The URL can be used to link to this page

Home My WebLink About1000-60.-2-7.1 DRAINAGE RUNOFF TABLE LEACHING / DETENTION POOL SCHEDULE E� q5•�' \ FOIA LEACHING \ Q = CIA POOL DESIGNATION AREA SERVED SIZE Z WHERE Q IS THE VOLUME OF RUNOFF IN CUBIC FEET PER SECOND -N LHPanache HAIR r 0 LP #1 HANDICAP PARKING 4' DIA X 6' DEEP y DesicN \ C, SURFACE COEFFICIENT - 1 FOR IMPERVIOUS, .6 FOR GRAVEL (COMMERCIAL RATED WITH ASPHALT DRIVE N n TRAFFIC BEARING TOP) 2 -2 t� N 1 , IS RAINFALL INTENSITY FOR THE 10 YEAR STORMN \ Oe C7 LP #2 EXISTING GRAVEL PARKING 6' DIA X 4' DEEP !r�_ PROPOSED GRAVEL PARKING O 0 A, IS AREA IN ACRES PROPOSED GRAVEL ACCESS z SURFACE AREA COEFFICIENT I QCfS Q9ph 1/2 PORTMAIN ROOFsDRAINAROOF GE DRAINAGE SIGNAGE ELEVATION VIEW Zg� q5 \ i G v HOUSE ROOF .0456 1 2 .0913 2459. \ CARPORT ROOF .0054 1 2 .0108 292. LP #3 1/2 MAIN BLDG. ROOF DRAINAGE 4' DIA X 4 DEEP � L PORCH ROOF .0030 1 2 .0061 163. 0 � CONCRETE PATHS .0036 1 2 .0072 194. HANDICAP PARKING .0069 1 2 .0138 372. ASPHALT DRIVE .0287 1 2 .0573 1543. \NOOOEp > -A Vl-\ EXT. GRAVEL PARKING .0141 .6 2 .0169 456. PNn z O 2 .0172 463. PROPOSED GRAVEL PARKING .0167 .6 2 .0201 541. P\S PG SPROPOSED GRAVEL ACCESS .0143 .6 \ O NOTES: \� DECKED SURFACES AT HANDICAP RAMP AND REAR ASSUMED TO DISCHARGE TO UNDERLYING P�� 1G = I^ INEUNI)ACK NEE,PVRSVANTTO SOUTHOLD TOWNCODE 52CT+ON 100.334(Q ACRNOLEDGFS THAT THE CONpmONS OF TH6 SITZ PLAN GROUND AND LAWN AREAS. �� AP7RO�VAL SET FORT M'n+ERESOLVnON OF MFROVAL DA TED 0 J 11 � _�_f ZIb7 A CEPTEp,(S ECO PPR OALDA VIION) EXISTING CONCRETE WALKS ASSUMED TO CONTINUE DISCHARGE PER Vv1�r 1 EFRN •G � TO SURROUNDINGS. CONTAINMENT WILL BE PROVIDED FOR ALL REMAINING. PS ,,1 G �j6LIL DRAINAGE FROM SURFACES IN COMMON WITH NEIGHBORING SITES SIZED FOR THIS OWNER'S n1 /O /� 0� �1`V AUTHOR' DSIGJAT nE �� \ O CONTRIBUTION ONLY. CONCENTRATION TIME ASSUMED AT 15 MINUTES. 1 V At�F1.DvaD Nv T DTxo T PLANNING HOAnn AD+L.EO SIGNAATURE `- TREES THAT ARE INDICATED "TO BE REMOVED"WILL BE REMOVED UPON IMPLEMENTATION TU,, I ._ n Bou I DATE X OF PARKING AND DRAINAGE PLAN. NOTE:The approved site development plan shrzll be vali o \ 0+ 3�++ 4 1�° 15 e a perind of ihrce(3)years from the date cfar�r- as per tree tre code snt;On ln0-255. i p 44 L.I.R.R. 6�0o a, (''�'� x PARKING N tree t'`w./1 E , �`d'• VJOOOED x F1.95 E a' 0• 1 P E 11 , \40000 M N 15 PSE A3 g ROUTE HALF OF RppF PUBLICp5 DRAINAGE TO LP %E PARKING OF WOO ROUTE OTHER DRAINAGEOP `� 1t ee EDOE TO LP 82E P�O�P`2��PPS 3A E\OGRES SHOWER f3 J� ��L�G� G �J� \ W pE�PP.) �• ��j 16 Q s \ G / P O P \ E qO.3 SHAMPOO FLS �5 �'. W FEN N / �\G EL CUSTOMER STATION (2) �� a #3 SEATING (S) N n IS'-O.. q.0° _ 5 L,P• 6 �P � -� „ FOLLOW DRAINAGE DETAIL 02 0 ROUTE Cy(rY 15 BUT CONNECT TO L.P. #2 ROOF 4' Z IJ`jG• W TRE •a,_ 3 6 FOLLOW PART OF DETAIL FOR - 13 �E TO LP #5 RAINASEEL' 9 N \� � 1 r' v� RP � p,GE -�- / Gj �� O Y W -� GRAVEL SURFACE. V y �� L 1^ P gE FR Ci Q O GP ORsP 9+ O �', EXISTING IOVERAGIEE PROPOSED OERAGETE M PC7 LON ��OD pG� m W FR. RKING N11P�) 6 �pPR � 5 2001 P� 0P' \R9� 1 5\' O U PP E51DE S6 HAIR DRYERS Z U s o (R R --- + 1 , •W- LOTAREA 29,141 S.F. LOT AREA 29,141 S.F. N 8 (2) g\9 �.P• # � 28 xs g Q J LOP �EALLOWABLE ALLOWABLE ER ell Q W GR E P '+, •' :' COVERAGE COVERAGE 0 P1 w S G PPG ROUTE \ F (� 11,656.4 S.F. 11,856.45.F. O (r+ TER q�Jy �.A' W > '(114 SP F 1G1 rna,- .:a . ME b0 5 Ex15 KING N11P ) rn RO AINAGE 0 / P .:»e>:,.,-.__ �1w F wF9 EXISTING LOT PROPOSED LOT 1 F 1637 S.F. 1977 S.F. O KWPy ny o TE pPTN FZ Oa �2� P (RESIvE� ° LP#2 \ N \J50 LAG = e a COVERAGE COVERAGE OE GRE rQ� RP g (` ALLOWABLE ALLOWABLE N/A G ` a n LANDSCAPED N/A LANDSCAPED CONORGNT 10 GO 42.3 INC GON 8"p 1REE o � ' Exj511NG O 219 058221 FLG\ LA AR ASPED N/A ALAND EASPED N/A o EX15�•E gR00 E�• 1 3 � � 33 !� °�t�-r�a;;L WPTER 10 6 �,,o" 0 66 . o 1 PARKING CALCULATIONS + O PPE v q°N q'o °' c01 No PR SEE DRAINAGE DETAIL#2 FOR DESCRIPTION 1 # OF STATIONS N c^ SH ON POINT OF CONNECTION AT 4 04/02/07 JT Revised Drainage Calculations and added Leaching/ 5 SEE DRAINAGE Cs oMM Y HAIR SALON 2 detention pool schedule and details E DETAIL#3 s- G WP GRAVEL AND ASPHALT. z o VP pRI�E 55 Pursuant to Section 280-78(A) of the Southold Town Code, a 3 03/10/07 Jr nPorsnaton(dimensionalldate)to the dsite plan ifipnal \1� 4 PGCE beauty parlor requires 2.5 parking spaces per service chair. 2 12120/06 JT Added Drainage Calculations C7 m ? As can be seen from the proposed site-plan, two (2) service -\ > 1 12/12/06 J7 Added supporting documentationy m O stations are being proposed. Revisions Date Initials Comments 6'WIDE STRIP Y P C�Ac O ACCESS AISLE 11NG IVEWP Vv �J1 • �G� - EXIS DR GE•8�•. �?�- t,P• 1 P S6� N + Therefore, five (5) parking spaces are required. However, Southold Town Planning lanning Board Approval seven (7) are being proposed,NPLfor However given the proximity of the public parking area to this LaPanaehe Hair SaIon40.0 property, the proposed parking and associated drainage will G �� 1Gr 1 G Vy be land banked. CONCRETE TRENCH DRAIN °- PRO EDRF M g�D = WITH METAL GRATED COVER NDICAP PARKING O IF P1 SCTM # : 1000-60-2-7. 1 SEE DETAIL#1 T OF �p,1' N / RG ZONING DISTRICT: HAMLET BUSINESS p XTEN TE E�. SPACE ASPHALT WITH MG PROPOSED HAIR SALON C �pMD ERTY NON-SLIP SURFACE CO PROP 2J / COVERAGE CALCULATIONS DESCRIPTION S0. FT asasAeww„e UnRm Cuv.•,eycr, NYli9ar1124 J / HAIR SALON 363 PI:MIJ.t44U36 rar'n+. .r.A4':K: TOTAL 1,637 S.F. (BUILDING + IMPERVIOUS ErnaErihtPSaopt v4nene+ websw� "•.•w.rihl.Kcmm RSURFACES EXISTING 1st FLOOR �,ndP,�°�oscDnc°` �j y ' PROPOSED TOTAL ) 400 '� �C COVERAGE 1,977 S.F. (BUILDING + IMPERVIOUS RESIDENTIAL SPACE 970 Project: klamode_CSic Approved ay' rlh Sheet No: (]0 SURFACES + HANDICAP) BATH 67 Designed By. Data: 10/18/06 c� MAIN Jy TOTAL 1 ,40o rIhLPSinc rIhLPS-410 Drawn By. t Scale: 1"= 10'-0" 1 LEACHING / DETENTION POOL SCHEDULE LEACHING TRENCH TRENCH STANDARD LENGTH, POOL DESIGNATION AREA SERVED SIZE 2DRAIN DRAIN e'r TRENCH FRAME COVER COVER LP #1 HANDICAP PARKING 4' DIA X 6' DEEP t 1/2" TO (COMMERCIAL RATED WITH ASPHALT DRIVE 2 TRAFFIC BEARING TOP) FLOW LP #2 EXISTING GRAVEL PARKING 6' DIA X 4' DEEP PROPOSED GRAVEL PARKING I� T� �T PROPOSED GRAVEL ACCESS 1m1L+Tri!' m 6 DRAINPIPE 6" THICK CONCRETE TRENCH CARPORT ROOF DRAINAGE TO L.P. # 1 1/2 MAIN BLDG, ROOF DRAINAGE LONGITUDINAL SECTION GR055 SECTION LP #3 1/2 MAIN BLDG. ROOF DRAINAGE 4' DIA X N DEEP CONCRETE TRENCH DRAIN WITH GRATED COVER AT FOOT OF DRIVEWAY GRAVEL FILL DETAIL # 1 /1L ..IV✓ I L./LI I I I I I V I LI\I ' ll I �./VIYIYL�./ I IVIY OF DRAINAGE PIPING AT SLOPE OF NO DEPTH OF ASPHALT SCALE: N.T.S. LESS THAN .030'/FT. EXISTING AND BASE LAWN FINISH GRADE z SUBGRADE — SUBGRADE DIA. PER TABLE DRAINPIPE ATED 12" 00 GEOTEXTILE FABRIC 01 CONCRETE SLAB SLOPED TO MIN. TOP L.P. #1 00 0 0 0 DETAIL # 3 000 a 0 00 0 o W W EXISTING SCALE: N.T.S. EXISTING o0 SOIL D D p m 0 = = 0 SOIL 0 = = > I<— DEPTH AS DETERMINED 0 = = rl 1= Qr BY SLOPE 0 =1 ILI 0 IL GRAVEL SURFACE COURSE Lu 0 11 EXISTING CONTOURED TO SLOPE ASPHALT SUBGRADE z SUBGRADE BACKFILL TO WIDTH AND II GEOTEXTILE FABRIC DEPTH OF 3 FEET WITH EXISTING 6 PERFORATED 12 GLEAN SAND AND GRAVEL SOIL DRAINPIPE MIN LEACHING/DETENTION POOL INSTALLATION L.P. #2 EXISTING/PROPOSED GRAVEL ACCESS AND DETAIL # 4 PARKING AT EXISTING DRIVEWAY SCALE: N.T.S. DETAIL # 2 SCALE: N.T.S. APi)kOVED BY PLANNING BOARD TOWN OF SOUTHOLD Y -. ZE OF W DATE 'g Q\ ^ffR yO lf. z " W 2 Op o5H22� mac' F 9pSSIONP' Revisions Date Initials I Comments Southold Town Planning Board Approval for DRAINAGE DETAILS La Panache Hair Salon SCTM # : 1000-60-2-7. 1 2595ACuw Wne UniL#7 CuWwgue,NY 11937 1124 rl'hil./39.9f1ih Faxl hi'.l i4 J in Cmal.rlhLPSdontuntlne.net Website.w^.^N,rIhLPS,com Lind Y,ann'nc ScMccs Prolett: klamorte_CSP Approved By: rlh Sheet No: Designed By. rIhLPS1nc Date: 03/24/07 rlhLPS-310 Drawn By. 1t Scale: 1"= 10'-0"