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BOTH-000103-2016 Castaway Marina
DRAWING NOTES! 1. SURVEY INFORMATION IS BASED ON A SURVEY DRAWING f lands now or `ormerly of TIf LED,„SITE SURVEY OF LANDS OF J&D MARINA,LLC"BY fl GGV, L.LC DAVID F. BARRASS LAND SURVEYOR,DATED 12-10-09, split rail fence 2. TAX MAP REFERENCE:TOWN OF QUEENSBURY,279.-1 b3 O , /n � r< .. --landscape timbers l/ SEE DWG. C`,G FOR r (! utility pale �' -'s - --7"�•y-r::_-. GENERAL NOTES. OUEENSBURY ZONING 1. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED AS �' 9«Y r `"`' + i & PLANNING BOAI� D SOON AS IS POSSIBLE TO PREVENT EROSION.TEMPORARY RAPID ' `utility pole rr <'� tr_ r I '\ tt \\ \ \ ° RESOLUTIONS. GROWTH COVER CROPS,SUCH AS ANNUAL RYE GRASS MAY BE I':f d it ` r \� \\ \\ �` I USED FOR TEMPORARY SURFACE STABILIZATION. �`` �r t \\\I\`. 1tt }' tt `ShiU1P& / tS I �'• ` ra r rr i t \�'^ sr \ \ `t lands now or formerly of 2. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK r l Cl t \ _R _ 2 \ \ . ,aan pipe found GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS " tr r t signI r g2 ? t tt t \ `} ! Robert L. Edwards EMPIRE STATE CHAPTER SOIL ANDutilityr t � r r Q PUBLISHED BY THEE E CH HE C1 pare r / Q ( �''} tfl9'trirZh WATER CONSERVATION SOCIETY. concrete monument J } / z , ?¢ i t t found / \ r r ft3 boulders I ( i �\ \. t l r underground ` / grovel 3. ALL CONSTRUCTION DEBRIS SHALL BE PLACED IN APPROVED r r ��::•�'• }\ / fr / Q r electric 1 , - --__ •. \.� ` < a r WASTE CONTAINER ON SITE AND SHALL BE REMOVED AS SOON AS POSSIBLE. ff I �7ry r FF conc. J f I ILGanG. pier u j �t FF 426.E woad `� \�jr ���,�` \ �ti �`'��\E�\ \ g Cam? sfQ(7 4. PRIOR TO INSIALLING NEW SEPTIC SYSTEM; EXISTING SEPTIC TANK ( ( Z` )I 431'. frame r conc. slab ��`•���\�\\ \ SHALL BE PUMPED OUT. CHASE ENGINEERING TO DETERMINE IF � fry /.;u,lding � \ - _ � \\\` ~ I EXISTING TANK IS SUITABLE FOR RE-USE. IF TANK IS NOT SUITABLE sign . I < pared parkin / \ -_��^ `Q` t ;' ' \\` I ubs t r i �. \ �\\\� \ �� �\ FOR Rf-USE, IT SHALL BE REMOVED AND DISPOSED 4F LEGALLY -' r / ca..,,re e r ,f' , •���. �\\ \ t < r OFF SITE OR FILLED WITH SAND AND ABANDONED. ` t canc._pter black r top soil pile \� �� \\i t}1`ttlkl ft roof -r �' t \��` .��\�^ \t�;\tt}tt\tt\ - �4 t 5. EXISTING DRIVEWAY TO BE MAINTAINED IN ACCORDANCE WITH �J" Q, Q,CF - F g ' i <- r} •���`�\+}�t\t N t\\t\`\�\�itt t `0 •"`-r. ! �� 4 l r 3t.eJ i CI AFL/urit� /�' r `� I } `�,. ,ran pipe found THE NYSDEC TYPICAL STABILIZED CONSTRUCTION ENTRANCE •j ,� / rail oulders` BENCHMARK^ ` APPRQX. LOC. i \\\\\\\\\\\`\\\tttttil 64,Q4, -- _ .,, DETAIL `` Q utility poles �} fence SOUTHWEST CORNER' � r r \ t \\\\\\\\\�,tttttttttt f O\ ( / shed OF EXIST.SEPTI . t �\ } } \\ \\\ \ tt } tt\ I _V \ f J }2" r � o CONCRETE SLAB shrubs ,'rooF J� t ! t \\\\\\\\ltt"ttttt°ttt1tt `�s' ( 0 , ELEVAT€QN 41.7Q' r.__ / r� SYSTEM r } \\\\\\ttttttttkttt tt ` l _ _ r \,tt,t;;t,,,ttt t PAR-KING DESIGN NOTES. ` c .�._ - --- ;,it1111ttt;ttl,tttl;Itt d d , i i ✓ / \ \ PARKING SPACE REQUIREMENT SMALL OFFICE I SPACE/300 SQ.FT nds now or formed Of o rr , It t\\\\\t�tti\\\ttt t I 1 y trp 8' maple J< r t f I�}tr1t11 Ilwit , FLOOR AREA 1,505 SQ. FT. �� Cynthia Lynn Scherer r< -- -- - --- -- -' , rr I irl`f�rrt�{I}St�Iill�It d NUMBER OF PARKING SPACES REQUIRED 5 SPACES l � r r`` - ! �` "`__ � --`- ' rt, ill lllili;ll } i fIIElYtI tIItII}Ili III / ! j rat graVL'. „ . - - _.....- i tI tot I[}I ! iti woods i I NUMBER OF PARKING SPACES PROVIDED 5 SPACES } '� fen e drive f •.�'- <--`- t raven r e t ItttIIItII}11011 Il I h // td=I I tank T- _t ��-_ d tV. - - - --\\ E �ttttl1i11Ilki;N INitllll STV If lTfsl! DESIGN N�.fTES. I / f ,.,..w.- -.t ��4 ` -- I N r I It4StItllittlttltlt�It}i, { , C. \ , --.,,w FSEE ENLARG7 I Itiiltl4t'ItII , EXISTING NON-PERMEABLE AREA 24,134 SO.FT. t rl co r / ! �+ rr It i IIIlltisttllll Iiii(i�i I 12" ma � � ' I � ► PLANS BELOW J t I I t I I tl,ttll,Ii'irilt t� � l t PROPOSED NON-PERMEABLE AREA 26,033 SQ.FT. , / p EF o� d I s ti t I I i t r rl}I!I€II tI i ' 1 F' ' t t "'+ S I I I r ! 1 Irl(ilf(IIf{Iir if o� INCREASE IN NON-PERMEABLE AREA 1,899 SQ. FT. \ rx 4.�4.. ,� concrete monument I it r ! *`� ,,.,,�r'`~.``� ` r I f I t I r rlrllllSt(It(IIi i DESIGN STORMWATER RUNOFF VOLUME 1.5 GAL./SQ.FT, t' tl �,, t _� _t ` t r ± ( r ( I I I I i(!IIlI o 1 found Q 2x 8bl dwood / �► 4 I �� r l t t t ( ( 1I{}Lill 11i1I! r INFILTRATION BASIN VOLUME REQUIRED 2849 GALLONS (381 CUBIC FT.) a � � t 426.42` " - � � ��t r r l l r ( r I III rt tt 1 t . a ,. �.. -•. t i �� l r l r r r ( j '(Irllllilrrrj(r 6.843E ACRES d INFILTRATION BASIN VOLUME PROVIDED 3120 GALLONS (417 CUBIC FT.) � shru � � tttt r � � k � -_ l / / /r// / r/r �tril�r!(tNjtrr+ r? ESTIMATED RETENTION TIME 3.2 HOURS �3Y ' maple d house t r t r , , , rr t r t .,tt � %� a p_ f ---,� 't -_.._ r r rr r / rrOi(rr(itl(r11 it ('� �` � dt rp ttt ��-�._. _.. O O__ _ 1 r r r r l r r t 1€Ntr rrr L.l I� ..N N T J. sir, nedg � ' Itv�> -'� _`��� -�� �'r/irrritjtr+lr f ES G../ O E ------------- WASTEWATER _ _ t -•' rrr /trrrrrrirrr Brij ale overhead Joes AC o ---- AR A 50 -------------- utility we rl __ -- t at \s ��f"r , FLOOR E 1',50 SF P - - / ----- f r r rr r it rrrri DESIGN FLOW RATE NYSDEC OFFICE USE 0.1 GPD/SF r 1 Q race { } catch basin DESIGN FLOW 151 GPD C wer SEPTIC TANK CAPACITY REQUIRED(NYSDEC) 227 GAL. driveI Mo; =� 36 I ,I��`,�. graver � Copped �.._ " ��.�`..`,_. ,•,,r/'�,��``',l� ,L•...�'! - ----- -- SEPTIC TANK CAPACITY PROVIDED I,000 GAL. + __ iron pipe ^` -- -+ y► I - - ' i ,ri i rrrr r it rr r PERCOLATION RATE 20 MIN./INCH INV a'z& -- -_ r' pq,r r - -------------------- DESIGN -- Iound z8 DESIGN APPLICATION RATE 0.7 GPD/SF 1 / - y od< '` _ _ ABSORPTION TRENCH LENGTH REQUIRED (NYSDOH) I.08 FT. under ra`�t# t -••` ttl: _ - -; - _ ----- _ %•%�„ i r< ► ti. `. \ .o I - ABSORPTION TRENCH LENGTH PROVIDED 10 FI. telephone marker "�'�j 4j �. \. I !! r^' � '-•CJ �('. 426 �" \ f / 418 7l I I I '"'' j, Y DEEP HOLE & PERCOLATION TES - RESULTS. ^- --- - ---------- -- 9a' \ D _ O e( drry �• \ ;�- L ` _ r - - DEEP HOLE#I 0 TO 54"-SANDY LOAM FILL >` ~_- ° - ---- -- - "' e O GROUNDWATER ENCOUNTERED ! ` rt t\_ ``.`„r•„--,mot-iron a faun' _�--___� _-- - -=_.'.'"•.' . N ROU C grays' ~ - -- ---_--_`---- _ lands now or formerly. of lam-_ @I drry ^�. \ * ` ���w� ii: / � NO BEDROCK ENCOUNTERED e ,I NO ROOT PENETRATION / \--- cD I Jack E. & Cynthia B. Perry lands now or formerly of �- - --(, - - `\ a r�� \`\ Qp \\ rl� PERC.TEST#1 STAB. PERCOLATION RATE= 18 MIN./INCH DEPTH -T�4`BEL04 :�RADL - AB. PERCOLATION RATE=20 MIN./INCH - PERC.TEST#2 STAB. , DEPTH =±24" BELOW GRADE --- d r NOTE: EXCAVATIONS FOR DEEP HOLE AND PERC.TESTS WERE l WITNESSED BY LONNY CHASE, P.E. ON 12/14/09, PERCOLATION TESTS WERE PERFORMED BY LONNY CHASE, P.E.ON 12/14/09. d shrubs `\� O V ERA LL SITE PLAN lands now or formerly of SEE GENERAL 12" hickory `�_ NOTE#5 / �``-� Deborah Pratt 0 REMOVE EXIST.- 7 al GARAGE r� ll ` �, iron pipe found REMOVE EXIST. CONC. O '� N NEW ADDITION = ? rp 8' maple I RAMP r _ REMOVE EXIST. --------- NK EXIST. CURB CUT, `L A- ENLARGED GRAVEL'S - --- / r' ENLARGED GRAVE' - r CONCRETE DRIVE r it v -- _ --- - - --- f nce r' e DRIVEWAY NEW PAVED r r o•c d r ` DRIVEWAY _ ; LEGEND: AND GRAVEL t `Ff once cr _ / Ev{$tOPI$ gravel driveway �_ t�_ .' _ NEW PAVED NO. DATE DESCRIPTION +~ PARKING AREA Src"e' driveway HANDICAPPED PARKING SIGN A 12/15/09 ISSUED FOR APPROVAL .AREA TO BE --.� PARKING AREA _ -` �_ V 1 _ � NEW LAVE , � � _ t REMOVED - - - ' NE``X t �`_`-TRENCH `�. !*_ 1N ACCORDANCE WITH TOWN B 2/17110 ISSUED FOR REVIEW rr PRE-CAST -- --- G R A S I '��_ ,�' _ '_ <,\ -- OF QUEENSBURY REQUIREMENTS c 4/0511C} ISSUED FOR FINAL SITE ANDZONnNG r Cr 0 CONCRETE I ® �r - 25 X 25 X 12 DEEP o c t tr S�3 WHEEL STOPS car -43c-- D 4/13/10 REVISED BUILDING LAYOUT '�� �� �\,. INFILTRATION BASIN j 1�/' _ A \ NEW` �� o ,' '_,` PROVIDE CRUSHED O UTILITY POLE = 1112I10 ssLaED FOR BUILDING PERMIT LijI 3T 1 O EMOVE l r NEW 51GN TQ ,GRAB �� �� i i .'� STONE SPILLWAY"W o r YW • • i / EXISTING 60 WATT INCANDESCENT r] t _3 N PATIO 10 f _,. 3 G50 SO. FT. ! i i a� ( 1 d �' �� INVERT EL.428.8 FT. LIGHT TO REMAIN 1� 31 SUET TENANT Q 'S ► ti � i �S / ? 12' ma le /' p � � ... 1✓12" n+ac�+434.15' / ► t / I 30 NEW BLACK ALUMINUM, HIGH PRESSURE UnLh n ./ / REMOVE EXIST. r 1EW EAVE TRENC- I r t �' t ti d t l O I t t4� ,__ SODIUM, DOWNCAST, WALL MOUNTED CONC.WALK& - !YP. , SEE DETAIL 1 434,E d t e �q , 28.6Ubass STAIRS O N r f t / / .__`Q .1 ` �` LIGHT (1.0 HORIZONTAL ILLUMINANCE) hh m (_ Z 8 hardwood d J/ 1 433.E 1 d 1 ?�~ - 428.6 � \� (}' . „ ll FF / j PROPOSED jt ordwood l/I � L*�¢` � - 3.5 `� t t \ �` ® NEW HIGH PRESSURE SODIUM, RECESSED 1 lE� [JrA w 426,42 ``,. + LANDSCAPING - r3 5 I '� ( .��`4 � ```� r 426.42 v. .�__ _ _ CEILING LIGHT BELOW PORCH ROOF �.,� ,,� ,� �� BOULDERS I r r.- �__ _ I `tea � � �--PROPOSED �.. I rrr �'--- t\.t 431-.1 LANDSCAPING 3p r -J .` ! + i d tt ; -' -�+�� / I / BOULDERS © NEW 10 FT.TALL, BLACK ALUMINUM, HIGH house `� ��� [� RELOCATE /' tt f 8 �� I. ____ �1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS la" maple ` fl _ cu�e I r/r - \ ' \ J PRESSURE SODIUM, POLE LANTERN �` 2 55 LG. ABSORPTION EXIST. SHRUK, house /r t �\ ( � � / .� - o --_ r� .-_-� � (1.0 HORIZONTAL ILLUMINANCE) pacut,n>%NTISAVIc�LaTIONOF SECT.72ussuB[�1VIsly NEW BILC0 NEW 1 000 © TRENCHES W/4"O PIPE T • - i ll tit 't (� -�- 428. 1 r { ,O AVOIC •--w I n t __---- 2 OF THE NEW YORK STATE EDUCATION LAW r l DOOR `.� EAVETREI:C_ i In jNEW EAVEI;'tt 4�� ---- 4 O h GAL.CONC. _ � - „�_; . -1 I, d t , I \ \ - 28P-_ �,. F � � NEW 18" EVERLOW JAPANESE YEW easy REMOVE EXIST, . --_ -- FT] �' - t� Ir 'TRENCH \ x - SEPTIC TANK - ----- ll► - _ .- ROOF t ____- `�� r- � 1` NEW BLUE SPRUCE 2.5- - - ,�.._ - - � �� \\ ,\\\� .;'� _ '3"CAL. Ilea s ACCI I_ T.SEPTIC TANK DTH __ - 1 `� FUTURE - �C�. / 1 ,!r -I ove�C._.. - - la" sa ce fret welt T S u --- -- r u v ,r t----- �l�,ret w�{II i 'L ,\\ ,J,o} r --- -�- i0 BE ABANDONED -- EXPANSION lo' maple - J ,a• `\ � � `yam'°` ,r 'NEYV � PERC.TEST HOLE 1 OR RE-USED,SEE GENERAL NOTE#4 �-(5) OUTLET PT2 - `� ;rr GRASS PT1 I e D-BOX j �� r i ' ' \\ \\\\\ �PT2 PERC.TEST HOLE 2 � `�"=tL� l� V` tr} _ � I r 41; ! i'�.' ��4�8--=���_- 1 - _ PROVIDE 12"RETURN DEEP TEST HOLE 1 _ - _ "�E 100.D 4 r � r� �f� ,�`+��-� - - _-_- DH I 3219 ROUTE 9L,LAKE GEORGE,NY 12845, (518)668 _ �G. � rl ��" ' + 4n"I-- EA. END UP - -..,. _ y. :� _ _ ----- -_ - ----_ --- -- PROPOSED HILL a ' ?5--- _ _ ____ _-_-__ - - _ 430- PR CONTOUR PROJECT: „V fl R. ...,_ v r - -------- \/- n25"'°"� -_ __-- _ - `--- _ - - --- -- J & D MARINA, I_�C _ _ '�... `! ------ -- J' % - _ __ - _ _ _ _ _ _ 430- EXISTING CONTOUR d _ 2 Y ROAD OFFICE CONVERSION .. ` PROPOSED O`. TREE LINE /' �� �3$�' r' ��'f � _ - _ ____ _-__- _ DWG.TIT'E: underground �-- ___ w o j2 telephone marker .,,�` ce cr-vsr `\ t `� / o ' ' o �a0' _ ` ' PROPOSED SITE storew -_ , ,t �r U DRAWINGS - _ lz 28 2 ( r _---' - JOB NO Q911U DRAWING NO. n _ DATE: 12-10-44 PROPOSED SITE PLAN PROPOSED GRADING LANDSCAPING & LIGHTING_ PLAN GRAP CHECKED : LHC HIC SCALE 1 } 1 20' 1• _ I inch= 40 It. SHEET:CHECKED BY: 1 OF ' C�' 0 SCALE: AS NOTED a arlr++we"irrow lf.$' DRAWING hLQ s� NAwl+e+owwWl - IRLEG ME WRM OF L.ADJ Ol i A[I NARNA.LLC-ff+ r.LY, LLG , OAVC0 pn*AS LAMP WRVEYOR 0ArM E&14A Ian r { L - .rar rtY M,10 f a InxM.RErs rr la�r.rV&-UMW". o-.,. ram' " raw. + QU ENSB R-Z FOR - _ + QI�EENSEURY 201�111�1G GENERAL NQJELr - -' tf 6 n I. ALL RARE EARTH ARER!lrti.,LL IE}!E[ID1110 +-tfiHED ai { [ "� " , ..fL I �N a x„fARD fi}Or•Al6 PpElgLlid FfE4ENr��ION.IEh+r4FLaRY PAM "�- 5 CROW14 CbrEM CROFT.Facn+'.i Ar+rual RYE Glrxss purer ff, �,d. _} r' I � !�E$0�UTE4N5. iR401dk1e5irCb,RY}y.A.E.iMllfiAr 7. raE CWRACaOR Mr LL COrAPLY wffHTPf hRA'SOK l4 `�-*'` * Icntl■ b&t L- rnrmaay a� . OY4ELNE}F4R LMw lfCtlMAND IMMEM G+kd Wtld 'ra 1 'S*j.': +' ''t'� * .r�M■W r"' Rah■r# L Elwerd■ Pu4El 8rrnEN.Yi�lE3rhIYH IPFI IIIIEI lLAND .tlda awe 54A1El C4ewIrCM SOIL, rwy Ir + •;I _ -. ,M1'y -•1"� s rU-* ;' , I ALL{04LTP=K)H 9llRetiW�llMh.aCF[}HJJ►�4'+� rnixlr vk� P � +4'• L* ` ^r��`�- :�+ ' 57$.7 a WASTE c4rRANEN ON 1' iHMl11 EBJCr.61FA3IOOFI y{ J+ �" Al PC&MLE + '•' 4. MM 90 KP-LLlb*4"SEFnC frynPA E.LTLEO}!t'11tLArrF + me'/� +f +s.s' "Otl 1 ly,,,� * _ 515U El.IMrFE604r.lrMAIEEMCAA 1tmlof�1bpm%f � i7{r �^" we �• `'' ' S r ourYl0 mrum LrrrAILE FOR MFWE.FIANXI ir01 WEAMN `� .OR R&_M.f lrl dF RE#"4g AHD 09MID CF LEG'4Y d!l S144rr lLLL!G wtlH inN6 AHO M+N60NED_ 4 � � pr wow i+r ...W {{//� S. ihnit44 I1RHEFYAY[p mi,A +rAr1E614 mx) AwA Wfh �# ____•' l''+ 4�i1fiRL* `+�' Jy �'- i "a l `~r Q�� 1 gym• r;r. rHE WLCG[ttPCAL ML LLEED gOtfflPrGr�p+ORAN'" r � t5,.gy _ MAL Qx� t * -dam P-' � � sounroa' yM nF6�L � � I '�• L L !1 �r tp Klt iL+b 1 .'+.rr r f 1 PAR ING �ESICrh!NOES: i` r r0-!F■Gf bra IUA+LL OYPL'R rSFA��i704S0Fr �j �• tl■ na. ■r mlrn■rgr FLOOR A9la I,SRS fAi FT. ��' "hie L�rr 9Ch Fly � �• � � � � i � ' rvu`n1■La■+-IRNG#.aGb SSFIAM ' + + '� :� '.tip. 474 r+uM1Ee#PAAiM65FACEL r ' f M " i S RM ATER DESr-7N NOTESi er g E}LSIaR�IraFr►■w1+5N}Alrla. yi.l]i lG A. 1 i r h1 f r ""Gf tPMC-+PEFIMIAMAfti aEA#x70n, ;I,' ,r +rr I i�L' SML � 1r 01,ASMImNONJ*R6pAihELEAgi MI Fr. � I f MUN MPnwAIEP RlnCFF YOWtWL 1:S3&WSM H. sw.e•n--"t d'�*I r ►I FORM CH:&t"Y L_ME FEDUfM MAY eALLCMl rAl1{.UPC FTJ w �, '' a�..+R � �.dM3t ACJPi'S !!f+ MFr:T�1Ar+RE180->4Ii' rEdwdEl} iliEl ilALLOrtl I11FOHXC FTJ4rR- �. I � 'r�,��}f�+ r ls,lw.rFp■E1B+r+}E1ME k.2 HOUF3 r•d. ~ p. -LL WASTEWATER DE51 NQJESI + ._...- _._. - r. .7EE16H FLOM R41E tHYSOEiC❑FFCE UM fL1 OF4rlF soac4 cr. '• `++-- OEbMN rLCw I$k C*n Ef- _ -_ �•r SEM,C,Ar CAPAcHT REO�■IlB MYSLIEG d+'L qm,+•rtin _"��::' + Mpic CAL UMIgN FW O �(4LLAIKW kATtMCAPACJTMVC MMOCR4m i"'r>P CIFW+"PtrATC6M RA4 hSOP61lF r+� '*..r' i�' Y '�4� ' ------- A x , yl ''+ hE20Rf1Ch11RENCM UNGIH RRHMM P;0PbM 1�PL' '~ �'�22�__ AUQRN�CHIRENCHLEN€FIMPPO'.M 11.0L DEEP HOLE I PERCOLATJOHIEST RMLT�: REEF nCcE al Ir 10 SC.SANDTLOAM RL l °j{* a#��•_�__ +Y` i _�- - i �w+A* nao a+ rmm■rIF o2 •. NO C■OrMLri ENCOAJEW rvERID Elffi +~ g•..,y d'ti. r' ._ ` --may a Jock E. 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