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HomeMy WebLinkAboutARB201300010 Legacy Document 2013-08-16 (2)BIORETENTION BASIN PLANTINGS - -�'" LEGEND CENTER LINE BASIN No. TREES SPECIES SHRUBS SPECIES � 1 A(Red Me m 1 Lindem benzion fO�M N. WOODED AREA FROM PL TO - -� R PARCEL BOUNDARY Date: OCT 2012 1 (Red Maple) (Spicebush) �� - ,ALQNG PINEY MOUNTAIN ROA -' EX. PIPE Vibumum lentga � JACENT TO CHURCH AREA • — EXISTING PROPERTY LINE (Nano be -- _ V�Ek _ �_ Scale: AS NOTED Acermbmm Lindem benzio)n GATE ` EXISTIN C/TILEPHONE 2 5 / f•Y IXISTING UTILITY POLE 2 (Red Maple) (Spicebush) i - Quemus bicolor Vibumum lentago PEN AREA AL NG REMOVED POWER PROPOSED OVERHEAD BECTRIC Designed by:EH2 (Swamp white oak) 8 (Nannybelry) _ LINE TO BE ANTED WITH TREES ' _ i' - — E — PROPOSED UNDERGROUND ELECTRI iW — WATER LINES From Tables 3.11 -7A and 7B T.M. 21 -13E WOODED AREA Drawn b CHARLES M. BOLDT " -" PIPE TO REMAIN —� SANITARY LINES Y EHB /TBF ZONED: RA -' � � � � � INTERMITTENT STREAM BUFFER / j USE: VACANT i AS DEFINED BY COUNTY O SANITARY SEWER CLEANOUT STORM SYSTEM Checked by: NWB EX GAS LINES CRITICAL SLOPES PROPOSED GAS LINE 'Tp1N ROP N13.19D4W 60�.6o TREELIN - -- R EM LINE > r _ PROPOSED EASEMENT E � MOGN�R PROPOSED BUI ING SLOPES 25 ,hwIN =46dR5 --"� Pf21VPTE L ?NL,'P�z* EXISTING ROAD v \ / /NY ONT- 4BS2E� -' PROPOSED EDGE OF PAVEMENT CURBING HANDICAP PARKING N Eo EXISTING TREEUNE jr•L,l +'W WOODED AREA �O FTO AnY„ g q I�'+ ,./vw�r�.. PROPOSED TREEUNE W N 4 TO REMAIN ry,. 13 C -6 ry I _.__._._.. EXISTING FLOWUNE N o EXISTING FENCE LINE yo+ YARD \\ 25 510E 1b / 6• SIDEWALK ROCK / WITH C -2 OUTCROP © s ' PHASE 1 "� ' O '_ / l _ - - _ i _ _ EX 7RAf k�i W _ ij I \ \ BIORETENTION -- -- _ v BASIN #z w 1( o \\ \ WOODED AREA .,�' �nj;P'✓ �0� %.. " oy -� B ^-� I - --- - - -- _ -- -- - - a \ \ TO REMAIN 1 E PROPOS D OCATION 12 1 O 11 R3 j ' f /i 11 SID ALK ITH CG -2 CG -2 '/ �� P E 2 _,X\ , WOODED AREA z wa PHASE 1 / / % /� /� �� BIORETENTI TO REMAIN F \ Q 200 SEAT SANCTUA �tt/ BAs AREAI O d PHASE 1 FFE =531.5 \ IORETEN #1 / / \B \ R BASIN $1 I gzta SLAB ON GRADE PRIMARY \ / / / / /� r /�i REROUTE ELECTRIC 11'00 \ 2 �"O / �''- // / /'. AS NEEDED T.M. 21 12 \ \ \ ` {/ \ DRAINFIELD \ �° GE FANUC AUTOMATION \ / ZONED: LIGHT INDUSTRY I V PHASE 2 USE: INDUSTRIAL \ \ \ SEE "ENGINEERED C41NIENTIONAL SITE SEWAGE 15ENT SYSTEM- i �I I /� F (/ /: /� �. /, \,, " Revision Dates \ / \ SYSTEM" INV IN= 5 5.4 4 (6-) 6" SEWER i/ I'">j " /�y i STATE ROUTE 606 \ \ } �^�, DICKERSON ROAD \ `Vk / 35 MPH CRITICAL SLOPES PRIMARY \ ` / DRAINFIELD ` \ PHASE 1 /�\ Z WOODED AREA TO REMAIN : /�' (L O I ss WOODED AREA / / / LJ M TD REMAIN J = = W rn CRITICAL SLOPES ���� / �� (' MO N - - - - - -- - -- (/� 5 V) Q SURFACE COURSE BASE COURSE D = I > 2" OF SM- 12.5AL 3" OF BM -25.0 J q'GWAJfL �f'/Gf - PG -5 /, , / i I I / PHASE 2 I 0y = Q J T.M. 21 -120 I NO, I/.SE _ - _� _ / �.. / Rep. H J RAPPA21 -120 K YYY _ / BIORETENTION F 'o�' U ELECTRIC CORP I { I I _ _ _ - _ BASIN AREA ` 9G'gJ�� O J)) Oyi, T.M. 21 -11A Z W / f• yr pQ ) .,S•y NO AS COMMUNITY Q = USENEUTI RA I I ( �� SAS — - / PROPOSED GAS ` P �F,y yy� CHURCH ZONED: RA �T,. = U O w I ' 1� EX 7RAK ,Ey' ' , USE: CHURCH -I '. F 1'� �I'I�IT,�_ll III. ='; w? 1- BASE AGGREGATE COMPACT SUB -GRADE TO 95% = O- 0 / 4" 2•R 8 OF 21 -B STANDARD PROCTOR DENSITY O W O LJ WOODED AREA i" Z = to Q cG� -65 TO REMAIN r ' CRITICAL SLOPES HEAVY PAVEMENT SECTION J w " NTS �• 4:1 TAPER TYP. W �, JS 5,S _115` �J - SURFACE COURSE l Ayhv__ 97.67 CG -17 #^ � � � av air 49aar _ �� s' R,zse,. >6. �'�� .• .� . � � � z� of s - _ x -- — s3 �0 T qRO TO REMAIN m c M95 AL a 73 LF 15" CMP \ \ '4 ?? O Y \\ O Ro t ..� HAS AGGREGATE COMPACT SUB -GRADE TO 95% / G ®3.8a% z ... \ �\ \ N WOODED AREA �T s a" of 1 -A 0 ? 1` SUBBASE INV IN =496.5 %P SSp` , F ` 2 STANDARD PROCTOR DENSITY INV OUT =493.7 12" u u A% SFrgc��CURB DETSAIL (CG -2) LIGHT PAVEMENT SECTION NTS z4 PARKING REQUIREMENTS Drawing No. STATE ROUTE 763 / T.M. 21 -15 \'�\ \� j�r%9! BUILDING PARKING REQUIRED DICKERS ON LANE JACK OR BETTY HAWN -+ USAGE UNITS 35 MPH ZONED: RA � � � PHASE RATE EMPLOYEES SPACES USE: VACANT 4" 4� c � I Y 1 CHURCH 200 1 SP/3 SEATS 4 71 2 CHURCH D 1 SEATS STATE ROUTE 606 '� � \ \ � � �/ . 6°' SP /3 NEW 69 DICKERSON ROAD �' T 2 UNPOSTED T3' 7" 3 CHURCH 20 1 SP /3 SEATS 0 0 of 4 Sheets S53'24'05 "E 1 SEE PARKING STUDY FOR TOTAL REQUIRED = 140 4.93' GRAPHIC SCALE -. 6 124 •� 3 DOCUMENTATION OF l.riLA0 t,. 30. PROPOSED PARKING RATES MAXIMUM ALLOWED = 168 CURB & GUTTER (CG -6) PARKING PROVIDED = 140 Job No. 2167 \ \ ` SCALE: 1"--30' NTS HANDICAP PROVIDED = 6 A96-13 3 t�E3