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Home My WebLink AboutSDP198400064 Plan - Approved 1984-12-11¢i I 6 I v s` . W kr 1 \ m 5 l /o C COUNT Y0 F A L B E M A R L E' PL AN N I N G DEPARTMENT g1 i//d ✓✓ I Ex,sl Mi1�\\\\�, \\\�\ 396.37 386.89 5Ta 46 I \cS ...N / \ a , \ p20 p a ---zv\ 16 1/ 1 \ N 48°32' 15,11 O I___--400 i N.2 1 NOTE f\ O „11 / / / ' // _-_--__-----___-�� \ \\ I \\\� \\\95281 FROM POINr "A" To Pa1NT "B" BOUNDARY FOLLOWS CENTERLINE OF I^ 2 / / / - -/I �\ MEADOW CREEK. METES AND BOUNDS SHOWN HEREON ARE FOR T/E 0 15 / / // /' - "\` \ I / /\\ :INV 43 B vC PURPOSES AND ACREAGE COMPUTATIONS ONLY. q / / ' /' % \ / / / \\\ I\I 030, / o A N L O T 9 Rona/d Fischer 4 O B. 344- 29 City h L O T to Robert Ba/d win O.B. 358-287 Ci/y LOT // /,aHer-I D. B. 403-3/5 City I 2 L 1 0 Roy Q3 D. B „ E 33 56 L O T 15 Edward Wi//et O B. 643-412 L 0 T / 4 Marl ha Zo/b/i gp D. S. 779-383 5 _�... 1 0 22' / 1 ! / / "\ I _- �\ ,� o \ g•.: Inv. / II If j111 I N s8 3960 ! 1\\ 1 S53o06'58„ 37°°37°0-� /I /• 1 llll 11 l�l�j�jl VIII /l/G------__---_ �\\ 1 I / `\ ``� -.--ti. I 1. l •9�- --. /'.\\ \\\� p /Ill III II IIII /1/ii l� � __ - 11\111 ``_ \- -- --- ------ - -- 1 6 \\`\\ Convartob/e Lond g8g' 36 SS„e\��\�Future De If tO men\t GREENER/ER HEIGHTS 1 ZONED R/ `\\\\\"'\3\\� \ \\\\\\\\\\\\ �_- •� LOT /B Dovid C. Wilson \ D. B. 72/-45 LOT /7 Craver Far/Dines •��.`� \\\�\��\��\\\\\�\\�\\�\�\i �\ \ \ \ 1 � � � / / � / // /' / /"�// \ D. B. 550-60/ LOT /9 Thomas J. AronD. B. 640-39 \\\\\\\\� \� \\\\\\\\\\\\�\\\\ 568 A X05 L O r 20\\\ \ David Ho//idoy\\\\\\1\\\\\\\\1\\ D. B. 70/-374 3 \\\\\\\\1\\�\\1111V, \V\\11\\�\\1\I\I\1\1\1\Il \\\I\\1\11 \\\1111\\� 11\11111 \ ---_- \♦ \ \ l / i // ' ' ' X / \ \ N 40635 \\\\I1\ 111\\\111j111111111111 II111 1 _ f19p y \\\\\11\\I 11111111111 11111111111111\11111 � \\ �\ 1 / , �"o, \1111111 X111;1; 11111; 111111111;11111\I\11\II \111 111111111111111 111 1.1\1111\1\ /20. 00 \ \ \ I 00 W L N 46°/807„ g, \\111\1\11\1111111\1\\\!1\\\\i.1 \nlll ll\ 1111V \\ �\ \�. \\ \I I / - X09 1111 11 1l \ \11 1 \ \ k \\ \ \ 550°36'58"'W \\111111\\\j 1111\III\\111111\111111\1111 \ \\ \\ 1 j :r�,r 251 v\ /2.00\ii\1\ 111111\1\111111111111111'1111111111111ji11 ,1 11IIIIII 11nI1,u1111j1J11111j1111111 S' \ 11'11111 1111 III VIII I I II \\ \ \ \\`- ��/ i V b0 \p0 \. Lr'v�; nos/0�Rp��/O�Rp •..'\ ° 1111,I!ij111111',IU�'lilllll,''I 111111111II 111111/ \\ \\\ \\ //� ' I \ \ Rj4A1� so �• .=\ .6y/N 4., •i;! /z°. Op, 1111111111111111 1111111111111 IC6iIIIIIIIIIII1.iIli11��11111j11111111111111111\\ '///'\\\ k 1111h11II IIIIIIi1111j111111111111i'I,----_ \\� \ �\\ / /• \\ y� HI 5 \ 40 111111111111111111111;11.111111111111 \\ �// '1�QIV G\ .-. �p \ __ \ .. m�•. 6\ 1�1111111111�1111�111�111111111111IIIIiIl11111.,, p066 \\ H 1/ ^ h 11 II 1110111111110111 11�11III 1111'11111�11'III111o1111 k --- GREEN '- - \ \ \ \ / / / - � \ � . �•' � - _ :.: 5 \ 111 0 11 Pl 1 GREEN 6/?/ ER H E I G H T 3 h II Iall IP 111v1111oII IM11INjj11N \ \ G LOT 21 ti vll111111v111e11IMil is lllal ll�\ \ \\ //' 1\\ \\G`3 'I 4e16Ic4/5_ - \ \ \p18p2 B L O C K B ro VIII lill111111 X1111 j11 111111111111' \\ k ye M 4. ✓u/ion W. Rittenhouse IIII 1 III II I I Ill 11 \\\ / f r / y• oB p,5 'L \ \ q ZONED R/ 0 11111111111111I�IIII1111 111111111:111 \ 1 A. \ 9.8, 633-587 h III III 1 111111 1 1 111 iI \ \ 0 �\ \ I III .111111 111 11111L 111111 LOT 24 - L'OT 23 I111111111111111I I.. 11111111111 Ill �� \\ \ \ 1 P0. \ Building SeI °ck L OT 22 I I 1111 1111111111 I III i _42p-� \ \ \ \ 2 \ \ 1 2g c; Grover For to in es Curtis E. Elder III III IIIIIII 11111111111 X 1 11 \ \1 -41 0, O. B. .550- 60/ O. B. 541 - 438 Jeffery E. Ludy 36 1111111111111111111 1111111 1111 r_ O. B. 683-478 2' 11 11 1111 ill I I I I I I I II11 j 1 \\ \ \ 14 \ 1a og- g� /39.9 - 2' /'f/)////////�///// l.I X430 �- � �'-' - - __ -� `__ -._\ \\ �•:�� \� \ \ � Exis t.B W.L. GENERAL CONSTRUCTION NOTES I ALL EXTERIOR LIGHT/NG SHALL BE DIRECTED SO AS NOT TO DISTURB ADJACENT SITES AND STREETS. 2. LANDSCAPE MATER/ALS SHALL BE MAINTAINED INA HEALTHY CONDITION MATER/ALS THAT D/ESHALL BEREPLACED. 3. SEED/NG SPECS. SHALL BE OUTLINED AS /N THE 30/4 EROS/ON AND SED/MENTATION CONTROL REPORT. 4, THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE AND REPORT ALL /N NS/ AN THE EN EER ANO OR ARCH/TECT CO ST C/.ES r0 E G/N / 5. THE LOCATION OF EX/ST/NG UT/L/7/ES ACROSS OR ALONG 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 /NIT/AT/VE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 6. THE CONTRACTOR SHALL BE RESPONSE/BLE "OR NOTIFYING "M/SS UT/LIrY�"(/-800-552-7001). 7. NO SLOPE SHALL BE GRADED STEEPER THAN 2:I UNLESS WITH SPEC/AL DES/GN SLOPE STA81LIZAT/ON AS APPRO VE O RBY THE COUNTY ENGINEER. B. ALL DISTURBED AREAS W/GL BE SEEDED TO SPECS OR OTHERWISE STABILIZED /N ACCORDANCE WITH THE REOU/RE MENTS OF THE ALBEMARLE COUNTY SOIL EROS/ON AND SEDIMENTATION CONTROL ORDINANCE. NO AREA DISTURBED BY. THIS CONSTRUCT/ON SHALL BE LEFT UT TAB/4/ZED FOR A TIME PERIOD GREATER THAN 90 DAYS. 9. A3o'x 50' GRAVEL By SHALL BE MAINTAINED AT THE ENTRANCE TO THE SITE DURING THE CONSTRUCT/ON PER/OD TO CLEAN MUD AND -DEBRIS FROM THE TIRES OF DEPART/NG VEHICLES. /0. PAVEMENT SPECS: BASE TO BE AGGR. MATER/AL SIZE 2/ OR 2/A COMPACTED TO A DEPTH OF 6" WITH / //2" S- 4 OR S-5 OR PR/ME' 8 DOUBLE SEAL . //. ALL DIMENSIONS SHOWN ARE TO THE FACE OF WALKS AND CURBS AND THE OUTSIDE EDGES OF BUILDING WALLS UNLESS SHOWN AND NOTED OTHERWISE. /2. WATER No SANITARY SEWER SHALL BE SUPPLIED BY THE AL BEMARLE COUNTY SERVICE AUTHORITY ALL MATER/ALS AND METHODS OF CONSTRUCT/ON SHALL COMPLY WITH THE STANDARDS 8 SPECS. OF THE AUTHOR/TY. INDIVIDUAL WATER SERVICE LATERALS SHALL BE 314' TYPE K COPPER, Jo /NT WATER SERVICE LATERALS SHALL BE /' TYPE K COPPER, /NDIV/DUAL: WATER METERS SHALL BE 5/8", SANITARY SEWER LATERALS SHALL BE 4"DIA. (/yp) EXCEPT FOR UN/75 8/C, THEY SHALL BE 6"'D/A. (typ.) /3. SOL /D WAS TE. DISPOSAL SHALL BE ACHIEVED WITH INDOOR STORAGE AND PRIVATE COLLECT/ON. \ \ \ / AV A V A A X \\ \ \ Exist. M H. Top 40/.55 \ \\ \ \ \ Inv. 389.39 \\ \\\ \\ \ \ V A VA .SVA A V A A A V A Gam' n \•\\\\\ I I \\\ Del /et 3960 40 Exi - s7 M.H. ° 0% Top_ epti/ �- \\ •D%nos\ 3 \\ \\: \�� \ Inv 39/.88, \ 1 00 0 \\ 405 \ o_ 409 _N46°29'54"E\\ \ ,\ 546 29154 W 1\11 \\ \ \\ 1 ' ---- -/4.2 /� - \ 1 22 \ \ .. \\4.2/ 30' Bai/d/ng SetbackLwl �\ \\/ 4/0 A=54.98' 4fp /R-35.00 - %/% 29" \AIXB /lee - --- a ;'(ff!/!\\ //,IIII/%///t \\ \\ _ BL O CK C SHAVED AREA TO'6E DEDICATED"ve/Y6 _-�� >' /00 YEAR FLOOD PLAIN ELEV. = 399 Oo LOT 25 /__-- i^`^ -'S�-_`� 'i/, .j L --^_ \ \� \ \\ \\\ \\ \ N46°2954"E D m ----_--_- -_-_ 4"W. L. TO PURL/C USE.\ ExisI. CG -B \\ 400 IExi'sl. D/3C TO 4/0. 57 / So- Po ny pasozamenos _�-- ��- ' i/ -- - ��_� ___,��--� ^' --435 \ \ \\ \\ \ \ \\\\ \\\\\\\ \ �\ \ \.\ \ \ �\ �\ \ � � \ \ \\� � \\ \� \ .33.98 O. 8.729 - /05' i B em �\ Exist. CG-6lo ber ovedB 8 rep/aced with CG Inv 403.57 1( B D. B. 718 - \\\ \ 390 0 > Br 34'P9 / ` - GREENB'R/'ER(60"R/Wl DR/V,E - ' �Exis70 nN / 5. 48'07'08"C 85'52 - S 44°53 54"E 33/.94 \ / // _' Exi s1. 5 Wolk --/ \ TC 4/00. 70 \ / v 404.70 T: M. 61 Z PAR CE L / D. B. 706 - 586 Z 169.67 / 3509'E 84'91 Tax Map. 6/Z Pa 03-4,5 60'R Temporary/\\ / 7"E 548° Tarn Around Ease. / 548°26 0, 11 +1 BRAN. B. 70 S F/RST LANG. TRUST \ / 35''.5 GREEN BR/ER HE/GH TS 420 D."B. 709 -698 ZPO O410 _ BL O CK C BROOKM/LL DR/VE TO BE DEDICATED _ /00 YEAR FLOOD PLAIN ELEV. = 399 "ed U Phi/lip W. Shif/elt TO PUBLIC USE. D m ----_--_- -_-_ 4"W. L. SITE TOTALS & LAND USE DATA ZONED R/ 400 -- ----- ------ - L. a r 4 Z W R/W Margin O. 8.729 - /05' _ ~ U U1 � • _ Z Z 390 0 > Q J OWNER1 GREENBR/ER GARDENS LAND TRUST a \� 3 Q Grover For to in es U Z T: M. 61 Z PAR CE L / D. B. 706 - 586 Z Or 0 00 50 /t0 LOT 26 R/W Margin Fire Flo. of Exist Fire - BL O CK C BROOKM/LL DR/VE TO BE DEDICATED /00 YEAR FLOOD PLAIN ELEV. = 399 "ed U Phi/lip W. Shif/elt TO PUBLIC USE. Hydrant Int- ofWestfie/d SITE TOTALS & LAND USE DATA ZONED R/ 0 L. a r 4 Z W R/W Margin O. 8.729 - /05' _ ~ U U1 � • _ Z Z 0 > Q J OWNER1 GREENBR/ER GARDENS LAND TRUST a \� 3 � Grover For to in es U a T: M. 61 Z PAR CE L / D. B. 706 - 586 Z 0 J Z L O T 2 C. Wm. C. Dirickson D. B.550 - 60/ PLAN SCALE /= 30' \ (` Q I\I O.B. 622-606 c/o ROBERT HAUSER 2768 HYDRAULIC ROAD W O LOT / Donald -O. Snow CHARLOTTES V/LLE, VA. 2290/ > O T 2 7 Eliza beth .Ben zin ger D. B. 64/- 603 /--B04-973-3377 Cr BruL ocker ce CIT— L D. B. 733-297 SITE BENCH BENCHMARK PRESENT ZONING : PUO PRESENT USE; VACANT W Ur U Q 19. 8. 583- 4/8. Enis I. M.M. No. 35 PROPOSED ZONING PUD PROPOSED USE -1 CONDOMINIUMS FOR SAL E 0 DRAINAGE S T R U C TURES SAN. SEWER STRUCTURES Rim e1: 410.03 Inv. 393.88 BENCHMARK DATUM BASED UPON _ I Z J W U. S. G. S. MEAN SEA LEVEL I wCr C B IO M =1 EXISTIN G PROPOSE D TOTAL NUMBER UN/TS' ALLOWED ONS/TE - 99 - a m CONTOUR --395----- 395 NUMBER UNI TS /N PHASE ONE x 24 GROSS DENS/TY /.7 UN/TS PER ACRE F W GRATE ELEV. 407.0 INV. 400.0 CB 20 TOP 401.5 INLET 391.51 INV. 391.41 DRAINAGE PIPES IPESANSE _ DRAINAGE CALCU LA T IONS MH 8 MAX/MUMBUILDING HEIGHT NOT TO EXCEED 35'' V m U Q GRATE ELEV. 400.5 INV. 396.68 TOP 407.0 INLET 401.7 INV. 401.5 TOTAL BU/LD/NG COVERAGE 3% ANSEWER FROM TO DRAIN. AREA RUNOFF COEF INCREMENT ACCUM. INLET TIME INTENSITY RUNOFF DIA LENGTH SLOPE VELOCITY CAPACITY WATER LINE CS 10 Ce 20 0. 3 0.8 0.24 0.24 5 min 7. 1 /hr. 1.7 0. 12"RCP 235 1.4 1 5.4 fps 4.4 0.CB 20 D110 0.8 0.8 0. 64 -0.88 7 i 6.4 n/hr: 5.6 cfs IS"RCP 65 0.5 4.2 fps 7.6 Cts DI 10 ouf - 1.0 0.4 0.4 1.28 18mn 4.3 n/hr. II.1 ofs 24"RCP 70 0.5 5.1 fps 16 c£s - SAN. SEWER M.H. O° STORM DRAIN STRUCTURE 1450 2x0 2f50 3x0 3f 50 4x0 FIRE HYDRANT VALVE LOW OFF a DD N c O c E v. d n V) 0 Z Q Z Z J J (L 0 Z U a 0 v N o � 0 Q W > Z zM- Z) C7 Q fn Ir G 0 - Z > IL Q J W U J Z J ` > W LO W Z w M Z 0 w J a > a • - 2 m U U Q Tox Map. 6/W Parce/ 02-2 �;i PEPS/ COLA BOT TL/NG COMPANY D. B. 779 - 402 y.-�-�rr AI. Iq kA.L� -J a� x Zoned C/ COMMERCIAL Q / R/W Margin Fire Flo. of Exist Fire - I- BROOKM/LL DR/VE TO BE DEDICATED /00 YEAR FLOOD PLAIN ELEV. = 399 _ >_ Q a TO PUBLIC USE. Hydrant Int- ofWestfie/d SITE TOTALS & LAND USE DATA Ld 0 LATERAL WALKS TO BE A MINI MUM OF 3'. Z W R/W Margin X _ ~ U U1 � • _ Z Z 0 > Q J OWNER1 GREENBR/ER GARDENS LAND TRUST a \� � O U a T: M. 61 Z PAR CE L / D. B. 706 - 586 Z 0 J Z In PLAN SCALE /= 30' \ (` Q I\I contour interval = I i c/o ROBERT HAUSER 2768 HYDRAULIC ROAD W / R/W Margin Fire Flo. of Exist Fire - lion A /00 YEAR FLOOD PLAIN ELEV. = 399 _ H Q a AS DEFINED BY H. U.D. Hydrant Int- ofWestfie/d SITE TOTALS & LAND USE DATA Ld 0 W Z W R/W Margin = _ ~ U U1 � • _ > Z 0 > Q J OWNER1 GREENBR/ER GARDENS LAND TRUST a \� � T: M. 61 Z PAR CE L / D. B. 706 - 586 Z J J Z / R/W Margin Fire Flo. of Exist Fire - U 0 Hydrant Int- ofWestfie/d SITE TOTALS & LAND USE DATA O _ - Road B Greenbrier Drive > 2400 goo, 2o -i Residual OWNER1 GREENBR/ER GARDENS LAND TRUST CL \� T: M. 61 Z PAR CE L / D. B. 706 - 586 U In DEVELOPER: .REPUBLIC HOMES INC. J Q W W c/o ROBERT HAUSER 2768 HYDRAULIC ROAD W O CHARLOTTES V/LLE, VA. 2290/ > /--B04-973-3377 Cr SITE BENCH BENCHMARK PRESENT ZONING : PUO PRESENT USE; VACANT W Ur U Q Enis I. M.M. No. 35 PROPOSED ZONING PUD PROPOSED USE -1 CONDOMINIUMS FOR SAL E 0 DRAINAGE S T R U C TURES SAN. SEWER STRUCTURES Rim e1: 410.03 Inv. 393.88 BENCHMARK DATUM BASED UPON TOTAL SITE AREA /4. 9+ ACRES 'AREA /N R/W DED/CAT/ON 0.9 ACRE Z J W U. S. G. S. MEAN SEA LEVEL REMA/N/NG S/TE AREA 4. 0 + ACRES wCr C B IO M =1 TOTAL NUMBER UN/TS' ALLOWED ONS/TE - 99 - a m NUMBER UNI TS /N PHASE ONE x 24 GROSS DENS/TY /.7 UN/TS PER ACRE F W GRATE ELEV. 407.0 INV. 400.0 CB 20 TOP 401.5 INLET 391.51 INV. 391.41 PARK/NG REO U/RED . 48 2SPACES PER UNIT PARKING PRO V/OED 63 9" /8� SPACES _ /'y� 11 1 = J MH 8 MAX/MUMBUILDING HEIGHT NOT TO EXCEED 35'' V m U Q GRATE ELEV. 400.5 INV. 396.68 TOP 407.0 INLET 401.7 INV. 401.5 TOTAL BU/LD/NG COVERAGE 3% DI 10 MH C PA ENEN T (Inc/✓ding wa/ks) 4 OPEN SPACE 93% DI 7 TOP 401.5 INV. 396.35 TOP 411.5 INV. 405.9 OUTLET 406.0 .WITH FUTURE PHASES CUMULATIVE OPEN SPACE SHALL NOT BE LESS THAN 25% N N �F•n� � t 1�� D o z_ - NOV 20 1984 PLANNING DIVISION ° L - U)