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SUB199700022 Plan - As-built Preliminary Plat 1999-09-29
; 1 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineer (296-5661) 46 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavationfor underground pipe iny(29 tationPmust 1comply with OSHA Standards for the Construction Indu CFR art 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitt:ed to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are -to be fertilized, seeded and mulched. The maximum allowable slope is 2: 1 (horizontal: vertic:al) . Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or, a natural watercourse. 6. Guardrail locations are approximate. Exact length, location andl appropriate end treatments will be field determined ait the time of construction. Additional guardrail may be required ait locations not shown when, in the opinion of the Director of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of the pavement to the face of guardrail, and roadway shioulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director's designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge iof pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street nama signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sian Requirements". The developer shall be responsible foir maint'eriance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat.:vali.00on. Should the final plat for this project expire prior tto 'sigrting• and, recordation, then .approval of these plans shall be null and d. 16 ` Traffic.control 'or other regulatory signs or barricadies shall ire. installed by the=developer when, in the opinion of the Director "of Engineering, or the Director's designee, they are deemed nec&�tavy in order to provide safe and convenient access. All signs or other•, regulatory de,;ices shall conform with the Virginia Manual for Un;.f0rm Traffic Control Devices. I GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line o.f the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 20, 1963. amended July 1, 1989. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001) 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. 20' wide easements, centered on the pipeline and appurtenances shall be dedicated to the Albemarle County Service Authority, except where the line is in a public road right-of-way or an access easement, in which case the access easement shall also be dedicated as a utility easement. B. 3' mimimum separation required between water line and storm sewer culverts or 6" separation when waterline is insulated. Use 1/2" thick Therma-Cel Pipe Insulation in 3'x 4' sheets as manufactured by Nomaca, Inc. or equally approved by Albemarle County Service Authority. Insulation to extend 5' beyond centerline of culvert in both directions or 5' beyond ends of culvert when parallel.. 9. Touch read meters are being used by the Albemarle County Service Authority. To accommodate these meters, meter lids will require a 1 3/4" hole taped into the center of the lid. Blind taps or plugs shall be provided to prevent debris from entering the box prior to meter installation. 10. All water and sewer appurtenances are to be located outside of roadside ditches. 11. Certification that 95% compaction is obtained shall be provided for all fill areas under water and sewer lines and appurtenances, This certification shall be signed by a Professional Geologist. The certification shall state the exact area that the certification applies to. 12. Valves on deadend line shall be rodded to provide adequate restraint for the valve during a future extension of the line. TYPICAL 5ECT10" - RURAL N. T .5, A 50' R. 0. W r 7 iV/ 6el,49DR411- g' W/ GUflROR,AIL 3' 4' SEE NOTEA 4'.* C' FOR 6' FOR *,k R04DW (0-00-3+00) )7049 4' (0100-3#00 N. V , P,4VEA4EA/T 5PEC/F1CAT10A1 ROAD A (0+00 TO 3-tOO) ROAD C (0+00 TO; 6fGb) ROAD C (6+00 TO END) 5U88A5E : 8` " AGGREGATE (Z!A) 5ASE 3 .95PHGCO�G4TE (ZlA) BASE : 3 A5PH. CONC. BASE : 3 450-1. COAX BM-Z OR BR-3) (�'' ASPH. COAIC.)(5M_Z,4) 5URFACE: l5MA,5PH. COA/C.)(60-ZA) SURF -ACE /,5'ASPH. COA1C. (5M-ZA) ROAD A (57W 3 f 00 TO 6AID ) ROADS 0, D) E E F Bf�SE 6 " AGGREGATE- 31,q5E IX47-ER/AL TYPE -ZIA WI PRIA16 COAT SURFACE E 5N-ZA (ZZO P. S.)". ) ,JUTE 4 PAI1E.06A1r WIDTH = /8' FOR RO,405 B, D, E F AND ROAD A (STA, 3 +00 - EAlD) , PANE MEAT WIDTH = .00FOR ROAD A(STA. O ,00 - 57K. 3+-00) AAJ,O ROAD C. AJOTE 8 GUARDRA/L L0CATI0A15 WILL 86 DETERMJAIED 8Y IA/SPECTIOAI AFTER ROAD GRADIA/G TAKES PLACE. TYPICAL DETAIL S FOR EDGE OF 0,4V61VE"T RADII SCALE: P' = 50' 1 VICINITY MAP N. T. S. GLENMORE SUBDIVISION I1/7ERSECT/01,/6 EASEMENT NOTES TO APPEAR ON FINAL PLAT: CUL - DE - SAC 0 CTION 41 1.). The developer reserves a 10' utility and/or drainage' easement along all lot . lines. " The developer reserves all those water and sewer easements that will be centered on the facilities when constructed. Approximate sanitary sewer f easement locations are shown hereon. The developer reserves all those drainage easements as will be necessary to pr9gterly maintain all roads. Twenty foot easements are to be centered on all f drainage culverts and all drainage ditches which leave the roadway. Common areas are reserved with priority for water, sanitary and permanent drainage easements where applicable, but not to the exclusion of other uses. 5.) The private road. right-of-way and open space shall be owned and maintained by, The-'Glenmore Homeowners Association. LEGEND 0---S fl Proposed San. Sewer - - - - - - - - - - - - - - - Proposed San. Sewer Lateral' -�- _ ❑ Proposed Storm Drain w w Proposed Water Line -a Proposed Water Service, double o E Proposed Water Service, single �-s-•aur�rs ,,�c�0 ,LT 4y ©� C) J. Thomas Gale Lic. No. 1443E /; 0 S U R It: S.HEETINDEX COVER SHEET SHEET 1 - PRELIMINARY SUBDIVISION PLAT SHEET 2 - ROAD A SHEET 3 - ROAD B 'SHEETS 4 & 5 - ROAD C SHEET 6-ROADS D & E SHEET 7 - ROAD F SHEET 8 & 9 - SANITARY SEWER PROFILES SHEET 10 - STORM SEWER PROFILES U ICU H � C) CU ICU ' H z 0 H co CC +�� rr rr > < o _I w J CZU KJ UJ H > UJ W W t- z 0 � � r_ O J Q `-i (n CE _ U CD U) cc 5 W CC u7 M W Q U)w CC z ® w W z 0- ® 1-4 CD O cc Z w _J DATE JULY 24, 1997 1 SCALE CONTOUR INTERVAL I 1 U) Z Q a ,,� Z W -r > cc �3 CD O' , Z lz r"lo W/ co W a W Li w Q 0 0 Cl SHEET COVER SHEET.> FILE NUMBER 387 d SCALE I" = 100' 100 60 0 100 200 ODENO TE5 EXI5 TING 5A NI rA R Y 5 ENER EA 5EMEN T il DENOTES FRGPOS�S . .... 5 TORM DRAIN E IDENOTES PROPOSED SANIT;ARY ISENFR,-EA50ENT / f IIIIII0 f ------------ II-------------- tilAS D I�_.#X OF V, NK, 96' — IIti f ... ........ ,- ; I .1 0 fsc� A Dl).dr TAX MAP 94 PARCEL I\ 15EC T/04Y ro A107E SCALE IN FEET -60 S371tcry Sww FIM Zoned RA 4RE,4,., A?Ewq� -OR fD6 54C /,� XJOT 777js Lot Will Ated CD Furug-4- RbkbcA7-6A151bAi C0A1,)5TRUCTE,5,.j,4 T To Be RiWad To cj) 66A 16X 14cc, S Maftle A5-�. S46*31'31"E 1977.05- ell— F'�tqQ R/ I�47. 7 F-4 E 0 CQ S33 U) p: 0 F-4 10 2. 5 f 98.1�jf Y/ 00. 6' 9' 50. I910 .99, U) CE > f_26 D�AOAQE Co. 0 L OCK &5 - — --------- c—, �M M r�_ LU cn cj r IW. 10 cn (O U-) C'I CX-) LA- ------ 77 U-) cz CD Icr) c-6 cy-) 0 0 II_j 0 rr Y01 :7 I ObE14 RESIBLE OF 7AX MAP 93A I PAfiaL I __j -r LIJ �4 kc 0) u f. I u t5MT FO C4B#WE A55XIA TES LB4ITED PAR7AER5HIP ..... ------------ ---- . ....... D.B. 1161 p. 313 ------ I I #AIN CD r U) ------- -- ---------- 0 AWAGE ESNiT 4� > cn w ... ........ f > RAND6.LK�ON( =1mdte Ce nterline Pm 6orty fne Is ADM L a: cn IM . - I - , --- j cc f);J)nffGmed\Qrahag� Swalia. Lu ui LLJ Polo/- z < z CC 0 .. .. . ........ LLJ 0 ITO .9341 LLI 0- 0 A co �7 ro LLJ _j rt z 0 10TAV� -FARML 50 4C ----- - T ,�,RTHA -386 FROM (A) 1 UkV (plat),. PUUNUAHY IS ALONG CENTE�111INE OF STREAM. Z' M RA 'e- IPRINCIPLE �,I L�SES SHOWN. t' > >< A\ 'I 1 t 1 I1 1 1 t L3 TO Be- COA115 TRUCTED I,:�W41 \JV �p* /v 5 EE D5 0,U SH6ET (z cac) T sDATE PV z IMAY 5, 1997 ......... ..... .. %10 . . .......... . ....... IISCALE 5W" AU II100 ��tr 145 Iji A CONTOUR INTERVAL III2 FEET j56 7' 1 4- IIIW_ il, s1 f .1 IIIIf IfIIIGOLF COURSE ... ......... t W ENA NCE A RE4", Iz IUNT IsI I 1, 0 IIf -1 f �j 3 uzyr f Lo a. 0 fILLJ s>ififII. ...... ..... . ...... ....... s.......... ------------ a ? . . ... .... . ........f I . ....... . .. ----_------ ------- ----------- .......... - - ---------- . . ........ --- - ---- - ------------ . .... ............... . ..... - - - -- ------- -- - ----- ------ Icla I0 f---------- IIsfII< e I P; Ip ..... ...... ff 1 110 m' a��t" a e > ....... . ..... ifi. . .... No. 4J . . .... ... ISHEET .... ......... i(RQAPj ....... ...... . 1 10 t! - - ----- NO '1rAD.--DUAL.M ETE vi, ------------- ----- 50.1k QE_L NE -0 T _-90 . .. . . .......... iAS' b U ILT,'� L-AT, El TAR -SfiqwN;\ NOTE: A FILE NUMBER ,FR 'k-_-T-HE-CEN-tERL1 _OF---T p MAN . ..... \D0_WNS_TRE-AM HbLE. 7 38 EXHIBIT A (DAM PLANS) 420 410 400 360 350 .......... --------- ---- ---------------- • r. .... . ....... Z.. . ....... . ........ .. ..... . ..... . .......... . . ........ 173' p V oo TS r t4 "r- 0 -jury L p - V%' 1.10A3.K1 111 r I GE LEO IN t0ht mow" r�, - tle VVIDT -3 OU p -ro /9 7' 0 ��[�� �\ Pit N_ �� C�- p.l. /,-� �`` ✓1•f ��. b :`' \ '� RRy` Q�. R`� F A) �1/� erg �.. kt, 5 1" 1 \:,5 ''! EV 00 W-1 14. 01 . ...... . . - - ----- 14.5 W. L ,Q) .. ......... 0if--------- ------- 01 ui i C) ff I 6) bx6x8j, `Tee 2- 6" d . J "w" f 1q, 7' ly 4, ------------- ------- '0 . ........ PATIO �f AG� % �D 3 f MAIt4-fAIN T\n tc;, Q: V (j J " N L J T, MATCH SHEFT 4 1 MATCH TO qHPFT u+uu Ituu d-ruu ShM Y NOTE: 1" SERVICE LINE TO DUAL METERS 3/4'SERVICE LINE TO SINGLE METERS V5D ....... .... ....... . . .... ...... ................. ...... ........... . ............. ........ .. u U Z MI c T C) u) < Ll . . . . . ..... ..... ... ..... . . . ... .. Cj i M r, X -c y _Z4 4-) U) LLj > Uj _j 4 Lij 711 all E75 % o < 15" SD li................. .. ........ . . . M cl LO ....... ..... ... LQ 28.0 0 27,3 LC /00.00 I L C 75-00 . . . ....... ..... .. ......... . .. .......... ............... J_ruLj (4-rUU MtUu t)tuu /tuu b+uu 9+00 10+00 A20 410 390 4- 350 u J. Thomas Gale 5_ Lic. No. 1443B S u R. 11+00 I C-) :27—, Cu cu cu _< Lo C) C3 _< cz) CC LLI C) _j cz Lu U) C) CD LLJ M: _j rr 0) u CD cn cn cc C) cr_ = En cn Im CDM Lu w 2 C—) ui :z _j a- F--i CD CD 7-1 27-1 Lu _< I REVISIONS OCT. 30, 1997 (CO- tNU-COMMENTS) DECill 1997 (CO. ENG COMMENTS) SEPT. -29 1999, (AS BUILT PLANS) DATE Ju 1 24, 1997 SCALE HOR : 1 " = 50' VERT: I" = 10' CONTOUR INTERVAL 2 FEET ) ci, cli z CDC UJ CC Ono .z Qt GNU Z 0 c) < LLJ -co 0 w _j aU) Ct- cr < w M _j SHEET 2 '0 FILE NUMBER No. 387 GLEN-41.PRO 420 410 400 390 360 350 a U CD 0) CU c\j -c :z CD C) m -< CD ui C) _j cz ui u U) ui ui CD C) CC CD C-) CD cn CD ui ZD U) U) rr Lu r-r LLJ LLJ 0- cr M :z REVISIONS OCT. 30,1997 (CO.-ENG.-COMMENT-.S) DEC. 119- 1997 - (C ' 0. ENG. COMMENTS) SEPT. 29, -1999 (AS BUILT PLANS) I I / � � � ," s ���.'S-'.�.� M r..J.. C:� r � � � l�,a,�. .._____.__� .. ,�,,.�- L,J.��77 � � �� �. DATE r'' (� �� - C c _ M ; F Jul 24' 1997 � 0000 70W MATCH TO SHEET 2 NOTE: 1" SERVICE LINE TO DUAL METERS 3/4"SERVICE LINE -TO SINGLE METERS ---- ------- ---- --- WILT5HIRE CL-0,5E', (350'R-b W) .......... . . ROAD 'B' ...... .. . 'LC IV5,9 75.00 37 i"". .3 ............. ... .... Q LQ ......... LQ C) <) U) CD cu L0 C co 0) . ....... ...... 45 Wk T parlt 'c ....... . . ...... . ...... 4 ku w w DESIGN SPEED20 M.P.H. 45 BUILT t PI�OrIL E 00 .... .............. .. ........ ..... L D .......... . ....... ..... C N. ul M -p En L C) LLJ m t}—, (D I i 6X6 ' 6iCL \ ( 1INTAIN-3. M(N ..... COVER.-.W.Ell om fn cn 0+00 1+00 2+00 3+00 4+00 5+00 420 410 400 390 CMIIIIIIIIIIIII 370 MIIIIIIIIIIIII 350 6+00 CY u J. "Thomas Gale 5- Lic. No. 1443B I SCALE HOR : I " = 50' VERT: 1" = io' CONTOUR INTERVAL 2 FEET < a Lu z m cc LLI > cc OMZ m:m�-i 0 L-u F- z:ZD LLJ 0 I- < u CD<Lij U ::Izo w cr w < SHEET Fr 3 10 FILE NUMBER �U No., 387 GLEN-41.PR0 MAI Utl FV Stitt 1 ti NOTE: 1" SERVICE LINE TO DUAL METERS ,3/4' SERVICE LINE TO SINGLE METERS MATUM TO SHEET 6 410 100 390 3B0 370 340 d J. Thomas Gale Lic. No. 1443B E p� e Z cu H � cu w .Q F—i Z F—i ® 0 H r 6../ 0 cc Lu Q cz � w u H H En W Li Z t— .Q m U CD w cn cn cr c) rr Q� = cn w rr cn Z Z. w a. H Ca - p Z Z W J REVISIONS OCT. 30, 1997 (CO: ENG:'COMMENTS) DEC. 11,.1997- (CO.- ENG.-COMMENTS) -SEPT 29, 1999 (AS BUILT PLANS) L v DATE Jul 24' 1997 SCALE HOR : 1 " = 50 ' VERT: 1 " = 10 ' CONTOUR INTERVAL 2 FEET rn ai N H Q a Z Wrr H �� �U wJ Q o=z vm Z�0 O0 0 0 A u (:) w ��Cc y 1 a SHEET 4 / 10 FILE NUMBER No. 337 GLEN-41.PRO NOTE: 1" SERVICE LINE TO DUAL METERS 3/4'SERVICE LINE TO SINGLE METERS MATCH TO SHEET 4 J1 n N.N" p4�q I I I "pi C6�IiWAJ.4 %IN '490 -(56E 6NZ ,44," —4— ............... . . ...... ..... ... .. 4 COIA I 90 15 - %1 1.1PR IN 'N L P0,06 11 N % N 9 ru t f fX) i f I : to I \, � Q j It v I f ' 1,6-5,07 TE 7 Irp,&-t�Opp. 377 1- -47) -YE,1:4 1146L ly �ppp J"f " I �5 , _q Akit Wo c -f - �GDp,!� AuJ f I' u u T `( Q w up w \j /I .377384 (PW)o i FIRE HYD. ASSY� J'-------- 14.7' HYDRANT ESMT \j (9 \'J 157 \V lilt it b i,q \,\N % A, P) 0 V. U) 2 v jr, f it Z_ (—A cr) k 4pppi ?r to 60', 5.4"1 TqRv rt 4,3 7 7 - J84 (P6,4 T) f 06AY01 E P-,--65A4T-- V, D ............ Q�)U,5TM,60r)? if (6U,8JECT fO F18L Q) X r ce", - fI I I I t CA 'TU IF0 3 c� f MIL "A ON ........... N f l \514ET Of9E 60',5TOR10 DR,41AI E,45&t1161V7- D ......... . 66D Pp. 3 77 (P& 4 7) 370 360 350 340 330 320 310 4.5 'Af .4oiv* P.L3 W.1 0 1�tuu 1j+uu 14+UU lb+UU 17+00 18+00 -T. 350 340 330 320 . 310 19+00 0 u J. Thomas Gale Lic. No. 1443E "VO S U R I I cy) cu Cu F-i C) M cc F-4 (n -< CD ::- cn cc U-1 .< C) _j cz U-1 F-4 U-J C):Z M Ljj cc CD cn m cc: C) cc ZD cn in uj m ui cr- ui :z -< .-i Lu 0- CD M :z Lu:z <c I REVISIONS OCT. 30,1997 (CO. ENG -,C-,OMMENTS) -SEPT-.--29, -1999 (AS BUILT PLANS) DATE Ju 1 24, 1997 SCALE HOR :I" = 50' VERT: I" = 10' CONTOUR INTERVAL 2 FEET E—= vi (0 0 a. < uj w 4-J z IT-1 uj (0 M. > 0 CO zm u z ::) 0 UJ m - -i< u CDj Cf) -0 w -j cc w 0 cc SHEET 10 FILE NUMBER No. 387 GLEN-41.PR0 Y. ........ >j J ;Y -p DO, 377� 384 ( PLAT ) Ii J1 4t 1.5a f 1y) -- ---_-------- ..... ..... .... .... . ..... -EX 0 .5 L 77 IT: i; 1 ly;:; Am , eo A it -5- 77- J, 11 I If 0, TAih M b'HORIZA 177- TYPE A BLOW/OFF Z a EAgEME. A11 f . I If QV, "A x 1: lfh I: ii >< 0— ., I % A m j III: EAtEMEWF 1060b I00-7 tt Ti 4 Rzz; 4 '4 00 LLJ 1�15 NOTE: 1" SERVICE LINE TO DUAL METERS 3/4'SERVICE LINE TO SINGLE METERS 410 t 11 u+uu 1+uu ;J+uu J+UO 4+00 5+00 we] WITS] 370 360 350 340 7 Ij ., 11 "sN IN Al, 1 IQ, Z(b, X_ �v J, Vi w w /8. Z W 17, q0 0 0& 'G, FIRE _A R:MEN n-06- __ I I I PP., j - ,_ IIEE T DAI,4tN.4 f f A BLqW OFF a EASEMENT 4h D x x W-A V.— V. i x 0-sz fl. J A -I ��i_ PO AD. 'E D- w j I .. (Y %DBL-1660 pp. 377-384 4ra 4 m/ L0 + t ------ lwy DZ D 377 _A \-A 6-45644C jj_ 07 (Al 0447 HYDRA IO ti 11 S 34 (PLAT) w .... \ f f ! i l ; t S TYPE AT ,r� D.B. 166DAA. 377-384 ( 0 C-3 CQ c> CT) c\j c\j C—) CD CD cz, F0__4 :I -- CD m Cc Lli _j C:) _j_j _j uj u ul CZ F1 Lu F_ C) C) LLJ _j Cc _j .< CT) u CD cn cc ZD Lu c ZD U) cc LLJ ui :z cc _< Lu _j CD Lu 0- :z F-4 r_1 cr_ CD :2-1 :z _< LU _j I o • .REVISIONS OCT. 30,199.7 (QQ.-ENG.-.COMMENTS) :D . ENG.- -COMMENTS) EPT. -29 1999 (AS BUILT PLANS) DATE SCALE HOR : 1 " = 50' VERT: 1" = 10' J497 u J. i homas Gale > Lic. No. 1443E CONTOUR INTERVAL 2 FEET 400 Ann 390 ■ 0M 370 360 350 340 330 �_4 < CL cr > LL cc . >: Ono, C) .z co D 0 !) c C-) - Lu LL, 144 -cjr U) <_ m Lij 0 10 I < 0 Qz cr 0+00 1+00 2+00 3+00 4+00 5+00 NOTE: 1" SERVICE LINE TO DUAL METERS '314- SERVICE LINE TO SINGLE METERS — E0 ... .. . ....... . k7- r 0 O SHEET 6 10 FILE No. 387 GLEN-44L.PR NUMBER 0 410 t 11 u+uu 1+uu ;J+uu J+UO 4+00 5+00 we] WITS] 370 360 350 340 7 Ij ., 11 "sN IN Al, 1 IQ, Z(b, X_ �v J, Vi w w /8. Z W 17, q0 0 0& 'G, FIRE _A R:MEN n-06- __ I I I PP., j - ,_ IIEE T DAI,4tN.4 f f A BLqW OFF a EASEMENT 4h D x x W-A V.— V. i x 0-sz fl. J A -I ��i_ PO AD. 'E D- w j I .. (Y %DBL-1660 pp. 377-384 4ra 4 m/ L0 + t ------ lwy DZ D 377 _A \-A 6-45644C jj_ 07 (Al 0447 HYDRA IO ti 11 S 34 (PLAT) w .... \ f f ! i l ; t S TYPE AT ,r� D.B. 166DAA. 377-384 ( 0 C-3 CQ c> CT) c\j c\j C—) CD CD cz, F0__4 :I -- CD m Cc Lli _j C:) _j_j _j uj u ul CZ F1 Lu F_ C) C) LLJ _j Cc _j .< CT) u CD cn cc ZD Lu c ZD U) cc LLJ ui :z cc _< Lu _j CD Lu 0- :z F-4 r_1 cr_ CD :2-1 :z _< LU _j I o • .REVISIONS OCT. 30,199.7 (QQ.-ENG.-.COMMENTS) :D . ENG.- -COMMENTS) EPT. -29 1999 (AS BUILT PLANS) DATE SCALE HOR : 1 " = 50' VERT: 1" = 10' J497 u J. i homas Gale > Lic. No. 1443E CONTOUR INTERVAL 2 FEET 400 Ann 390 ■ 0M 370 360 350 340 330 �_4 < CL cr > LL cc . >: Ono, C) .z co D 0 !) c C-) - Lu LL, 144 -cjr U) <_ m Lij 0 10 I < 0 Qz cr 0+00 1+00 2+00 3+00 4+00 5+00 NOTE: 1" SERVICE LINE TO DUAL METERS '314- SERVICE LINE TO SINGLE METERS — E0 ... .. . ....... . k7- r 0 O SHEET 6 10 FILE No. 387 GLEN-44L.PR NUMBER 0 410 DATE SCALE HOR : 1 " = 50' VERT: 1" = 10' J497 u J. i homas Gale > Lic. No. 1443E CONTOUR INTERVAL 2 FEET 400 Ann 390 ■ 0M 370 360 350 340 330 �_4 < CL cr > LL cc . >: Ono, C) .z co D 0 !) c C-) - Lu LL, 144 -cjr U) <_ m Lij 0 10 I < 0 Qz cr 0+00 1+00 2+00 3+00 4+00 5+00 NOTE: 1" SERVICE LINE TO DUAL METERS '314- SERVICE LINE TO SINGLE METERS — E0 ... .. . ....... . k7- r 0 O SHEET 6 10 FILE No. 387 GLEN-44L.PR NUMBER 0 410 NUMBER 0 410 ,45 BUILT LOC,4TIOIJ I-WOR14,kIT lq55'Y- l D ('5 1) 1-,Ec AREA REWRP FOR PASS/,BCE 40KD EXT- E"510AI, 0.3. I(OGD PP' 377 - 384 ROAD, F cv A)0,4D .4107' �01,15TRUCTED 47' ;rHA5 TIME FROM 11+'3�68 TO SrX 14-+16.45 43UILT WC,4TIO", T PG E4 ; �, v 05 T f5rWrIO"' 1/+ 51 DIP W.L. r ---------- J- D3' Q -'HYDRAN ASSY. a EASE ENT ` :. , E 5 a. /66 7 -A 6 EA-t&,V T 5�- X51-T, MATCH /TO p 7) ICE, 5' c I t, Z5.7' 'p- 177- 364 'P�47 16z' Ln ,77 BEG/ (9 TY -A B.O. UZIPP HYDRANT ESM . f pp N,T W E" 377; 38q-' D, if A DR4141 .. ........ E4,56106'l-Ir DO ---------- . .......... 377 �64 (PIK,40 0 lop pp.3 ...... .. --------------- ------ ------ .......... . 2 1A . . ........ . ------ ....... TQ ------- - - - - 670-R-Al r --- - ------ - r 01 q - ----- w6p ro ----------- tG,0�)"-pp. 377-,384 5411T'4��l -- — ------------------- ------- - - pQEL? A4,41,A) ---- ----- ... A5EM�a.17 To ec'-v8r1r OT 0 34 Ir, GD' . w,f. ....... . ..... •pp. 37,,7-Jj5l (PZ,4 ... . ........ z" 1, .......... .. ... ... . . . . . . . -- ---------- - ------------- 4 -------------- — ------ ------------------ LIJ L 4 4RV , . ..... MEAIlr rY .5r U • 2: ... ..... Z 377, P4 T - - - - — --------- .4s, 4, ro 0 REVISION. DAT ES: NOTE: 1" SERVICE LINE TO DUAL METERS -OCT. 30 -1997 - SERVICE LINE TO `,SINGLE METERS (CO. ENG. COMMENTS , �I 314 NLTIJ I DATE I - Ju 1 24, 1997 J.'rhomas Gale > 380 .. ........... ... ........ .. 45 Ba/a zt PROF/LE 370 4 07Z . .... ..... ... ... ..... ... ....... . . ... is 35C 0 0 (D o II 340 330 320 p din(D CPU) 0+00 1+00 LC /50. 00 116D 76. 00 Q) L ............. q4 LIJ Lc /50-00 PEAJDOWER L 14A.16 (,W R�O- W) V5D Z X. G ROAD F DESIGN SPEED = 20 MIRI-Is . .... ...... ........ .. .......... .. ... .............. .......... ............... ......... ............... ......... .. .................. ...... ....... .. . ..... .. ... . ..... .......... . ....... ............. . ...... ... ... ... .... L:e i75 j8E) C) (3 + <D 0 (�l C, + c Q) x'. .............. c -IrP) - - ------- - c r > EL Ci un �q5 BUILT �V PROFILE q5� 3U1Lr._ pkorlLE Lu C LJ -Z ................... ...... ..... . ..... . ......... ..... . .................. x6 ........... .. ..... ..... AT TY15 TIA44' I -Rom 5t,4 11+34-48 TO 57,4 14 + 161 51115 i I . ............. - ........... . ...... ....... . . ... ........... . ........ ...... ...... . 0 M M + LC 125.00 II K i 20.9 > > w a_ -j ............... - ..................... LIC. M. 14400 S U R CONTOUR INTERVAL 380 2 FEET 370 11 KMII 190 C> Lo LO N In 0 . ....... .. . ................. (D 0j . ....... . .......... 340 ...... + M wLu > > > ui EG i5E).EW c. q In ui U _j Lu <D 330 + > Lu > uj M M . ..................... ...... ................... ...... + M 320. .......... .... . .. ........ . ... . ......... ... .... ........ . ....................... ..... > IW U) LO 12+00 13+00 14+00 ROUDABUSH, GALE & ASSOC, INC. ENGINEERS, SURVEYORS 914 MONTICELLO ROAD LAND PLANNERS CHARLOTTESVILLE, VIRGINIA 22902 c\j < z cr 0 x 0 z >: F- z -Z) Ld 08 -j c!) 0 Lij w < w SHEET 7 / 10 No. 387 GLEN-41.PR0 fflm- t 410 400 390 380 370 360 350 340 ................... ...... ..... ii CU F— (Ij . ..... ......... ................... ....... . ....... ... L 6" AIL w i CL vqq) to w i pc U 0) ....... 15, .. ........ .. D, d' "a ....... R , 'CP o < @ II I. D i ....... ...... . .... ..... . ....... ... ... .... . . ......... 3E. (Z' LRCR .................. ............. .......................... 0.7 1% 0.8301. 0+00 I+UU RIP PAP DETAIL FOR 5Y6rEA6 1/, w i z DETAIL 4 Al. T5. 360 350 340 330 320 310 300 290 410 400 3W 080 370 li5o -340 ..... ............ ......... .. ........ ........... ....... . ............ ........... .. . .. . . .. ..................... .... K) ............ ............ . ......... .. ..... .............. ... ................... ...... ........... .......... - . . ..... AI- . ....... . -.0 co cu 0- 0 F- O C) 00 -- - ------- - -- 'O .... ........ ... ........... .. w / i 6) ... ........ . ........................... ..... ............. r ........... ............................. NJ 0 ti ... ... ............... ....... . ..... .. ........... . . ... ...... . .. . ... ........ 37 55 R.E)2 F6 of 15" Dia. RCP La 8.94% 69ft of 15" Dia. RCP I @ 4.94O .......... ........... 5-77% . ............. ....... . ............ .. ..... • l lea Pi. o-P: 13" Dia. RCP lis % 410 400 400 390 390 380 380 370 370 360 360 350 350 340 340 330 0+00 1+00 2+00 0+00 1+00 2+00 3+00 360 390 ........ .. .... .... ............ ................... ............ ....... ...... ..... ... ................... ...... X 1 L M 11 X X Ai cu 0 ................. . .. ..... ... . ...................... 0 ..... ....... 01 X- LLJ CLU, 0 SS J) ........ ......... m! C E6 7 2) 8 ' i 4 NJ I 4(j (9 262.6 of 15" Dia. RCP �;• c U % ........... ... .. . . ..... ......... .... .... ..... . ............ ......... 0 -z 0 of 15" Dia. RCP % @ 1,78% .... .............. .... .......... .......... ............. ..... .. .. ..... .... ................ ........ .................. . ... .............. .... -.- ......... ............ ....... ... IZD,�l . ................................. 28.414 of 15 Dia'. RCP 6.76% 1,40% .............. ... ........ ------ ... ....... .. .... ...... . ... .... ....... ................. . ...... ......... . 0+00 1+00 2+00 3+00 —+ 350 380 340 370 330 360 320 350 310 340 300 330 290 320 6 0 0+00 1+00 2+00 WO 380 390 370 380 360 370 350 360 340 350 330 340 320 330 310 390 400 370 380 360 370 340 350 330 340 320 330 1 -t* U U e+uu iron� op 0 0 J. Thomas Gale > Lic. No. 1443E 0 LSURIf- 400 s UR S, Q- ... .. .. .... NJ Ld Q j . ............. r14" cu . ...... . Itt ... ......... . ... ... .... j W) T) cu 0 IL .0 Uj 0 .......... U) 1w 'SEP .... .............. .............. 4" WL NJ Lo Lo 0 : 0 ............ ........... ...... ............ ......... . ....... .... ........... 77.4,3' '19.92ft of 15" Dia. 435.il6ft of �15" Dia. RC0. @ @ % f.8:?9d U+VU 2+00 380 370 350 330 3+00 380 370 360 350 3301 310 cu 0) cxj cu :z C-D rn C3 c" m cc cn LU U) CD -i _j F-1 -< LU > Z; 7) ci W F-4 U-1 C<-) :z CD CD E ti 4J 0 cn C-) 0 ti cn cr- CD cn LU ZD cr- U) m LLJ :z :z cr- aEn U-1 -i Lij IL CDF-iCD (.D :Z 4J LLJ -j REVISIONS OCT. 30, 1997 (CO. ENG.-- COMMENTS) :SEPT291999 (AS BUILT PLANS) DATE Jul 24, 1997 SCALE HOR : 1 " = 50 VERT: 1 " = 10' CONTOUR INTERVAL 2 FEET c\j LL a. LU 0 0 LLJ 0— Cc 0 Z= z 0 U z Lli 0 M Hcc (D U w co ch 0 En FILE NUMBER NO - 387 Sheet 10/10 s . ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, to existing road, a permit shall be obtained including connection any from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit.. Where the requirements of the permit shall govern. any discrepancies occur :. 2. ' elopment Construction inspection of alTher�ontractorosed dmusttnotifhin hethe vDepartment by the County. y will be made of Engineer (296-5661) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current of VDOT. All excavation for underground specifications and standards pipe installation must compply with OSHA Standards for the Constrruction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance control and must be installed pr:ior to with the approved erosion plan any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed ;subgrade, the contractor.shall have CBR tests performed on the subgrade sooil. the test results shall be submitted to the (County. Three (3) copies of If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. Allslopes and disturbed areas are to be fertilized, seeded andi mulched. The maximum allowable slope is 2: 1 (horizontal: vertical) . Wher,e . reasonably obtainable, lesser slopes of 4:1 or better are to be! achieved. 7. Surface -drainage and pipe discharge must be.retained within the public right-of=wayy or within easements prior to acceptance by the Couinty. All drainage out.fall easements are to.be extended to a boundary linie or, a natural watercourse. 8. Guardrail locations are approximate. Exact lenith; location and appropriate end treatments will be field determined at the time: of construction. Additional -guardrail may be required at locationis not shown when,..in the opinion of the Director of.Engineering, or t:he Director's designee, it is deemed necessary. When guardrail is) required, it shall be installed four (4) feet offset from the edge of the pavement to the face of guardrail, and roadway shoulder widlths shall be increased to seven (7) feet. 9. Where urban cross sections.are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. - J 11. Paved, rip -rap or stabilization mat lined .ditch may be required) to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Director's designee, it•.is deemed necessary. 12. A minimum,,clearrzone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. { 14. Upon completion *of the roadway,constr.uction, street name signs shall be insta,l.led by.the.developer at all street 'intersections. Signs and their installation shall conform to "Albemarle -County Street Name Sign Requirements". The developer shall be responsible for maintenaince of signs until roads have been accepted: 15. Road plan approval is subject to final subdivision plat validatiGn. • Should the final plat for this project expire prior to signing,and recordation, then approval of these.plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall bie installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform wi-th the Virginia Manual for Uniform, - Traffic Control Devices. 1p + f - 9 ' GENERAL WATER AND SEWER CONDITIONS 1. Work shall be subject to inspection -by the Albemarle County Service Authority inspectors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown, are only approximately correct. The contractor shall on his own initiative locate all underground lines and structures as necessary. 3. All materials and construction shall comply with General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998., 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001). 6 All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and water lines, etc. 7 • All water and sewer appurtendnces are to be located outside of . . roadside ditches: 8. Va.lVes on deodend. lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. PLRT14SHIRE ROAD TYPICAL 5EC7I0" - RURAL A/. T. S. .50, R. O. W 5EE NOTE A) 7' W1 GU,49DRAII. '14��4 P,4VE114E,k1r 5PECIFIC,4T/OV f3A5E O " ,gGGREG,gTE .8.45E" h1,4TE.4/,9G rrPE ZIF! W1,014?111C CO,4r WRF,4CE : Z" 5M-ZA (ZZO P. S.Y. ) NOTE A GUKgDRA/L LOCAT/O/US U11LL BE DE7,ERA41A1ED BY A15TECT101,1 AFTER ROAD GRADIAIG 7WE5 AGACE: A .t 3 ' I 0 TYPICAL DE T,41L 5 FOR EDGE OF Pw'6NC 7' R/4DI1 SCALE: P = 50' INTERSECT/OA/S VICINITY MAP N.T.S. US 10- U Z F-I rn w N CU L) H z 0 r n VJ O Q H C7 Cc VJ O cc Q o J J w J _J CZ 111 H " (n W LU F- z � t- �. O J .� rQ, 0) z U CD w Z U) cc O r) V� � w � M Q Q Cr CrCf) W W Z Q cc Q Z O Q Z W J GLENMORE SUBDIVISION REVISIONS, n zeu. rm me G SEPT. 29, 1999 EASEMENT NOTES TO APPEAR ON FINAL PLAT: (AS BUILT PLANS) 1.) The developer reserves a 10' utility and/or drainage easement along all lot lines. 2.) The developer reserves all those water and sewer easements that will be DATE centered on the facilities when constructed. Approximate sanitary sewer easement locations are shown hereon. FEB. 18 S 1998 3.) The dwieloper reserves all those drainage easements as will be necessary to j properly maintain all roads. Twenty foot easements are to be centered on all drainage culverts and all drainage ditches which leave the roadway. SCALE 4.) Common areas are reserved with priority for water, sanitary and permanent drainage easements where applicable, but not to the exclusion of other uses. 5.) The private road right-of-way and open space shall be owned and maintained by The Glenmore Homeowners Association. CONTOUR INTERVAL LEGEND W- S --- Proposed San Sewer - - - - - - - - - - Proposed San. Sewer Lateral .0 ❑ Proposed Storm Drain --W �� w Proposed Water Line o-� a Proposed Water Service, double o Proposed Water Service, single i N M Z Q �0- a 6Cc r N W �= a (j Z '� W- H Q JVJ 0 Z = 0 >- z.H m Z Z A LI I- Q a i U ZDQ w (n CC a W W w m J a ("4 Q Thomas Gale c. No. 144313 0�'D S U y S.HEETINDEX SHEET COVER SHEET COVER � SHEET EXHIBIT A- PRELIMINARY-SU DIVISION PLAT OF SECTIONS 41 a SI-A - EVNIBIT 8- PRELIMINARY PLAT DETAILING SI-A. SHEET 1- .PERTH SHIRE ROAD. PLAN & PRQF1U SHEET 2-SANITARY a STORM SEWER, PROFILES FILE NUMBER 387 ;j - _ - - __ _ ______ - ______ ____ - __ ___ __ ------- - 11 0 . I . . I __ - . I - / "I \ . '_____i1 ), - - 11 .i "I X z "i � \ \ . / / / / . I , I I � i I , � � 1. � . 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COVER VER TOP OF WATER iNE W� II O v NJ J w <9 kN 6' SCA E: o �HORIZ. _ r En4 oLu 4 JVERT I J OO4- 1 its j W o Q + N u Lv ` Q J r e -6 x C� o---- - ./,p __ ---- - ---- -o '�577 /o -- ------ _ ---- x w �' I 4"CL 52 D.I.P. 0o g rt� O I 6x4 Re ucer , TYPE A 6x6 Tee BLOW OFF Hyd. Assy, m Q O N k W w J a w c ro � mn Mm 0+00 1+UU ie+UU :J+UU S+UU 370 Gill ,t t l t f j t f r'f j I ; > I fif; i , t� 1 f, f ` ' p ( if f i 1 '1 ''t ' `y f �, 1 hit ;ttt , f �,a� � t,. NN y t4 ti NN y�l i't '\ N. NI 11 , It yt v '•t '•y ';a,� t\ 1 b 1 l '4 t l I i t� • '''t 'y5 y t .t L `•Stir •,,,}y ``i NN t r' 1 I i I 1' fr` . j.-... � 1 i l •� t � i,. � f f l t I i iq i 1 t I l I I I 4 k I w i i i r -r f"J -. r" : d r rr (, r r'"' f 340 330 J. Thomas Gale Lie. No. 1443E 320 i 6 U cU 07 r cu cv • a F_-i z O O H O (n a O CC C J> Cc CD Lu r 7S `- a J W U H J H > CI) f— Z LLJ 17— H W O O a 0) U CD In W O � CC W Q Z ® w � Lu a CD Z W J REVISIONS 3 -i9-98 (6wasacs,� ,eev/GWGnrk 4 - 7- 0)3 (Eua comm.) SEPT. 29, 1999 (AS BUILT PLANS) DATE FEB. 18 1998 i SCALE 1" = 50' CONTOUR INTERVAL .2 FEET W 0 _J cq Owa Q a: H X ��F Q S.� Z�z Q�a z O W GW,. w �a< ..I 0 W U) = W w m a W ' 0- 0 Q d CC SHEET - I FILE NUMBER 387