Loading...
HomeMy WebLinkAbout03-99 Insulated Building Systems - Gainesboro - Backfiley r.;,:.,;�• r7 ...i,:,p7;fi'3t#»F: Tsi i:^ , Ru ,. 4 ;":.,t liCP.n; 6dPYa"' "+cR"'Mi> •fL '?3 �4,T+�"tt'Y ' -: f3�•t'B rk3'44Yr W<a iFHM.ra•'• . I�9LvdP.AS r •'-•..=,. �'i�MA'E�€i1i115°r'f�f.M1'••:'.�`AN 0.'n+' S?L.mf„�#,«aa"T'3;t�4Fv�tµP?:15�9B�ik:urA1N16Y%i.-..'+*tkT�R�.9AY+A�EgRtyrFISTIw�: - *�. .:� 730 A = 78. 54' FU TIl A'E ROAD A 41 rauPE aENTRi41VCE R= 50.00 N l AM 73" Ito 1 r a ... Ire .r ,. ...,,,.. .r ...,.., ,.fa r . r. ,[ ,,.. .. ." .. w v, .ram. -�• Ti`,a, , ,. a .. .» -. . .: h.,. •� r ,.. ,.- < .yyyy++ ., .... .... :.. ...W..•, W 5 .. �. t:.: 4. r:.,.n. ,.. :.: r :... ::; ...: r'... "MG� :. ,: is ., c, .,. ,". ♦ ,. Y.�. .; r....: i, .• :'. ,pt.. ::,,': 5 .::v, L• .. .,, ,.. .,... .. ... .. !�' + u¢ ., ' '. c r: .: { ,. ,, y .,G , "'rw ', .a+ .::', •4 , , ..: ,. � ., y'' ��,' , \ 4\ _._ r f x 1 i. ^ v r '�'• ,ai t t�' �•!'f�`.� d,, - ,77 ;. '.r--- "� � � �. � C'ONC�/� ETE FAQ • '� c ' --- -- I 1 I �,... i ,. - i — — — _ J - — — •.��r p _, . owl • ► f /1 ar A /2"if /�•/ r '` • , .k p�FICE STO!?./GE �-- - - - - � `* a af i ' L;'•. \ fIF `,•�;:. lo / 1 . . � y •� �• 3 'I _ _ � � \ \ \ \\ �`t � s��'1�� hA•�i" I I I ht • h v� t,: 1 1 • / zy, j 1 f a nQ., firs H l II 1 / h Wt?ON SToPYMETA[ �1�6W A'IAI. FC . Er. • 7It. OIO ��� d i' t I , s' 1► 1 - , 1 _ _ o !' / / omt STORY METAL BGLi6. l ; I / �I .F'1 �� �� a °�'��� _ V �"/N., �'L. �"�. • 7�C .ODD �•,: Oa 1 N h / �Ga�/\ %V�� 1 a / i'/a` , ! 30 I OHO $Q. FT. J 7 e, y <�+.Y �y �t� �` a 7,577. J 1 � r I 1 {I I I / ' a rr#a, ti"' ffi` "sY� .;+ � r,•�' � X . t•; ► , _ , , / , 'a 1 1 1 . • r I ' I a N' JJ \ � , I m� F , �. :t .. � 7' 1 1 , irar4l AMA 0 Ar 34 5 � 1 • N• � I \ I 1 f `\ ';spat ' / / ! / ud 5�31ir�a ICU -quo No ape t I 1� \ � \ \ - - -9Lh,, �i1 tr" / / / r / a,•+wak; , I • .� r 1 � x \ �'. -° (`1• !" � 14,�: �yl,. 'TJ, I ' � i , / / zs -'n \' / I I / / • . _ ►•,. [ IYI •Y /0' \' - /' ' , V'r Al' x `• \ 'a;z - f 717 doog� Of lop r1U1rIYw•.. t /I r .' / .. �A.'" ✓�' .I vas ,,�{so �'i!i :m `•t, fr y f fi'}F, ��. • . ' / .... 'rh+�g F +±++M.e" p+"^.*wh v . i'r 4. q yt I , u .. ,.- 5 ,,...ir w�•►..' a,,.w. }.r-:.z ;}.,y„, :A'r/k�/i r ... e^ aed.*,M•, »•y +M. ..; +lr 1 �"` !..w'Al{1 ., ,.. ,�•�•^•�y yY'.w T, iQ ;p. 'AM{,�jr•�1• v;Y a✓: slats -_ ' .T ,7'•' +hA 1fx++MR". f.. x i#+. 'MM'^hr-,',M•„ 3t r .% I r f r ; 6 tt 4 rR" Y A S F 1 7 1 i ,• }�° AtJ t • r a `�. � � � ra 1 t i f rx I! Y d t^ f I S r � t � .,,. "!R"�• ;, c � � Ate."-;��'%A'>��. � ` z•..k c: �+. �t1 aN^g :r.a F• ,�'ti ;�� k•..,� i , �,.te/vaUT %?' N/�1-ZfR Z/ENE FA EA/T ..... i °. I ,' `�} / •' S 4-9 30 ' 32 " W �" • �1• B.c�v©... V � b 2 � L EG END /Z°' cPUSNEO STONE (P/A) Z" S -5 2 \ - caRs sl 6UTTENP 6lLtf/. STD. CG - G IQ 3 � o 12 r �;+� , , `/ •; 8 " CNPUSHEO STONE �Z'/.0 ) II Q�yh OAP/ME � DOUBLE SE�OG STONE Li TEMODI?°4�PY ST.P/9aN/ BAL E 14 SED/mewr B,4Rw/eR 0 1 I I rk k { - t0-- ANPOOOSW F/N/SHED C0N7 t1,e { ---��--+—■ 4 SEf-vE�P SE'PV/CE 'x11e'GEA1NOUTS -- - 114- W,4 rCR SE.?i//CE L/NE STONQ/N 1014WN P/oE i Ir 715 / N /N - T O .4 DETE/V B S MAX , OVA TER L E!/EL 7/.*. 7 /N!/. /N • 7//. 00 TOP OF ReRW 7/4.50 19 - 4. 35 CF.S APVVWW.1I-oe-ATl oN 1,VV OUT - 710.\6 6 ___ p-EVISIoNI \ ♦ \ N \� O . r ' v ' O 65 INSULATED f5U ( _DtN G S,;♦fSTe M S, I M G . l5rt �G G HEE �A o _ VVTR0E{ESTE FL tVA-t. 226®3 F, P�• 'Po DRIJ a a ��piR r(ap 0. it /NTERC1/ANGE S2 G h E � o R T. J7 h 2 Z OC.4 T/ON MOP SCALE,/"- 2000' /Z'6PUSI-/EO STONE Z/A 8" CRLIS/'/EO STONE Z/.4 G'"C/PUSf/ Z - S - 5 AWIA IC f OOUBC E SEgL STONE 7ZO _- -- --'PllOP rI S•//EO 67A40E 715 -- 'w YJ W `u O A to N O — so 5' W1.0E EMEAGENCY SPIZZ R//4Y ,4r 71--T ,so H//rH EC-/ Q/P RAP ON SP/aWA°V AND SLOOE OF BENPM . J+ 4CAW SAW ,4N0 SED/MENT NOTES /. //VS r.4 L L OETEN r/O/V BlJS/N BE/?M ANO OUTLET P/PE P/P/OR ro EYCA (/.4 r/O1V 01V B,4L,4iVCE Oic" Sr rE. Z. PL,4CE I,PUSf/EO STONE F-/Lrep /I goal o /NLEr END OF Olo6- TO .4Cr .'S rEMPO/P,4/PY SED/MENT B.4AeISR.. 3. AF rE-,e S/re /S t1EGE7,4 rE0 ANO STAB/ L /ZED �PEMO!/E ACCUMULATED SED,1"6-17- !//I/O 6W-44/EL F/L rENP ANO SEED 01SrU,P9E0 .4/PE4. SECT/ON TNRU ENTRANCE' EROSION AND SED/MEN TA rION DRAINAGE D/rCH£S AND S£D/MENr BARRIERS MUST BE INSTALLED AT THE BEGINNING OF LAND D/JrUR91N!i ACT/vi rY. 2 ALL DISTURBED AREAS ARE TO BE REVEGETArED AS SOON AS POSSIBLE AFTER GRADING. J. SEDIMENT BARRIERS AND ACCUMULATED SILT ARE r0 BE REMOVED AFTER rHE DISTURBED AREA /S R£VEGErArED OR STASIL /ZED. t ALL WORK SHALL BE PERFORMED /N ACCORDANCE, WITH rHE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. SI rE PLAN T 04 N 4 ND A SSO C/A TES STONEWALL DISTRI C T FREDERICK COUNTY, V/RG/N/A SCALE IN S 3 O 0 UA N• 15, /98ro APE!//SED •• dUNE l4, /9BG PREPARED NY: 4U.4 Y' 9 + /9986 GREENWAY ENGINEERING AND SURVEYING CO., INC. ROUTE 6, BOX /52- C WINCHES TER, VIRGINIA For Informational Purposes Only! cn U� cti r-, n oa, cn N 1,0 C, width r.an yy �. r d iL it C W /0 - '' y..�. SW pkm flW with t� oonorMra OW PON led .. ywbw tr din. ' Colo •nerwrrnl - & Wtbn of 0509 b to appro"d prior to M>rannNratbrl iWONp@d l'-r p. x r diW i I •**" tlort♦ b be R**Fw,m w+w bolt of r .eov9 by of bm I FIRE HYDRANT ASSEMBLY po" • N.G. FLA MP NoTC-- FINAL I-oGATIoN of PPzof'osED GG - IZ N.G. FzAt�LPs To ESE rNsPEGTo�- . boswr m n•awroa I" WON* me wI11A r er.r,ol THIS AREA HAS BEEN REVISED USE THIS PLANFOR THE STORMWA TER MANAGEMENT POND REB UILD "'721. o'f> ppk-7r. FIRE H'(t2F'A N T WA TE R - 10c), GATE LIRE x 7�0.�6 pF'�PoSED 5M E'T. - VAI,VL r1l, 720."D7 rI-EAN- To�.7e A�DI-flvN ovEY2Po P-P. CG- 2- EX ISTI NG GONG PA DA e,-(F. S.A7 o i 1 7 ro 1 F' pVH.G. PAE�KING PPp �fo 6 G I ^ SIGN 3' D -T H I a F 72-1.r>G F. G_G- 1Z F -A MP 1 l 1 a OFFICE 2 PPS H .G. PAP-iuNG i �7' �7lGN II Y zs' 75' Q \ 1 � Q 1 v �> - - _._ . W J w z i- PF� GG-1 � H FZa F U "TIZ l P G E N EFLAT1 oN , DATA NOTE PPrIP CG-12 TN15 P-E=Vl�iloN W1l-L- NoT Z � �' P-Ah-4 P ING1zEA17-E -TP-AFFIG A NP \ �I W (l- N oT AFFECT -rFZ- L P GENEW-A-T N rjA7A N OEM Co V 71S N Q e N d' 7(0 o I WATER- N C-T. I I—e 9�A l-E : I„'= . I" 6 ' 1150' EX. I -EA N - 70 u j Q �''"` EX ls7'IN G vVAlZE HoUS� � �.72 71\ fl- - ONE S Te-"RY M E -TA L ��= sti't� \ I F•F.ELE�/.-722.00 N I Z >j bor o0o SG2 F T. XC I I N Lb w W f W � 1 I i 7Zz.7 Io C-7X . VIVA FE HoU5E ONE r7TORR-K rv1ET6.L- 13L-.11L_PI4G F.F. ELE V. - 7zz.. oo 30, oao -5;a . F - - HEIGH7= Z01 x 7 IV. c:> I 72 1.74, +t 7 tv-). 6- Zo 71"n.63 'ED 1 I I � n c-X. , i X----------------- 160 --------- 19-------------------------------------'' I 1 X W I 1 -710, &1 1 71 IJS 5, FV (�I GLF-AWe,LIT SM Pf'x�PvSEP ELL-A(2-DS FIRE _ PF'dPoSED PAVEMENT I H(DI-ANT _-------------7i--7i8-____------ I z w o Ln W 00 Z N � N � D 0 N Z L�J C '- d '_ 0, , , ON i- —� Q T-Ln a� I 0 W z ) j-- Ln W u q) X _ `n z < D C r\ rn to U) ,c � L (1) T C_ i c C 7 o W (n Ll J` Z N NZ 0 Z J � W e / w 1Y -z Q 2 q\ �� � Z 4 L d. L` Q = N �yLA 2i� O cn 00 O Y 0 t� t � z 7zo. x OVEFz '.• - -------------- -- 715-71h Zo ' E)CISTING GFZAVEL I � --�-�-------714------------------ --' , f)W-K 1.H. �•' TM-lA p INS/. = 713.E �' - "/,'� _ - -_ _ -- - - - - �1�-- 711 2-I-13 F-ar2- GALI N G i �ELEGTFzIGAL_ 7 Sl/STEM CIO TLLETS _. EX . ' EX• S.S.GLEANoUT ,' �.���� ��.' DISTUP-PEED AREAS PAP G �/. SHALL HAVE +7jn� l8"R �G- Z - MP M I - ' PERMANENT it n719.a1Go--------------------------------------------------------717------------------____ j/ SEEDING �'�I �' '-'E-' x.--------------------------------------------71re------------------------- �-� ,, �' �� INSTALLED. ,;i , � 71 S - - , �i tj1.rvG _ --- - - - - - - - - - ----- --- ---714 - - - - - - - - - - - - - - - - _ II�IV. =%II. ',�,' " Qi `�' O r-LEA.I`lvuT t;X \ ` EX . W.M - - - - - - - - - - - - - - - - - - - - - - - - - -- 71► - - - - - - - - - - - - - - � , ,' PI PE To �D u ---------+----�------------------------------------------------------- --- 71z---- --------- - BEMVEb -------713 1 ' ELEGTPiGAI_ o oLATLETs I 7r4--71'`}PizoP.S'WDMERGC-NG( E-M 71'713 �I Q SPILLWAY AT 713.5o WITH '--' > m EG-1 RIP- p-AP oN eiPILL�NA'D ( AN� EX W.u. = 71 >. 85 SLOPE dl= BEP-M PEP-clFl-ICGINAL- � SITE PLAhI Q 710 PARKING "TABU I..,ATIoNS EX. 0 PVC, oUTL-E-T FoFR OFFICE I PEP- 250 S62. FT. WATEfZ 1Z5o = ZSO = 5 SPACES �� 6 9_�.d. max . e 71S, Tt;L�LP__ _. 117'F vmax . WAF-EHOU,E 2-'.5 EMFI-oYEES = Z3 SPACES MAX. PEP-- SHIFT '1 I PPopo5ED -ToTA L 5 PA C E 5 RE Q L! I P-✓G p= Z S 16' - 18" GM P I o 7c TAL SPACES Pr,-oVIDG-D ZS --- - --_ _ HANPIGAPPED SPACES - 2 P-EIclx'D. _ RESERa/o1lZ F=�p-Gcb(�ING--'---- WATER- I' GuT 'TOTAL SPAceS PF=oVIDED = Z PF"+dVIL�ED 70 PPe�'FIILE- sToRMWATE� MANAGEMENT FAC�IUTY LANDSCAPING CAL-,ULATIr�NS I TF-EE PEFz to SPACES FZEczuIR�E-D Z S 5PAGE5 = 3 TP-6ES P-E6Z 4I Fz -- D I -TPA E PE P- 4o F T. Z80 -. -1-0 - 7 TP-EE5 F-EeaUIIz-C-D TOTAL 7F'-15ES PP-bVIDEA - ID E PRoPoSED 9UGAFZ MAP1-ES 6o ToTAL-) ?(ALC-7Fz6F'5 To RE A MIWItAUL A Z-Z.'/Z" CALIPER- A7TIN4EOF I LAN71NG) pP�PoSEb HEDGE (GoRAL13EFLF --K) (A I-L 5 H P-U B5 To BC- F LA NTE D 3 ' A PA R-T M(N. 3' TALL AT -TPMEoF PL_A NTNG ) ToTAL SHRUB S PP-o\IIDED = I2}- w GF-ADING NvTE O� GoNTRAGTioFZ WILL FeLL-c>W `rHE SPW WT of THE OF -I G I N A L PLAN AND WILL 5C- FZC--SPoN - S18LE FOFL Po5171 VE DF- LINAGE To THE 5TotzNt WATE FZ \ MANAGEMENT FAGIL.IT'(. DATE: 2/3/98 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 6222 SHEET Z OF t/ :o a L CD U) fo CD CD Q) rn rn io 0 co cv L LL_ of H co E Q) U) T GO co !n C c.o m 0 R, 0 i Ex 18"W/L Construction Note: The connection to the maim line is to oe Made during non -working hours or weekend only. Coordinate the connection with the FCSA Maintenance Department 665-5693. } CQ 4 w! 722.�' x i I PROP FIR: HYDRANT !ASSEMBLY , I W 3 Ex 12"cross with 8" Reducer, 8" Gate Valve, and one joint of 8" pipe. Remove the 8" Reducer, 8" Gate Valve, and joint of 8" pipe. Install a 12" Gate Valve and 688' of 12" SDR-21 PVC pipe. Maintain 4' of cover over the pipe when laying. — — — — — — — — — — — — — — — — — — — — — — — — Cq 00 00 00 00 00 00 w 1 w w cz; w w lb w w �y w w w w % w Install a 12" gate valve and one joint of pipe. Install a 12" Tee, a 12"-8"Reducer,8" Gate Valve and 70' of 8" SDR-21 PVC pipe. Install a 12"x6" Tee, 6" Gate Valve and 120' of 6" SDR-21 PVC pipe. Maintain 4' of cover over the pipe when laying. Maintain 4' of cover over the pipe when laying. — — — — — — — — — — — — — — — — — — — co P. PROP FIRE 0 0 HYDRANT-- yr ASSEMBLY 1 PROP BOLLARDS °° 100 150' ° I ° ° • PROP LEAN-TO ADDITION ✓� ti d, OVER EXISTING CONC. PAD o I EX. BUILDING ! _ wd O ° (LEAN-TO WITH CONC. FLOOR) EXISTING WAREHOUSE Space ONE STORY METAL BLDG Y YA mS1f`r t 12.0e 30,000 SQ FT i, Proposed Concrete 'PROP CC-7 7• 721' FIN. FL. EL.=722.00 I Island h � V i , PROP H/C HEIGHT 20' PARHUIGG SIGN i, cc1z PROP RAMP PROPOSED USE P� ROP H 29,000 sf WAREHOUSE SIGN PAR1,000 sf OFFICE OFFICE (� 1250 sf ' 25' 10' Dock Door 720.2' 171 3 Man Door 3 Man Door 18 I ` - - -- 10' O H/C SIGN r EXISTING WAREHOUSE 24' 20' 18 PROP 7' CONC. T j( �- 17a +rn S/W ONE STORY METAL BLDG tr " 719.7' -- FF = 722.00 58,750 f 0 12' Dock Door c i U I 20 Ht =20' o r, O C\2 18II •/ s I 0 1 723.3' I4 sl Downspout (Typical) v f ii a 9 26.3' a 7.25' PROP 7' r d• i �� I y� ��, CONC. S W " INv=719.5 '�' fRemove 722.77' ' m 16 + .�'___—.__.._. c> a Li nt ea 10' Dock Door 0 ! 14:y s li � i 19 .<. �. M 3' Man Door 41 102-4 ;r r 719.0' `` I+ 182 i f so1 cod 19, 722.0' #7� U {gg + ',° Pavement °1A PROP 7' CONx O 722.2' i} EXTRANCE l 4§eIM S/WC c� �+ 6" 21-B 300' 195 19 175 18 �21Z 184 SO'R 721.5' 11 iI 19'x ;. 7190 2pZ 192 �131 Q 10' PLANTER *Note** 16 1a -'171 '47' PROP G-6R w ^,F ; The contractor will be /� r � '12' ; ,` 10' z6.3' � for insuring positive g p / R, i PROP SIGN drainage from the site. !� z 720.0;( MAX HT=gO MAX 717 I Spotshots and grades ._,- H + " " 150sf 720,2 + 25 R 10'Setback 717.2' 181 18Z 84 5'R Shown are for guidance ° f Boll 172 q Ex ssMx TOP= 721A I EE 10 R 17$ , 17� 5'R and will be subject to field verification. rop ad^ds r /i5 � 0 INV.= 711.00 726.1' , r E-+ Lo (RESET TOP 1 { , `` 194 �f� 177 172 20'R ' �� �� «� FOR ENTRANCE) {( I xi717.0' � Ex Gravel / J sir '` f W 0-7f1�.b ± PROP MH 719.7' 2 i it 191 A 0 TOP=-719:5'-- IM.= 716.4' WV ( � L x ��5" ASPHALT COATED CMP) I 1,118 $+ � 1 CO (j j� WR j� % Q fn. 719.5�ti f z ; R1loc 1742' 1� !INV 116.5' x ! qu iI o f f O as x INV= i I PROP EP **Note** Pavement °` /r �% I f PROP CG-11 Set finished road grade Section J �" ENTRANCE at or below the existing 4" IM—IA / '� - env=713.9' ° grade in order to 6" 21-8 r, 8" PVC Outlet prevent ponding. / ;5'R�1sfl � ', 161 - - - - - -- for cooling system - - -- - - — SWM Pond must be refurbished _ x 71e•1 ' 716,11 _ APPROX. LOC. OF 4" SANITARY SEWER LINEas shown on Sheet two. Goo Inv-713 q' 15 WATERLINE EASEMENT — r Mailbox Inv= 712.b' 'I'ELE"PED iJY WIRE — — — — — — — — — — — — — 15.3 EX ENTRANCE 0 182+ Prop Grade 717.0' x Ex. Grade TRIP GENERATION Class Sq Ft Ratio 140-MANUFACTURIN 70 950 0.00382 =271 150-WAREHOUSE 129,000 0.00496 =144 715-OFFICE 12250 0.01157 =26 Total 441 TRUCK TRAFFIC 441 Total =882 VPD's I.B.S. PARKING ROOF CENTER PARKING LANDSCAPING CALCULATIONS 1 TREE 10 SPACES REQUIRED OFFICE - 1 PER 250 SQ. FT. OFFICE - 1 PER 250 SQ. FT. 40 SPACES = 4 TREES REQUIRED 1250-250 = 5 SPACES 1000-250 = 4 SPACES 1 TREE PER 40 FT. WAREHOUSE - 23 EMPOYEES= 23 SPACES WAREHOUSE - 7EMPOYEES= 7 SPACES 1000=40= 25 TREES REQUIRED VDOT: (MAX. PER SHIFT) (MAX. PER SHIFT) TOTAL SHADE TREES PROVIDED= 25 1) ENTRANCES ARE TO BE BUILT TO TOTAL SPACES REQUIRED = 28 TOTAL SPACES REQUIRED = 11 VDOT STANDARD CG-11 SPECS. TOTAL SPACES PROVIDED = 28 TOTAL SPACES PROVIDED = 12 = PROPOSED HAWTHORNES (15) 2) CG-12 RAMPS WILL BE INSTALLED BY THE CONTRACTOR AT THE DISCRETION OF THE HANDICAPPED SPACES = 2 REQIURED HANDICAPPED SPACES = 1 REQIURED = PROPOSED DOGWOODS (10) VDOT FIELD INSPECTOR s•_! TOTAL SPACES PROVIDED = 2 PROVIDED TOTAL SPACES PROVIDED = 1 PROVIDED E 2 = PROPOSED SPRUCE (1) (ALL TREES TO BE A MINIMUM 2" CALIPER AT TIME OF PLANTING) rel Z_ W 0 L_LJ (p �_ Z N N _ 00 Z C 'p 0 W a,� (0 0) J_ 0) 1 1 N Q = U-) r- a� I Z C C OIt aLo U X Orl alai a`) o �> c C o w cn U_ U w A w F a A w z 0 z W 0 Q: U A a z w M A fn F E_ z 0 z A A C] W 0) W O> -4 e� DATE: 1 /11 /99 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 2096 SHEET 3 OF 4 FM 740 735 730 725 720 715 710 L U7 CD 0 rn rn rn co c-� uj m 0 LO N N E a) (n T Cn m rp Cn LO rn 0 N co 0 r_-____�-___-._..._. I I I I I I 1 Ex. Grade I' F Maintain 4' clearanipe for futu ,e road improvements. j 1 1 i i I PVC I 112" SDR-21 I E..., l b 4> CO 'CQaC\2 i�>�� ( � 0 I I ' I i -X 0Qj >a j co x I I j I CO i 01 0 OI ''' .b 1 LO ! f I CO 740 740 735 735 730 730 725 725 720 720 715 715 710 710 - 740 sI I I I I 3' Min. Clearance I I 8" SDR-21 PVC I 1 H i w �Q 1 b(' o 10 1 1 .� a4 co 41 1 0. 0 , 0 I O i O O I + + j + y, I I L---------------- --- ____-_ I ...... 735 730 725 720 715 )— in 6" 21A or ?4B 710 min.10 0 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 0 1 +00 Proposed 12 Waterline Profile Proposed 8" Waterline Profile Horizontal 1 "=50' Horizontal 1 "=50' Vertical 1 "=5' Vertical 1"=5' nonornl hnrkfill general backfill ;j ^ A A 81y grade 4«c—�I Imo— 6" minimum � j, ,fir / ✓ ri,,'r j' �� minimum I I I O.D ' 8 8" form board (typ.) ! machine ecovation limit 24" carefully compactedWA S 4" carefully compacted �' select backfill slect backfill stone aggregate 6 h f "C" / "\ y �.. 6" _,,. egate STANDARD 8 concrete O.D.T O.D. 8„ r ?- 24" carefully compacted careful) compacted select backfill select backfl ;; 6„ 112 O.D. 0. 1�2 O.D. trench bottom% gate valve do boxes gate valve do box undisturbed earth J stone bedding 6" TYPICAL SECTION concrete TEE, WYE, OR PLUG In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethelene, and the concrete poured to completely surround "D" = 12" min. for W and smaller pipe CONCRETE CRADLE the fitting and against undisturbed soil. The bearing dimensions "D" = 18" min, for 12" thru 20" pipe against undisturbed soil shall remain as shown. see chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 's" minimum aeneral backfill general backfill 777 O.D. 8"`, 8" o ' ll D. i 6 24" 6" 6" stone aggregate concrete ONCRETE ARCH CONCRETE ENCASEMENT TRENCH & BEDDING Figure 1 9 Pipe Dia. Plugs, Wyes & Tees 11 1/4' and 22 1/2' Bends 45' and 90• Bends -- A B C A B C A B C 6" 1'-0" 0'-9" 1'-0" D'-9" 0'-9" 0'-9" 1'-3" 0'-9" 1'-9" 8" 1'-3" 01'-9" 1'-3" 0'-9" 0'-9" 0'-9" 1'-6" 0'-9" 2'-3" 10' l'-6" 01'-9" l'-6" 1'-0' 0'-9" 1'-3" 1'-9" 0'-9" 2'-6" 12" 1'-9" 1'-0" 2'-6" 1'-3" 1'-0" 1'-6" 2'-0" 1'-0' 3'-0" 14' 2'-0' 1'-0" 3'-0" 1 '-3" 1'-0" 1'-6' 2'-6" 1'-0' 4'-0" 16" 2'-3" 1'-0" 3'-6" 1'-6" 1'-0" 2'-0" 2'-9" 1'-0" 4'-6" 18" 2'-6" 1'-3" 3'-9" 1'-6" 1'-3" 2'-0" 3'-0" 1'-3" 4'-9" 20" 2'-9" C-6" 4'-0" 1'-9" 1'-6" 2'-0" 3'-3" 1' got,- n rods over fittings and embedded in concrete thrust blocks. ;r X, FITTING SIZE ROD SIZE N0. RODS EMBEDMENT 12" & LESS 6 2 30" 14" - 20" 8 2 36" Concrete :e �y - FITTING VOLUME OF THRUST BLOCK IN CU. Y0. VERTICAL BENDS " SIZE 11-1 4• 22-1 2' 45• 90 -, stone bedding 6" - - - 1.3 8" - - 1.1 2.3 10" - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12' - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. t 6' 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCK Figure 2 concrete pad 1 '-6" sq. x 6" deep Al 2� y. screw type adjustable valve 36" T box min. locator peg valve megaluggedy megolugs to main megolug _thrust 18" to 24" block 8 x 8 x 16" solid block (for valves 12" and larger) GATE VALVE Figure 8 Existing Pavement Minimum 1.5" overlay asphalt cant. surface course Type (SM) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Asphalt concret base + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + course Type BM) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Type 1, Size 21A or 21B 0 0 0 0 0 0 0 0 0 0 0 aggregate compacted to Doc) O O 0 O 0 0 0 0 0 O O O O O O 0 0 0 0 0 0 100% maximum density at Op00000000000000000000 optimum moisture content Bench Bench V//// Select Material Type 1 CBR 30 Bedding 4" concrete thrust block Z l.Wl NO In LAJ (0 00 Z N ct N V N 0 DD N Z W c- ° c° rn v' 1 1 OWN =� Q = u7 Z S V) o� Q a �n WW X tz U)Cn a c > I Cn � 0 w (/) Z W Approved soil or select material O Type 1, CBR 30 compacted to w 95, maximum density at optimum moisture content Ill E- (h0 w z Sand or #57 Stone a, .�.F'"'�.j�,ir .:.tC..�,t.,}.". t!l_ y.a:.•.'4j,ei.y^LLC v,,.,1.•.11ty`1a.1:Lu .::;:;::,C'��:1,:.:''Ci,'.'.c4'r..�a �.a i�fr'ti •: �,r r'til'c � 5.;:: �y 1 O.D.+24" r i W0) # For pipes less than 12", the trench width may be 36" max. ~ See UB-1 (Road and Bridge Standards Volume II) Q 1 co V.D.O.T. Figure 1 Cut Replacement in Roads with Asphalt Concrete Base and Surface 6" dio. schedule 40 steel pipe filled with 3' concrete and painted direction of setting to be approved prior to installation as required _� 1-concrete pad 1'-6" sq. x 6" deep 2" min. - 6" max. �� 00 C7 � OD ?N LN DATE: 2/16/99 SCALE: n/a DESIGNED BY: GRO JOB NO. 2096 SHEET 4 OF 4 v 1` :.. . M.-L33��z. kk+�*".,......+?ai�lP4tvT':`�*"k:'"•r+ri�,yN$y�, - sYs�i�H'Y�.. „ .XikSir.�M�Spta�E'. ,:;u?t: k;t�.&��,4 �. i'�:9",s.7,ti+Y�fs'�m#1�"C�kti�, A�IA4 FU TUrQE ROAD tffwQ E PL (2-- 3,Zoo �rtT r ►w."v t s i oN ) _A = 78. 54 ' R = 50. 042 V4 v ,\ l i e� 4 . vK ? J II to h lk O I ! N Qk �N h 2 IQ3 N. Q it ��II Q y h o O 1. 4E ry EW V [/. O. H. R/A/ /Z "' e leZISf/EO STONE ilP/.I ) Z" S - 5 c4l'e8 'f 6UTTER (/.QN. STD. C6 - 6 8 N C.PUs/gcv STONE (Z/A) AeIAI " oo` 00418[E SEAL ys i rEMR61R40y SreAW 84 4 e SED/it,/ENT 84.e e16 " ` ---' 1't4---- 0,9000SW F/N/SHED 60W MIR ---- 7'tO--- Er1ST/N6 CONTOUR �+—�fi�—■+--• S" SEINne S"illcE fit//C'L E.4NOUTS - w - 3/4" W,4 R S6Pl110E [/NE STO,PIW 04WIN P/oE .. 7. CONC/7ETE O./O FlJTU�PE c"'NTRINCE �4 X: 1-04ATclK /4 '- /5 `64R. Q • 4.S5CF.S� IAIV OUT - 7/0. �4e 1N5UL-ATEt7 P�UII_DtNG-__5'iST�M`�, 1tyG. �15� MGGHEE pSDAG� _ 0 V \\ Mcc�Ef E /N7,CRCA,',4N6E 42 h i R7. J7 h ti 2 h L OCA T/ON MAP -rcazE+/ - 2000' /Z " C.eUSA/EO STONE Z/.rA 8 " C RLISf1E0 STONE Z/A G "IPUSH Z " S - 5 PiP/ME if DOUBLE SEAL STONE 7 -- _ ' ~ EX. 6P DE -- —'—' --- - O.POO X-I SHED 6A4OE 715 h � � � W r\ o - 60 5' 40110E EMERCs ENCY IN, SR/zz W14 v .4r 71-f 50 `t//rAll EC-/ �P/P �P.0P D/V SP/[[ N/AY.4N0 S[OPE OF BE�PM . 4CROS/O& ONO SED/MENr NOTES /. INSTALL OETEN r/ON BASIN eepm ANQ OUTLET A/PE PR/OR TO EXC4I/,4 r/O/V ON 49.4L,OAIC'E OF' S/TE. Z. 101-.4C'E STONE F/L r6w 4poa o //V[ ET END OF O/�E TD .4cr ,IS 7s'",00 .4.PY SED/MENr aw ewlev 3. AF"re-R SITE /-V vE'GE7.4TEO AMO Sr..4B/ L/ZEO APEMO!/E AccUMULATEO SEO,/ti/Eii/T A/VO 6 ,4116-L FYL r6-R 41VO SEED O1STU,P9EO 4R6-4. SC.4 [ E / " _ /O ' tiO,eZ. 5 ' liEQ r SECT/ON TNRU ENTRANCE EROSION AND SEDIMEN rA r/ON DRAINAGE D/rCHES AND SEDIMENr BARRIERS MUST BE INSrALLED Ar rHE B£G/NNINS OF LAND DISrURRINO ACT/V/ rY. 2 ALL D/SruRBED AREAS ARE r0 BE REVEGErArED AS SOON AS POSS/BL E AFTER GRADING. 3. SEDIMENr BARRIERS AND ACCUMULArED S/Lr ARE r0 BE REMOVED AFTER rHE D/Sr!/RBED AREA /S REV£GErArED OR STABIL /ZED. * ALL WORK SHALL BE PERFORMED IN ACCORDANCE, WIrH rH£ VIRGINIA EROSION AND SED/MENr CONTROL HAND BOOK. S/ rE PLAN 7'04N .4AIV ASSOCIATES S rONEwAL L DISTRI C r FREDER/CK COON rY, wRG/NIA SCALE I" � 30' c/AN. 15, /98ro PEU/SED DUNE t4, 1064 PREPARED BY ✓ULY 9 • /96i GREENWAY ENGINEERING AND SURVEYING CO., INC. ROUTE 6, BOX /52- C WINCHES TER, VIRGINIA it For Informational Purposes Only 00 tH 6i r, r, a� �L a� m N r� LD CD z LD 1010 w,*h z ' y'�'�'• rda.tdndu1010 3' LEI Q0 - - t• SW plpt 1Md with z N coo" rop, r /tbw Z c , - In lIr di. p THIS AREA HAS BEEN REVISED ° 'cm I USE THIS PLAN FOR THE STORMWA TER Q =' block 0 a� c I •�� MANAGEMENT POND REB UILD w z z Lo A- A-w _ a t� x dk.c,ron a >o b. � 90" tpprovtd pfbr 10 Y>ttmlon L� (1) o (1) � tt requiredoononl• pod 1.4' W x I r dwp ' a� L o L d (n 7 min. - r mu h ..I Iry wont i N" to be niwnrm I "I" pb x 72 I. o of r.bo" lop d b.t boomm Poo ' FIRE 150_' ' dip HYPPANT WATER lOo' .. GAT6 F2P-r-,Po5EP ::� .• ,ii \/AI-V'E E5M'T. - T�•� ;, r x r -c-AN- - 7 20.�7 �' ::' �• �, X -77-,c". 7(o 14 EX . !- EA N - -To 0 • , : - : fntolwwoti lolril A D D ( -T I vN 9 V G- F2- • P i rbr.nal, TA I 7�0.�1 x PP -OP. CC- ' _ EXISTING Got-iG . PA D MINIla F. S.A. FIRE HYDRANT ASSEMBLY I I I 7Zo.�o f9prn� ro i -1 . rplelp. H.G. PAP-KtNG PF'o 'fir- 6„ rvr i ^ SIGN 3' D 7H I s3 x M 72-i-oG PPflP. Gam- 17 FZAMP 721. 52 STc (FLAG G- N.G. FLA MP N0Te FINAL l-OGAT(oN OF PlzopoSEP GG - 12 H.G. P-AMPS To bE 17E"rEP t••f ► N � D 15'r ti/ DOT !r_ISPEGTol3- . .I w z + PFb GG-! H `z V •Ttz I P G E N E AT oN If r- >ATA NOTE PPCIP cc'- (-:z H .G . THIS P-EVI�i(oN WILL NoT +- p-At..tP INGfZEA-7E Tf'-AFF(G AMP y\ Q Wl-L. NOT AFFECT TR-LP fl m G E N E WZA-f 10 N CjA -T A. _ 719 %- 7Z5 Ni�1 �o• M 3 r, 71S N lL o WATER N P I !-e 5 e�:A L E : ( ORRZ . F2-T. III ��j t3 - E aFFIGE 2 � 9 111171G N lAP-K ll II Y zs' 75' tu Q 1 tll � N W ' 71!>.72 w � I >; N L 1 I \ W x 1l �< Ii W U 727..-7x , � 71�c� to I '72 1.76 x `, EX Is-T(H G vVAP-9 HoUSE a UN E STc>R-( M ETA L all I LD I N G F. F. E L-E V. 7 Z Z. o0 0 bo, o0o SG2 • F T. _HI- IGHT - Zo' EX . WA P-E H oU 5 E ,:5�1N E STOfz-K M ETAL - E3L.11LDING F.F. ELEV. - 72-Z.00 3of c>oo ;Q . F T• HEIGHT = ZO' x 7 rV. 6o 1 I 71�.ba CX. \ r I I v GG-11 ,,n ui �• 71, PV.( c GLFALIoUT S?iM C-,C. FIRE a PP�f'oSEP PAVEMENT I H'(Df-ANT _- -- -- - - - - - -- 7i --718 - I Z N Z Q z Z J W e i O Z� ` z Q > 20� all J` LLL Z v �> j w dJ � C Q - N N = ZSIN, O co �' N o -' c" 7Zo. ,c OVE(z ao' ' EXISTING GWz-AVEL k ";___------------ -- 715-71� / - ""�-�-------71q--------- 'n �{TM-IA p � ----------"", -713 INS. "� - - - -71z - - / (o' z1-13 1 -- - - - - 8"pVG ruTt-ET ,1 �'i ,; ",- _ - -- -- 711 --- -- - ---------- - jj� Etc SM 7 FOR Gcl�L1NG r � , ' 1 I it 1 ELEOfRGL 1A aIT.E TS Sl'STE M �' .' I, 1 I 1 1 _ EX Ex. �{ " 5.�.GLEANoUT�.' DI,5TU12-5ED AREAS (? +710- SHALL HA VE , GMP 1 l8 PERMAN ENT III I , I , N i w SEEDING ' Il 1 n71�.a1ex.-------------------------------------- ---------------7i�----------------------" "" INSTALLCD. �;� ,� �41 �� - 71 ro � , --___ ----- _--- - - - ---715 - --- 714------------- - - - - - o �r '-' �� 5"I'vG_ - - -- - -- - --- - - - - - - - _ %II. r r GLEAt�IOUT Ex \� ---- �- EX.W.N1.\`----------------------------71i --- -- -- --- -----�,1''/ /�/ F�C.PIPETc, ELEGThiGAI. �� `-----------------------------------------------------------`\------------------- 712-----713-------------_IP_ -- BEREMoVEt� Q C,L4TLETS �i -----o-- -o - - - ---------------------- ------ --- --- - ---- --- ----------714-- - - --- -- ---------- - -- Wes, W ��4 ------------------------71q---------------------------------------------------714---------------------- PRoP.s'WIPE EMERGENCY [-�U1 E-4 ice- ----- - -- -- - - - --- --713 - - - -- - -- --- - - - --- -------------------713 - ----- -- - ------------- - --- ------ " - � SPILLWAY A T -713. 5o WITH / E SI.oPERdf' BER-MN E P-OFz(GINAI_ D �{ X . W.V_ INS/ _ -71b. 85 W SITE PLAN � Q EX. S" PVG OUTL"E-T FdR �`Goo�1NG WATEfL rviax . 71 S \ Ter•.[ R9 ' i l 7 � F VK 4 ;K . I PPopoSED If 16'- f8"GMP - wATEtz If GuT 70 In PPoFILE- ST�MWATEf� MANAGEMENT FAC,(UT1f PARKING TABU-ATIoNS OFFICE I PEIz z5o SQ. FT. 17Z5o =- 25;0 = S 5,PAGE5 WAREHou5E 23 EMPW-oYEES = 2-3 SPACES MAX. PEFz SHIFT TOTAL 5rACe 5 P-EG2uIP-C-O = ZS Tc,,rAt-- SPAGE5 PPaVIDG-D = ZS HA"P(C-APPED SPAGE5 - 2 R'EG2'D. ToTAI SPAcES PPflVIDeD = z PPbvIDEc> ILANDSGAFfNG GAl-�,vLATIaNS I TF-EE PER to SPACES RE62uIIUD ZS SPAGE5 = 3 TI'-EES• P-EcZUlrz-ED I -TREE PER 9-o F T. ZSo -=- -,{-o - 7 T P-E E ,5 F-E QU I F2 -C- r-), 7.::,7AL-TFz-eE! PP-oVIDEA IO =I„1 Pf�oPoSED SC.IGAfz MAP(_E5 ((O7bTA-) ALL-.TFzeE'S TO5E A MIN►MUM CALIPER A77IMEC`F PLANTING) Pf�oPoSEb HEDGE �Go(2At_t3EP-R`() �AI-L SHf2LIBS -TO 5E PLANTED 3' APAP-T h tlN. 3' TALL, ^7-rIMEoF Pt_A NTING ) To TA L- S H P-L16 5 PPO I/ I D E f7 = I `}- � W w� GFz-ADING NOTE GONTRAGTao12 WILL FoL-LC>W THE SPIRIT of THE OR-IGINAL PLAN AND WILL L'6E FzESPoN - r S1l3LE FoFz• PoSfTIVE DPf11NAGE To TH e SToP-M VVAT E F2- MAt-AGEMEN7 FAGILITK. �{ DATE: 2/3/98 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 6222 SHEET Z OF i Ex 8"W/L Construction Note: The connection to the main line its to be Made during non -working hours or. weekend only. Coordinate the connection `with the FCSA Maintenance Department 665-5693. I L CD C co CD rn CD d3 0 cD L C_ TD M H E OJ T Cn o, m CD 41 �t L H 0 Cu ii 0 f I I CO 1n �o to + Ex SSMH --_ TOP= 721.12' INV.= 711.00 t0f) (RESET TOP FOR ENTRANCE) 0 0 k w j 722.�' a PLOP FIRE HYDRANT l=ASSEMBLY i 3 I � , 723.3' i� fd \ IN1V=719.5 Remove 'CG I '0 y722.77' t d Ex 12"cross with 8" Reducer, 8" Gate Valve, and one joint of 8" pipe. Remove the 8" Reducer, 8" Gate Valve, and joint of 8" pipe. Install a 12" Gate Valve and 688' of 12" SDR-21 PVC pipe. Maintain 4' of cover over the pipe when laying. 0 O� 0� � OQ �Q �� W W W W W W w W W W W � W Install a 12" gate valve and one joint of pipe. Install a 12" Tee, a 12"-8"Reducer,8" Gate Valve and 70' of 8" SDR-21 PVC pipe. Install a 12"x6" Tee, 6" Gate Valve and 120' of 6" SDR-21 PVC pipe. Maintain 4' of cover over the pipe when laying. Maintain 4' of cover over the pipe when laying. o 00 PROP FIRE ! xHYDRANT i- 0' w ASSEMBLY ° 150 •• •• 1 PROP BOLLARDS° ' 100 r` I PROP LEAN-TO ADDITION o 1, d, OVER EXISTING CONC. PAD ° EX. BUILDING EXISTING WAREHOUSE ProPar=d I O (LEAN-TO WITH CONC. FLOOR) ONE STORY METAL BLDG j I' J TA ESIIfi space 1.88' 30,000 SQ FT Proposed I PROP CG-7 7217 _ islnndete PROP H C FIN. HEIGHT 2022'00 if / �t PARKING SIGN PROP CG-12 PROPOSED USE I RAMP PROP H/C 29,000 sf WAREHOUSE f f • PARKING SIGN y 1,000 sf OFFICE I i OFFICE 1 y y IB A 1250 sf c �- 25 V 10' Dock Door a ' ! 17� 3 Man Door 3 Man Door I w 720.2' w H/C SIGN ulJ y 4- 10'O V] t> 24' 20' 18 PROP 7' v P -� EXISTING WAREHOUSE 17 + S%Wc. j H ONE STORY METAL BLDG " !l 719.T F 58 750 sf 0 12' Dock Door o I 20 .`'d = Ht = 20' o 184 x Downspout (Typical) ' 26.3' �a 7.25' O PROP T N ~ CONC. 1� 81W o .B. v ¢ G sj s+ 10' Dock Door ht ! c r E 19 I n. 3 Man Door x 719.0' 184 I 30'B 19, ; rT v ; Pavement 722.0' ## PROP 7' a 722.8' a EX CG-11 ! 4§ect on S CONC. S/W IM-IENTRANCE 6" 21-B $ I 300' 19 19 17A 184r' 18-Q 721.5' (2t2 I lO'R I 719 ° 1 I �l II . { i I 25'R e1-x p c9 16 ;' PROP -8R x20Z + ' 19Q G0� rr 1 10' PLANTER **Notess � 171 � The contractor will be 10' 28.3' °' for insuring positive i 7Z0.01 a) 1 •� 720.201 II i I . 19 72b.1'' 1 x 720.0, I I I PROP SIGN drainage from the site. ,/ ' MAX HT=60 717. Spotshots and grades 150sf MAX 717.2' 181 18� shown are for guidance ' . ,/ 17�_._.- R 1o'setback 8� 5'R , �- , and will be subject to rop BQ1Ta�^ds '. lo'R 17$ 5 R7 field verification. ;iFf �i5 4� I 19A 17� .,.,.172� PROP MH 719.7' *I "* Vy TOP= `i19.5'_ _._.,_._._._. 19, O INV.= 7ll8.4' lIV i O 5" ASPHALT �TED CUP) H � ? 5 x 1a S R loc I 716.2' � " 11INV ti I 718.5' x 10 l I ; 0 {1 O) �i rF�\ j fi L III'= 20 R ^ f ,r x I717.0' Ex Gravel PROP EP I **Note** PROP CIG-11 I Set finished road grade Pavement f�'f ' 0 ENTRANCE ! -'Inv=713.9 at or below the existing 4" IM-tA / , ' i -: „ grade in order to s" 21-B 8 PVC Outlet '5'R 184 f 16 prevent ponding. for cooling system _ _ __ _. _ __.__ ____._ _ . __ __ __.__ ___- _-._ .__ _.__ _ SWM Pond must be refurbished 7181, x y1B•1 - - APPROX. LOC. OF 4" SANITARY SEWER LINE as shown on sheet two. ff J i --. .._. _ .____ -_ .._. _ .___- _._. _.._ __._ _._ __._ ,--..___ _W_ .__... ___ ____- ____ -._ ..._... �_. T __..__ ____ ___ _____ ._._ __-- __-� �,.• ,,% Inv-713.Q! 15 WATERLINE EASEMENT .Mailbox__._...-...r_ -- o - - - - - - - - - - Inv_712.�' TELE P_E UY WIRE '15.3 � EX ENTRANCE c I.B.S. PARKING ROOF CENTER PARKING LANDSCAPING CALCULATIONS 1 TREE 10 SPACES REQUIRED OFFICE - 1 PER 250 SQ. FT. OFFICE - 1 PER 250 SQ. FT. 40 SPACES = 4 TREES REQUIRED 1250-250 = 5 SPACES 1000-250 = 4 SPACES 1 TREE PER 40 FT. WAREHOUSE - 23 EMPOYEES= 23 SPACES WAREHOUSE - 7EMPOYEES= 7 SPACES 1000=40= 25 TREES REQUIRED VDOT: (MAX. PER SHIFT) (MAX. PER SHIFT) TOTAL SHADE TREES PROVIDED= 25 182+ Prop Grade 717.0' x Ex. Grade TRIP GENERATION Class Sq Ft Ratio 140 -MANUFACTURING 70,950 0.00382 =271 150-WAREHOUSE 29,000 0.00496 =144 715-OFFICE 2 250 0.01157 =26 Total 441 TRUCK TRAFFIC 441 Total =882 VPD's 1) 0 ENTRANCES ARE TO BE TOTAL SPACES REQUIRED = 28 TOTAL SPACES REQUIRED = 11 BUILT TO VDOT STANDARD CG-11 SPECS. TOTAL SPACES PROVIDED = 28 TOTAL SPACES PROVIDED = 12 = PROPOSED HAWTHORNES (15) 2) CG-12 RAMPS WILL BE INSTALLED BY THE HANDICAPPED SPACES - 2 RE IURED HANDICAPPED SPACES - 1 RE IURED� CONTRACTOR AT THE DISCRETION OF THE - Q - Q - PROPOSED DOGWOODS (1 ) VDOT FIELD INSPECTOR '�•! TOTAL SPACES PROVIDED = 2 PROVIDED TOTAL SPACES PROVIDED = 1 PROVIDED 2 = PROPOSED SPRUCE (1) 4. (ALL TREES TO BE A MINIMUM 2" CALIPER AT TIME OF PLANTING) Z_ LAJ N O U) W co CO Z N � N ; L7 N 0 00 N Z W C •- a S C° rn J � I I N - i Q = U-) a� I Z c p 0 ? a 'W tz X c� �� rn a� o o C a) �i CZ o w cn 0 U fx A w � x A w Z 0 z w _0 a 6 z w co E z c Z w A U V E 2 2 W � 0) � rn I rn Q C\2�2 C) , .4 c) DATE: 1 /11 /99 SCALE: 1 " = 30' DESIGNED BY: GRO JOB NO. 2096 SHEET 3 OF 4 740 735 730 725 720 715 710 X Ex. ' Grade I Maintai 4' clearan e far futue road p vements.o I [ i I [ ► I I PVC � , � � , � ; I i 12" SDR-21 j i Q ao �' v is b �a a ! cv a i a�00��� �W � �`��> _ y �/Wy� r, 1 [ ai ^, a I 0 ' 0 o'er �b I[ +' nna,��� i + .� I j I ' I I I ��� + o I 740 740 735 735 730 730 725 725 720 720 715 715 710 710 i 1 � i I i j 3' Min. C earance 8" SDR-21 (PVC i 1 W1 4 (W[ i a� 4 � ; {{ I - H� w � f � b' b 1 Q) i m 1 O a) coI ... 0 _.Cn i a I a 1 t- O[ +o 1 o �b W I o o x I I I -- -- ---- -- ---I ------ --- -A I 740 735 730 725 720 715 710 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 0 1+00 Proposed 12 Waterline Profile Proposed 8" Waterline Profile Horizontal : 1 "=50' Horizontal : 1 "=50' Vertical 1 "=5' Vertical 1 "=5' general backfill general backfill 6 * grade trench A r ✓ ;i1 j�v, timmimum16" minimum 0. D._ 8„ 8 — _ 8" form (ward (top )- *�---"-�+ .'. b �'' �, machine ecovation limit 24" carefully compacted 24" carefully compacted select backfill ;�. ;�, select backfill T stone aggregate `6» stone aggregate STANDARD 1 �2 O.D. r- }f;g trench bottom ; gate valve � boxes ,`� gate valve do Box undisturbed earth stone be 6" TYPICAL SECTION concrete TEE, WYE, OR PLUG In lieu of wood forming the fitting may be wrapped with *denotes hand excavation polyethelene, and the concrete poured to completely surround "D" = 12" min. for 10" and smaller pipe CONCRETE CRADLE the fitting and against undisturbed soil. The bearing dimensions p" = 18" min. for 12" thru 20" pipe t di b d 1 h 11 h general backfill i � 8 _ 0 D 8„ i $ carefully `>A 24" carefully compacted compacted concrete select backfill select backfi 6„ O.D. `:, . - / 0.1 1 2 O.D. 6" ^ n-1 h^^kfill stone aggregate concrete CONCRETE ARCH CONCRETE ENCASEMENT aga/ns un /s ur a sal s a remain as s own. see chart below for A, 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS *s" minimum Pipe Did. Plugs, Wyes & Tees 11 114' and 22 1/2' Bends 45' and 90' Bends -- A B C A B C A B C 6" 1'-0" 0'-9" 1'-0" 0'-9" 0'-9" 0'-9" 1'-3" 0'-9" l'-9" 8" 1'-3" 0'-9" 1'-3" 0'-9" 0'-9" 0'-9" l'-6" 0'-9" 2'-3" 10" 1'-6" 0'-9" 1'-6" 1'-0" 0'-9" 1'-3" 1'-9" 0'-9" 2'-6" 12" 1'-9" 1'-0" 2'-6" 1'-3" 1'-0" 1'-6" 2'-0" 1'-0" 3'-0" 14" 2'-0" 1'-0" 3'-0" l'-3" 1'-0" 1'-6" 2'-6" 1'-0" 4' 0" 16" 2'-3" 1'-0" 3'-69" !" 1'-6" 1'-0" 2'-0" 2'-9" 1'-0" 4'-6" 18" 2'-6" 1'-3" 3'-1 -6" 1'-3" 2'-0" 3'-0" 1'�3" 20" 2'-9" 1'-6" 4'-0" 1'-9" 1'-6" 2'-0" 3'-3" galyn rods over fittings and embedded in concrete thrust blocks. TRENCH & BEDDING Figure 1 FITTING SIZE ROD SIZE NO. RODS EMBEDMENT 12" & LESS 6 2 30" 14" - 20" 8 2 36" concrete •� FITTING I VOLUME OF THRUST BLOCK IN CU. YD. VERTICAL BENDS 4 SIZE 11-1 4• 22-1 2' 45' 90' stone bedding j 7.": " 6" - - - 1.3 8" - - 1.1 2.3 10" - - 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14" 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 5.1 - 18" 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCK Figure 2 concrete pad 1'-6" sq. x 6" deep block screw type adjustable valve box O X 0 X 10 50110 OIOCK (for valves 12" and larger) GATE VALVE Figure 8 Z IWJ W �0 �_ Z N N I U O 00 N Z c - W •S (° 0)J T N I Z c <n oIt aj X t\ a� a) (n a) o C o c 73 w u7 U_ Existing Pavement Minimum 1.5" overlay asphNmt) cant. surface course Type + + + + + + + + + + + + + + + + + + (BM� + + + + + + + + + + + + + + + + + Asphalt concret base min. + + + + + + + + + + + + + + + + course Type (BM) 0-0-0 0 0 0-0-0-0 0 0 000 0 00000 0 0 0 0 0 0 0 0 0 0 0 0 o C Type 1, Size 21A or 21B 21A or ?JB O O O O O O O O O O O aggregate compacted to O O O O O O O O O O O min.10 0 0 0 0 0 0 0 0 0 0 0 100% maximum density at 00000000000 00000000000 optimum moisture content Benchr/`��/////"/��`�///`/��////"/��`�///`.ABench Select Material 0 E- Type 1 CBR 30 Approved soil or select material Bac Hill Type 1, CBR 30 compacted to w 95% maximum density at i optimum moisture content W (h0� O.D. 1pe w z �--wary. Bedding 4�,;:� `_? >.=f;^=7� Ff Sand or #57 Stone r~ O.D.+24" W • For pipes less than 12", the trench width may be 36" max. See UB-1 (Road and Bridge Standards Volume II) Q CQ co V.D.O.T. Fiegure 1 Cut Replacement in Roads with Asphalt Concrete Base and Surface i trench width " as re uired 6" dia. schedule 40 steel pipe filled with — concrete and painted yellow 7* r 18" dia I concrete thrust block concrete encasement BOLLARD DETAIL direction of setting to be approved prior to installation as required _� r-concrete pad l'-6" sq. x 6" deep -� 2» min. - 6" max. II stone to be minimum screw type of 6" above top of base adjustable valve box S1 Dne locator peg megalugs IA Ff- 1"P �s 0 a _ �0 O O z v 0,0 pgo OR DATE: 2/16/99 SCALE: n /o DESIGNED BY: GRO JOB NO. 2096 SHEET 4 OF 4 v 0-