The URL can be used to link to this page

Home My WebLink AboutSDP199700089 Plan - Approved 1997-07-214 PROJECT DATA 1. PROJECT NAME: THE STORAGE CENTER 2. OV NERS: SHIELDS & SHIELDS, LC., c/o C. TODD SHIELDS P.O. BOX 7095 CHARLOTTESVILLE, VA 22906 3. DEVELOPER: SHIELDS DEVELOPMENT CORPORATION P.O. BOX 7095 CHARLOTTESVILLE, VA 22906 4. TAX MAP 32, PARCEL 41111; DB 1373, PG 109 5. BOUNDARY INFORMATION TAKEN FROM PLAT BY ROGER 1V1. RAY AND ASSOC., INC. DATED DECEMBER 17, 1993 AND RECORDED IN DB 1373, PG 111 -112. 6. FIELD RUN TOPOGRAPHY PERFORMED BY S.L KEY, INC. DATED OCTOBER 3, 1995. BENCHMARK IS REFERENCED TO A 3 NAILS IN A UTILITY POLE NEAR THE EXISTING ENTRANCE TO THE AMOCO STATION. BENCHIV,RK = 538.70, U.S.G.S. DATUM 7. MAGISTERIAL DISTRICT: RIVANNA 8. ZONING: HC, HIGHAIAY COMMERCLAL; EC, ENTRANCE CORRIDOR OVERLAY DISTRICT; ALA, AIRPORT IMPACT OVERLAY DISTRICT. 9. PRESENT USE VACANT 10. PROPOSED USE. MINI STORAGE UNITS. 11. THE SITE DOES NOT LIE WITHIN THE RIVANNA RESERVOIR WATERSHED. 12. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. 13. THIS PROJECT WILL BE SERVED WITH PUBLIC WATER AND SETTER,. 14. MINIMUM SETBACKS: U! ING PARKIN BULDING SEP&MRON FRONT - 0 FEET O FEET 30 FEET SIDE - 0 FEET 0 FEET RrhR - 50 FEET 20 FEET 15. PARKING CALCULATIONS: PARKING REQUIREMENTS: 1 SPACE PER 2 EMPLOYED = 1 SPACE (2 EMPLOYEES) CUSTOMER PARKING = 2 SPACES SPACES REQUIRED = 3 SPACES SPACES PROVIDED = 3 SPACES 16. PROPOSED SITE INFORMATION: BUILDING AREA = 0.81 ACRES 13% (INICLUDES 600 SF OFFICE) PAVEMENT AREA = 1.36 ACRES 23 0 IMPERVIOUS AREA = 2.17 ACRES 36% OPEN SPACE = 3.83 ACRES 1647.1 TOTAL AREA = 6.00 ACRES 17. NUMBER OF STORIES: 1 18. BUILDING HEIGHT IS LESS THAN 35 FEET. 19. BUSINESS SIGNS VALL BE ERECTED IN ACCORDANCE WITH SECTION 4.15.3, OF THE ZONING ORDINANCE. 20. MAXIMUM BUILDING AREA ALLOWED IS ONE HALF THE LOT SIZE = 0.5(6.010) = 3.00 ACRES. 21. THE PROPOSED BUILDING AREA IS 35,300 SO. FT. OR 0.81 ACRES. 22. MAXIMUM FLOOR AREA ALLOWED IS 0.7(6.00) = 4.20 ACRES. 23. THE PROPOSED FLOOR AREA = 35,300 SQ. FT. OR 0.81 ACRES OR A RATIO OF 7.5 TO 1. 24. TYPE 2C CONSTRUCTION WILL PROMINENTLY BE USED FOR THE STORAGE UNITS. HOWEVER, THE END UNITS FACING ROUTE 29 AND THE OFFICE WILL HAVE SOME 1,'009 TRUSSES TO MEET ARB REQUIREMENTS. REQUIRED FIRE FLOW =1,550 GPM AT 20 PSI RESIDUAL TMP 32 -41D JOSEPH W. WRIGHT, JR. LI ZONING VACANT 1.5" SM -2A 2" SM -2A 5 BM -2 6" - VDOT #21A BASESTONE 12" - VDOT #21A BASESTONE Dpppppppppp ' - -WITH PRIME Dppppp0 c) 'WITH PRIME _ I I COMPACTED SUBGRADE COMPACTED SUBGRADE CBR =10 CBR =10 TO BE FIELD VERIFIED TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION TYPICAL PAVEMENT SECTION ACCESS ROAD AND ON SITE AT ENTPv%CE ON PUBLIC PROPERTY NEW 4" THICK CONCRETE WALK 4,000 PSI 4 *4 f.4.II.II.II.II F- II.II.II.IIII,II.II T. 4" COMPACTED STONE +0. � a ,r4 VDOT #t21A - ''°�°�°�0 0 0 O O O O O O C - I COMPACTED_/ SUBGRADE TYPICAL SIDEWALK DETAIL CONSTRUCTION JOINTS TO BE 6' O.C., 114" WIDE, 1" DEEP LIGHT BROOM FINISH CHAI`,LOTTESVILLE /AL6DI ABLE AIRPORT 649 29 TMP 32 -41A ANTHONY D. VALENTE C -1 ZONING SIZE -�� AMOCO STATI N DANCE SCHOOL TIMBERWOOD BLVD WORTH 29 CROSSSING FOREST LAKES sPic INI TY oo,3, °PProx. 1 ami I"1 -(. �I 1 i I I ► TMP 32 -41 JOSEPH W. WRIGHT, JR. RA ZONING VACANT r FU7= UN:TS FUTUR"; LIN-3 FUTME ITN^; s FUTURE UN TS 1�0 J 34 46 31 31 1 b 1 31 1 44 41 1 41 41 N 44 j Mf 47 4B 4Y 1 6J 61 &2 1 63 M 66 6a 67 1 66 6p I a° 61 63 63 M 66 Otl I BIIII l_vG 1 9.900 SF 33 M 31 3e 2a 2e 27 2e 23 24 ?J 22 21 2° 19 1e 17 to I IS 1 14 1 13 12 11 10 1 6 a Ll 1 6 1 a 1 4 1 3 1 2 1 1 28 I , f I IB it'i El I I 30 I 1 to I 14 23 2 23 2 8 UNT13 29 2 1e 13 ��}}''''' 2.700 SF M I 3 24 { J 3 17 11 23 4 m 4 1 27 ( 4 to 11 era u a 10 fo q 3 I 20 Ti $3 k C V a m R 7 m �f tptyy 7 C14 21 ►Qp., CO � 7 21 A � �! Is a fafv°l a 0a ta25:5C�i• a u$ 7 le a ie 9 STORM 23 �6 6 t WATER o. " '° 17 '° ` DETENTION r '° 2. ie 11 to ( it o POND a 20 11 2e 4 1a 12 f6 12 ,,,a to 12 26 3 14 13 Vy10 fa ( U 27 ! V. tl 17 14 m ; i � 12 it 16 ............ ............................... �,_, _ _, -, .•- 1 a 6 + BT=ING G 19 UN:TB i z.soo SF I .............................. E Cnza C ONE STORY FRAME HOUSE Y TMP 32 -37A ANTHONY D. AND MARY K. VALENTE / DB 1200, PG 299 C -1 ZONING /VACANT (PREVIOUSLY PATWIL HOMES) C� STATE ROUTE 29 < SOUTH BOUND LANE TMP 32 -37A1 THOMAS I. OR HELEN SHIELDS DIB 1449, PG 397, 364, 500 (PLAT) C -1 ZONING VACANT TMP 32 -41 H ROBERT E. HULL HC ZONING TOM'S AUTO SERVICE END OF PHASE I TMP 32-41G KENNETH G. MAUPIN C -1 ZONING GROCERY STORE OFFICE " TMP 32 -3762 VIRGINIA OIL CO., INC. C -1 ZONING CONVENIENCE STORE /GAS STATION GENERAL CONSTRUCTION NOTES 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT- OF -VIAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHAH BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED V.D.O.T.). 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRalT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWSE NOTED. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 3. EROSION AND SILTATION CONTROL MEASURES SHALL EE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2:1. WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 6. PAVED OR RIP -RAP LINED DITCHES MAY BE REQUIRED WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABLIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. UNLESS OTHM,",SE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SH9,7N ON THE PLANS AND WHERE SHO4tiNl ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 10. CONTRACTOR SHALL VERIFY LOCATION OF ALL BOUNDARIES, BUILDINGS, VEGETATION AND OTHER PERTINENT SITE EIZIE TS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY 1 -800- 552 -7001. 12. CONTOUR INTERVAL = 2 FOOT 13. OUTDOOR LIGHTING SHAH. BE DIRECTED TOWARD THE SITE AND AWAY FROM ADJACENT PROPERTIES AND ROAD1'AAYS. THE FIXTURES SHALL FE SHIELDED WITH THE LIGHT RAYS NOT EMITTING ALSOVE THE HORIZONTAL PLA•11E OF THE LIGHT Fl JRE. LIGHTING SPILLOVER ONTO PUBLIC ROADS AND PROPERTIES ZONED RESIDENTIAL OR RURAL. AREAS SHALL NOT EXCEED 0.5 FOOT CANDLE. SHEET INDEX SHEET 1 - COVER SHEET SHEET 2 - EXISTING TOPOGRAPHY AND SLOPE STUD SHEET 3 - SITE PLAN (ENTRANCE) SHEET 4 - SITE PLAN PHASE I) , SHEET 5 - FUTURE UNITS SHEET 6 - STORM PROFILES SHEET 7 - PUBLIC WATER & SETTER PLAN /PROFILES SHEET 8 - LANDSCAPE PLAN SHEET 9 - E & S PLAN ENTRANCE) SHEET 10 - E & S PLAN PHASE I) SHEET 11 - E & S PLAN (FUTURE UNITS) WE THE UNDERSIGNED DEVELOPER(S) UNDERSTAND THAT t.770VAL OF THIS PLAN BY THE COUNTY OF ALBEMARLE DOES NOT NECESSARILY INDICATE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) APPROVAL OF THE PLAN. APPROVAL OF THE PLAN BY THE COUNTY DOES NOT IN ANY WAY RELIEVE ME OF MY RESPONSIBILITIES IN OBTAINING FERIAE V.D.O.T. APPROVAL PRIOR TO THE ISSUANCE OF BUILDING PERMITS AND /OR CERTIFICATES OF .000,UPANCY. AUG 2 9 !'4'""' BUILDINNC CCL E c 701 1G SERVICES / ENTRANCE TO AMOCO STATION OW � 4 f ps �mr_LOPER DATE SEP I 1 1997 swil; CODE cs APPROVAL BLOCK APRIL 16, 1997 CN 19, 1997 An PLANNING AND COMMUNITY DEVELOPMENT DATE 27, 1997 DEPARTMENT OF ENGINEERINGpAIL -� w DEPARTI4IENT OF ZONING-16A Kee _ DATE 21 7 FIRE OFFICIAL DATE 7 -17 -57 ALBEMARLE COUNTY SERVICE AUTHORITY 1 DATE 7 A? �',% HEALTH DEPARTMENT �/U DATE VDOT DATE -) t <-) lt1 DATE MARCH 17, 1997 REVISIONS APRIL 16, 1997 APRIL 19, 1997 MAY 1, 1997 MAY 27, 1997 SCALE 1 " =50' X ri E-1 , U � w i CSI co rr ,, FD 0 p 0 a E-t BRIAN P. SM s PE CIVIL ENGINEERING, INC. GOLF CORSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAM E SHEEi•1.DWG SHEET 1 of 11 V L CSI co rr ,, p BRIAN P. SM s PE CIVIL ENGINEERING, INC. GOLF CORSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAM E SHEEi•1.DWG SHEET 1 of 11 600 i I , I \ ' i I. � V EXISTING 40' ACCESS EASEMENT (TO ROUTE 649) DB. 1373, PG. 109 i f ( EX- BUILDING N 2-06" i `. roe i i TM.Y 32 -4yH1 � 11 � 41 1� q N M V) I I l� I / 600 EX. DO 'ELE SPCA, , "CRE 0" . ny J / C EX. 18" OAK EX. DITCH — ff� f {) � flfl iI III LU LA- O1808 - -S CY E_ ' / l 620.32' — � , \N 9 5 - - --- W ,�_ 39 � x 1 15.48' y ' 13'22" �,� w 1 184.31' - 590 / 570 560 / 5 / EXISTING —� I 580 / BUILDING I EX. 18" RCP BENCHMARK 3 NAILS IN UTILITY POLE ELEVATION =538.70 ,I I� I� i EX�STiNG 18„ DI I SaNiTgRY S�,�R 8" STUB L��E SLOPES GREATER THAN OR EQUAL TO 25% (4 TO 1) DATE MARCH 17, 1997 REVISIONS APRIL 16, 1997 MAY 27, 1997 SCALE 1"=40' CONTOUR INTERVAL =5' Q a 01Z r x 0 a 0 H JC W BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. Golf COURSE DESIGN SITE DESIGN - LAND PLMNINIG 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96i- 013 -00 DWG. NAME SHEET2.DWG SHEET 2 of I I W Z W W� U W o� W Q a 01Z r x 0 a 0 H JC W BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. Golf COURSE DESIGN SITE DESIGN - LAND PLMNINIG 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96i- 013 -00 DWG. NAME SHEET2.DWG SHEET 2 of I I DATE MARCH 17, 1997 REVISIONS APRIL 16, 1997 APRIL 19, 1997 MAY 1, 1997 MAY 27, 1997 JULY 21, 1997 SCALE 1"=20' W N W W E-i Hr� VL BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET3.DWG SHEET 3 of 11, -7 ia, W W � 5 W o u � a W a H W N W W E-i Hr� VL BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET3.DWG SHEET 3 of 11, -7 ia, MATCHLINE (SEE SHEET 5) I r-- o o--� U E U N I T S �- o o�� I IL +555.1 / j% = \ \ \ 549.9 + / 7 I END OF PAVEME PHASE 1 h , TEMPORARY GRASS CHANNEL j CHAIN LINK FENCE OF PAVEMENT PHASE 1 ( ) 5 � 5� ( ) I / TO BE ABANDON WHEN FUTURE 5 / 6' HIGH ALONG PERIMETER I ° UNITS ARE CONSTRUCTED \� o �'�549.3+ _ B6 0 +554.5 I I / i o \ N 5�/ ! / �� O ( rn +554.8 I �r ---'549.6+ - -I I F - ► I --- {II - � 9 I i i y I; I I �I' , I I � ► I I ► I , l ,� I I I I I T� - '- -I I I -- c�oo- i 5 8.9 Q .00' N 41 4 4 50 51 52 54 56 58 59 60 61 62 63--t- 64 I 65 66 40 5 6 -47 � I I I I o 55 4 7° _ C? 1 I %1 -_ I I I I I I I ^? I g BUILDING l i , I ' 54g - - - I - - -- - - - -- - i - - } - -- - - - - m -A - -7F-- - � - i I I i I I ► f l ► I/ I I I I ► I J; 9 0 0 SF I I I I ► �I I I I I I I -I,` 1 ► i 4 �128 _ - 552 33 1 32 1 31 30 1 29 1 1 I 2/ 6 1 i /25 I 24'1 23 1 22 I 21 I -I I 18 I 8 1 I \ 7 `I I 5 1 I 4 I 3 I2 . __l I 1 0 - _ �_ 1 i +5 1.3 + /A► ,A► S 5 '�' 54 .5 '�' �A 546.6+ _.........._ _. _ _ -1 �- �% _ I ° Cl / o % 546 3� NEW 20' DRAINAGE EASEMENT 54.0 I B5 I / (�, I I o 546 5+ IA 0 / ,i 7: t� -' 546.5 546. -G, I 549. B3 5435 . - _._.`: ° - - -� w / -` - - - - - - Z.:�� `S `� � _ .._.c ' S 4 w... _... _�.. _. _r r _... w �� wr wo r .._.s}. wv I rc�to�� 24.0 i 10(o ° ►n In 'n U" 549. 5 .65 9 18 �I 7 16 I 14 3 12 11 6.3 I 1 545.7 I NEW FHA Lo i 6 I 26 I 1 \ 30 15 14 i I_ f I I I I I I I I 6 _ I I _ Z (PRIVATE) _ _ -- -- - - � - -- w / I I I BUILDING EI I I - -T - -- --- � - --s- Q m I - 25 ( 2 25 I 2 5�� o I I I I I I 29 \l 2 16 1 13 (� - I j ` / I 9 UNIT I I I \00' 30.00' W i ° / 2,700 S - - -� �-- - -L - - -- I� _ ___ __ _ - I ( I PLUG & BLOCK ATE�INE1 50.00' TEMPORARY GRADING EASEMENT I TMP 32 -41H 4" PVC SANITARY LATERAL I I I EXISTING 40' ACCESS EASEMENT DB. 1373, PG. 109 RELOCATE AND EXTEND I Z\, EX. 12" STORM TO I y CURB INLET I N16 rna EX. DETENTION POND PV c 'nRM) PIPE \ i I 24 I 24 1 3 2.11 I I 2 8 3 1 - 12 >_ \ I / 1 / 90.00 1 I - -- - -� - �`- Q m o� - t- - 7 -- - -- i.. _ __ - - - - f- c 4 23 I 4 6 C N LINK -FEN 2 18 11� ZE - -I - -- - - - -- ' 544 NEW - -- - -- - -- - - t 1 ) I I o ' / I - RAINAGE - - - - I m ! 22 5 22 5 / 542 D 2 \ 26- - -- 19 I 10 'r I / I o Cb S 1 EASEMENT 4 r SSp - L - - -- / - -1 -- / 540 -�- \ 4 - - -1 - -- I - - - - -- �r z 1 / t B2 SPRINP 1 SLOPE r-+ I ( I �� m o I 21 C.0 N 6 21 CZ � 6 5�h 3 I \ 25 ( 6 544 20 I \ 9 5 CO o 1 60 0 O d f o0 / / d B i � 4 Cd I Gv n - 5 I �o , 0 p ►--1 7 �� 00 2 0 ,� 7 2 4, �LJ 7 0 t. 2�� o`�vo 8 I I I � °i / - Z Z - - �� i 0 - Z4 t4 34 - \ - CJ� 0 o f I h I >� NEW d - 19 8 / 19 m 8 DRAINAGE 532 5 \ 23 �p d 8 0 o s 0 d 7 N 1 \\c TEMPORARY GRADING I - - `� EASEMENT p +531 I - I - � - - o �- �_ Z - 50.00' - r - - STORM `�► n EASEMENT I 18 I 1 I 9 WATER g L, '� m 9 �3 `� Cn 6 c) 1 zv �� S4 r� a I o - - - - - - I - - ETENTIQN _ - 2 - T - TYPICAL - POND i BUILDING ( ! I I S 10 17 1 10 51k2 + 7 _ 21 I 10 1 I -- �_ -- LIGHTS 124 5 - - I r -- G- - - -� / - - �� -- RIP -RAP t� -1-B - f T I - I 16 1 1 / 1 I/ 1 / f In 8 I 20 ( 1 1' 25 I 4 LL 0 f 1 5 i �'. -r- - -- -- t-- - w B o 1 - -- - -- I of 15 I 12 15 1 12 O \ 1 -r m I 19 I 12 S 26 I 3 1 r. I 4 / 2 I n I �� - -- - -- N '(.1.. - -- - - -- I a o 3 I / I 14 I 13 N A O 10 S4 18 1 13 27 1 2 ° 30.00' 30.00' 30 00' 2 .00' _ - 0 - - - - - - - - - - - i I 4.00 4 ° �� NSW 20' /' N - +5301 A '� 1 1 1� I 14 28 130.00' 30.00' ` I ' 3 �t` _°o DRAT AGE EA EMENT /� o A 53�� „ - - NEW 20' - - - 1- - - I _ I DRAINAGE `V 5�9 `�' A24 12 EASEMENT 16 I 15 \ ( 10 N I CONCRETE WALK 3:1 SLOPE E2 D o 0 1 STORY BUILDING 1 600 SF OFFICE I SEE (SHEET 1) �CG -6 �---- 3 00' °o ELEV. =540.4 1 I L- GATES w 8 CAT � �� I \ 550 15 00' I ............... 0 0 0 0 0 I- `._ (� �_ Ic I I No o I I I I I I I I I I I I i I 1 +538.5 , O 13 12 1 1 10 9 8 7 6 5 4 2 o o 5 _ WIDE S/W _ o 3 o 538 p CONCRETE _ 539.8 BUILDING G D D5 SE DETAIL(SHEET 1) cc -s 13 UNITS 536 NITA 2,600 SF I I I I I 534. _._ .... _r:. ...................... _ _.. 1�C NEW rn I I -_- i _07F _ - r- 2 NEW 20' 6 I 5 1 540 ( 4 I 3 I 2 I 0 S N Ian pip j / DRAINAGE o BUILDING C 1 I I 538 18.00' O I / 530 EASEMENT - I - 0 - 1 1 6 UNITS 1 1 5 h .. I ( I 536 I / / 528 .. 1,200 SF I Ir. - 534 _ - - - - -- ------- - - - - -- - - - - - -- -- - --- -�� - -- - , 0"0_0 ____ � I ,L - - --. - -- - - - -- \ -- - �- - - -- - -- - - -- NEW WAS' R METER - - / - - - E3 EX. FIRE HYDRANT - WATE_R S VICE LINE NEW P BLIC FHA 1 NtLt- N 39'35'27" W 1 \ FIRE �LbW > -T,700 GPM AT 20 PSI RESIDUAL PRESSURE - - - - - - _A �- -� - • 5 15.48 - -- ---- - - - - -- -- - ---- - - - - -- - - -- ----- - - - - -- -� - - -- -• -- S 4T00'37" W 420.11' '-� A DRAINAGE STRUCTURES MATCHLINE IS PROPERTY LINE (SEE SHEET 3) p�� .J. 1 111A1 d }I. '- FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "A -A" L IL 6' AL A 1' MIN. a ' 2' 0� � � �� 0 0 r'l r,3 0 000 FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "C -C" �I ail j I _NV ERT =551 12" RISER PIPE INVERT =551 .15 J r INVERT OUT= 544.66 I� } 40 0 m 0 T, I o 0 0 \ 4 / , EXISTING 20' DRAINAGE EASEMENT \ -DDB 1373, PG 111 NEW 20' S NITARY SEWER EASEMENT \ TO PARCEL 41G \ GATE \ 4" PVC SANITARY LATERAL \ \� EXISTING RWSA 12" WATER LINE APPROXIMATE LOCATION FIELD VERIFY BY HAND DIGGING PRIOR TO CONSTRUCTION \ DB 466, PG 267 DB 1373, PG 111 - -- ----- - - - - -- 58' -15" RCP STORM NEW 20' STORM EASEMENT 'INCLUDES END SECTIONS AT 3.90% SLOPE 5 = 39.99 EP 7 INV. OUT.46 AM INV. OUT 35.2 540.32 TBT� -� -i - - - - - ES -1, BOTH ENDS �- NEW 8" PVC PUBLIC SANITARY SEWER WITH 20' EASEMENT mglL AL 81 AL ,L jlL IL 1' MIN. FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "B -B" AL 3• � 3'•� TEMPORARY GRASS CHANNEL DETAIL SECTION "D -D" DATE MARCH 17, 1997 REVISIONS APRIL 16, 1997 MAY 1, 1997 MAY 27, 1997 JUNE 3, 1997 JUNE 18, 1997 vac- nl 1,3171"1 SCALE 1 " =20' - PLANNING, 4, comuwly DEvtAPMENT W z W� a H .� o STRUCTURE NO. TYPE LENGTH TOP ELEV. INV. ELEV. SLOPE STRUCTURE NO. TYPE LENGTH TOP ELEV. INV. ELEV. SLOPE STRUCTURE NO. TYPE LENGTH TOP ELEV. INV. ELEV. SLOPE Al OUTLET - - 535.6 - 85 To B6 18" PE 58' - - 4.83 % D4 DI -3A - 540.0 536.31 - A1 TO A2 15" PE 10' - - 2.00 % B6 DI -3C, L =6' - 549.0 544.5 - D4 TO D5 15" PE 52' - - 0.50 % A2 DI -3C, L =6' - 540.0 535.8 - B6 TO B7 18" PE 16' - - 4.83 % D5 DI -3B, L =6' - 540.5 536.57 - A2 TO A3 15" PE 145' - - 4.82 % B7 INLET - - 545.27 - E1 INLET - - 530.0 - A3 DI -3B, L =6' - 547.3 542.8 - 83 TO Cl 15" PE 133' - - 3.72 % E1 TO E2 15" RCP 14' - - 8.00 % B1 OUTLET - - 538.0 - C1 DI -3A - 551.3 546.8 - E2 MH- 1,DI- 7(TYPE 1) - 535.6 528.9 - B1 TO B2 24" PE 19' - - 1.00 % Cl TO C2 15" PE 72.8' - - 4.95 % E2 TO E3 24' RCP 61' - - 8.00 % B2 DI -3B, L =4' - 544.25 538.23 - C2 DI -3A - 554.9 550.4 - E3 OUTLET - - 524.0 - B2 TO 63 24" PE 72' - - 1.00 D1 OUTLET - - 535.6 - B3 DI -1 - 546.35 538 95 �13 LINE _ 541.85 C LINE D1 TO D2 15" PE 15' - - 0.50 % B3 To B4 24" PE 133' - - 1.00 % D2 F do C - 539.0 535.68 - B4 DI -1 - 546.00 540.17 - D2 TO D3 15" PE 21' - - 0.50 % B4 TO B5 24" PE 141' - - 1.00 % D3 DI- 3C,L =6' - 539.5 535.78 - B5 DI -3A - 546.1 541.6 - D3 TO D4 15" PE 105' - - 0.50 % FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "A -A" L IL 6' AL A 1' MIN. a ' 2' 0� � � �� 0 0 r'l r,3 0 000 FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "C -C" �I ail j I _NV ERT =551 12" RISER PIPE INVERT =551 .15 J r INVERT OUT= 544.66 I� } 40 0 m 0 T, I o 0 0 \ 4 / , EXISTING 20' DRAINAGE EASEMENT \ -DDB 1373, PG 111 NEW 20' S NITARY SEWER EASEMENT \ TO PARCEL 41G \ GATE \ 4" PVC SANITARY LATERAL \ \� EXISTING RWSA 12" WATER LINE APPROXIMATE LOCATION FIELD VERIFY BY HAND DIGGING PRIOR TO CONSTRUCTION \ DB 466, PG 267 DB 1373, PG 111 - -- ----- - - - - -- 58' -15" RCP STORM NEW 20' STORM EASEMENT 'INCLUDES END SECTIONS AT 3.90% SLOPE 5 = 39.99 EP 7 INV. OUT.46 AM INV. OUT 35.2 540.32 TBT� -� -i - - - - - ES -1, BOTH ENDS �- NEW 8" PVC PUBLIC SANITARY SEWER WITH 20' EASEMENT mglL AL 81 AL ,L jlL IL 1' MIN. FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "B -B" AL 3• � 3'•� TEMPORARY GRASS CHANNEL DETAIL SECTION "D -D" DATE MARCH 17, 1997 REVISIONS APRIL 16, 1997 MAY 1, 1997 MAY 27, 1997 JUNE 3, 1997 JUNE 18, 1997 vac- nl 1,3171"1 SCALE 1 " =20' - PLANNING, 4, comuwly DEvtAPMENT -1 1, Ir V1 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET4.DWG SHEET 4 of 11 �im.. 7/719 2 W z W� a H .� o rn� V1 � W -1 1, Ir V1 BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET4.DWG SHEET 4 of 11 �im.. 7/719 2 �� '� \ \ \ \. SL0'E 5c\ l0r 570 4 56 fl, Z.:l SLOPE ro NTATCHLTNE (SEiF, SHEET 4.-) � ' [l�T� un/� tAARCH 17, 1997 [��U|�|/lN� '��-»/~-/��/^`� AIPR|L 16. ��97 NAY 1. 1897 �iAY 77^ 1897 JULY 7, 19-07 (\ . . ^ �. [_ . . 44�11'4� '` \- \ - ----- _ -- -__ -_---'---------- ____ ---- ------- J7�'E}7` --- -- ---- --- --- ---------T \ -~' �`_ r----��-�--~��--_-__ - ---�^'�---'------- --/ '-'^------ ---- ---'' ' `` `` i ~-- --'- �� - ' --- ------ -- -- ----'- --\ '--- --` ----7 ' EU|L�!�� TPAP() ' � T�TT,��TT)[` �-��l7'c( / `' `' /`!/ ' �`' � �RA- \ , �~--------- 50 �D` ` --R��y ��,SEH MT ` GRAD/NK: Z/��T VJ �\Ul �' \ ` \ - - - — -- - �— -- �- -- -- — ~ /7YrrQ, ' �� . � �-- � / _J- -- \ \ \ \. SL0'E 5c\ l0r 570 4 56 fl, Z.:l SLOPE ro NTATCHLTNE (SEiF, SHEET 4.-) � ' [l�T� un/� tAARCH 17, 1997 [��U|�|/lN� '��-»/~-/��/^`� AIPR|L 16. ��97 NAY 1. 1897 �iAY 77^ 1897 JULY 7, 19-07 I E , . BRIAN 11. S1111.1T115 PE |O� NUK�� v��v�� 9G-013-00 [�UV/� N�K�� vv��. /vr�/"/�_ ��T .�` ��-�-� 5 0[_ I I y / L' (\ . . ^ �. [_ . . , . BRIAN 11. S1111.1T115 PE |O� NUK�� v��v�� 9G-013-00 [�UV/� N�K�� vv��. /vr�/"/�_ ��T .�` ��-�-� 5 0[_ I I y 550 540 RIP RA SEE SI 530 DATUM ELEV 520.00 co o) N 10- EXISTII ,4%.7 %.7,.nL.L_ L_L_L_Y,-%„kaii TYPICAL Al A2 OUTLET DI -3C, L =6' TOP =540.0 INV. = 535.6 INV. = 535.8 A3 DI -3B, L =6' TOP =547.3 INV. =542.8 540 DATUM ELEV 520.00 00 of N L0 10 +00 %�'fuxM rxur'1Lr; 1 11 L 11 VL-1 \1 VIYIV{L LINE A TYPICAL •• TOP OF DAM =538.5 E3 OUTLET INV. =524.0 PROPERTY LINE 540 INV. =523.0 RIP RAP CHANNEL SEE SECTION B -B DATUM ELEV 520.00 O N E2 - OVERFLOW STRUCTURE 4' DIAMETER VDOT MH -1 BASE DI -7, TYPE I GRATE TOP =535.6 INV. =528.9 E1 INLET INV. =530.0 9 +00 STORM PROFILE LINE E 10 +00 FER DETENTION BASIN SECTION ' 8.00% EXCEPT WHERE NOTED, ALL PIPES NOT CONNECTING TO A MANHOLE SHALL HAVE FLARED END SECTIONS. THIS SHALL APPLY TO BOTH INLETS AND OUTLETS. B1 B2 I j B4 B5 86 B7 PROPOSED GRADE DI -1 STORM WA ES -1 EN TOP= 544.25 EXISTING GRADE 14' -15" RCP A. TD11- 546.1 61' -24" RCP AT 8.00% INV. = 538.04 INV. = 538.23 ES -1 INV.= 540.17 11�4V. IN =541.6 INV. =544.5 INV. = 545.27 N 00 ° CO c6 N r T Lo Lo 9 +00 STORM PROFILE LINE E 10 +00 FER DETENTION BASIN SECTION ' 8.00% EXCEPT WHERE NOTED, ALL PIPES NOT CONNECTING TO A MANHOLE SHALL HAVE FLARED END SECTIONS. THIS SHALL APPLY TO BOTH INLETS AND OUTLETS. B1 B2 B3 B4 B5 86 B7 OUTLET DI -36, L =4' DI -1 DI -1 ' INLET TOP= 544.25 TOP= 546.35 TOP =546.0 TD11- 546.1 TOP 549.0 INV. = 538.04 INV. = 538.23 INV. = 538.95 INV.= 540.17 11�4V. IN =541.6 INV. =544.5 INV. = 545.27 I ° EXISTING GRADE r T B3 DI -1 TOP= 546.35 INV. IN= 541.85 (C LINE) INV. IN= 538.95 (B LINE) 580 560 DATUM ELEV c in nn N p 114- n 10- 1 1 +UU C1 DI' -3A TOP =551.3 INV. =546.8 I L +UU C2 DI -3A TOP =554.9 INV. =550.4 W PROPOSED GRADE II z U � 5 I O PROPOSED GRADE _- I ° EXISTING GRADE 105' -15 PE AT 0.5% 16' -18" PE Al .8 PE A4.5% 72' - T 9 1-1 P % 33 . _ - - - -. Q '` co N ui M 58'--18" PE AT 4.83% _ 133' -24" PE AT 1.00% _ • - -- - -_ - - -- 141' -24" PE AT 1.00% -15" PE AT 0 Q) F-On 11+00 12 +00 0) N j to Q Lo Q t- c6 72' -24" PE AT 1.00% RIP RAP CHANNEL SEE SECTION A -A �' EXISTING GRADE NEW 4" PVC SANITARY LATERAL NEW 8" WATER LINE 19' -24" PE AT 1.00% j r- rn M cfl 000 00 t:j O 00 � M N 000 c0 O to �� O � �� co L0 L0 Lo Lo � u V) Lo U � tLo B3 DI -1 TOP= 546.35 INV. IN= 541.85 (C LINE) INV. IN= 538.95 (B LINE) 580 560 DATUM ELEV c in nn N p 114- n 10- 1 1 +UU C1 DI' -3A TOP =551.3 INV. =546.8 I L +UU C2 DI -3A TOP =554.9 INV. =550.4 STORM PROFILE LINE C STORM PROFILE LINE D I J +UU 540 RIP RAP CHANNEL SEE SECTION A -A DATUM ELEV 520.00 00 o) N Lo 14 +00 D1 D2 D3 OUTLET F & C DI -3C, L =6' TOP =539.0 TOP =539.5 INV. =535.6 INV. = 535.68 INV.= 535.78 PROPOSED GRADE D4 DI -3A TOP =540.0 INV.= 536.31 15 +00 4.83% D5 DI -3B, L =6' TOP =540.5 INV.= 536.57 W II z U � 5 O PROPOSED GRADE _- ° EXISTING GRADE 105' -15 PE AT 0.5% Is .8 PE A4.5% 72' - T 9 1-1 P % 33 . 15' -15" PE AT 0.5% co Q i j cD co N ui M INVERT- - -S. 52' -15" PE AT 0 Q) F-On 11+00 12 +00 0) N STORM PROFILE LINE C STORM PROFILE LINE D I J +UU 540 RIP RAP CHANNEL SEE SECTION A -A DATUM ELEV 520.00 00 o) N Lo 14 +00 D1 D2 D3 OUTLET F & C DI -3C, L =6' TOP =539.0 TOP =539.5 INV. =535.6 INV. = 535.68 INV.= 535.78 PROPOSED GRADE D4 DI -3A TOP =540.0 INV.= 536.31 15 +00 4.83% D5 DI -3B, L =6' TOP =540.5 INV.= 536.57 10 +00 1 1 +UU STORM PROFILE LINE D 12 +00 6" MIN. CLEARANCE EW 8" WATER LINE VC SANITARY LINE 53.0 5% DATE MAY 1, 1997 REVISIONS MAY 27, 1997 JUNE 3, 1997 SCALE HORIZ:1" =20' VERT:1 " =10' W II z U � 5 O 21' -15" PE AT 0.5% _- ° 105' -15 PE AT 0.5% Is N 15' -15" PE AT 0.5% EXISTING GRADE NEW 8" F INVERT- - -S. 52' -15" PE AT 0 Q) j op 0) N j to Q Lo Q t- c6 10 +00 1 1 +UU STORM PROFILE LINE D 12 +00 6" MIN. CLEARANCE EW 8" WATER LINE VC SANITARY LINE 53.0 5% DATE MAY 1, 1997 REVISIONS MAY 27, 1997 JUNE 3, 1997 SCALE HORIZ:1" =20' VERT:1 " =10' W Fr--1 W Wn W N--I V1 BRIAN P. 5011, PE CIVIL ENGINEERING, INC. GOIf COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME STORMPRO.DWG SHEEP 6 of I I W II z U � 5 O w V L w W Fr--1 W Wn W N--I V1 BRIAN P. 5011, PE CIVIL ENGINEERING, INC. GOIf COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME STORMPRO.DWG SHEEP 6 of I I CHARLOTTESVILLE /ALBEWARLE A.iRPORT BENCHMARK - --'�� 3 NAILS IN UTILITY POLE ELEVATION= 538.70 NEW SANITARY MANHOLE STATION 10 +00 SEE NOTE BELOW 540 EXISTING ASPHALT ENTRANCE TO BE MODIFIED o'--, C EX. STORM MANHOLE T f ROUTE 29 SOUTH BOUND LANES 29 SITE �� , \ 1, AMOCO STA 11MBERWOOD BLVD WORTH 29 CROSSSING F REST LAKES ICI)VI Ty Cole: ° P P r NEW 8" PVC PUBLIC SANITARY SEWER EX. 18" PVC PUBLIC SANITARY SEWER TMP 32 -37A1 THOMAS 1. OR HELEN SHIELDS EX. 18" RCP STORM PIPE NEW 5/8" WATER METER I NEW PUBLIC FHA 1 ! I g NEW PRIVATE ENTRANCE I I TO THE STORAGE CENTER I \ i NEW 20' SANITARY EASEMENT 7 _!._i` --� TO BE DEDICATED TO THE c�`,� { ACSA °� \ EDGE OF PAVEMENT L__._ ! NEW 8" PVC SANITARY SEWER'' I 53 I 1 a rl i \ h N = Q'� -3�23 "---W- - �8,; 0) P o I I f/ �. N 39'33'37' W \ \\ 192.80' NEW I 1 CG -6R AMOCO STATION ENTRANCE ` �� 58' -15" RCP STORM I /� EX. FIRE HYDRANT TMP 32 -37B2 EX. WATER METER— EX. DITCHI11 I i VIRGINIA OIL CO., INC. �l EXISTING RWSA 12" WATER LINE AP;'ROXIMATE LOCATION FIELD VERIFY BY HAND DIGGING PRIOR TO CONSTRUCTION DB 466, PG 267 DB 1373, PG 111 1. THE EXISTING SEWER LINE SHALL BE ADEQUATELY SUPPORTED DURING ALL PHASES OF EXCAVATION AND CONSTRUCTION TO PREVENT DAMAGE TO OR DEFLECTION OF THE SEWER MAIN. 2. THE NEW MANHOLE AT STATION 10 +00 SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REFERENCED SPECIFICATIONS AND WILL BE TESTED, FULLY INSPECTED, AND APPROVED PRIOR TO THE OPENING OF THE EXISTING SEWER FOR ACCEPTANCE OF SEWAGE FLOW. STA 10 +00 NEW SANITARY MANHOLE OVER EXISTING 18" PVC SANITARY SEWER TOP =539.2 +/— (FLUSH) INV =528.0 +/— (18-)_ INV IN =528.5 (NEW ) 550 540 530 EXISTING 18" PVC SANITARY SEWER DATUM ELEV 520.00 U-M V IEW FA s NEW 1 6110_ M H^ !AD THE STORAGE CENTER NEW WATER EASEMENT TMP 32-41H1 TO BE DEDICATED TO THE ACSA NEW 15" RCP STORM \�� . OFFICE BUILDING A c,Wa : ELEV. =540. 00 4" PVC SANITARY LATERALS o \� w R. GATE o CG— 6 a NEW 8" DI CLASS 52 _ WATER LINE 542 — 544 PRIVATE LINE �— 9'36'23" W_0_______o 546 220.Q2 -- — o 0 END OF PUBLIC WATER LINE - -- BEGIN PRIVATE 550 WATER LINE - NEW 12 "x8" TS &V f \ NEW 20' SANITARY( SEWER EASEMENT NEW 8" x 6" MJ TEE TO PARCEL 41 G NEW 8" MJ GATE VALVE NEW FHA NEW 3/4" TYPE K COPPER SERVICE LINE ALL PIPE TO BE DUCTILE IRON CLASS 52 STA 12 +29.71 NEW SANITARY MANHOLE TOP =540.0 (FLUSH) INV OUT= 531.71 INV IN= 531.91 �8" STUB) INV IN= 532.91 4" LATERAL) A Ir1a 4 c" mr- ern r%L I 10 +00 11+00 SANITARY PROFILE 12 +00 VIEW %L 13 +00 TMP 32-41G KENNETH G. MAUPIN GENERAL WATER & SEWER CONDITIONS 1. Work shall be subject to inspection by 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 of 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 Jan, 20, 1983, amended July 1, 1989. 4. Datum for all elevations shown in National Geodetic Survey. 5. The contractor shall be responsible for notifying "MISS UTILITY' (1- 800 - 552 - 7001). 6. All water and sewer pipes shall have a minimum of 3 ft. of cover measured from the top of the pipe, over the centerline of 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 —if —way or an access easement, in which case the access easement shall also be dedicated as utility easement. 8. 3' min. separation required between waterline 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 equal 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 tapped 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 state the professional geologist. The certification shall state the exact area that the certification applies to. 12. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. DATE MAY 1, 1997 REVISIONS MAY 27, 1997 JUNE 3, 1997 SCALE HORIZ: 1 " =20' VERT: 1"=10' BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET7.DWG SHEET 7 of I I 6!�" -,71171 q 7 W W w � rW a W Ems—+ W W O E� w <� tx V1 � rT, � a � BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET7.DWG SHEET 7 of I I 6!�" -,71171 q 7 W W w H O W W a E� <� C�3 a � BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3644 JOB NUMBER 96- 013 -00 DWG. NAME SHEET7.DWG SHEET 7 of I I 6!�" -,71171 q 7 r- DATE MAY 1, 1997 REVISIONS MAY 13, 1997 MAY 27, 1997 JUNE 4, 1997 JUNE 6, 1997 SCALE 1 " =20' rl ��l w a Cf BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3fi44 BER 0 DWG. NAME SHEET8.DWG SHEET 8 of 11 L7 rW O W 0 a W a rl ��l w a Cf BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 801 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL \FAX: (804) 296 -3fi44 BER 0 DWG. NAME SHEET8.DWG SHEET 8 of 11 DATE MAY 27, 1997 REVISIONS JUNE 24, 1997 T(-Y -1 , tctg-7 SCALE 1" =20' W U E� W BRIAN P. SCI U, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (804) 296 -3644 FAX: (804) 296 -2041 JOB NUMBER 96- 013 -00 DWG. NAME SHEET9.DWG SHEET 9 of 1 1 14 ?1. W W � w a � W a W U E� W BRIAN P. SCI U, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (804) 296 -3644 FAX: (804) 296 -2041 JOB NUMBER 96- 013 -00 DWG. NAME SHEET9.DWG SHEET 9 of 1 1 14 ?1. MATCHLINE (SEE SHEET 11) EXISTING VEGETATION IS WOODS PLUG &BLOCK WATER-LINE' C \ \. I I 554. +555.1 I // B7 PAVEME PHAfiE I A TEMPORARY GRASS CHANNEL / Z \ \ END OF PAVEMENT (PHASE /: 1 MPORAR RADlNG ` END OF { ) 5 / 5 \ ( ) EASEMENT I I ` a TO BE ABANDON WHEN FUTURE 5 I I jp / UNITS ARE C NSTRUCTED / DC \ ��549.3+ i TMP 32 -41 H +554.5 f / CRS / \ \ 6 /- 47 PVC SANITARY LATERAL IP l \ \ j N +554.3 +554.8 X49.6+ 548.9 > I 0 - `►_ 570 � BUILDING I \ \ � 54a I i CO m \ \ I 552 / / / \ ` `�- I RELO ATE AND EXTEND - 4L Z EX. 12" STORM TO j +551.3 / 54T35 541.5 \ \ 546.6+ IP CURB INLET I i I IP CRS �,� IP / DC IP � -�` lo I / / w I I C 1 .-- 546.5+ � N I � --- �-- --... 1.5 / 549 2, / / 54:35 546.5 546:0�,� DETENTION SIGN STATING ` \SR �- � \ POND I t 551.3 +551. / / /- - _ - - 547 = DANGER - QUICKSAND" X46,5 6 E 12 N 0 co cod / + / r ? - - - -- - -� + r - -- -- - -- + 546.6+ Nro g E I cc� c[r ca Lo uo Lo C'4 549. 5 .65 i �'-54 5 Ln ul en Lo `n / I fi'3 - I I NEW FHA INVERT =55�; I + I _-/ / / I 1 I 6 - Q m (PRIVATE) 12 RISER PIPE 5k I BUILDING E 544 I W I INVERT= 551.15 DC DC / / I 2:1 SLOPE 54 �, I DC DC / / I 540 f c D I �$ I h I - �- - PS C D -- ----- - - - - -- -538 m ` INVERT OUT= 544.66 536 � i GLENELG LOAM SOILS / / 532 I SAF m MU , MAP SYMBOL 34D > Im ) I BUILDINGS B B , D , AND E 1 / - / I LIMITS OF CLEARING I � _ r S 2 B ARE TO BE CONSTRUCTED I I �, AND GRADING WHEN THE SILT BASIN IS i 44 co a / ' 1 IS THE PROPERTY LINE IP B REDUCED IN SIZE I I td � \ to LLJ -74 a I d cn � rn I t ; \ I bd I I o z I \4 \ ; ELIOAK LOAM SOILS +531 TEMPORARY GRADING / - SAF � I I� t MAP SYMBOL 27B EASEMENT C14 � I t--. I I N I I � / i I SB I I I I f o cn I / d t CRS / I I I� CRS CRS �2 I / , I � w ITS OF CLEARING �� LIMITS / / 2 AND GRADING _--- 00 � CRS / � / I / \ I I I I i-' IP �rp / 4N IP +530 I P I 1 STORY BUILDING I / /DD 1.9 / A2 3:1 SLOPE E2 0 L - - - - - - - J 600 SF OFFICE NEW ` \ I I �CG -6 ' ELEV. =540.4 \ IP SIGN STATING H ' DD I IP I 550 I , . ...... / "DANGER - QUICKSAND" _• .. ... .. TO PARCEL 41 G I 538 \ 2 D3 5 WIDE S/W 539. D5 j \ BUILDING G 53 DD cG -6 _ s�o 0 I 53 PS & MU .......... . ......... I 4" PVC SANITARY LATERAL I.......................... . ...... ..... 2 540 IP � p�p � \ EXISTING RWSA 12" WATER LINE I .x..._.._ - ~ -�'I'm x x 530 BUILDING C 538 �� FIELD OVERIFY BY HAND I / ••• •� x - gg�5 DIGGING PRIOR TO CONSTRUCTION SF k ECG ;2 I / ��"`� k 528 536 - \ \ DB 466, PG 267 I / 534 DB 1373, PG 111 I ---- - -� - -- - - - - - -- - - - -- -- - - - - -- - -�- -- --5_ - - --R -- �- -�- - -_ --- - - - -- -- - - - - -- -- -- - -� - - - - -- g ' - -- ----- - - - - -- 58' -15" RCP STORM .aS - � INCLUDES END SECTIONS - E3 - - EX. FIRE HYDRANT - M1 _ -.-� -- x -- ---'-1 _ - i - - AT 3.90% SLOPE �°`- - - OP INV. IN= 537.46 N 39'35'27" W \ 9.75 15.48' - -- - -- - - - - -- -- 1 --- - - - - -- - - -- - -- - - - - - -- - G--= - -- . --' - -- �--------- - - - - -- - - - - - -- -A -- - -- 54032 TBC - - - - - - - _ INV* �� ES -1, BOTH ENDS S 4700'37' W 420.1 1' A ELIOAK CLAY LOAM SOILS GLENELG LOAM SOILS NEVJ 8" PVC PUBLIC SANITARY SEWER WITH 2.0' EASEMENT MAP SYMBOL 28C3 MAP SYMBOL 34D MATCHLINE IS PROPERTY LINE (SEE SHEET 9) �- � � 1' MIN. � ,� .� 't1t`- �1� 4' TEMPORARY 1" WATER LINE FOR YARD HYDRANT AT THE VEHICLE WASH AREA (1" TAP) (p p2Fc -�- $" 'piZAusAl�� -fcti'�c- 36" CMP GALVANIZED RISER TRASH RACK 2 2/3" x 1/27 CORRUGATIONS ANTI- VORTEX DEVICE 14 GAGE DIAMETER x,54" o HEIGHT -1 r TOP =538.5 WIDTH =10' RISER CREST ELEV. =535.0 14 GAGE 3 Jv ........... DRY STORAGE ELEV. =533.2 :.........✓ORE•.... 1N.ALt ......... a. ELEV. =532.2 . . SEDIMENT CLEANOUT POINT WET STORAGE E2 61' OF 24" RCP AT 8.00% E1 DI -7 INV. IN =530.0 TOP =535.6 CUTOFF TRENCH 14' OF 15" RCP AT 8.00 INV =528.9 EXTEND 1' INTO STABLE, IMPERVIOUS SOIL 2' MIN. DEPTH 4' MIN. BOTTOM WIDTH TEMPORARY SILT BASIN TO BE CONVERTED TO A PERMANENT STORMWATER DETENTION BASIN n..s. E3 INV. OUT =524.0 FILTER FABRIC CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "A -A" AL JIL 69 IL � 1' MIN. � 0 , 2' FILTER FABRIC 0 CLASS I RIP RAP DITCH DETAIL RIP RAP SECTION "C -C" 3•� AIL L 1' 3 ;1 TEMPORARY GRASS CHANNEL DETAIL SECTION "D -D" DATE MAY 27, 1997 REVISIONS JUNE 24, 1997 TuL-Y -7, Vkcrl SCALE _ 1"=20' W W z o 0 � V1 � W w, 1.4 Q--, cf) W BRIAN P. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (804) 296 -3644 FAX: (804) 296 -2041 JOB NUMBER 96- 013 -00 DWG. NAME SHEETIOB.DWG SHEET 10oF I I DATE MAY 27, 1997 REVISIONS JUNE 24, 1997 SCALE 1 " =20' E-+ W E-i C;6 w Q-, W �--7-J BRIAN P.. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (804) 296 -3644 FAX: (804) 296 -2041 JOB NUMBER 96- 013 -00 DWG. NAME SHEET11 A. DWG SHEET 11oF11 717/9 I i W N W � a 5 W F-4 o U �y W W a N E-+ W E-i C;6 w Q-, W �--7-J BRIAN P.. SMITH, PE CIVIL ENGINEERING, INC. GOLF COURSE DESIGN SITE DESIGN - LAND PLANNING 105 WEST HIGH STREET CHARLOTTESVILLE, VA 22902 TEL: (804) 296 -3644 FAX: (804) 296 -2041 JOB NUMBER 96- 013 -00 DWG. NAME SHEET11 A. DWG SHEET 11oF11 717/9 I i