP co•n A r r.ca•sa a Dry Concrete Mix and 1 Part OUTLET LENGTH, A (FEET) 10.0 10.0 6.0 6 ci01 •� t0 r o- • •o- •~ ^ Excavated Soil. Thoroughly TOP BERM WIDTH, W (FEET) 3.0 2.0 3.0 3.0 J WCQ c2 ,c,, wt,ux •' y'� �Qj Tamp Concrete Mix and Soil RIP RAP TOP WIDTH, B (FEE 2.0 1.0 2.0 2.0 y� SECTION A•A to Eliminate Voids, HEIGHT TO OUTLET BOTTOM, Ho (FEE 3.0 1.0 3.0 4.0 r 1 01[ 01MAxesew POST SET DETAIL HEIGHT OF BERM, H (FEE 4.0 2.0 4L 4.0 e , IL e •� LU > LL Scale 1" = 2, BERM TOP ELEVATION, C (FEE 706.0 692.0 710.0 723 •SE TK3N B•B � •a•e TIshKA1D'D DOKS A OUTLET ELEVATION, D (FEET705.5 691.5 710,0 722cc, SCREEN FENCE DETAIL WET T�BOTTOM ELEVATION, F (FEE 7020 690.0 706.0 720 4 m • rn TANGENT PLAN • w K &� CFI 01-3A-38-3C 11•e SnoobOor•lyappo�l2 GCi°D.Dbc•dln° ar,otodl«9nt Gal �nd01fbabeAt • TYPICAL PLACEMENT C oSSwALK TYPICAL PLACEMENT 00 IoaDWtlnq oore,eb to PregM•eHhmaol. onan lmie.1 ee•3gawltl0 Ltf•t�•'{' Sheet 2of 2 DI-3A-38-3C AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION DI -I N�a•d+Rt'••+°d•'�' colranlr•a WITHIN CROSSWALK WITHIN CROSSWALK St". are ro N prplMd corcrcbrt r•taa to bare dots rinw N h to .dad a+ c-<. (WITH BUFFER STRIP) For dN It r• 5rd.5T-I. NOTES E'00ne10^''0'" each of W , Eepmron JpY1 etiss"sea ,; + ALTERATIONS TYP A P QRPQR AR) P I ATIQ►t111p(� gyp( I�,9� �A1pq 3 bn w.p NN toes: eFn ae•M IHl ro N q'. For p•mw death w• a etlTtS jCOr• Y�I Oh �L�� TIYI be"!M MIP LEMOTN a ERLT tote K• rp der nt at cap From.ator. fTj TABLE OF QUANTITIES A!9 q�hEySTIN staNera p•tA. , b. a .e. Slpd. IC-2. 1 ' aK t /�(�� T ILLl 1910M M 1 �ILCO�Q/h�YA•• LOOTdICM M M DIKC110NNQ1![ TEA Cdbr - 2•trYn' VA.•+eDecifh0 a, plant lM lmwtNhN Wpa •• r �' a ®a,"nn• .y .�:'.,': �t WTpNAI WrM it T� Ip11C aIT TAM.L t/M16 WY K Y9E01MTM TK IMIIIOVAL In«r.P1�,a. rl,n sraroald Plan IS.I. T>»a„Iq, " ' REINFORCING STEEL x•ol� ,� -� ..w: r' AREA a dwmMa b ok, rpNth nq and all materials hwwato the r j el..n Tt9. A Type a CON t. ntT • tr TfIWeA h ro et flrArEb " eZe isam n9•d I TYPE L OF CRETE TRUNI ATEO DOME � pr e„r r i „Ti 1 t erg a eluu e[ A • }- A � ' Ne.s"wun f1iopkip"bMlKiu InIMwIc•belrvrNdao t•e' �II • % {.rslwr,aerr<+a. SLOT CC AA. a�^��OhtAf�� r�st�ItitiMi. Y-Is'r3.24' InMIdQmph• ; rd .r.,,.a.e.Innelra<. BARS A BARS 8 BARS C BARS D BARS E BARS F BARS a WEIGHT OET 0�� ���0 t• n mtn I - I - - - - - - a YA� rorolrtlr�uT wrtH Iwr nos ON er lira rarsswc TTIh n.m may b•oret«t oe Cln pbc•. l' / TY Hose oErAas Ft. SQ. Ft Cu Yale. N0. Lin. FL N0. Lin. Ft. IVo. Lin. Ft' N0. Lin. Ft.• M0. Lin. Ft.e No. Lin. Ft.' N0. Lin. Ft.' Lbe. he� ,pNT •rttl OtAKD iMR . ... l 1ii' C•C rhu1CAT(0 DOtIE a.I T1��� W/T/�0y� ►y� pp� �p YNAr /L�p yp� L Ad <pe+n seas aorNret• roN Cbb a3 rot orKml 1 s 1 l CJh K CMT M RAK MT(R hAC01[MT� MiCA4T IIIr/1'100hCA{T COt 11i1 e[ 0./3t M{, ' SHI SM.t 10303. , II Poe a Cwe a.ra..h OSW DI - 3A 2 -6' 1.15 2.26 - 1 5 -T 3 3 -2" 6 i -0' 22 it II err r. A Wr..d a dW o 0 0 0 0 0 0 0 0 4 �O�,ID°�11N"�/t$tA/1 �°b$h" r rLAT i�Ek Tcrtat Kow corn sop a nt hwr p rn 11' dnrn+ on .Nrn on TW s onea,dS and epwtnld Ih IWY t �D on IN ones will a m.ownd I,am rM Imgrl a the oW- It •0+ ° a mr crate eadm+ Jo'"' •,, l w•+a• •+t 1 r •e+ • 4' 1.83 2.59 5 I'-6" 2 6'-7k6' 3 5 -7" 3 3 -2" 4 1'-6" 3 I -6' 4 1*-0" 64 T 0 0 0 0 0 0 0 0 0 0 0 0 o e Cup��yy�•; cap nR Ay[ nrNeYTgN{ Ip Wt TO CUM hA9•f Ilr INCLUDED N ►ATI[NT 1� SECTION A -A ton pip, b IIN top of the 11h hr.. Nan •H da.rn.loro Crod, Comrol ,lace / •' " ' • 1 0 0 0 0 0 0 o a o 0 0 0 0 0 0 I� r'w'r• �TT�• • s} I--� Y 19 a•aooanro•mNro •enmdingPurpoN.oro+M n Nn u wwe.a n r.s.n cw er .+n anya c.o, avtrall roll wnd.law9lwn 8 2.75 3.02 5 -8 6 7108 3 5'-7' 3 3'-'2" 4 3'-6 3 1-6 4 1-0 III 13i C•C Y. rrtN til p9 7 eAet ON Tlq ttwDNa If xo oaual d.mans; WII be deWmined by IM Comr for Y-0' T , „ , O O O O 0 O O O 0 O O 0 O O rp� tt� I SMI i qt ,�p/� �0.� Cps T� q� I- a I? t0 h[ & r0 W'W M UOIMTARI G/• MO CpYW1AT , •� p Irom sew conIII lot. PLAN • 8' 3.67 3.46 5 5-6' !0 7Yo6 3 5'-T 3 3'-2' 4 5'-6" 3 I -6 4 I -0" 1 58 m JJ rMn CNI Irian O O O 0 0 0 O O O O o 0 O O O r+ d RAM a i a pl T *4 OR Ids C If T ILK TO PLAN • 4. e'Smoah Doseh g pp- 12' h tM went the Yr,ert a M. outM pip • rylr son SAW tbl•: Tnit nw may b. WINA.In .Nch mm M• •.Dotsi- card. Aq Idpe:� � . � •stn,e 10' 4.58 3.90 5 7'-6' 14-7to640" 3 5'-T' 3 3'-2" 4 7-6IS 3 1'- 6' 4 1'-0' 204 0 0 0 0 0 0 0 O 0 0 0 0 0 o AT At 140 NAY A Ar V II 'p tOrot• hemo•r•dl C-c ro w aoe•d fn do or.s edl°c.nt CONCRETE QUANTITIES FOR MIN. DEPTH ne bcnom a rM Str ctur.IN Slit+ d ttr .wcu• oil spar only ro orb or cure and wi W. 1 r A AAc r 12'co«. pp.- la40CuYd► Comm:✓el a Myed run, celrrf mortar b Dash+ e • 0 0 0 0 O O 0 O O O 0 O O O O 'sWNP nee sAA l2'.12"9lavic l,Qdrpr, b[QdtYq aDrxaeM to P-M +T�'9-Ir�l''� �- DI-38 12' 5.50 4.34 5 9=6' 18 7105-IG' 3 S'-7' 3 3'-2" 4 9'-6' 3 V-6" 4 I'-0 251 R. IS•coK. ape_ tszecv.Ydt.concur. a pond" of re+w w IM sn«hw The tact Ia r--- A : j ebM V+' mach « gdruvnd t1Nl tin, Nt !•m•n1, le'<orK. p0• • 1820 Cu.Yd•. ConcnN Fvi+ •hapel9 w,ad M hd:rd.d h Rw prke laic Iar r r•e' t-v.,l.w- N... to' r {,-a, s O O 0 0 O 0 O 000 O 000 A • 14 6.42 4.78 5 II-8' 22 510' 3 5'-7" 3 3'-2" 4 I1'-6" 3 I'-6' 4 I'-0" 298 t r A s AFral r ec !ti • minmwn rlr• da 0.03 In<n, mlmb.r 4 FII•ud dar.ha 251�'nad+moy b• �•C0„c Db•• 1817 O. Y•trrm d+'•�+w SECTION 8.8 0 0 0 0 0 0 0 O o 0 0 0 0 0 o Q is •:.•.• m.w, hussar ctan d atq es tkmlr ro provld•d. deflon did T-CAAu04aCu.nl..WoddHlpnal hoar a death. A 9 16 7.33 5.22 5 13'-6' 26 Tbirrl0' 3 5'-7' 3 3'-2" 4 13'-6' 3 -6' 4 r-O" 345 � � 9. t�w� IO M tAAo ftft KCTpe POW= THAT Tit CUNT ORDSO a ISAae 4' oWeih a Structure, 10 tw. oR.rrbN n .. ..... A.. A 4 '.HE : v c N sTtsL 5[LrION oxsr IRON r.y.orrr,eat 16' 8,25 5.88 5 15=6" 30 1106 Id 3 5'-7 3 3-2 4 IS'-6" 3 f -8 4 ILO 39 1AY L •NOTE9 -_---_ Aoa.em �"'•' 10. 1 Tc r N r 4• Tt?t M 1 T �p�e T[ fM( 0 • 'A •.•;A: '. Y: :A: •'• '. a'.: '.� •: f •' .•• • •, , ; 1'•s' 2 ry r-t--------------'-- ------ .i 1 rrw awW s . DETECT WARNMG d/Ke i�1 A rsA1'eo 9eAvr Thunc•'�"hwrSC r'Kil COMeKTiCitl�°Z Our '•WIhD e[T WKKCo 9E .e• T •� n •., .A,, L2 tz}.}' e• e•_ 2 9.17 6.09 5 I -6 34 6'-71oG-K! 3 5'-T 3 -2 4 I7=6" 3 i-B' 4 I'-0" 438 •,.i:'.••,. •. ••'' •�•'.','.i' P 4"long 4':•',a:••..• A ;••:i. .• ''• "ncab' CG-12 DETECTABLE WARNING SURFACE •� ,'.A, •,. i, O• „weed _' I I liers I ••• e B t• {t•,ype A mN Opal {AW i• vted ase 1 6' 2.75 3.01 f0 1'- 9` 4 �'to6'-10 5 5'-7` 3 3'-2' 8 I'-9` 6 I'-6' 2 1'-0' III > W ^ ':i;:';;':•:•'•'' •' y I oi­mwmcas&CC-?3mnde,4, r rarNur 8' 3.67 3.45 10 2-9 8 •7106'-10' 5 5'-7" 3 3'-2` 8 2'-9" 6 1'-6" 2 1'-0. 158 4) •'�.;•'�•►• :.'!': .. .' •'• ((�\\ -._-- r.p Hal,^ :p,'•,', ".'.":.A' ,•A, ,•..�,;..•,,•.•. Ary dter,at, method aandtoroq•, „ )/ I FRONT ELEVATION Try.° re" d"I0.1l be pNd " :` •,,,, .�pT TYPE A (PERPENDICULAR) APPLICATION A "; ; ;.A ,, J-•- TM bottom of the curb and C (7• meting +he °pptowl a Mw 6pn••r, , n�`� lli�/ _J c „r „�,�,�1 .iM co-x a ca-s St 4.de. •3tD, 1 Hard.on UoM, 10' 4.58 3.89 10 -9' 12 9^11511 5 5'-7' 3 3'-2` 8 3'-9` 6 I'- 6" 2 1'-0" 205 0� �1 quttlr may be construcled �• j •t� m y be wDetlty+ed For rM ossl iron � 1 D 2"05 1 „OW" p/MtWP" OF tPJ$WQIITAT04 � awiona lugs of shorn hereon. 3"d-lotr..Ph.41GNIKdI.d 12 5.50 4.33 10 4-9" 18 a'TOO 5 6-7 Is 3 3'-2" 8 4'-9" 6 e-G' 2 1'-0' 252 ' • • • . parohel to the slope of sob- Weld {Alba -131ba '- &«. Rib t n A h m• •urd tM kh rl of tM outldl pip• h hl h•. Item IM loot Wn to dram Subbase e.aW1e1. wep step, „•roe. DI -3C • v �--e• I 2,_O, wrlotl counel provided a °uoonnKlon wwbq o1a,a.q iv atM,trwn.e,m.pr,«tale,e.lru<ar.ww�lnesnapw.;m<.twm rise lx'.lz'91onI<nord.e,• ,l.M'.', pe.a.e.ne,"" 14' 6.42 4.77 10 5'-9` 20 alo8'•IO• 5 5'-7" 3 3'-2" 8 N-V 6 1'-6' 2 f-O' 298 minimum depth of T"la bcaww corerdart aq. O maw bpray.n,.raxM,gorpa„dm0olrolrI,er.+rvcNn.rM Cblh1/4-m••np90N0,"i•d.NM e'.,..:.'.: r,,..::�.:... ava,arelr. This onto maybe eonerNe maintained. STEEL BAST to Hons:s+pnao.a N•I,mwacan.+ruand.m, <o,o.+. nest br lmerl taping lnalNx+cwdad in tN p�u ad to, lM ut°cnn. tar. da 0.03 In1h.1mb.r4 mein T tar .lo e.b,+.« 18' 7.33 5.21 10 a-9• 24 VZ 5 e.5-7' 3 $-2" 8 6'-9" 6 f-6' 2 1'-0` 345 bloc. a Kto d- with IM dNm4 In.- on NNwar. cloth alcno.d 1umiY to rl-:•-r•-a •` ye `> ILL slmdod D-mg 01-me. at the option of the contractor rrtoN }'el}■4" w9. I}• 1-- �' Far d-slot• and wamnw roe sash w w,•K :a z arl+lde a,l,,,rtw.. I S' 8.25 5.65 10 TL-9" 28 5• 36'-10" 5 5'-7" 3 3'-2" 8 7-9• 6 r-6" 2 I'-0" 3 92 �' 4• SECTX)N A -A „ " DETAIL I DETAIL 2 DETAIL 3 EC-1 4 snesra 01-3c 20' 9.17 6,09 10 8'-9' 32 �'toC>10' S 5'-7 3 3-2" 8 8'-9" 6 I'-6' 2 1'-0 439 s <arvNCl«.. a-3A DI-38 This curs is lobe 0udwMn , f B design speed N 40 MPH or lace t--L -7 h--- E --1 t"-' L ----'I '� Denotes length of one (I) bar an Rwol highways and 45 MPH a, Note: Comb. curb a putter having a radius t'•'-�--I " "j �• i ii .7M less In developed urban a suburban of 300'or Ins (osrq foe of Curb) shall I _,,, -44 I C -�____- ' ,.;; �+•!r. "'a Notes All reinforcing bore fi be No.©. ' i;N I q M pald fa a rodl°ll com6k+atlon curb 9 a I __ areas. 1 SECTION C-C " A A A G guMer. } 1 H I H ` ems, FL. ' may. 4 1• All cast In place concrete to be Class A3. For acceptable alternate see Precast Standard Designs. [ d - ,I I W -1 A \ 2 • APPROXIMATE WEIGHT I I �• Comrek quanliflet shown are for depth (H)o15=2'withouf pipes. The amount displaced by pipes must 30 a 30 e w `, T This hem m be precast or cost In SECTION 8-B I I a •: � tt Y W plots, CAST I" FOR cost Ira, J L _, -u : •..: be deducted to obtain true quaMiflas. For inlets o1 different depths add or subtract 032 cur '-,-" -y- -I- _ _ �[ O J CAST IROH ONLY GnH, 563 t Ie1N. fa lit• In .09. -_. �I its. of concrete for each foot of difference in depth. d - N Z L 'Q ra .. en VN Both .46" N N .yrm it'kal 1'-I� -1- --II y hh - I} 3 concrete to be Gass A3 h cat In place, r W Z W 4000 PSI h precast. e1r, sp.uiN an ran Iti cart"a N wr.ee M elo,resw rIn Length of Angle Iron as shown on Sheet I Is to be L• 16"9 4.10 lbs. per ft. B O O d' Cr O W SIaNY .M lei. 7H 0or w Mr,"nr4 ame (bug wi ca• 1 , 1 F Z e,eawr r w .rota. r r w.ss• r .r hies w b w •ne .+r ronel.r. DETAIL WHEN USED B to Q }F+-+ W The •H•denetnlon tna.n an no tla.{ardt Ofd pecifi•d M M door will N (� DETAILS OF COLLAR AND GRATE mwlune r and. tnrKt o, In. pplfdl pip• ton.100 et t y wK er..Pon "n' lem;m a W ILI . n, n 11" wu, be llla•n a arei AOJACV(T TO WAS I �3++--ryl _ � U O (� � dlmen.m. ae otap0.lmota o" ror•etlmaiR,g pu'pONt ono lM a<I.I d- lon. WITHOUT GUTTER L 3t1 I 5 r N Z thdl MddW rM MO D) tM <On H9<IOr Irani Mid eOndlHOna •Nn IM,1 Ir WIN r • 7 Y•.bn, N<. ar m"1 I, to 0e IMF•° ,• eenWn SPECIFICATION .11e p.eel.. cure. Q F O W O W SPECIFICATIONE,� STANDARD DROP INLET REFERENCE rt:.brnmoos-1enmea ittes" Sheaf Iof2 SPECIFICATION STANDARD CURB DROP INLET H '"� s _0 w a REFERENCE COMBINATION 61t CURB a GUTTER 12 - PIPE MAXIMUM DEPTH(H)•10 233 SPECIFICATION i2-30 PIPE MAXIMUM DEPTH (H)=8 o U 103 VIRGINIA DEPARTMENT VIRGINIA DEPARTMENT 302 STANDARD CURB DROP INLET REFERENCE 233 VIRGINIA D-rF PARTMENT oEFrH 502 D 104.01 TRANSPORTATION 12 -30 PIPE MAXIMUM DEPTH (H) 81 2g3 302 IN 'l1 0 TRANSPORTATION 20103 VIRGINIA 0JPARTMENT 302 TRANSPORTATION 104.10 aaonxnb y. �/� rA� 104.09 TRANSPSRTATION F.bk �ite' 7 3.aww. 'Y ]N O SECTION A -A F.bb SECTION A -A 9' DEM'H SECTION A -A •Drtpq,r,l. cram for ea"[vF.trl r,Iwbllpy, M•Dbrnee•, 1a,..d p•.,,f.. I. PIP/ arch GIN bo. M4p/d, WTES rot .,,011ptt line INIaHef lams DNI- D 4 Ia eor•rn ..• "t.11W •inside IN marmot rlath lwt. N err, 3Kmesry Rees. h"teeall•n I.Wlnn9 veNDn eaerd etme wMr. M •Mrdl e, .MIKIm I. pewlhd m plon.,c.nw„ctm h to be w.-don<..,In Mh jp------ Deb112 enOrn ebovl. trench width cw• D jj��c•'//�_<�, •.I, as required a� •� OW 6" Ala. Schedule 40 Steel general baekfill 3eaY.tlY Ewer a be I latw undr al talon ca+ra slame n acco ao a • 1} general backfill .ern 'M .°Klik°°ma A 4. ' °a"' pipe filled with concrete 31 VBHH77-15BHC-11-77 . (see note) (see note) d Y Dry Hip MIN. DEPTH ••• ' "' ' and painted yellow �"%'2" CIIStOm Setter j aeot.nda Rip Rap °' •' ""c' (meter by FCSA) I cf.aaf Y �'^ O.D. O,D. SECTION B-B G^ulh 7 �+� 7' ' ",• ^ : standard flat top8" 8" 8" 8" 2' I cast in place access concrete l \ door, centered in for 4' diameter top (see note 1) manhole 24' select backfill 24° select backfll a UK Tn" seOWn she.., w Pan, o, normal lid. Moos. Wit- Odlh, and depth 18 die. ' I concrete `•, rya varies 2' max. see note see note d Cnonrrt, dt<h o, nahyol q.omd. finished encasement l l 3, at property line g p see note 2 rode concrete ad Ir k xt ( ) r-6" sq. x 6" deep O.D, ,3" O.D. 6" SPECIFICATION STONE FOR EROSION CONTROL concrete +� �' skid d ;+r',• ,•r;•' 1/20.D. 204, 3 1 .' . , ,• t ,+ VIRGINIA DE RTMENT thrust block e',',1 ,1,;. 245 BOLLARD DETAIL roadway box ' ' E 1' + +,' • 3' riser section for 4' ES-1 +1 + , END -SECTION ALTERNATE END -SECTION 12"- 60" PIPE " CTS p0lyethelen0 1,',1 ,' e', diameter manhole 6" 6" W seV\ . , 1 , Hue.rd m outhi r+d-s.cna• N 1 1 rorb end tll ad W ise - mine tubing (Peru tall a ,+,I', ,•,• with cutouts stone stone 5aga.AmnW.nd-,•cNOM sawreonnn•r4-rcNn O IiI w/ss inserts at all 4" stone II ..- - - '"-- - O connections ! ---- x x direction of setting to be approved prior to installation x _ x r+� .- _ _ E Concrete to be --••-- -- Concrete to be "y STANDARD CONCRETE ARCH - Q 3' min. screw type 4000 PSI Min. 4000 PSI Min adjustable valve box 36" min. I - --___ - � 2" min. general backfll general bac�ll _IL S as required concrete pad V-6` sq. x 6" deep saddle with (see note) (see note) PLAN PLAN �j corporation stop location marker 4 I stone tvalve o main ( rc� B �C� B �1 .L 2" min. - 6" max. solid support blocks I water main under custom setter to main U, megalUgs O.D. O.D. P4�_� ball valve curb stop with PJ 5'stone bedding C14_,gqw/SSIns rt ,�-megalug 8 I ' -T I and MPI plasitc pug ,,, r -�' A S (CTS) both ends [b44-777 1 ^� 4" stone w/ SS inserts]; with 2' gate 24` select backfill 24 select backfili W screw type valve operating nut t ' (see note) (see note) p I- E r D i-- - 4 adjustable �, �'• ,;.T+ , ' SECTION X-X END VIEW SECTION X-X END VFW 1� Q) �y valve box NOTES: 1{ i,?�r yr�y i!� V Y stone stone to be minimum 6" ' `►.; ° +i st ; ; stone Q I 1. Access door shall be by Halliday Products yy 6+ END -SECTION pfutENS10t•IS 12 Z i of 6" above top of base 1 6" O.D. w v DIA . A B C D E - locator marker or our approved equal: , . F V stone I thrust block 18" to 24" i; ; ,• 1/2 O.D. i'. ; le 4" r-0" V-0' 4•of r-0" ` a In -traffic area -model no. S1 R3030 •••A 8`x 8`x 16" Solid block °' •,, ,e ,Art :' 'yr,;. • • y, • . 15' C r-3• r-9 4-0` z-6• 1 - _ - egalug b) In traffic area _ model no. H1 R2424 I r• r-9" 4• 3- r _ O (for valves 12" and larger) 1 24' V-Y r-6" 9-1' 4-0• - 8" 2. Water service crossing street: 6" 6. W I'- or 4' g P- 6a ' s-0 . •t a) Encased in 6" dia. SCH40 PVC or SDR21 pipe. concrete concrete 36, f-3• 5-3" 2'- " t%I " elf _o } +a 34k<Nr The piping shall run from one foot beyond sidewalk, Y 6• 2 2 3 across the street, to one toot beyond sidewalk. Note: this detail is also 54 2-3 5 9 4'ati '' ;Atli st y CONCRETE CRADLE CONCRETE ENCASEMENT b Install 12 ua a Insulated copper wire for line tracing) used for butterfly valves - 0 \ CUTOUT DETAIL ) 9 9 Pp ( g) SCALES N A mechanical Joint c -}- e �I swivel tee with (typical) from Corp. stop to into the meter box [wrap wire around 6" branch Corp. stop; wire to be taped to tap of PET at 10 foot ROTE: Pipe IlngtM •Shown on plant on intervale; come up Into meter box and terminate level Natty on Emo-Sed- desir SM., DRAWN BY: ✓. D. S. with angle ball valve]. NOTE: To be compacted to 95°h of ASTM D698 maximum density. to u Mta�ran � �+� Hgnt,t.ngtM wall a lesacee DY PROJECT NO. Nr d,ff.,•,e• N dm.ntim'D'. FIRE HYDRANT ASSEMBLY 1 1/2" and 2" METER INSTALLATION GATE VALVE TRENCH & BEDDING SLOPE DETAIL DATE' 8-6-01 Figure 9 Figure 8 Figure 1 SPECIFICATION Figure 6a REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS 302 VIRGINIA DEPARTMENT d TRANSPORTATION �102 OI SHEET 7 of 7 GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors respponsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utili{y" 1-$00-552-70 1. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall b f d' th f Id b h 1. 1.' t b'' th rk Th E ll II t h t 1 � • S;f� glad 4- 33 03 Apartments Shawnee Magisterial District e ven ie m e ie y eac con roc or prior o egimm�g a wo . e ngmeer wapprove a cu s ee s. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner.5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit Frederl*ck Count conditions imposed. % 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. Master FIRE & RESCUE Develop-m--ent P.lan," MDP-03-01 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by, the Authority. 3. Exact locations of water and sewer services on new Imes are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is responsible for the installation of water meters through 2 in size. Before a permanent meter is set, they require; 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. An application for service must be made and fees paid before work will begin. b. The Authority shall furnish and install all 5 8 , 3/4 , and 1 water services. c. For 1 1/2 and 2"water services, the Authority shall make the tap and bring the piping to the property line. The contractor is to furnish and install the meter vault assembly. The Authority will install the meter. d. The Authority will install all sewer laterals. 6. When an existing water main is topped for the installation of a new line: a. The Authority shall furnish all labor and materials to make the tap. b. The developer contractor must: (1) make application for the tap, (2) pay deposit (before work begins); 3 mark the location of the to 4 h g , () p, ()make final payment when the work is completed. 7. The contractor shall tie-in a new lie to an existing manhole by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ backflow prevention assembly, as required, installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout is required. 9. All fire lines shall have a detector double checkvalve backflowprevention assembly or a RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout is required. DEPARTMENT VIRGINIA I E ARTMENT OF TRANSPORTATION 1. All work on this Piro ect shall conform to the latest editions of the Virginia Department of Transportation (0OT) Road and Bridge Specfc1ations, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right, -of -way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT s work area protection manual. Furthermore, all traffic control flaggers must be - certified in accordance with VDOT s Janu 1994 or latest edition f d Bridge ' ary, ( t e t on o) Road & r dge Specifications, Section 104.04 C. 4. The developer shall be responsible for relocating, at i e an an all utilities, i his expense, d u to including traffic si nal P P g P Y 9 oles 'unction boxes controllers etc. owned b V.D.O.T. or private till company. It is h sole res on i ili f t othe sb o the developer c y p' utility ' P ope to locate and identify utility facilities or items which may be In conflict with the proposed construction activity. V.D.O.T approval of these plans does not relieve the developer of this responsibility. 5. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of anyField revision will be responsibility of the developer, 6. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 7. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 8. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT win also require 48 hours notice for any inspection. 9. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at least daily during prolonged rainfall, and weekly when no rainfall event occurs. 10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities at conflict points. 12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by V.D.O.T. 13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT Inspector prior to placement of fill. Where CBR testing is required, a V.D.O.T representative shall be present to ensure the sample obtained is re esentative of the location. When soil samples are submitted to private labratories for testing, the samples shallprbe clearly identified and labeled as belonging to a project which will be accepted by V.D.O.T. and that testing shall be conducted according to applicable V.D.O.T. standards. 14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 27. of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. 15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 17. Prior to acceptance by VDOT of any streets, any required street signoga and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on V.D.O.T.'s approved list. A copy of this list may be obtained from the District Material Section. Contact the local V.D.O.T. residency office with any questions regarding sign material and placement. 18. The developer must provide to the local V.D.O.T. office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right of way must be provided to the local V.D.O.T. residency office prior to acceptance of the work. Units and total prices may be obscured. 19. Aggregate bases and sub -bases shall be placed on the sub- grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in V.D.O.T.'s Road and Bridge Specifications (Section 304) and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 20. Asphalt concrete pavement shall be placed in accordance with the latest edition of V.D.O.T.'s Road and Bridge Spceifications (Section 315). Density will be determined using density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In addition to checking stom depths, a V.D.O.T. representative shall be notified and given the opportunity to be present during the construction and testing of the density control P. 21. Approval of these plans shall expire three �_T years from the date of the approval letter. 22. CG-12 Curb Ramps (Persons with mobility Impairments) should be constructed at locations as shown on the plan sheets or as directed by the V.D.O.T. Engineer/Inspector. TA4P 75 ((A)) Zoned: RP Proposed Use: Garden Ap,art-m--ents Vicinity Map Scale 1 "= 2000' August 6, 2003 1 11117103 REVISED PER F. C. S. A. COMMENTS DID. 11113103 JLC RAM 2 12110103 REVISED PER F. C. S. A. COMMENTS DID. 12109103 JLC RAM p1bert w. difford 0• >: GreenvAch PHONE:Fredericksburg, Virginia 22401 1 898-0115 . 1 898-2115 Virginia Approved :March 19, 2002 EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. P 1 P 1 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Departureot of Public Works witi grant approval to initiate land disturbing activifies. 3. Prior to release of buildingpermits, the following items shall be completed: Pe � 9 P a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance syster.;, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included -ith the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction eriod. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have s base installed g p Ar h ed a tone t the i remain d calendar da s a e earliest possible date after establishing rode. No area is to ma denuded for more than 7 P 99Y when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected oreu. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Christine Strecky Verizon 404 Hallandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Jermaine Brooks Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman associates, inn. PST H OF • aster C luality i 117East r icca MI Street ALD A. MISLOWSKY. R. NO. 020674 Winchester, Virginia 22601 Zl � 1 PHONE: (540) 667 2139 A3 FAX: (540) 665-0493 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SKEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION CONTROL PLAN 4 LIGHTING, LANDSCAPING and PHASING PLAN 5 SEWER & STORM PROFILES 6 STORM .& WATER PROFILES 7 MISCELLANEOUS DETAILS A WING: THE DEVELOPER SHALL PR VI0 DE THE FOLLOWING: 1. BENCH MARKS WITHIN THE SUBDIVISION ADEQUATE FOR USE BY HOME BUILDER TO GUIDE LOT GRADING AND FINISHED FLOOR ELEVATIONS. 2. AS BUILT PLANS OF SUBDIVISION IMPROVEMENTS TO THE DEPARTMENT OF PUBLIC WORKS AS SOON AS CONSTRUCTION IS COMPLETE. Owner/Developer: H & W Construction Co. P. 0. Box 2468 Winchester, Virginia 22604 (540) 667-3752 Approved by Frederick County Zoning Administrator Y� -a 12 -/�. -0 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Project Number: Sheet Number 1 of 7 .42' STA 4+60.41 EXISTING °o00O{iI RIM 720.75 CP ®�1.00 ^ IRTIN 708_0 INV. IN=718.I® 8 I ER II I I( II {{ -1 20'- I "o OUT=7140 l0 1 1 INAWNEE VI LLAGE U E: NGLE FAMILY RESIDE IALI EXISTING ZONED: RP -4 20'-15" CMP 05.0MH-1 ss%,P {i I i - I IM 721.00 I INV. IN=721.00 I �I RIM 726.10 PAk LINVERT RT IN 711.20 6" SEWER LATERAL V. OUT=720.00 INVERT IN 709.70 (2)8" SEWER S' S3 UT 71LOO-SM--SEWH2-' --- - INV€RT._OUT_ 709.50 EX. 81 SEW \`�9c 924 9 _ CONNECT TO EXISTING \ /C R "3.58 WALKING TRAIL 9 6.61 E 57.41' S58,35'S9aE I I DL INV. OUT=709.05 I I IINVERT IN NVERT OUT 711.70 711.50 8 SEWER EWER S60'29'33aE 86_47 - _ ` - 136.28) 1 d a C CONNECT TO EXISTING WALKING TRAIL 32 52 E , a r-- - - - - - - - - - 1 �\ --A07.3-- - - - -- - ' \ 7_. - - _- co _- - \ INTERIOR EN11AL SCREEN INV. IN=715.50 T-_ FT RIOR RESID - - - - --------------€ND--SECTTBN-RE 8------ Jr"" HW PVC SDR35 0 0.72% �C � l 1 l 00 2vNACE130 \ " lu 50 F1 REAR ETBACK LINE_�_ \ VC SD 128Z - t ) � , � 5 --- - _ �'''-- $ A. ° . -" DUM PAD- WffH-6-FT.- kllnO�, ri E r \ t- I _HLGH IIPP�RUEB(�ARn FFNC� - - 1 I DUMPSTER PAD WITH 6 FT _ �, r: `IZ " 4" SEWEI�LATE WITH DOUBLE -SWING GATE. 1 1 2% HIGH OPAQUE BOARD FENCE 86 % ,..:f. � 50:2 L \ _ _ _ _ `�I5 -4 SEWER LATE SLOPE 44.37% 10 18 CPP WITH DOUBLE -SWING GATE .� 1-FlRE �. SLOPE 16.22% » 1� :s " 0' - 115 ASSEMBLY , M s, 45• 4 SEWER LATERAL 6 4 SEWER LATERAL �1 1 �.�_F�T 15-- T y POLE MOUNTED NNVDICAP P ING 1 /AEASEMEN 22 1 2' EL. F SLOPE 10.70% 1 ,� / SIGNS INSTALLED PER WRGI SLOPE 34.61 %.. l,y, 4 SEWER LATERAL STATE CODE SECTION 36- 11 �. 1 L - z SLOPE 15.34% 19 REQUIRm) B�'DC'a C T ^Ij ' I BLDG A 1 N !� A� m: $ 122 90' EL I 1-FlRE $ 120 \ \� ,- B6 BLDC� D a 1-FIRE nW. AZ T. / 1 #� 124 M. ASS'Y \ C-AryA /e'► p LANE FlREx ^�' 50.72' 1 2 "T/2 WATER METER i - • - rz, 4" SEWER LATERAL R M. `� r� WATER SERVICE A I , _. N1C"=� \Z 2 \ u, 1 1 2" WATER M ® :5 SIB _SLOPE 6.59%_ / / Z -' a FIRE / FlRE I E R TIP - / 1 2 \ ILANE I - L4NE 2 DRAINAGE E -4ul J � \ �� \ \ w ' i '-12 CG MENT - �'� T ` . , - .. � ��F._ DEWaLK'_; � �� 1,-. 45 EL V � 11 r� � z _ I � TO 20. ��� l 1 1/2" WATER METER b a 45. I h� 1 "1/2" WATER /y gg, 2 WATER SERVICE _ - G ��, \ qI \ E l 'R TYP. bb 4 6R 2 45' EL .�Qy SERVICE N TAP' $ °- g _ n�. ifYP. TYP x - - _ ?1 6' 2 WA WATER METER 1 1 c 1--+811Y Mc�-�21 WATT, N 2�' 1 1/2 1 I o I P1JC SDR21 WATERIkAlN `° N N `�' 2 R TYP _�' LaD NOT � g v 1-FlRE .tl�1?R�L►LY - - `D - - - - - 2 TAP _ _ 2 R TYP. _ 45' EL S/Gly REq 1 N > \ 1-8 z6" REDUCER y -� I 66, 1 Claytor 75-A - 78A Zoned.- RP Use: Vacant .. C11 ifYP. 1-8" G K MH-3RIM ; >� 1 - \ SOR21 20 LF 8 PVC LATERAL INV.1N=720.20 �� ,R I 1 i _ 20 DRAINAGE EASEMENT _ -� - PHASE A 15 NUNS DRAIN ❑ W/ 1 NHS' 1-6' G.V. / ti ❑ _ ❑ INVERT OUT=720.00 11 11 4' EL FED STRIAN GRATE 'R TYR 20 LF 6' PVC ' PVC 6" SEWER LATERAL SDR21 PHASE D / 20 LF 8R IT SLOPE 0 8.0 1 I ' II SDR21 PHASE B A: C 8g 7(' , / V ` _ 40 ACW ROAD EFTICI --- - y 121 8 PVC SDR21 / / ` ` ENCY BUFFER - - a O/ �� o / 20 DIWNAG `~ WATER MAIN '--4--20'00' 1 � 14 I /V3¢ �, / E EASEMENT :. R TYP. 001_+ ...22.0 1 z -_ 1 `1S�6y % -` . / 0' 1 Zp pO' - 20 ,R, I ` _ 126.92' -22 1 ! _-- �� \✓ `` c� -- MAILBOX 1 N67' 26 1 -FIRE WATER EASEMENT C o -.. •5R , 0 20 FT. - �, ASS'Y. �12 _ 40 ► S ELT l V 42•SO 50 V \ �,� _ _ - _ _ _ INACTIPE ROAD EfTICIENCY ~' 1 40 `'`- ' kbEl wlACK - e 1 _ 20 FT G - - _ _ _ N C3 _ -EXISTING CALEDON COURT EX. ARE HYD, ASS' RADING SNAG ~--" D E EASEMENT - _ �' FlRE �-' "�� EX. 8' PLUG T-r LANE EX. JOINT PIPE n -� EX. S• G.V. P BOX PROJECT SUMMARY TAX IDWRCA11ON NUMBER 75-A-86D EXISTING PARCEL AR 6.9638 ACRES ZONING RP CURRENT USE VACANT PROPOSED USE GARDEN APARTMENTS DISTURBED AREA 5.51 ACRES S0,1ACKS REQUIRED PROVIDED FRONT 35' 80.87' RECREATIONAL UNITS: SIDE 50' 50.52' THE MASTER DEVELOPMENT PLAN PROVIDED A PAVED WALKING TRAIL TO SATISFY REAR 50' 50.05' THE RECREATIONAL REQUIREMENTS OF THE ENTIRE DEVELOPMENT A RRON OF PARKING 5' 5.5' THIS TRAIL IS BEING INSTALLED WITH THE SHAWNEE VILLAGE SUBDNI N. BUILDING HEIGHT 40' (MAX.) 35'(+/-) BUILDING SETBACK TO PARKING REQ'D. 20' BUILDING SETBACK TO PARKING PROVIDED 20'+ MINIMUM BUILDING SPACING 50' LEGEND BUILDING SPACING PROVIDED 50'+ APARTMENT UNITS PER BUILDING 16 12 PROPOSED CURB do GUTTER ----------------------------- GROSS BUILDING AREA 21,048 SO. FT. 19,206 SQ. FT. NUMBER OF BUILDINGS 1 4 PROPOSED CURB it REVERSE GUTTER - - - - - - - - - - - - - - - - - - - - - TOTAL BUILDING AREA 97,872 SQ. FT. PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 2A) - - TOTAL APARTMENTS 64 -- - FAR ALLOWED 1.0 PROPOSED CONCRETE AREA -------------------------------- - = : ► .:+ .__ FAR PROVIDED 0.32 PROPOSE) GRASS AREA -------------------------------- NUMBER OF BEDROOMS PER UNIT-2 PARKING REQUIRED 144 (®2.25/UNIT) PROPOSED EASEMENT AREA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - PARKING PROVIDED 145 SPACES ZONING BOIINDAK( - ZB HANDICAP SPACES REQUIRED 6 HANDICAP SPACES PROVIDED 7 U1TU1`( PEDESTALS --------------------------------------- �T E TOTAL PAVEMENT AREA 50,139 SQ.FT. TOTAL SIDEWALK AREA 12,811 SQ.FT. EXISTING STORM DRAINAGE &STRUCTURE - TOTAL BLDG FLOOR AREA 36,132 SQ. FT. PROPOSED STORM DRAINAGE & STRUCTURE ------------------ MINIMUM LANDSCAPED AREA 50% 3.48 AC. LANDSCAPED AREA PROVIDED 4.69 AC. 67% PROPOSED WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - wt-- ALLOWED APARTMENT DENSITY 69 UNITS (®10/AC.) EXISTING WATER MAIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- DENSITY PROVIDED 9.2 UNITS/ACRE PROPOSED FIRE HYDRANT- ...------•------------------------ MIN. LOT AREA PER DENSITY UNIT 2000 SO. FT. LOT AREA PROVIDED PER DENSITY UNIT - 4,740 SQ. FT. PROPOSED GATE VALVE do BOX - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w+-- PARKING LANDSCAPING EXISTING SAN. SEWER AND MANHOLE - - - - - - - - - - - - - - - - - - - - - - -a-- PERIMETER TREES REQUIRED 25 (0112000 SQ. FT. PVMT.) PROPOSED SAN. SEWER AND MANHOLE - - - - - - - - - - - - - - - - - - - - - - -s+- INTERIOR TREES REQUIRED 15 (®1/10 SP) (145 SPACES) TOTAL TREES REQUIRED 40 PROPOSED UNDERGROUND ELECTRIC SORVKE ELEC TOTAL TREES PROVIDED 47 PROPOSED UNDERGROUND TELEPHONE SERVICE - - - - - - - - - - - - - - - - TEL (-- PARKING LOT LANDSCAPING REQ'D. 2507 SQ. FT. ( 5%) PROPOSED GAS SERVICE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GAS PARKING LOT LANDSCAPING PROVIDED 3520 SQ.FT.(+/-) t, ^ o a ^ N T fN G L 4 FT I W K YIELD \\ "' - 90, v EL TO PEDESTRIANS SIGNAGE CONNECT TO IX1ST11VG SIDEi \\� �` ----_ �''-- 823 FT. OPAQUE BOARD FENCE _ - - PROPOSED ENTRANCE \\ 'VA. s�C - -..- X -� `1� ` ` - _ _ _ SIGNAGE RT'E' - _ _ � 75 S.F. MAX. AREA \ _ K o MAX. HEIGHT=35' 2" SM-ZA AS holR t \ ' - - - _ ARIA 6" 21-B Aggregate _ - _ /NV =698.35 X - - _ _ _ R/W) ._ x X - _ _ _ _ MPS _----- TYPICAL HIKIN Z61KING TRAIL SECTION Hack N.T.S 75-A - 788 SIDEWALKS TO BE 5" CONCRETE Zoned: RP ON 2" 21 B OR PER HIKING- USe: VaCan t BIKING TRAIL SECTION. NOTES: _ ` - /►�� NO STEEP SLOPES (507.) Ci9APH/CSCALE 1. Ali SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE EXIST ON THIS SITE. 30 15 O 30 60 REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 12A. DWELLINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310, USE 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE GROUP R (RESIDENTIAL) 0 FTHE BOCA NATIONAL BUILDING CODE/1996. NOTE: THE INTERNATIONAL TRIP GENERATION NOTE: WATER MAIN TO HAVE 3. ALL REQUIRED EGRESS SHAH BE ACCESSIBLE ACCORDING TO BOCA BUILDING AND RESIDENTIAL 2000 CODES CAN BE UTILIZED THROUGH MODIFICATION UNTIL ADOPTION. MINIMUM 48" COVER. AND Al17.1-92. 12B. SECTION 904.9 OF THE VUSBC SHALL ADDRESS THE oUTOMATIC ARE SUPRESSION SYSTEMS FOR THIS TYPE ITE, S r EDITION ESTIMATES /N FEET) 'ilifS 8fTE AT FULL DEVELOPMENT 1 inch = JO ft. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL BUILDING AND SECTION 707 OF BOCA SHALL INDICATE THE ARE WALL RATINGS. WOULD GENERATE 424 TP.D. FEATURES EXIST. 12C. BOCA SECTION 1107.4 SND CABO A117.1-92 COVERS ACCESSIBILITY REQUIREMENTS FOR USE GROUP R H STR top 5.ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIREU8E CODE Storm Inlet Summary to Cul out MARSHALL REQUIREMENTS. 12D. STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION AND REVIEW SHALL BE SFAI.ED BY A VA LIC. Culvert Summary DESIGN PROFESSIONAL AND CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION SHALL APPLY TO THIS TYPE. Str. No. Inv. In Inv. Out Inv. In. Top Dv. Type Throat INV (ft.) H(req'd) 6.ALL UTILITIES TO BE PLACED UNDERGROUND Culvert Inv. In Inv. Out L(ft) D(;n.) S(%) Type 13. PROVIDE ARE LANE STRIPING AND SIGNAGE IN ACCORDANCE WITH ARE MARSHALL REQUIREMENTS. 1 717.45 714.00 71 15 4.86 CPP 1 717.55 717.45 - - 721.75 DI - 38 8 4.30 3.92 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES 2 721.70 717.55 151 15 2.75 CPP 2 721.80 721.70 -- 726.00 DI - 38 8 4.30 3.92 OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 3 722.40 721.80 43 15 1.40 CPP 3 722.50 722.40 -- 727.50 DI - 1 -- 5.10 2.42 &HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 4 722.90 722.50 55 15 0.73 CPP 4 -- 722.90 -- 725.50 *1D -- 2.60 2.42 9.SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM 5 715.50 712.80 60 24 4.50 CPP 5 -- 715.50 -- 715.50 ES -- -- PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 75 S.F. 6 725.30 724.00 6 24* 21.67 RC 6 -- 725.30 -- 715.50 FLUME -- -- -- 10.NO OUT DOOR STORAGE AREAS PROPOSED. 7 720.00 718.00 5 24* 40.00 RC 7 -- 720.00 -- 720.50 FLUME -- -- -- 11. FIRE LANE MARKINGS AND SIGNAGE ARE REQUIRED AT ALL ARE HYDRANTS, ARE 1 8-11-03 REVISED STORM STRUCTURES 9 AND 10 CULVERTS 10 AND 11 8 721.40 720.20 5 24* 24.00 RC 8 -- 721.40 -- 721.90 FLUME_ -- -- -- DEPARTMENT CONNECTKAIS AND ALL AREAS NOT DIL.ENATED AS PARKING THAT 2 11 17 03 REVISED PER F.C.SA COMMENTS DTD. 11 13 03. PROVIDE INGRESS AND EGRESS EITHER TO THE BUILDING ENTRANCES/EXITS 3 12 10 03 REVISED PER F.C.SA COMMENTS DTD. 12 09 03. 9 703.50 693.00 59 15 17.80 CPP 9 709.80 703.50 710.00 712.50 DI - 1 -- 9.00 2.42 AND/OR VEHICULAR TRAVEL WAYS. 10 709.90 709.80 13 15 0.77 CPP 10 710.00 709.90 -- 712.50 DI - 1 -- 2.60 2.42 11 712.45 710.00 105 15 2.33 CPP 11 -- 712.45 -- 716.65 DI - 3B 8 4.20 3.92 12 710.50 710.00 81 15 0.62 CPP 12 -- 710.50 -- 713.00 DI - 1 -- 2.50 2.42 T H or 13 716.00 714.25 27 15 6.48 CPP 13 -- 716.00 -- 716.00 ES 0.00 3.92 �P 15 713.60 712.00 8 24* 20.00 RC 15 -- 713.60 -- 714.10 FLUME -- -- -- All CPP Culverts to be Grumpler Smooth Core or equivalent *ID IN LINE DRAIN Id A. Mislowsky, Jrz * 2' FLUME o CERTIFICATE NO. - v LO 06 �3 � ( RE6IST RED PROFESSIONAL _ ENGINEER _ L STREETSIGN REQUIRtll m. STOP �IGN REQUI ED G- St 2c 'f No. I DATE I BY I DWD•1 REVISIONS gilbert w. clif f ord & associates Shawnee Village Apartm en is Engineers - Surveyors - Land Planners - Water Quality a division of Patton Harris Rust & Associates, pc Site Developm en t Plan 150-C Olde Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 Fredericksburg, Virginia 22404 Winchester, Virginia 22601 PHONE: (540) 898-2115 PHONE: (540) 667-2139 FAX: (540) 898-3230 FAX: (540) 665-0493 FREDERICK COUNTY /1/7' T • TIT I DATE- 6/061C VII?G/N/A of 7 \_ EXISTING h 20'-15" CMP ®/-J-0 INV• IN=718.2 - 1 \\I\\ OUT=71 ••00 + `\1-- \ \ / I AWNEE VILLAGE 726 n\ \ I � j U E.TINGLE FAMILY RESIDE IAL _ 720 IXis11NG I I ZONED: `�R\P \ \6 �0 `.14.25 t / 20'-15 CUP ® Q _ _ - - \ , EC-i �C 1 REQ�D.\ 1 1z1 I1 ( I %' 01/1//rr J-1 irf' i \\\ \ \It 1 ' A r RIP 8,��!=t , I INV IN=721.00 ' i i , _ I _ _ _1� \ , , \ \ 1 I ' I I i � I�- / • - -- � INV.`IN=7d8 0 I P DE Rl RAP Ch�ANNEL i�I `, � INV. OUT=720.90 "1 - -_� 1 r , I r� / /rr r� I _ �` �\ `\ \ I I ( f I L 1 RiPRAP L-22, W=i/I%�' -�-� .-= r -- - �� �\ \\ I I'I ___/'...c�L _ TE SLOPE �1FEP �LOR� ,PROTEC1101 i \ �' < \ /pR AN '� - �u a�) \\ \ \ I s e� n.�+� \ 1 i \\ �, � -.\ �CC i RIPRAP L� 8 ,, W=Gt `t � i t \ \\ \\ N. V0 10 -700 Iilni�i lliitu[ A y - 1� J r I v, - Y 4 r 1 ` 1 ,-- •....• ., k •;� �V •.-> 218 _ __. _ 72 + � 71 r � , _ 32- pJ 1 �/ ,, / ' �.iQ FT - \ \ \ \\ \ ` \ \ \\ \\ ` S4 y \ _ \ �� Y \ 18 CPP -, EASE _ � I _ �28- 1 �'_ F 142 / - T/Ci �'e •4 49� i NT Ex M�- Z % \ 7 ST \\ t p ` ' \\ \\\ � �o \\\ .L m \ 'Fr. 728.2 - - / ly EX. \INV., OUT 2.99 , FF- 22..7.E n� { 00 \ 2 1 `\ \ \ \►\ \ \{ t t 1 i �' o t T/C 7r4.25 . y tt i i i \\ vLO IL _ \ - \ \:�` .,,� 1 O 1 \ __ t _ T C 1 �,. - - .,_ --' - - '- ,^ , ;_ - \\, \� ,� .e .�sT __ /EX.--DR�i/ '_ / I /1 1 --I--• � � l - \ r - _ EMENT -- I - q7 'i l / I '` \ \ '\ ...._,.. \ ..r ✓' TIC 714.45 - - -Y., ; `..® E VACATED / _ // ,� / , J- - 4 " 1- o \ \ - r T C 7�,4.60 t \`,�' `,ti \ \ ♦\ ?SO L ca \ G \ �. RiPR4P/ L NING v \ \ \ \40 \ - t / l RIP 5 - -- -= - -- - y1P� S / - _ -, pry G� Ql RI CHANN tlNl q «. ,� \ \ ,� � I 1 - - " W � _ � L 21 � � \ \ \ 'AI L=8, =1.0 \..'� �' \ \ �. N 21 Wq .■ s > '� J ( / A\ \ - 13.40 � N 00 ,•.•_ PVC 1 \ 8 WA. \ .� dal% ' j'r Z$ \ \ \ i �_ B _ -`\\ ,` •-lid. _ �1- 8 y - - • / I ' / y. w 1 \ I _ 2 / - - y • J. \. TIC t` T W/ `� l Will MR-= gn in 13'C «i '• `h GRATL��` RIPRAP C LINING � •\ \ , \ , \ � : � T 27 \ ' [.0 \ -- -- _ 2' fir' \ T� \ - - - `RR(NDE IWPPAP CHANNEL UNING _ _ - �' .� \ ` \ \ ��L-1= \ \ \ \ 727.7 It \ E C 72 CL 1 P1PR4P`'L--1Z W=10 ` \\ 1 . ` t 7ClENCY j \ \\ \\`\ F�,7� �' T�� 3 \ i I J 4 a ' �„ i - WEAIIII \ \ \ \ \ \ \ \ I 1 ` •..• � \ •, \\ \ \\ r �; _ : _ � i • °� ems, \ 1 '• �\ � / :F: ' I ! L--- ----� - \ 20, t - + 668 PS - soft clgytol- / `~ 690_ \ ` \ �' \ 't r / °�'' ee►'ftIII* -�_ \ ! ' P /, , �`G , ti : �� _ 20 WATER C ec9� RP / _._.._.__ -s9j `� \ - -_ic�EN�yeu�► '`q �- PAD E ' EMENTT r .(1Se t l STEEP SLOPE PROTECTION 1 \1 \ , _ ' - f . - - sJ _ .ylk 1 _ - - _ L ` \` �• GRAD & �\ C, A. ! ► �* M M �-+..-.. LEGEND STORM STRUCTURE-----------------------------•----------10 EXISTING STORM DRAINAGE & ST�RLIC�TLIRRE " " " . " - _ - - - - _ - PROPOSED STORM DRAW & JII�W (LIRE " _ - - _ - _ - - - - - PROPOSED CURB do GUTTER ----------------------- DRAINAGE FLOW ................................... EXISM GRADE ................................. PROPOSED (MADE -------------------------------- TEMPDRARY GRADE -------------------------------- i DRAINAGE AREA LABEL ----------------------------- DRAINAGE AREA -------_------•------•----------- ,... ...<, .,... ..,.. .�. .... .... PROPOSED EASII AREA ....................... - - PROPOSED SILT FENCE --------------------------- SF CONMTION EI I'I(;E ------------------------ It yIl.tt}}2f; s• RIP RAP CFWNNEL LINK -----------•-----••-•---- INL.ET PROTECTION - ` - • . . . . ... . ..... . . . SW SLOPE PROTECTION .................... �Cf/ ROCK Fll1ED CHECK DAM .................•.._-... WCD TEMPORARY DIVERSION DIKE - - - - - - - - - - - - • - - - - - • - M 4 Dp �.-- Culvert Summary Culvert inv. In Inv. Out L(ft) D(in.) S(7) Type 1 717.45 714.00 71 15 4.86 CPP 2 721.70 717.55 151 15 2.75 CPP 3 722.40 721.80 43 15 1.40 CPP 4 722.90 722.50 55 15 0.73 CPP 5 715.50 712.80 60 24 4.50 CPP 6 725.30 724.00 6 24* 21.67 RC 7 720.00 718.00 5 24* 40.00 RC 8 721.40 720.20 5 24* 24.00 RC 9 703.50 693.00 59 15 17.80 CPP 10 709.90 709.80 13 15 0.77 CPP 11 712.45 710.00 105 15 2.33 CPP 12 710.50 710.00 81 15 0.62 CPP 13 716.00 714.25 27 15 6.48 CPP 15 713.60 712.00 8 24* 20.00 RC All CPP Culverts to be Grumpler Smooth Core or equivalent * 2' FLUME A1-RIPNV' yy`II 20, \ \ 72G-, \ \\ \\\ \\ \\ \ \\ \\ -Hack \ \ \ \ \ _ 1 i_ \\ \ �J5-A -'788 \ t ,honed.` RP \ H STIR top Storm Inlet Summary to Cu/ out Str. No. Inv. In Inv. Out Inv. In. Top Elv. Type Throat INV (ft.) H(req'd) 1 717.55 717.45 - - 721.75 DI - 3B 8 4.30 3.92 2 721.80 721.70 -- 726.00 DI - 3B 8 4.30 3.92 3 722.50 722.40 -- 727.50 DI - 1 -- 5.10 2.42 4 -- 722.90 -- 725.50 *ID -- 2.60 2.42 5 -- 715.50 -- 715.50 ES -- -- 6 -- 725.30 -- 715.50 FLUME -- -- -- 7 -- 720.00 -- 720.50 FLUME -- -- -- 8 -- 721.40 -- 721.90 FLUME -- -- -- 9 709.80 703.50 710.00 712.50 DI - 1 -- 9.00 2.42 10 710.00 709.90 - - 712.50 DI - 1 - - 2.60 2.42 11 - - 712.45 - - 716.65 DI - 3B 8 4.20 3.92 12 -- 710.50 -- 713.00 DI - 1 -- 2.50 2.42 13 - - 716.00 - - 716.00 ES 0.00 3.92 15 -- 713.60 -- 714.10 FLUME -- -- -- *ID IN LINE DRAIN L NUNN ® k \ / I \ J \ / \ I G StR 20 i , Use. vgean _ _ __ - _ _ _ r \ \ 735.80 735.80 \ I Z L/N/NG, W 0 STANDARD DITCH SECTION Shane vlllaae ants 11 Ditch Detail Summary Ditch 1 2 3 4 Begin Sto Culvert 5 9 Culvert Culvert 13 IX Culvert End Sto Exist INV Culvert 5 Culvert 12 West prop line Side north north east west north west Ditch Type v Trap V V 6= Base Width ft 0 4 0 0 SS x:1 3 3 3 3 d= Depth 2r+0.5ft 1.1 0.8 0.4 0.3 D=Mimimun ditch de th ft 1.5 1.5 1.5 1.5 Lining Type EC-3 EC-2 GRASS EC-3 W = Minimum lining width ft 10 12 6 6 Anchors per s d 2.0 2.0 NA 2.0 - Year Vel(ft sec 4.88 1 3.78 1 2.53 1 5.91 , R,4PH/CSCALE 30 15 0 30 60 IN FaT Iinch =30ft. OUTLET PROTECTION SUMMARY Culvert Width Length Depth Class 1 6 10 1.7 Al 5 8 6 2.2 i 6 5 20 2.2 1 FLUME 7 5 12 1.7 Al FLUME 8 5 22 1.7 Al FLUME 9 10 12 2.2 1 13 10 8 1.7 Al 15 10 8 1.7 Al FLUME (All dimension are feet unless noted) NO. DATE BY C-K'D. P�' H O F REVISIONS PFWNJECr Na filbert W. clif f ord & associates ,Shawnee Village Apartm en is SHA Hr A. Mislowsky, rz DATE. O CER FIC TE NO. - Engineers - Surveyors - Land Planners - Water Quality 0810610.3 SHEHEr J t t 0 3 a division of Patton Harris Rust &Associates, Pc Cra ding & Erosion Con trol Plan GIS ERED PROFESSIONAL 150-C Okie Greenwich Dr. (P.O. Box 781) 117 E. Piccadilly Street -Suite 200 ENGINEER d reerickb su Virginia 22404 Fredericksburg, 9 Winchester, Virginia 22601 PHONE: (540) 898-2115 FAX: PHONE: (540) 667-2139 7 (540) 898-3230 FAX: (540) 665-0493 FREDER/CK COUNTY l//RG/N/A 1 1 1 I Claytor 75—A —78A fse o ed.,RP Zvcant I I I 1 1 .777SG- \ ` \ VIA. � � -� i�r ,-.� � ` MATCH END Of FENCE AND ..� TOTAL — _ _ '*\ S� �C - -` ` LANDSCAPING PR01�1Dm BY UNITS PER PARKING PARKING PARKING , — _ —2~�� �- X --_� PHASE BUILDING BUILDING REQUIRED PROVIDED PROVWED \ \\ _ — _ -� TA L ,c A A 12 27 31 31 \\ — _ _ — ROAD B B 12 54 25 56 DECORATIVE LANDSCAPING CALCULATION C C 12 81 27 83 D D 12 f27 1NUMBER OF UNITS 64 /98.35 - - _ _ ` R/�/j _ X E E 16 108 35 110 ORNAMENTAL TREES REQUIRED 32 (1/2 UNITS) �; — _ _45 o LITHONIA KAD 400W MH 3-FIXTURE MOUNTING HEIGHT-20' ORNAMENTAL SHRUBS REQUIRED 96 (3/2 UNITS) D 08 10 M --- ORNAMENTAL TREES PROVIDED 32 NOCk _ _ --__ __------� o LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20 ORNAMENTAL SHRUBS PROVIDED 96 75—A — 788 v - _ _ Z- ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED Zoned: RP �r�•=�'� ` _ — _ _ � ` � `�� SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF-SfTE. Use: Vacant — — — CC 16 STIn RWORCaF>?{r BARS Ali FDQURES TO BE SHIELDED 13 ga WORe" TO PREVENT LIN SPILLAGE TES * 1'-0' O.C. OFF SITE MIT POLE TO BE GALMIZfD On p)�I WITH TAPERED TU131AAR SEWLESS %WT MIT POLE 1' TOOLED EDGES tfG1iT POLE BASE NO RLIB FINISH ON WTTH tXNfR PLATE SURFACE OF CONCRETE AND FILL N OM WOOTH FISH ON AL EXPOSED CON(CE jfi (- NONStR W LOAD WACES. PAINT RUM GM YELLOW AABOW GRADE ANM BOLTS RIRNlSiiED s_o• FACE OF .` ,� -_' WITH MIT POLE. BOLT SIZE PROJECTION AND BOLT CURB FADE _-'� . �I ; aRCtE PER IIANUFACLURER'S REM ENOATION. 1' 6' tX1Nt iETE BASE j3 STEEL I MMICEMEIIT TIES 9 1'-0' Q.C. IETAIt CONDW AT 2'-6" 16 STEEL. ROWORCDIENT BROW GRADE TO PA E1- BARS k NOTE -- TO BE N METALIC COMM RKM ELBOW NOT TO SCALE UOT POLE YOUNDATION DETAIL Pone codomirde leaders Prune cross bra� s DO NOT stabs or wrap bunk urdess neces Remove all taps and keels Cut —rdb*v ropes Remove top of rive basket 00 NOT pone terminal leader or branch tips 1 / Widen and score tale crap a •4 f Remove container and ah circling Leave soil sal Pedestal — do roots if owtoner—grown, or as much not dig deeper than bd depth burlap as posshble B field grown IDig tale 2-3 times root bill width T= PiOl11lB D)gTAII, noK* Pone narrow crotch angles od rater spouts Prune broke, branches Pane suckers 2'-3' much kept away from trunk Sal well to contain water LKAM 1 D D boddil sail Parti* bocda, water to settle soil, finish bmWiRg for rater &air" TREE PLANTING SCHEDULE SIZE AT TIME OF PUNTING COMMON NAME ( PIN OAK f CAL. A 6' HIGH RED WAIF 2' CAL 0 6' HIGH FLOWERING DOGWOOD 2' CAL. 0 6' HK H LEYLAND CYPRESS MIN. 4 FT. HEIGHT AT PUNTING EASTERN RFD CEDAR MIN. 4 FT. HERIT AT PLANTMG FLOWERING CHEWY 2' CAL 0 C HIM t' FLOWERING CRABAPPLE 2' CAL 0 6' HCH EASTERN REDBUD 2' CAL A 6' HIGH 1► ►��1►Y1�1�Fy�lt 1: �►Y I [l''t.YN�I�iIi11��1 AS SPACING AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN lAgm QIJWTI Y 16 16 15 121 117 10 11 11 6' HIGH OPAQUE BOARD FENCE SEE DETAIL SHEET 40' ACT[W REDUCED BUFFER 40' INACTIVE Pro erty & RW Line Single row of evergreens, 8' on center, min. 4' tall at planting. TYPICAL ROAD EFFICIENCY BUFFER nts ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCI Y BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMIINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. PST H 0F`i k!ffZR5Id A. Mislowsky, Jty O CERTIFICATE NO. — R GISTERE� PROFESSIONAL ENGINEER _ Single Family Cluster _ 4' 1. 4' Apartments Double row of evergreens. Provide a mix of Leland Cypress and Eastern Red Cedar. Min. 4' Tall at Planting. INTERIOR RESIDENTIAL SCREEN nts O)TWA /CSC.4LE 30 15 0 30 60 ( 1N FEET 1 inch = 30 ft. QIJWTI Y 16 16 15 121 117 10 11 11 6' HIGH OPAQUE BOARD FENCE SEE DETAIL SHEET 40' ACT[W REDUCED BUFFER 40' INACTIVE Pro erty & RW Line Single row of evergreens, 8' on center, min. 4' tall at planting. TYPICAL ROAD EFFICIENCY BUFFER nts ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6' OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCI Y BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMIINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SO. FT. PST H 0F`i k!ffZR5Id A. Mislowsky, Jty O CERTIFICATE NO. — R GISTERE� PROFESSIONAL ENGINEER _ Single Family Cluster _ 4' 1. 4' Apartments Double row of evergreens. Provide a mix of Leland Cypress and Eastern Red Cedar. Min. 4' Tall at Planting. INTERIOR RESIDENTIAL SCREEN nts O)TWA /CSC.4LE 30 15 0 30 60 ( 1N FEET 1 inch = 30 ft. 729 726 723 720 717 714 LC 0 I 711,, LL 8" NER 708 705 U� 1z w n 0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2f70 MH 1 -MH 3 8' INLINE DRAIN 10' INLINE DRAIN 30' 12' INLINE DRAIN DUCTILE IR13N GRATE FOR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' THRU 6' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 D V V CORRUGATED PVC RIBBED PVC DUCTILE IRON GRATE FOR DETAILS SEE SHEET 4A ADAPTORS AVAILABLE 4' THRU D' VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC CAST IRON H-20 RATED GRATE FOR DETAILS SEE SHEET 4B ADAPTORS AVAILABLE 4' THRU 12' VARIOUS TYPE 13F OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SCHEDULE 40 DVV CORRUGATED PVC RIBBED PVC 15' INLINE DRAIN 18' INLINE DF 24' INLINE T10ATA1 726 723 ►9 7 7 DATUM ELE! 709.00 GRAPHIC SCALE 30' 15' 0' 30' 60' 1 /NCH = 30 ft. HORIZ. 1 INCH — .i ft. I ERM& 4' - 15' .na I IXUN M-" "ILL) UKR I G OR DETAILS SEE SHEET 4B ADAPTORS AVAILABLE 4' THRU 15' VARIOUS TYPE (F OUTLETS WITH WATERTIGHT ADAPTORS SDR-35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC DUCTILE IRON H-20 RATED GRATE FOR DETAILS SEE SHEET 4C ADAPTORS AVAILABLE 4' Z THRU Is, f N oC3 Z z¢ VARIOUS TYPE OF OUTLETS WITH WATERTIGHT ADAPTORS W Qz SDR-35 SEVER 0 J CORRUGATED POLYETHYLENE WZ a- --k SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC DUCTILE HM H-20 RATED GRATE L LE FOR DETAILS SEE SHEET 4C C d� Y$ ADAPTORS AVAILABLE 4' THRU 24' 0 -5,14 VARIOUS TYPE OF OUTLETS WITH VAT[]2TICi1T ADAPTORS SDR-35 SEVER CORRUGATED POLYETHYLENE SHFfTY SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 2 3w3 Q<QfV) UJ ��°" � � 3 w qa Ip o n 0+00 0+60 1+20 1+80 MH 1 -MH 4 General PVC surface drainage inlets shall include the inline drains, drain basins, and catch basins cis indicated on the contract draw— ings and referenced within the contract specifications. The cast iron grates for each of these fittings is to be considered an integral part of the surface drainage inlet and shall be furnished by the some manufacturer. The surface drainage inlets shall be as manufactured by Nyloplost, USA, inc. or prior approved equal. Materials The inline drains, drain basins and catch basins required for this contract shall be manufactured from PVC pipe stock, utili— zing a thermo—molding process to reform the pipe stock to the furnished configura— tion. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the piping system speci— fied. This joint tightness shall conform to ASTM D3212. Surface drainage products shall meet the mechanical property requirements for fabricated fittings as described in ASTM F794, F979 and F1336. The grates furnished for all surface drain— age inlets shall be cast iron and shall be made specifically for each fitting. Grates for 12" and larger drain basins and inline drains shall be capable of supporting H-20 wheel loading. Grates for drain basins and inline drains inlets smaller than 12" shall be capable of supporting light wheel load traffic. Metal used in the manu— facture of the castings shall conform to ASTM A-48-83 Class 308 for gray iron. The castings shall be furnished with a black paint. Installation The specified PVC surface drainage inlets shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class i or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and backfilled uniformly in accordance with ASTM D2321. * 45 - RISER BEND (BEND WTTH EXTENDED 801 TO COMPENSATE FOR SETTLEMENT) CASING CAP 6' CASING PIPE (C-900 OR DUCTILE IRON) 4' PIPE (SDR-35) • DUU!"ILE IRON CASING SHOE GRADE B FEET c'0�31Av" JR-3.5 H.W. TEE WYE DEEP SEWER LATERAL. Figure 15A 740 730 720 710 N Q t\ z Q co II 3 no ��nI­ � to m I Q, O ono O � 11 N� 1 i 0 Z - ~� ^ r^ II Z II _� Oz � I Od0-i Q,Ir? N � rv-^ J -- Z II II O V) II E-�� �- 1��r� i NK� ZO cnJl-Z II Lri ci_ V)2�ZZ � LAJ I W W / it C4-55' 15' CPP ® .73% 2 �5% 3-43' 15" � DPP 1 -- - _ --C - ® i / rn O O O1 1p N `t- c0 O N O M of 0+00 1 +00 2+00 C1 -C4 CRAPIHC SCALE 50' 25' 0' 50, 100' 1 INCH = 50 ft. HORIZ. 1 INCH = 5 ft. VERr. 3+00 740 WAR 720 710 700 SDR 35 spigot SDR 35 spigot by R top of manhole at grade In pavement areas unless otherwise directed by gasketed bell 45- bend2 SDR211 keted BEND (ANGLE 1'-G (top shall be set 24' nm un. above grade in easement areas) see rote adapter AS REQUIRED) ` square skid pad 6' thick— 1 A 3/4• x 2• butyl joint sealant _A 3/4' concrete anchor bobs (4 each) 4 r 35' max. 4• PIPE (SDR-21) adjustment rings (11max.) I y' 3' minimum �q. - i SDR 21 gasketed PIPESDR (SOR-21) _ • 35 6k4' gasketed bell pipe and fittings wye SCH 40 solvent - 1: (see rate) weld cap concrete ASTMG1 SO— 4000 psi waterprootcoating 12' or 16' gyp.) property lineWT ' M55 by Conseal i 1' nominal size RV 30 butyl 1 B' joint sealant applied 4 between joints and on exteNior side of joints x Y n R , joints are t0 be sealed 'a with'O' ring gasket 3 3G min. i -.' variable location marker cover - -- pipe to manhole stone .�a.ag ' _ - connection to be " °`° • ..4 :w , :-� - by flexible sleeve - r » invert charnel to provide a 3'O' min., MY v U i smooth transition Into out, •- 4'-0' ,Sg for all Connections -0' max. [reeled 2'x 4' with - --- ' top of bench -wall top 6' painted groan t l precast invert a grout groutannel J.` same elev. as bottom form or p top of pipe 4' pipe at 2.00% minimum grade -� •• : • STONE BEDDING 4 . a . _ Note: if top 1n Is {� 8 8 H DEEP BURY RISER - 6' bedding stone greater then 5 ftaldeep CONSISTING OF CASING S710E• {� L use heavy wall SDR 35 CASING CAP, 45' RISER BELL (FOR 4' SDR-21) concrete cradle if top PART No.-29008044-45 coating approved poynrer film water proofing prior to installation. NOTES: 1. Manhole sections shall have an external coatiof _ of main is renter 9 2. it adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of than 15' deep Bates 8 Harrington, Inc. water proofing. () 9290763 3. Final slope adjustment of manhole frame may be by shims and ran -shrink gran. _ - 4. Skid pad to be placed around manholes located In shoulders of roads.S. Flat top casting shall be used on shallow manhole (4 R or less) installations. GRAVITY SEWER SERVICE LATERAL STANDARD MANHOLE Revised Figure 15 Figure 12 Oct 2003 PST H OF L ald A. Mislowsk , Jr. O CERTIFICATE NO. v 020 74 ( 03 EGISTERED PROFESSIONAL - ENGINEER _ '�J -- _. --- -- - -.. 720 m^ ._,__a... 7 0 O N I N L N U U � 2 OI O ICI � II 0000 n I o0 D�Ci� 0 Nr\r\ II CIS! -- =IIZZ IIZC) II a- » CL Cpp ©2;; 3 i n 11`105'115 i 710 _ _____.____ - _ -_ _._._.____ 710 700 700 I I 0 v CF tt 0) 0 0 0 0+00 1+00 c10—c11 EG-1,1A PC r—(3 A DOWEL HOLE AS REQUIRED 730 720 710 680.00 a a a OR %T f-l)F SAFETY CRATE DOWEL HOLES AS REQUIRED ISOMETRIC VIEW PLAN 1. CONCRETE STRENGTH 4000 PSI MPO". 2. REMORCNG SHALL CONFORM TO AS-T,M. A615, (RUDE 40. EG-1 PC -ENERGY D(SSIPATOR (WITHOUT GRATE) 3- ALL L TTS SHALL BE FOR A 2:1 SLOPE UNLESS SPECIAL ORDERED. FN EG 1A PC-ERGY DISSIPATOR (WITH CRATE) 4. DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJACENT CONCRETE- S. DIMENSIONS SHOWN FOR CONCRETE THICKNESS ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MIYNFACTURER'S TOLERANCES, w --- - -- --qa­ i cr- OOr p o f c6 cr 0 N I I I O WW �' � CL / I - I O_ N_ / j U U O !- 00U? Co cS o 04 / CL U / Lo I 1 CY2-® CPP I 6 % I U i o � j to.o� I � ------ i - ----- -- -- --- -- - a N I/ uj I / °` CL r/ U� I Lit W / / �QQ - - - -- �h --- ...- -------- -- --- - _ _-- ---- --. ....._ ---- - - - - ----- -- -_-- - --- rn n N tt O rn a (6 I< ai (o r\ 0+00 1+00 C9—C 12—C 13 DOWEL HOLE - _ AS REQUl4ED 0 3-0:5 BARS 0 12' C-C MAX. # 3 ONRS G 12" C-C i►3 BARS n 12" C-C SECTION A -A SECTION B-B S£CFCATIOO PRECAST ENERGY DISSIPATOR VIRGNIA DEPARTMENT OF TRANSPORTATION K15 111,02 f C 2+00 L->~C PIPE SPILLOUT PLAN VIEW 720 710 700 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR1Z. 1 INCH = 5 ft. VERT. — -- v BARS G PS-2 1 L —� + 12" PIPE - 3 BARS - 10.68 LOS, REINFORCING STEEL 15" PpE 2 BARS 7.79 LEIS, REINFORCING STEEL 18- PIPE - 2 BARS 7.79 LOS. REINFORCING STEEL SCHEDULE OF RE1efORCNC STEEL MARK N0. LENGTH SIZE SPACNG C C SHAPE 2:I Z,1 F !3 1'-&. T-O.. 4 4' STRAIGHT 4'-4" 4'-4' 4 4- L 12 2'-0" 3 12- 10 - 12- BENT s OWw71TIES BASED ON 18" PPE. APPROXIMATE QUANTITIES CLASS A3 CONCRETE REINFORCING STEEL Y Les. SPPIELOIT 2:1 * 0.482 • f '1 t D.44O • NOTE - DOWELS TO BE LOCATED AT ALL B —BARS G REQUIRED JOINTS- f$ 5' (2:1 SLOPE) 4' (f1jFl SLOPE) r I is IFOR OVAL. Or ppQ��LS DOWELS IN BASE I ' SE£ STANDARD PG 4 COST SLAB TO BE FIELD I I BARS L OF DOWELS TO BE INCLUDED ONCE I Q 12" WITH ST'D. PC-4. _ C-C j1p.1 6Y6- W2.h512.1 WELDED o BARS F BARS F WIRE FABRIC _ . 61,6- w2.1p, W2.1 WELDED WIRE FABRICs- SECTION B-B PAY LINES FOR $r�Pc 4 AN PIPE SPILLOUT SECTION C-C WALL = SECTION A -A STANDARD PIPE SPILLOUT 3Q2 FOR 12" - 18" PIPE CULVERTS VRGIMA DEPARTMENT OF TRANSPORTATION ra .01 740 730 720 710 705 N h i I i i I _. - - -- -- -- -_ - 48" MINIMM --- - --- - - COVER --- - - -- ---- -- - - Q --- -- --- �� cl- t\ \ N � Fz:���� \ I W U Q U j Es N � Q ~ � Q \� m I N i Z N U S m v S�R2j m-- o o o CLZD W m m N \ I1 o o0 o a 3 18" MINIM M SEPARATIO j - j Q U ? w \ WCK� Q m °° co w 48 �' J co SDR21 z Q can OOnn cr cwn ¢ ,Q "' li cwn cr N °° Z 6,. WA C Lui ER MAIN � QD JL p Q Z i I-i 3 �- Q arc > �Z Iw- Q Q Z o w = w V !�,CLz m = Q m -O o wz al o a Z z w Cn = �(.Dw 00 J m m o 2 w V) 30 2 U 0 = N > a z L U W a) W � m u7 d " W U DO LA-- EL (4j �^ t1 W [� Ca W Q- Jm W ip pC -- N �° U LL Q J ca W vl Co I O ZQ cn Li 3 Co O °o Li a) o I I N •- - ,- N ._ N d- rn v o6 N r Oi N r\ c6 N r" N t\ 1`7 N 4 N r, (6 N 06 N r\ N r\ N rr N r\ u') ` ►� 0) O ti N Ci N r. � N 0+00 1+00 2+00 0 H OF Old A. Mislowsky, JFz CERTIFICATE NO. - v 206 4 � i 1 �'GS R GI S RED PROFESSIONAL ENGINEER 730 720 710 700 3+00 4+00 WATER PROFILE 730 i / 11 —I RLLJo / Cl J Q O tr d— pLt ::3N CY CyI 0 cr I z j LUL! ^�o I I � LLJ � 4 50% GpP t} 0) N ► ) N_ N a) N 6 N 0+00 C5 1 +00 720 710 700 695 5+00 6+00 7+00 740 730 720 710 705 8'-0" Max, 12. 4"x 4" Post a t 7-• 3 Fill Post Hole with 1 Part Dry Concrete Mix and 1 Part Excavated Soil, Thoroughly Tamp Concrete Mix and Soil to Eliminate Voids. POST SET DETAIL Scale : 1" = 2' SCREEN FENCE DETAIL !f :. ,• to �. 11 '•• ,'•:.i.-.ti:'':•. a ';A•'._J_.- -- The bottom otthe curb and This creamery be concrefe-1 of the option of the contractor curb is to be used who n P 0 desi speed Is 40 MPH or lets m areas. P Rural h! hwa a and 45 MPH« O Y lets in dewelo ed urban d suburban Butler may be constrllcled parallel to tM sb of tub- wlace o rt s provided a e c u e ov P minimum depth of 7" is D malntolned. 9 r a rodlla teole: Card orb gutter a of '« In• q face d orb tndl 30o (war l ) be paid for as rbdlb combir+olion curb 9 gutter. This hem may be precast or cost in place. Concrele to be Oats A3 h cost in place, 4000 PSI h precast. a�4+.tr lYh,rVn REFERENCE COMBINATION 6pI CURB a GUTTER 102 VIRGINIA DEPARTMENT TRANSPORTATION 2A- 6" dia. schedule 40 steel pipe filled with concrete and painted yellow BOLLARD DETAIL direction of setting to be approved prior to installation pad V-6" sq. x 6" deep screw type adjustable valve box locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 9 1 a 1 r• Ir A • 1 l,r�i�r , t'�l I I +fie. I�e..�l e. •1 I, I LAC•. 41�f•�7�f� Al•. a r 1 4 r• �" 1 r•• +. . mgawts f . r a 1•w 1 4. Y• ,-. it ' P I It �.•. ..d 11 I rN;dtti' l -. .- :,-. it 'A •. 11'_ i it AI ,11, , . I mommono' , 1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WiRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. =1ilill� nl� �lll�t= •''�1 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH, 4. BACKFILL AND COMPACT THE EXCAVATED SOIL �i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC VRE i SILT FENCE CULVERT INLET PROTECTION ENDWALL TOE OF FILL I y AVERT �I 0 TOE OF FILL o , SiLT FENCE o 0 ' DISTANCE IS S' MMtg1UM F FLOW IS TOWARD EMBANKMENT y FLOW T OPTIONAL STONE COMBINATION Milo' 1.5' V__ CT J S� �- � 2.5' •VDOT A 057, ^ IN OR 057 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE " WHEN HIGH VELOCITY OF FLAW IS EXPECTED 30(libC fl'Om f�tiM Of 21111 and Febrle Filter Baaj�ll fOr 3etHmeat �kat, PtAl1<. 105-1 SOURCE: ADWM from VW Standard %wta aid Va. DSNC &StAel t Trap D PLAN NAME Trap A. Trap B. Trap C SEDIMENT TRAP TYPE TRAP TRAP TRAP TRAP OUTLET LENGTH, A (FEET) 10.0 10.0 6.0 6 TOP BERM WIDTH, W (FEET) 3.0 2.0 3.0 3.0 RIP RAP TOP WIDTH, B (FEE 2.0 1.0 2.0 2.0 HEIGHT TO OUTLET BOTTOM, Ho (FEE 3.0 1.0 3.0 4.0 HEIGHT OF BERM, H (FEE 4.0 2.0 4.0 4,0 BERM TOP ELEVATION, C (FEE 706.0 692.0 710.0 723 OUTLET ELEVATION, D (FEET705.5 691.5 710L 722 WET STORAGE TOP ELEVATION, E (FEE 704.5 691.0 708.7 721 TRAP BOTTOM ELEVATION, F (FEE 702.0 690.0 706.0 720 D I'1 Slope mNb"ided were H N 4'-0•a p•.aT.c 4,-r NOTES For dNaN •w Sid.ST-1. Y•Y k 3'Db. vela hoN tbriorn dwM (/) ro b q'. For yeaer depth uw }}II Rk •� Ctlbr - 2•'ren, S,oMora a•tA. VOW" titled on pbM the Irnwl If to be Y,ap4d ,� q� - 4'deoM AgQ. In OCcardonce -"h Standonl Pbn IS-1. The Cal of fwNMinq dt YkAfensa ♦ H ` _ H fill 1u + to •li, 1 • e16„ IYIS� Nb[24• o,d AbelrIq�p mohrMs N fr thapng N b b,nciuded In IM pike De M tM drop 'n"f conWkr► lv 2v �;,» ;, : ; '. I thN if.m may b prlClef a clel m pKKe. -- Aa Cale n ptpq concteN M b Class A3 For OTKlet t' ' .•.'.•'�.. Sea $MN 10303. '. ThliH"di-k-110- on t4 Slordods old %Willed 0� SECTION A -A on tb por will be maownd Iron the-I'l of tb oW- fall plpe b Ih soD of M sfiKru 1 Dwn'H tle rnsloM I f fual�awt"ie W" shsh lI delermined by ty t•hecordecdor 4'-2• from field COneltlant, PLAN 1 Gmo Mmwed) +4 ■a"Smoan Do.eN 6 '"prod- 1Y CONCRETE "NTrnES FOR MIN. DEPTH C-C fo b pleted h all Gale odlocvn e, In. •,vr RN 4n r1 a the .01M ppe Y N*WI- h bottom of fb etrucM, lb veers a ew tW O^ '4'W.4p hole •Ah 12' la pNgro htndw«e taobutfinq a NIo pr"rl 12`ccnc.pp•- t44OCuY4% COnarela 15'cpnc. Npt- 1528 Cuya. Concrete "be hoped voh Cemrrf motor b prnenf nTdlg a pmdg of .0. n the oruNuw The Gael for cloth V4• rrNth V gavonaed steel wire, ,ninsouln wee dia 0.031nch, nitnber 4 •:41H.menl. ash dd.W.*2'L'fr, ill rroyb le'pak. ppe• t820Cu.Ydt. CorRntt kW.1a+W'g still be erArd•d In eN prt. bid to, -0 M . cloth .-J,*,ed firmly N nld4e.9ee Standard T-01.3,♦ 24'ponc MDI. 4617 cy. Yd. mntrge AN 0.440 Cu.111s. per, oddiflorwl toot ot dph. the gn[f,e. oW eds o1 11-1 . ,Mrrgf l n. SECTION 4TFEL SECTION c45� IRON NOTES Lz1l zy'.}' p'-d'IoM r-3 }• 7 •U." b b I'• S• N t rea•a clef rIM cabr �y 7 a G rtNs ing Arty +M opcpo.ol 0 n»` •. !!'p m0y be "Iti led for fb Cast on Yield correct a nK 4 l.ebr IkkO fb23 Mf, /Mf l� Optlom! eroc RI t . lot N IWt ce thorn hereon. b Gala cre«das 'l • E 9T EL CAST IRON • " t f { It 4 lugs 1{' „ }.c 4 one steer I -� 1 SECTION C-C . i h { SECTION 8-8 APPFtOXIMATE WEIGHT pMENSIONS FOA Cale Yon ONLY CAST IRd/ Groh 363 a 191b. DETAILS OF COLLAR AND GRATE S.'AiMDARD DROP INLET SPECIFICATION 12 - PIPE MAXIMUM DEPTH (H)=10' REFERENCE z33 at property fine (see note 2) skid pad �� roadway box. CTS polyethelene bing (PET) 200 psi w/ss Inserts at all n connections corporation with corporation stop water main ball valve curb stop with PJ J (CTS) both ends [b44.777 w/ SS inserts]; with 2' gate valve operating nut CUTOUT DETAIL (typical) cast In place access door, centered in top (see note 1) - 2' max. VBH H77-156H C-11-77 2" custom setter (meter by FCSA) standard flat top for 4' diameter manhole finished grade 3' riser section for 4' diameter manhole with cutouts IL 3' min. I 2" min. solid support blocks under custom softferrq / stone bedding and MPI plan tc p?ug NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 2. Water service crossing street: a) Encased in 6" dia. SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 guage Insulated copper wire (for line tracing) from Corp. stop to into the meter box (wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervale; come up into meter box and terminate level with angle ball valve]. 1 1/2" and 2" METER INSTALLATION Figure 6a DI-3A-38-3C rife'smmROowgs®owro..12'cctabrpbc•dlnon°naad7oclnl �"0fQ'•NQf'roo.'ry�" ° loobuning We've to pr.nM "Itl4nnent. M � 'igr�M� }' aol-nlrea f r.10W to b"I pat. ErDanebn Joeb EMmlem J*0 •1 • c-<. Bock of Sld k 61eM`Mn Ij s ror e•IpDe or w.t Frome a cow :'.. ,• � e � ale St d. IC-2. . .. SwIc ••'F p ' ... ,Tes h. ww TOGA a {.rsNl lyre aewule. I-}j-}}-}} �}.}�-.}} {}} {••}-}• }•}••}•�}} {{{�}�I.�}} I • s'•d �• '. y'j-'r I ._-.. .rile N •r•• Ir.n sl Cr-c. •{t NOSE DETAILS M F en A c1 II II { 11 II e.n a - Goal Contra Jan cro S CMhol ,k W I to Int a oe„M i. tp ewltne.I 11 f fill le -,now 1. U." c•rs •r N eye Lw oe DM a11r r[ eyPLAN �Y-o•---i e Yi• •. Note This or" may be When, In Waal COY the .Ipanalon Oast. r` -`.. ,G•-; will opply only to cub or c,b and gutter. 'I•M I •. -I e•I-•-r-e-1 r c�•� -•-� - L-V,r1.Ye- Yee. to' r rr• e I` s e-_4 1'- I A I e I SECTION 8-8 _i -I,- F•M C4Ma Jemm elrt 0 Algn•eh Wttw e. - ------------------ , nrrrel owls. i -•w.t 8 f' fir e.n 1 A root• btal fnm b uteo e.n * M •co-3 a CO-? s,onoeral. o i ` :• _---- a• t>'...+.. FRONT ELEVATION Typ. a rots anal Hal w w.d -6 t et. cao -1 w„n CD-2 a CG 5 oMa ---- ,,,, F r.•p Hele i• •snw 1 Hardware Uot11 • S'dip . ..phle to be iolel.d w.. 10 A h IM Wlnl thr lnMl of IM Outfull pipe Ia h1Cher IhW the bolbrtl t0 Bran lubbatl nwt•rial, w+4p d ur.,rt d 1hf b n wren 12 i12' loalk larbwar• noN • s,w, ,,, ro p, w H o.v.Ia1a •+ w gnwfura etwl a4,nm atwpW we ahixnre IM w f cloth 1/4'm.Kn a •hoN110 NM Hots•. SlaMad N4N rn•Y b con•huc Nd win coTo.N rr,c.br b prevent Itotlrg a pondkrg of wolw N Hn•.IrvCbn. TM a �tl for in Ml thopioo gwfl bt included in Pw wka bid rot dw:fnrctu,* wee dio O03 Inch, n.wur 4m ob •• !,'' . ��' :'.' -1 w t., r hit., rot ,rw e.mN,se Tri--i eta fir-1. bbcM b KcoNast• wiA 1M dtfoN Mown m sNndad DrewYg 01-Me. Iwrdwdncblll.K'hor.r;lrmlyfo r-ir For dulnwnslons and auwrlNYe. rot IIn1.n Me ~ 2Of 2 oul•IM W alruelw•. SECTION A -A DI-3A 01-39 DI-3C Tr L;----------------- I --- _--- s•..I � ,,,w Ir _ !1� FN-S.- 1 I „ i N Lb _.IF Fv usi In ..i • . roll "« on den, ra4h Ye.s w b aymm4olcol o be j--14 etw .W. .d a 1M ,t..ulrt N Y be . w " peCsrla,Ke lure swwwe wen 19.1. Tte met 0 k'." one 0" r nerve The •H'dkNnflon flnprn On IM etonddrdf OIW specified on the IMOM will b N01t"ur w W wW1 . w M was w Iti r'+°' w b rr firer .e• eemerN. DETAIL WHEN USED measured fro."Invertof In. ouIldl pipe fo Rase too of InI elrutivre, Pion "H• L.M. a tYt ICI nil, n Iwry tool, e4 glbwl en Iler4. ADJACENT TO CURtl 61"I'lons w op 11-t. dry for Ithngtkg pwposaf and IN ac fuel dime,alont WITHour out -TER •hall b dHwmlMd b1 IM aanln<Idr Irom hob condition. "Inn IM„ I, u•N N 4'-a' Y.abn, wa fir Inn, It to •, Ir.••1 t...I.. •1111 it••.,11 <we. rw revere may t»In<ermaYt mree.. Sheet I of 2 STANDARD CURB DROP INLET SPECIFICATION „ 12'-30 PIPE MAX MUM DEPTH (H) z 8' REFERENCE VIRGINIA DEPARTMENT 104.09 TRANSPSRTATION (for valves 12' and larger) GATE VALVE Figure 8 Note: this detail is also used for butterfly valves ,-V 1 VV 10' 4.58 3.89 10 V-9" 12 5-7105-Id 5 W-7" 3 V-e 8 S-9" 6 1'-6" 2 I'-0' 205 DI-3C 12' S.50 4.33 10 4'-9" 16 �?o� 5 5'-7" 3 V-2' 8 4'-9" 6 t'-6' 2 1'-O' 252 14 6.42 4.77 I 0 5'-8' 20 a1a 040 5 - 5' 7' 3 3'-2' 8 - 5' 9' 6 • - 1 6 2 Y i- 0 8 2 8 16' 7.33 5.21 10 8'-9' 24 G-W 5 5'-7' 3 V-2" 8 6'-9" 6 It-6' 2 1'-0" 345 18' 8.25 5.65 10 T-V 28 ef`lloe-V 5 5'-7" 3 3'-2" 8 7'-9" 6 e-8" 2 li 392 20' 8.17 6.09 10 8'-9` 32 aloe-V 5 5'-7" 3 N-; 8 8'-9" 6 I'-6" 2 I'-0' 439 E Denotes lergfh of one(1)bar Notes: All reinforcing bars to be No.©. All cast in place concrete to be Class A3. For acceptable alternate see Precast Standard Designs. Concrete quantities shown ore fordepth (H)of 5'-2'without pipes. The amount displaced by pipes must be deducted to obtain true quantities. For Inlets of different depths add or subtract Q32 cu. yds. of concrete for each foot of difference in depth. Length of Angle Iron as shown on Sheet I is to be Lf 16"9 4.10 Ibs.per ft. SPECIFICATION STANDARD CURB DROP INLET REFERENCE , , 12-30 PIPE MAXIMUM DEPTH K Its 2,u02 VIRGINIA DEPARTMENT TRANSPORTATION 104.10 general backfill (see note) concrel select backfill a note) O.D. STANDARD general backfill I' select backfili ee note) 6" 1/2 O.D. 6" CONCRETE CRADLE CONCRETE ENCASEMENT NOTE: To be compacted to 95%of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 kfill I' select backfill Be note) 6" 112 O.D. 6" CONCRETE ARCH Wool: backfill note) 'fin? �-�t��R•�l'•iC'*��� .:� ���=II�I�I�II�III �Ilill Milk Q I •INNIS.. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LD{ELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, }1357 OR 5 COARSE AGGREGATE. PLATE. 3.08-1 SOURCE: VA. DSWC PLATE 3.07- INSERTABLE SHEET A59 CO-0A r CO.7 a i .CO.3 OR Y-0• 4,•0, 2 �D. 2 tin MAX 441 lux r >M rC•YCC 2- S, 6' L0/10 • t e {s� SECTION A -A art OIMAXMN B a� B ' •SE TKIN B 8 TRLW.ATED D0145 A �C K 31 4 4 TANGENT PLAN R w 4 " TYPICAL PLACEMENT oSSwALK TYPICAL PLACEMENT AT INTERSEC7ION DIAGONAL. VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK + TYP A P R AR) P I AT (WITH BUFFER STRIP) ALTERATIONS ���ti mod" . in+�gH� eoil{litidKt WWI ) R��yu���'er. " OIA.W�T TO.K �rIN T �'a�T �tt DDK OLT TAM.0 7MM16 WN R trA 0 r1T11 NM IPMOVIL ANOID - 2 �C91i1�A6tt�i�NU 0019r1aI�M NAQMC[N�A IC2{ 1A0i1CWT Tw �r7 N4 Fl { Oro7102L.TlVtE i A TRUNCET�D DOME 0 AALL 3' &OPV IV YMrID f0[ Q/ C!� W� rA� t ►dJItp WH RN! BOOR 6�Rstoons" tT1011,110�•,PTI�fa1NTI�I�IE�°pLU�M�DI1Agt1 �pyWI�OLITNIC&Lpr I00 DUMP C� DOsIE a Kt K A4S A. 4. a�COr1CKi1111 1 Epp To /LM 3W /EAX[(fr %? IMttCl4i T�Mi/� rL�R P -+. O Off- O O ORIOMOATED D a { of INE RAW h �N 0 0 0 o 0 0 0 0 0 0 0 0 0 A AI0 61ITTER TR/eWOB NUAC211T TO CIN *MIS AN MUOID N PAYWNt raw NO OUT,�r• 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 pw✓Clil{ NP : C 0 0000000 000000 T. %%%%rl r= ON " {DO 6 O O O O O O O O 0 0 0 0 0 0 0 t'• S f" To Er � THE A ON AS CTCD THE Ay tWT ARE TO 0 00 O 00 00 000000 r AT A AlAt fl T 000000000000000 �. 0 0 0 0 0 00 000000 / MT • ! AFACAIY 0 0 0 0 0 0 0 0 0 0 0 y� �( 1,�A� ��p,,1�py r. m WTtrt IYTf O/�OtKA�tllbSw�XJL,TCIM(10L�MEitK S[CTD)It MOYOLOCAfyW1gT TNL CIA 01T'CE/M0 O RA,COtO �0•y0�0�4�,0 IrAY LY71� AlOO DETECT WARNING 'D Ir 1 It IttANIXiAT oEeiAvv"1 'Rude TV se e•T�� �(isAlR mf se4dw"EsnR ,Sly CG-12 DETECTABLE WARNING SURFACE TYPE A (PERPENDICULAR) APPLICATION 2a3.08 wrRO••A DpM11EMT p TRA1gP0*TATOI • 1 •e► f® to. WNt�1�':!�II ,� lr • e}•.•.�.�; dal ..' _,�.: �/. a� ANA � `.�r���. ; {I�'� I '. e"'� �E ; �A►�1 a :�tw�}} I ' �' . END -SECTION 12'-60" PIPE ALTERNATE END -SECTION 12'- 60" PIPE l t' Hub •not on ou Let wA-t phae Hub end cn owlet Ind-K11orN soda veil on :uel fine-eeetbrN spga one on Inlet! ene•-------------- eecnon. .'` x ------ x x - x I, T E Concrete to be --••-- Gamete to be 4000 PSI Min. 4000 PSI Mo.. PLAN PLAN eaofle.l d./ I I J,/ faalo r Pp. & -� 1. -L h- D I--'- E r- D SECTION X-X END VIEW SECTION X-X END ViEW END -SECTION DIMENSIONS DIAM A B C D E le 4" 2r-O" V-0 4- Or 2'_ 0" 15 g' V_3" 1'-9 4-0" 7-W I z- r- a- 3'- 24' " 3'-7" 7-6' 8'-I" a•0' 3Cr 1'-01 4'-6 I'- 6.1 S-0 36" 1'-3" 5'-3" 2'• e-I a 0" 4Y I-9 6•3" 2'-Il" V -6 2 6• 2 54 2-3 -5 9 2 7-6 I NOTE P9a Iw,o1M Jwn m Den an based on End-S.4- design mown on the loft. If the conftot+or eAW, to ute tM dlrneN dwgn rw.n pre tM ryht,Wnthdwill b Muted by Re diflwrke in dmw slon'D'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT d TRANSPORTATION O Lt) CO Q col I- Q L LJ LtJ -1 LLJ {� Q ~ C� I- U Lv W L L_ t-1 Q 1� Q L] W VJ Q Q a w W pa P Q Lil W I� Q (') (� O O \ \ \ Q O (y) 0 \ \ , O ,^I (MU ,a $ .� �!Rj LL .mr W O � 0 3 L_ 04 W O J • T P-4 m O, 3 � � W •p�ryn I.W T NI 1• A \�G 7) J T ;z oQ C) o �`r �Ow 2 ( ��Z r Q FD wow 6 w X0- ���o w o o SCALE: NIA DRAWN BY. J. D. S. PROJECT NO. DATE: 8-6-01 SHEET 7 of 7 FOUNDA7-IC)NI PLPNTINGS f=O R FNJ I U,) I N (L A - E SHkWWFF- YILLA�E A-- A4ZC AJ5(�,; rNC, 13 it LD 32 tk A roToqL F 1 (3 6 3o x. "",141 —1H -r�iE CILAN 20 -j ;zi I t-)e to I je HT.) T t l f) D PLA IN 1 �- tit) --'aTIAL- to QLANTI" 130TPN%C-AL NPOAS- 51 zs 3(oEvo 72 4 06+4"Co"Pac+z- llec t�- cc:*A e%-y- ?$)q f4 r. B.LA '2-f-4 uk PR wre%' HOLCY 124 H 3(0 Zun '. p eej-, Jn I Par Ju�11peru,', (,k1r?ev4Ar-, ti +0vQ r 1 fea RCLL"YWo-3OT vn I fv 0- 112 IL SCALE 14 IIAVV 0�,,xj IXI T ISED rc 30JEk LAM"L-h FE'C- I INC. -7 , Lf/'-"4 DRAnING NUMBER