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HomeMy WebLinkAboutARB201300010 Plan - Other (not approved) 2013-01-29BIORETENTION BASIN PLANTINGS - �'� LEGEND BASIN No. TREES SPECIES SHRUBS SPECIES Acerrubrum Lindera benzion 50' MIN. WOODED AREA FROM PL TO / -- — CENTER LINE Date: OCT 2012 7 7 (Red Maple) 7 (Spicebush) - EMAIN,ACONG PINEY MOUNTAIN R �_ -� EX. PIPE ua�, .��. PARCEL BOUNDARY Viburnum tentago ADJACENT TO CHURCH AREA • — EXISTING PROPERTY LINE 1 (Nannybeny) ELECTRIC /TELEPHONE _ Scale: AS NOTED Acerrubrum Lindembenzion _,�- GATE 2 2 (Red Maple) 5 (Spicebush) . -� ' I _ - IY EXISTING UTILITY POLE Cue— bicolor Viburnum tentage PEN AREA AL ON REMOVED POWER i PROPOSED OVERHEAD ELECTRIC Designed by:EHB /TBF 2 (Swamp white oak) 6 (Nannyberry) __ LINE TO BE ANTED WITH TREES ' _ i'" _ c PROPOSED UNDERGROUND ELECTRI ' i' — From Tables 3.71 - 7A and 7B T.M. 27 - 13fi - ' V� Ek PIPE WOODED AREA W WATER LINES _ , , � by: EHB /TBF CHARLES M. BOLDT -� � _- SANITARY LINES ZONED: RA �' INTERMITTENT STREAM BUFFER TO REMAIN USE: VACANT _ � _ " ' � AS DEFINED BY COUNTY O SANITARY SEWER CLEANOUT STORM SYSTEM / '_ _ _ � � Checked by NWB EX GAS LINES PROPOSED GAS LINE ,�--'� CRITICAL SLOPES / �- PROPOSED - - - EASEMENT LINE - ROp O� ry9'oyw 6 o7 B0 TREELINE CRITICAL SLOPES > 259 O N) RROA� .' -- - - - - -- PROPOSED BUILDING EXISTING ROAD � m.v =was \ AVY 6vf= 485.16_ -'� �'' I \ rr � PROPOSED EDGE OF PAVEMENT \ i "� i' ' i. !/ /Sr7 k:'l'•.'s A�... 4 �. CURBING HANDICAP PARKING \ i � i �' J r R PO,g R <iy EXISTING TREEUNE p a WOODED AREA F r C / i 8 h l n/v�rw�r. PROPOSED TREELINE N TO REMAIN ''`bl1"�* 13 C —6 N - -- - - - IXISTING FLOWLINE o .' WM '-� IXISTING FENCE LINE y k Q w u '(PAD . _/ �Wa N o el \ - 2 510E n I , r�' 1 n m \ 5 W SIDEWALK I 1 i' _ —" WITH c -2 ,. ro N ROCK o w OUTCROP l © i " 11 , — — �'E " PHASE 1 �- - _ EX IRAs = w w \ \ BIORETENTION Sc \ BASIN #2 +T drv' i >., • - - _ _ _. - _ r , 0 0 \ \ WOODED AREA \ \ TO REMAIN °�' _/" 9 ✓/� .PHASE E' / PROPOSD ` 12 \\ /' L J / , -CATION 11 11 \ \ SID ALK RN TH cc 2 4, a o E 2 CG / /�i / / / / ) Q P WOODED AREA PHASE 1 / ' Q BAs AREA, TO REMAIN H. 10 PHASE 1 ` 3 200 SEAT SANCTUA V A R VBIORETENTION SLAB ON GRAPE BASIN Al �45� \ / V 2' / w �` 0 /�. / %, AS NEEDED PRIMARY SpOO T.M. 21 12 V DRAINFIELD GE FANUC AUTOMATION \ \ \ ` {{{ t -. \ PHASE 2 ZON USE: U GHT INDUS SEE \ °ENGINEERED CONVENTIONAL ! �/ ONSITE SEWAGE )lREATMENT \ - Revision Dates \ \ \ I \ SYSTEM" INV IN =925.4 (8 ") It.) d • . \ // i�/ j // //' // / � // // / V/ V A \ 0 /// 6 SEWER STATE ROUTE 806 A A A DICKERSON ROAD \ i� / \\ P SE 2 35 MPH PAVEMENT t2 / /�`� / CRITICAL SLOPES sta _ PRIMARY 1 \` 3q 7 O51 DRAINFIELD PHASE 1 Z WOODED AREA •.. -.5- Q TO REMAIN J // N O WOODED AREA \ / / / 1 . \ } W M I / TO REMAIN Zi W I CRITICAL SLOPES _ N Q 0 2 OF SMC2R 3" OF = BM 25.0 I J > PHASE T.M. 21 -12D I / I �TP//� _ _ ��. �// BIORETENTION .p T00. 1 'S'` 1 F J RAPPAHANNOCK I Y I I - - -_ -� BASIN AREA e�P J)J "E T.M. 21 -11A Z 0- ELECTRIC CORP I { - - - - - - _ '2.e9 F �O /'/ O l V) USE: ZON LN I / I - _ - - - ` P O S CHURCH ZONED 00 x U 0 5 r d I _ / F.yy y p, , NORTHSIDE CO COMMUNIN O x J N PROPOSED GAS `v "� W ` IX�Aa / 4 USE: CHURCH I�IIIII�.IIT =i IN I F .!� - W? BASE AGGREGATE COMPACT SUB GRADE TO 959 = a-: \ j 4 2 -R 8" OF 21 -B STANDARD PROCTOR DENSITY O W W < WOODED AREA / � }- Z x N Q CG'S -6 in TO REMAIN 'CRITICAL SLOPES - II HEAVY PAVEMENT SECTION J W LO NTS Z — ro 'I^ W -1 15' 4.1 TAPER TYP. SURFACE COURSE �— l AVY� 2" OF SM9 _497.67 /� x / CG -11 3• � �� .5 -AL In WOODED AREA _ _ _ IX J6 - �15�t TO REMAIN SO � bYYWG �� 73 LF 6 \ \\ Ro % � - - I � - -� BASE AGGREGATE I ,.., _ / Ir / / / r / (� COMPACT SUB GRADE TO 959 ® 3.aa9 7 INV IN =496.5 INV OUT= 493.7 �\ �1'P \� S sO\assX •1� T F 2 9 6° 12" 8" OF 21 -A STANDARD PROCTOR DENSITY u u / �\ \ � \ \ / qR CURB DETAIL (CC-2) LIGHT PAVEMENT SECTION NTS STATE ROUTE 763 / T.M. 21-15 O�_ J ® PARKING REQUIREMENTS Drawing No. BUILDING DICKERS ON LANE 35 MPH JACK OR BETTY HAWN ZONED: RA \� PHASE USAGE UNITS PARKING RATE # EMPLOYEES REQUIRED SPACES USE: VACANT \ 4" 1 CHURCH 200 1 SP /3 SEATS 4 71 L STATE ROUTE 606 \ � � � �� 8°' 2 CHURCH 0 2 0 1 SEATS SP /3 2 NEW 69 DICKERSON ROAD UNPOSTED \\ \ 553'24'05 "E h_ - 1 3 CHURCH 0 1 SP /3 SEATS 0 0 of 4 Sheets 4.93 SEE PARKING STUDY FOR DOCUMENTATION OF TOTAL REQUIRED 140 \ \ GRAPHIC SCALE PROPOSED PARKING RATES MAXIMUM ALLOWED = 168 30' 0 30' 60' \ CURB & GUTTER (CG -6) PARKING PROVIDED = 140 Job No. 2167 -- SCALE: 1"=30' NTS HANDICAP PROVIDED = 6 MY) /3—/0 /UE(,-) I 3 t�e3 0 a a a t� DITCH TABLE E&SC i _ - 518 DITCH BOTTOM WIDTH LEFT SLOPE RIGHT SLOPE 10 -YR DEPTH MIN. DITCH DEPTH 2 -YR VELOCITY SLOPE LINING # 1 0.00' 3:1 3:1 0.55' 1.05' 1.44 6.80% GRASS # 1.1 0.00' 3:1 3:1 0.54' 1.04' 1.53 12.00% GRASS # 1.2 0.00' 3:1 3:1 0.89' 1.39' 2.49 6.10% GRASS # 2 0.00' 3:1 3:1 0.81' 1.31' 2.19 4.40% GRASS # 2.1 0.00' 3:1 3:1 0.78' 1.28' 2.36 10.50% GRASS # 2.2 1 0.00' 3:1 3:1 0.75' 1.25' 2.52 13.10% GRASS # 3 0.00' 2:1 3:1 0.61 1.11' 1.90 10.00% GRASS SPECIAL NOTES INTERMITTENT STREAM BUFFER AS DEFINED BY COUNTY PROPOSED TREELINE o CRITICAL SLOPES / 516 J lel _ 1 1 EX 24 C,l1P ®S.Lt'3,t' �� • /N4 /N-4W..05 - '` 52 / - TO i ON - -- f . o f - IP r s N PHASE h aim° � " ( BIORE NTION � ` = C _ -- `L - ,; CRS �. j 1 t I BASIN #2 1 420 SF TO . �� r �. _ ., 0.6%a._ `� TS PS N r' a�o OUTCROP ° r - 25.52 (10 CRS 00 5 �0 1 S t MU N � , m �_ T " -.._- ' �� '' T C p BENCHMARK: N SE� 4N !, - C 10-_ . PVC R �-- Q O 0 / C,. ASE 9" RED OA �� �p8 e �% AIN` �. 0.20% ® ' 'S �i G - - - _ ELEV =534.59 °8 I �` 2 _.- TS ` - - - -_- - sF \ I r f f / / r, -y M _ TC ....- -` ` _ "., , � ,�? o o ,_ \ V f IN B ASE OF POWER P ARK: 2 NAILS SET r /�, - ' 5 4" PVC R OF I r S,OL BENC HMARK: EV =520.9 r r 1 -1� T L �0• °' % / / o FINIS GRADES FOR PHASE 2 PARKING. LOT. a?, W�ps IM= GRADES = FINISH GRADES MI US T S PA MEN EC TION PLUS 4" TOPSOIU DITCH #2 CRS I �� 289 \�Jr J . c r / - / TO _ SF 29.0 � . , ,,, � �__ _ 47C 5C 6 __ SOIL TYPE BOUNDARY ITO - 1 SOIL TYPE BOUNDARY lot, -..00 ❖3�► • - . 'CURB SCUPPER +'Oiiiiiiiiiiii '� 1 + 4.5' MIN. DIVERSION DIKE S!6 NTS • I Will / % • . , ♦ � 1 + -, " , : �� .lam / ;.vr'/ �' /� •�- ��r FIRA 6 PVC SE PVC SE R TO rA /` ,y r- (\� SL ' CRITICAL SLOPES \ \ \ \ \ l ` / / ti ry h I I / • / y ,. - - _ _ �. ' ✓ F ADES FOR PHASE 2 PARKING LOT. / TERIM GRADES = FINISH GRADES MINUS PAVEMENT SECTION PLUS 4" TOPSOIL. DITCH #3 t PFD 10% PHASE 2 BI ETEN BASIN I I 1 I 4 I PROPOSED GAS gA GA PR O PO SED BE DESIGNED' PHASE 2`' I \ CA ` \ PG- PAVED D ITCH EX. TRA /L CRITICAL SLOPES * ` 1 2 .7 SY CLA�S Al RIPRAP ` \ W =1', D =1' T =4" ` 28' T-20 T� Ir k, . / J , / Q \ BENCHMARK; NAIL SET IN S BASE OF 24 ", PINE ` \ \ \ ELEV =515.21 MPACTED SOIL OUTLET TO WELL I ED CHANNEL PLAN La 0% It /NY IN=49/.67 BP. 0+ CE \ `� \ \ � \ R I l INY 61617=40019" KEY IN 6"-9"; DICKERSO ! �` ~ \ \` i FILTER CLOTH RECOMMENDED FOR k _ _ �, ,� \ 52� ENTIRE PERIMETER LAE 73 LF 15"' CM P �. SECTION A -A ® 3.84% NOTES: INV 70' MIN. / EXISTING NV OUT - 496.5. \ ` \ ` ` �. , ` 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18 -3 AND 3.18 -4. 3" MIN. _ 6" MIN PAVEMENT I -493.7 c \ \ \ `� ` 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. I �1 =� :pit : I = il� ►L= I- -��il: \ ` OUTLET PROTECTION FILTER \� \ \� ��, y NTS EXISTING CLOTH GROUND SOIL TYPE \\� ` \ J 10' MIN. �� \ 70' MIN. BOUNDARY �� c (\ \ / FOR THE PURPOSES OF PLAN REVIEW AND APPROVAL, EDMOND H. BLACKWELL, P.E., IS THE CERTIFIED 12' MIN I ! I- I 0 RESPONSIBLE LAND DISTURBER (CRLD). CONTRACTOR SHALL PROVIDE REPLACEMENT CERTIFICATE AT TIME OF s" OF VDOT #5 AGGREGATE c GRAPHIC SCALE CONSTRUCTION TO THE COUNTY E &SC ADMINISTRATOR. *MUST EXTEND 10 MIN. \��� 30' 0 30' 60' F L LAST OF VDOT 1 ___I \� CONSTRUCTION CRLD FOR THIS PROJECT IS: EGRESS AREA AGGREGATE 10' I MIN. .�, SCALE: 1"=30' NAME STONE CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABILIZATION \ CERT. #____ NTS NTS \� ME fie_l, ?71 c) IV /+ R SE AGGREGATE FLOW s ' � 4 ` a ' � d ► 8 E � Q s � P ' ti 0' i ' b 9 T � ➢, i f' ` 4 `94 � 4�' A � s ROCK CHECK IA NTS 2 ACRES OR LESS O F to �t•t �94$w •- • R; ?fit tl4b+.��+ • FILTER CLOTH E&SC LEGEND 47C SOIL TYPE EXISTING CONTOURS 498 - PROPOSED CONTOURS °O°d° PROPOSED DITCH OR SWALE + 28.5 PV PROPOSED SPOT ELEVATION LL DRAINAGE FLOW cE CONSTRUCTION ENTRANCE (3.02) cRS CONSTRUCTION ROAD STABILIZATION (3.03) sF SILT FENCE (3.05) iP INLET PROTECTION (3.07) ceP CULVERT INLET PROTECTION (3.08) DD DIVERSION DIKE (3.09) SEDIMENT TRAP (3.13) PF PAVED FLUME (3.16) W oP OUTLET PROTECTION (3.18) c cD ROCK CHECK DAMS (3.20) To TOPSOILING (3.30) O TEMPORARY SEEDING (3.31) ps PERMANENT SEEDING (3.32) - Mu MULCHING (3.35) ~ . ®m m ®m r . DISTURBED AREA \ NUMBERS IN PARENTHESES REFER TO VESCH MEASURES �j W F - J 47C 5C 6 __ SOIL TYPE BOUNDARY ITO - 1 SOIL TYPE BOUNDARY lot, -..00 ❖3�► • - . 'CURB SCUPPER +'Oiiiiiiiiiiii '� 1 + 4.5' MIN. DIVERSION DIKE S!6 NTS • I Will / % • . , ♦ � 1 + -, " , : �� .lam / ;.vr'/ �' /� •�- ��r FIRA 6 PVC SE PVC SE R TO rA /` ,y r- (\� SL ' CRITICAL SLOPES \ \ \ \ \ l ` / / ti ry h I I / • / y ,. - - _ _ �. ' ✓ F ADES FOR PHASE 2 PARKING LOT. / TERIM GRADES = FINISH GRADES MINUS PAVEMENT SECTION PLUS 4" TOPSOIL. DITCH #3 t PFD 10% PHASE 2 BI ETEN BASIN I I 1 I 4 I PROPOSED GAS gA GA PR O PO SED BE DESIGNED' PHASE 2`' I \ CA ` \ PG- PAVED D ITCH EX. TRA /L CRITICAL SLOPES * ` 1 2 .7 SY CLA�S Al RIPRAP ` \ W =1', D =1' T =4" ` 28' T-20 T� Ir k, . / J , / Q \ BENCHMARK; NAIL SET IN S BASE OF 24 ", PINE ` \ \ \ ELEV =515.21 MPACTED SOIL OUTLET TO WELL I ED CHANNEL PLAN La 0% It /NY IN=49/.67 BP. 0+ CE \ `� \ \ � \ R I l INY 61617=40019" KEY IN 6"-9"; DICKERSO ! �` ~ \ \` i FILTER CLOTH RECOMMENDED FOR k _ _ �, ,� \ 52� ENTIRE PERIMETER LAE 73 LF 15"' CM P �. SECTION A -A ® 3.84% NOTES: INV 70' MIN. / EXISTING NV OUT - 496.5. \ ` \ ` ` �. , ` 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18 -3 AND 3.18 -4. 3" MIN. _ 6" MIN PAVEMENT I -493.7 c \ \ \ `� ` 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6 INCHES. I �1 =� :pit : I = il� ►L= I- -��il: \ ` OUTLET PROTECTION FILTER \� \ \� ��, y NTS EXISTING CLOTH GROUND SOIL TYPE \\� ` \ J 10' MIN. �� \ 70' MIN. BOUNDARY �� c (\ \ / FOR THE PURPOSES OF PLAN REVIEW AND APPROVAL, EDMOND H. BLACKWELL, P.E., IS THE CERTIFIED 12' MIN I ! I- I 0 RESPONSIBLE LAND DISTURBER (CRLD). CONTRACTOR SHALL PROVIDE REPLACEMENT CERTIFICATE AT TIME OF s" OF VDOT #5 AGGREGATE c GRAPHIC SCALE CONSTRUCTION TO THE COUNTY E &SC ADMINISTRATOR. *MUST EXTEND 10 MIN. \��� 30' 0 30' 60' F L LAST OF VDOT 1 ___I \� CONSTRUCTION CRLD FOR THIS PROJECT IS: EGRESS AREA AGGREGATE 10' I MIN. .�, SCALE: 1"=30' NAME STONE CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABILIZATION \ CERT. #____ NTS NTS \� ME fie_l, ?71 c) IV /+ R SE AGGREGATE FLOW s ' � 4 ` a ' � d ► 8 E � Q s � P ' ti 0' i ' b 9 T � ➢, i f' ` 4 `94 � 4�' A � s ROCK CHECK IA NTS 2 ACRES OR LESS O F to �t•t �94$w •- • R; ?fit tl4b+.��+ • FILTER CLOTH a n a d � o U O W 04 N �• c I F�N� C a, °� • cr a � ' v > ,n rn o v v I m W ' v 0 "m co to O • M W � •L L 'o W s wW Z O tL IA x A aka a 0 d a �o�,�o�, 4go Revision Dates Date: OCT 2012 z [ Scale: AS NOTED J Designed by:EHB /TBF LL Drawn by: EHB /TBF Checked by: NWB a n a d � o U O W 04 N �• c I F�N� C a, °� • cr a � ' v > ,n rn o v v I m W ' v 0 "m co to O • M W � •L L 'o W s wW Z O tL IA x A aka a 0 d a �o�,�o�, 4go Revision Dates Drawing No. of 4 Sheets Job No. 2167 z Q J LL O a W c _ V) � 0) U �- N 0 � N 5 F- V) W Q = J > ~ U J �j W F - J � �W � D O = -' w = U p F- Z _ F•- Q (L :2 OJ U LLJ W V) a z W W " U Z d' M z 0 Q Drawing No. of 4 Sheets Job No. 2167