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Home My WebLink About47155-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47155 Date: 11/29/2021 Permission is hereby granted to: Kalich, Richard 605S Way Mattituck, NY 11952 To: Construct new 7x7 gunite spa at existing single family dwelling as applied for. At premises located at: 4660 Blue Horizon Bluffs, Peconic SCTM #473889 Sec/Block/Lot# 74.-1-35.52 Pursuant to application dated 11/12/2021 and approved by the Building Inspector. To expire on 5/31/2023. Fees: SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector ❑ v Z n v z v - Z m -o Z Qo p m D o _. m Q � v m Q Q, S 's ar C v -d 70 m r O Z N O O i/f O O O G 't a z rr r+ ro n — 3 Z 0 — 3 0 — 3 Z — iD re 3 . , woli 3 M 3' ru ro 3' rD G1 rD 3' �' CD Z fD (D "� 010 Z rt m ry _ *k :k C— Z H r! m ra a p + Q � o a O 3 O Q Q � O Q �m " O s n fD Z N m (D N to N •17 CD N 7 CL m m O v, — m sn y v+ i Ln � C A a rD rD N LA W C O W Q d o 8, n CD y m Z _ ❑ 1 O c�0 C;l O O � z 0) 4, dm's Z O rfl o 6 3 mt o Q Cz O D CJI Q r t7 N R c 1pd O CD C 0 O p N CD CC> E 0c z p H CD 0o ❑ o m 3 :1 `. D z > CD CD O v s �, Elo v� y m d 0 x o rD O N c n O a* �Cf Z Q p .� S 3 � � W W rt G 04 O m ro r* v C/1 O ,� W c -0 N to a =s' Z 0 0 CU El < 0 �. d � Z Z O 3 O ro-0a °; O (F 3 CC7 � C7 o m rD X o w N v Cfl o_} i d Ul ro o. 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(DD Z m m a m m m ar _ Z O y f9 O O '� O F N m v 2 rt 7 V4 N O r:+ (D 0) O 0O Q !7 7 O Si O ° O < rD( Q) A � m e p 7 MCL Ort n (D O rtD O0 K M- a fa `^ .Or c O (-D (D m M„ o 0 O O Q v� (D O y, �,' .00N�. c c vCi Q p S n Q �/ � n d ? ro < O (D C7 M Q p0 n < o c o ❑ < a (D lD S rt rt n (D F n O (D O s2 -N rD O (D a _ z ro ro d 'Av "a O O n m °� o, obi 1 rD O (D Ci Qy Q OJ m m r�r ((D 3 rr Q cn v o C m z n� C. -sVt o �+ a - Q /X� O rt C 000 O m V O cn CDZ a rn p �Cr -4 ` S m 0 m rt O C O m ro 171 O ® Q Cf 1. o I" O rami (n n' Q rt (D O .a C7 Q O S N (D ry c 0 c , O fl1 rn v W rt c m o 2 O > O- CL e r+ p b _S r3+ y `D N rt p_ 0 '.. j m N -� = :K5-.�A 447/S3`_ KALICH RESIDENCE 4660 Blue Horizon Bluffs Peconic, New York �o 0 WELL N/O/F ' BRENNAN ALBANO WELL IMPROVED Marshall poetzel LANDSCAPE ARCHITECTURE ADJACENT SHED 5175 Route 48 PROPOSED IA SEPTIC SYSTEM+ATL �Q ^ tial J NEW WELL+ WALKWAY SYSTEM ABSORPTION TRENCHES I Mattituck,NY 11952 �� / WATER LINE PROPOSED 4'H.GATE+ WITH EXPANSION TRENCHES �G Ljju _ (REFER TO SANITARY PLAN BY S.L. �O WATER WALL+PATIO OUTDOOR FENCE TO BE NYS POOL EXISTING t� 7op. — — _ _ LINE SHOWER CODE COMPLIANT LAMP POST MARESCA ASSOCIATES) y phone: (631)209-2410 �P TO - / _ 3^� szl M fax: (631) 315-5000 / / w `- M _-w_ M _ _ EXISTING TREE email: mail@mplastudio.com / c�;eq_%,G /' - ,-- -- - - - --w- - --- -- % TO REMAIN P.) �-fJ w- " ro�— -- — — -- -_ z_ S� ,J�� oC - - - - - - - - � - -- - -- - - ., ---------- ---------- 0 PORCH I `" N 4 � F Z/PATIO"� PORCH WINDOW WELL ARCHITECT: / � _ --- - _ - __�J� ;- PROPOSED TEST PROPOSED 11'x 75'Pool CABANA _- - — — — — — - � ° 528 South Harbor Rd O HOLE COPING ELEV:30.34' 0116RADE SFE:30.6' STORAGE 1 _ _ �L2�I / GARAGE C — — — _ Southold, New York 11971 I g� RAISED TERRACE RESIDENCE (SEE DETAIL 2+5) PATI FFE:27.0' — ---- _ — — — j' �o/ pq FFE:38.25' FFE:25.0' — ( Office: (631)806-2537 Q ( I ENGINEER: / w VO CO �i � � '� ---J ! © S.L. Maresca Associates Consulting Engineers GRAVEL DRIVEWAY�, ' / � 188-04 W. Montauk Highway PROPOSED Hampton Bays, New York 11946�82r 711 77i �titi` / v / PROPOSED 4'H.GATE+FENCE TO BE Z PROPOSED 4'W.X V D.SPA BACKWASH DRYWELL Z PROPOSED V X 11'SPA SURVEYOR: NYS POOL CODE COMPLIANT o PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL o COPING ELEV:30.34' Twin Forks Land Surveying \ EXISTING ELECTRICAL PROPOSED 7'X 7'SPA EQUIPMENT LOCATED IN BASEMENT OF'RESIDENCE' 9 (SEE DETAIL 2+4) 188 W Montauk Hwy E3 / TRANSFORMER+BOX SURROUNDED BY RAISED (SEE DETAIL 1) PROPOSED 8'W.X 8'D.POOL +SPA BACKWASH DRYWELL Hampton Bays, NY 11946 / TERRACE CONNECTED TO PIPED WITH 4"SDR 35 DRAIN PIPE TO POOL+SPA EQUIPMENT EXISTING UTILITY POLE+ PRINCIPAL STRUCTURE N/�� LOCATED IN CRAWL SPACE OF'POOL HOUSE' I Office: (631) 369-8312 OVERHEAD WIRE(TYP.) COPING ELEV:38.0' CHARLOTTE (SEE DETAIL 1) / (SEE DETAIL 2+3) DICKERSON IMPROVED EXISTING 1" h ELECTRIC METER WELL — — — - E C _ _ - - - TC---- - - ------- — - - - TEST HOLE NO SCALE TEST HOLE PERFORMED BY SITE DATA: PRECAST CONCRETE SOIL MECHANICS DRILLING CORP. DOME EL.±36.0 0.0 04.02'21 SCTM# 1000-74-01 -35.52 RCA Lot Area: 62,472 SF (or 1.434 acres) SDR 35 PVC GRAY W/BRN.SILTY INLET PIPE SAND,TR GRAVEL, SEE PLAN FOR GRADE CONCRETE PIPE SIZE TOP OF DRYWELL (SM)(FILL)(7) 1.01 2-0 (SEE PLAN FOR MAX 6"X 6"TILE FACING SDR 35 PVC ELEVATION) BACKFILL 3'-0"MINIMUM BRN.SILTY FINE SAND OVERFLOW PIPE ❑ ❑ ❑ AROUND DRYWELL WITH #4 STEEL REINFOFCED WATER LINE (SM)(6) SEE PLAN FOR 1„ i„ 3'-0"MIN 3 0"MIN 2.0' PIPE SIZE ❑ ❑ 1 a -1 P MEDIUM COARSE ;0 3" BRN.FINE SAND,TR. NOTES: SAND/GRAVEL DEPTH <5'-0" >5'-0" •e RAISED TERRACE RAISED TERRACE 11 ❑ ❑ ❑ 11 a ATTACHED TO HOUSE WATER LINE ATTACHED TO HOUSE TO LITTLE SILT HORIZ. 10o.c. 19b.c. � ❑ ❑ ❑ � PRECAST CONCRETE •. ', •• , ' (SP-SM)(6) 1. Existingconditions based on survey STORM DRAIN RING ' ---------------------- -------- --------- VERT. 10"o.c. Yo.c. ' ° GRADE --- ---- ° 2.5 prepared by Twin Forks Land Surveying SEE PLAN FOR DEPTH --- p ° BRN.FINE SAND, ❑ ❑ ❑ ❑ J _j GLASS RAIL TR. SILT dated March 19,2018. NOTES: FLOOR 10"o.c. EACH WAY Q Q o T-0" TO CODE N ❑ ❑ 0 v ) a 2. This drawing is for the purpose of 4k - F .,o- SEE TYPICAL GJNITE WINDOW WELL TO RESIDENCE ❑ ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. Uj ` (SP)(3b) obtaining permits only. NOT FOR I El (3J#4 BARS CONT. w o b POOL WALL SECTION BASEMENT FLOOR 4.0' DETAIL+STEEL ° ° CONSTRUCTION. ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE BOND BEAM ALL : 4: AROUND TIES 10"o.c. SCHEDULE 4 LT.BRN.SAND, 3. Unauthorized alteration of this plan is a TR. GRAVEL,SILT 2'-0"MINIMUM ABOVE GROUND WATER #4 BARS a ° violation Of NYS Education Law. MIN SEE PLAN FOR WIDTH PNEUMATICALLY a MARBLE DUST FINISH ° a a (SP)(3b) 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) APPLIED CONCRETE 8_0' GROUND WATER LINE RADIUS VARIES 6"TO 24" AN/LT.BRN.M-F SAND, NON-RATEABLE SOIL THICKNESS OF WALL ! °a TR.GRAVEL,SILT, 6'-0" DRYWELL TO BE INSTALLED AS PER STATE AND VARIES CTO 9'MIN. ON SHALLOW END a4 COARSE SAND MIN LOCAL CODES a 2Y AND UP ON DEEP END ° . a a a (SP)(3b) REVISIONS ° a 11.0' DATE DESCRIPTION E. a ° BRN.SANDY CLAYEY CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL SILT,TR.GRAVEL COARSE FILL .• .,�. PREPARE SUBGRADE AS REQUIRED (ML)(5b) 13.0' BRN.SILTY F-M SAND W/FINE SAND, 04ECAST CONCRETE DRYWELL ,2 TYPICAL GUNITE POOL SPA WALL SECTION ale f 3 T x 7'SPA PROFILE WITHIN PRINCIPAL STRUCTURE ELEVATED TERRACE LITTLE SILT PERCHED (SM)(3b) 18.0' Section Not to Scale Section Not to ScSection Scale:1/2"=1BRN.F-M SAND, EL. 17.2' LITTLE SILT (SP-SM)(3b) 23.0' BRN.FINE SAND,TR. GRAVEL,LITTLE SILT S e a I (SP-SM)(3b) 250, ANDSCAP� �O K r/p HiQ C� COVER BOX FOR LEGEND w ' _q AUTOMATIC COVER 0� � Q- 71 O PATIO WATER LINE PATIO PATIO WATER LINE PATIO - PROPERTY LINE 002 Tqr�OF NE�1`i --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ° V-6"X 6-9' o EXISTING TREE TO REMAIN TITLE: d SWIM OUT BENCH SHALLOW END 5'-0" tO SEE TYPICAL GUNITE ° M POOL WALL SECTION DETAIL+STEEL SCHEDULE �O DEEP END d ° ° (51 EXISTING CONTOUR POOL + S P A in ° SEE TYPICAL GUNITE ° a POOL WALL SECTION PREPARE SUBGRADE ¢ EXISTING WELL PERMIT DETAIL+STEEL AS REQUIRED an a SCHEDULE _ ° EXISTING UTILITY POLE+ SITE PLAN OVERHEAD WIRE(TYP.) d Q .° Qd PREPARE SUBGRADE 25'-0" 15'-0" 35'-0" w WATER LINE AS REQUIRED 75'-0" 15 30 PROPOSED DRYWELL 4 5'x 11'.SPA PROFILE ADJACENT TO POOL CABANA 5 11'x 75' POOL PROFILE Section Scale:1/2"=1'-0" Section Scale:1/4"=1'-0" TEST HOLE Scale: 1"=30'-0" ti DRAWN BY: A"FOX CHECKED BY: p J.PAEfZEL,RLA 1 DATE:2021.11.09 REVISED: SHEET 1 OF 1