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HomeMy WebLinkAbout15150_1_001_179.29-2-7.2_143_JACKSON_PLANS v 0 m C, m 0_ O. m m C) 0 ai CD V_1 O 0. 0 0 3 59-00-08 40-00-08 19-00-00 - - V 0 ro 1s ro 8 cs w m rq , N N O g �l I 0 C 0 C gg 1 I 1 I a 39-00-08 19-00-00 59-00-08 Job Number: 120448 Saratoga Lumber Traders,Inc. Job Name: Doyle Salesman: *Jeff Ostrander 631 Route 67 • Bolting No.46 Site Name: Doyle Ballston Spa-NY•12020 518)885-0141•(518)68S-1041- I _ Iii ,,-- \ \+''. __-:-.'"- --})° \ ' C'4 t'''-' ) (211 z5 ( B 2I _ _ / (� �5o) \\ \ X25 (45 / 1 w c 261 - —i-1 22� ' ( 4) �— / � / � � o ,\ 0 3) (30) X25 -- _______`‘)00 _ 125 / ' (52) \2`' o o ( o 20 69) 7 _I i v ( 2) / ' / 6 4 \01,...._ (73J� — - 15 X53) o \25 • ____ /4. 2 - / , . , �41) /50 130 _ \(D (54) 9.2 _ (75)' / \ ' / -- N \25 O \25 / (� 76) 13. i X66) 55) - s / , . ( ® -8-(_,„--6--S) (6: ( 9.1 O t? --c-) ___.--- -- _---- 1,?.‘ ___--- 1 (f5J !z5 - -, . -_,_.:.. 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Ali 2 Detail 2 - Rear Deck Plan Detail I - Deck Foundation D-1 Scale: 1/4"= 1'-0" 0 2 4 8 D-1 Scale: 1/4"= 1'-0" 0 2 4 8 rill61111.11161111.1=1 %%ill I I Mt/4w sae ESS10/y % ib 44.44.1Q-'• LF,OYASA.).,�... Prepared By Engineering America Company ?t? ''' Ie 7.• 6, April4, 2012 _ ; cc- .1 .,". George Yasenchak, PE ° ~' • * st,. a O % °�,J'•o�D. 0541�0•c°4:Zii ,' reOF N 0 4 ld 1A LOT 68 LOT 69 (MAP REF. NO. 1) (MAP REF. NO. 1) w LANDS NOW OR FORMERLY OF w z RICHARD W.AND ELIZABETH A.ALLEN L-w -Hz 1 BOOK 525 OF DEEDS,PAGE 376 Co -1a N Z it NEW WOVEN WIRE FENCE <0 CHAIN LINK FENCE STABILIZED CONSTRUCTION ENTRANCE DETAIL (MIN. 14 1/2 GAUGE Q Ow N12'00'00"W 65.00' e 10' MAX. C. TO C. WPACING) 6" MESH * 50' MIN. �I PAVEMENT EXISTING I X�A A x A x A x A f x A )--r'''- 4---x X :. X a X X c x c--TA x e- o �X�n X e x n x e�n� +{-�n�4 x n X A Eirillaniptialimmereption. 36" MIN. LENGTH FENCE 6' MIN. POSTS DRIVEN MIN. 16" ,°' ,-,-e-;---;r .-- 1 ��II ®��®i INTO GROUND OLD WIRE ROOF UNE 6 0±05 a FILTER CLOTH PROFILE ( (OPrIONBLj ERM t��ulnlit�®I� ®II�� ®�� HEIGHT OF FILTER FENCE rf - 'i l; ��-""����1 N��5•11 Pr 24.0' I I 50' MIN. �� - ■�II' �t��EXISTIN i..._ P GROUND 4 �IMENNEti �m p i . ��� w w v �O� w w v ! 8" MIN. 7 FLOTS,' • i+ �/ r (MAP REF. NO. 1) Z iwom r PERSPECTIVE VIEW 4 w 11.,v_ Ll f o TWO STORY �j�.,A+. 4.I+ • z m r PROPOSED PROPOSED b GARAGE e•- .."-4. 36" MIN. FENCE POST L.: B o SILT FENCE ca GARAGE N �II � s.�_, �� - WOVEN WIRE FENCE (MIN. 14 W 8 O (SEEDETAIL) 4-'04 z 0 z 1/2 GAUGE W/ MAX. 6" MESH ��` a < c O �,�� m 0. N I z N PLAN VIEW 11,.. 1=MSPACING) 20" MIN. `'-� - 1-u WITH FILTER CLOTH 2s FT. eu�c. UNE -- FLOW z a j/ - o CONSTRUCTION SPECt'ICATIONS '` w a -�� UNDISTURBED GROUND ,- o I . COMPACTED SOIL o < j o LANDS OF 1.) STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. EMBED FILTER CLOTH 16" MIN. o 5 o JAMES G.DOYLE 24.0' y 6.0'± 2.) LENGTH - NOT LESS THAN 50 FT. (EXCEPT ON A SINGLE FAMILY RESIDENCE LOT A MIN. OF 6" IN GROUND. p1 e DEED NO.2012000978 L -�-.4"-p- L WHERE A 30 FT. MINIMUM LENGTH WOULD APPLY. SECTION VIEW f T4.Yf19PP9RQ�L Na J �� 3.) THICKNESS - NOT LESS THAN 6 INCHES. 1 >�29 2 72 1 CONSTRUCTION SPECIFICATIONS LOT 2 REVISED I SILT FENCEDi 4.) WHERE INGRESS OR EGRESSLVE FOOT MUM.OCC RST NOT LESS TWENTY FOURN THE FULL(24) FOOT IF SINGLE AT POINTS SI GLE ENTRANCE TO SITE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES AREA=8,125± NOSQ.FT. (SEE DETAIL) OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. LOTS> 5.) FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING SEE NOTE NO.1 \` (MAP REF. NO. 1) OF STONE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE POSTAL ADDRESS FENCE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MIDSECTION. 6.) SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. a I NO. 1ff JACl�SON STREET 1 CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LOT 1 REVISED i LOTS2 LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, L (MAP REF. NO. 1) LANDS NOW OR FORMERLY OF 7.) MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH MIRAFI 100X, STABILINKA T14ON, OR APPROVED EQUIVALENT. ( PORCH 7 I AUSTIN W.AND STEPHANIE M.SNOW WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS ROOF UNE OF WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO LANDS OF 9.0'± DEED NO.2007028596 PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. JAMES G.DOYLE t 24.0' DEED NO.2011043957 I I 8.) WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN LOT 3 EVICE.TONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING "BULGES" DEVELOP IN THE SILT FENCE. ° I (MAP REF.NO.2) IMACADAM 9.) PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER 1 DRIVEWAY EACH RAIN. ! STABILIZED CONSTRUCTION ENTRANCE DETAIL SILT FES CE N.T.S. ii ZECOIg0 BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. PROPOSED REx NOS 2 . 3 N.T.S. li I PORCH DRIVEWAY I SSS { ZONING INFORMATION: MAP REFERENCES: PROPOSED HOUSE I ZONING DISTRICT: UR-2 I In NO. 143 JACKSON STREET in MINIMUM LOT SIZE: 6,600 SQ. FT. I ul 0 1.) MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS H. KNICKERBACKER, MINIMUM MEAN LOT WIDTH: 60 FT. I C.E. LELAND AND E.H. CHAPMAN", DATED 1871 AND FILED IN THE SARATOGA § COUNTY CLERK'S OFFICE AS MAP NO. "Z-83". MAXIMUM i ERCENT OF LOT TO BE OCCUPIED BY. a I PRINCIPAL BUILDING: 30 % Y z ACCESSORY BUILDING: 10% 3 W 2.) MAP ENTITLED "SUBDIVISION PLAN, SUBDIVISION OF LANDS FOR JELENIK MINIMUM YARD DIMENSIONS: PORCH o CONSTRUCTION CO., LLC.", DATED MARCH 14, 2007, MADE BY SURVEY FRONT: 10 FT. ASSOCIATES, LLC AND PARAGON ENGINEERING, P.L.L.C. AND FILED IN THE REAR: 25 FT. Ia m SARATOGA COUNTY CLERK'S OFFICE AS MAP NO. "J-1138". ONE SIDE: 8 FT. TOTAL SIDE: 20 FT. I I S PRINCIPAL BUILDING: L., 0 3. MAP ENTITLED "LOT UNE ADJUSTMENT MAP LOTS 1 AND 2 SUBDIVISION OF I ) MINIMUM FIRST FLOOR AREA: I J 5 B LANDS FOR JELENIK CONSTRUCTION CO., LLC", DATED JANUARY 12, 2012, MADE Z �; 1 STORY: 900 SQ. FT. BY SURVEY ASSOCIATES, LLC AND TO BE FILED IN THE SARATOGA COUNTY m w 2 STORY: 700 SQ. FT. CLERK'S OFFICE. MAXIMUM BUILDING HEIGHT: 60 FT. 1 z `` 0 - l o N 0 MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 0 a o PRINCIPAL BUILDING: 5 FT. 0 ► I bo FRONT LOT LINE: 10 FT. 0 I I 24.0' I z SIDE LOT LINE: 5 FT. So I I REAR LOT LINE: 5 FT. r. w 1 I MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% PORCH I I DEED REFERENCES: 4 II I 1.) DEED DATED DECEMBER 23, 2011 FROM JOSEPH KRASZEWSKI TO JAMES G. DOYLE 9.0± 1 ROOF UNE AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2011043957. - 10 FT. BLDG. UNE p * LOCATE ° +I i° 2.5 FT. WIOE EASEMENT +I CONSTRUCTION ENTRANCE ° b `� FOR HIGHWAY o HERE 2.) DEED DATED JANUARY 10, 2012 FROM AUSTIN W. SNOW AND STEPHANIE M. SNOW TO PER MAPPURPOSEREF. NO. 2) (SEE DETAIL) D. JAMES G. DOYLE AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS - - - - - - - - - - - - - - - - - - - - -- - - -- - - -- - - - - DEED NO. 2012000978. S12'00'00"E 65.00' UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) 5 FT. WIDE CONC. SIDEWALK OF THE NEW YORK STATE EDUCATION LAW. NOTES: *sSTTRREEEETL HT 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE •/I''0F r'E%j'; OR A TITLE REPORT. ,Q'-O-G 'h'cx.�•#, CONC. CURB 2.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. °� °rat i ./. ' & A E 1 DANIEL C. WHEELER, LS * 1�� , !; R� • ,hs�.0 50131 ,,,4c-,•• _ 0CIA TES,SION .�,,,,. SN) PROFESSIONAL LAND SURVEYING JACKSONWIDRIGHTTH OFOPWAY =AVEMENT 0ARIES STREET DANIEL C. WHEELER P.L.S. LIC. NO. 50,137 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 I HEREBY CERTIFY TO: 1.) JAMES G. DOYLE TITLE: LOT 2 REVISED ~ 143 JACKSON ST. THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN SUBDIVISION OF LANDS FOR OVERHEAD UTILITY LINES(TYP-) ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE .(... NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. JELENIK CONSTRUCTION CO. � LLC / l LOCATION: DATE: DANIEL C. WHEEL R, L. LIC. NO. 50,137 CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) JANUARY 18, 2012 • i / SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET MAP NO. 2012-02-03 LOT 68 LOT 69 {MAP REF.NO. 1) (MAP REF.NO.1) LANDS NOW OR FORMERLY CIF RICHARD W.AND ELIZABETH k ALLEN BOOK 525 OF DEEDS,PAGE 076 NEW WOVEN WIRE FENCE CHAIN UNK FENCE STABILIZED CONSTRUCTION ENTRANCE DETAIL N12'00'00"W 65.00 (MIN. 14 1/2 GAUGE 10' MAX. C. TO C. W/ MAX. 6' MESH O 50' MIN. gm..- EXISTING PACING) +I I I PAVEMENT Ki n LOT.S� ROOF UNE 5.9± - 36" MIN. LENGTH FENCE s' MIN. � POSTS DRIVEN MIN. 16" -- z- 1 - MOUNTABLE BERM laili Et INTO GROUND Et (MAP Na t) I FILTER cum PROFILE (OPTIONAL .a,�, !ANDS OF 24.3' EXISTING J 50' MIN. �'z � il) -� - HEIGHTlu11N.FILTER JAMES G.DOYLE GROUND R. 4 W DEED NO.2012000978 % 4. O OF 8" MIN. TA.Y,EAP P.1MQZ NQ us s.� ,, w ,� )73229-2-7.2 m �.- '11+*i r PERSPECTIVE VIEW W LOT 2 REVISED J _ Y a z a 'r it rcGARAGE 11::!Z.• •.1 36" MIN. FENCE POST z m 3 4 TWO STORY GARAGE n z -1i_"T =Tre e- Iv WOVEN WIRE FENCE (MIN. 14 II� AREA=8,125±SO.FT. z b •..a._.. •.1p z 0 Z 1/2 GAUGE W/ MAX. 6" MESH \�� g d ui SEE NOTE NO.1 `� `� z Lu v N N PLAN VIEW �1 -. I w SPACING) WITH FILTER CLOTH FLOW 20' MIN. o 25 ' CONSTRUCTION SPECT CATIONS ' r - `I� UNDISTURBED GROUND COMPACTED SOIL qJ < POSTAL AODrPESS I 1.) STONE SIZE - USE 2" STONE OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. EMBED FILTER CLOTH - " 16" MIN. S NO. Au JrI ex-s V.5)W127 24.3' ( L-L - -_ t - L 2.) LENGTH - NOT LESS THAN 50 FT. (IXCEPT ON A SINGLE FAMILY RESIDENCE LOT A MIN. OF 6" IN GROUND. SECTtON"vtEW 5.8'± WHERE A 30 FT. MINIMUM LENGTH WOULD APPLY.INCHES. --1101---4 �- 3.) THICKNESS - NOT LESS THAN 6 CONSTRUCTION SPECIFICATIONS • 4.) WIDTH - TWELVE FOOT MINIMUM. BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY FOUR (24) FOOT IF SINGLE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES ENTRANCE TO SITE OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. { I Z'OT51 5.) FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING (uAP riff.No.1) OF STONE 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE f FENCE WITH TIES SPACED EVERY 24" AT TOP AND MIDSECTION. CONC. PAD I I 6.) SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6' MAXIMUM MESH OPENING. 1 CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING 10752 IS IMPRACTICAL, A MOUNTABLE BERM WITH5:1 SLOPES WILL BE PERMITTED. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LOT 1 REVISED WOOD FRAME DECKLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALLBE EITHER FILTER X, (uAP REF Na 1) LANDS NOW OR FORMERLY OF 7.) MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED INA CONDITION WHICH MtRAFI 100X, STABIUNKA T140N, OR APPROVED EQUIVALENT. ROOF UIQ AUSTIN W.AND STEPHANIE M.SNOW WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS LANDS OF �- 8.8'± -I f OF WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO DEED NO.2007028596 PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 4. PREFABRICATED UNITS SHALL- BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. JAMES G.DOYLE I 24.3' DEED NO.2011043957 I I 8.) WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING I LOT 'BULGES' DEVELOP IN THE SILT FENCE. DEVICE. I r (MAP REF.NO.2) A.C. cF1LaR I MACADAM 9.) PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER UNIT EGRESS DRIVEWAY EACH RAIN. � ; WINDOW f STABILIZED CONSTRUCTION ENTRANCE DETAIL SILT FENCE N.T.S. II I � BASED ON NEW YORK GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL I M�� NOS2&3 N.T.S. 1 CONC GENERATOR ril 171 ort PAD MACEDAMli ZONING INFORMATION: DRIVEWAY I WOOD PORCH FRAME l MAP REFERENCES: ZONING DISTRICT: UR-2 MINIMUM LOT SIZE: 6,600 SQ. FT. i 1 1.) MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS H. KNICKERBACKER, MINIMUM MEAN LOT WIDTH: 60 FT. �- *- C.E. LELAND AND E.H. CHAPMAN", DATED 1871 AND FILED IN THE SARATOGA - _ _.... '. W-. - - .-• COUNTY CLERK'S OFFICE AS MAP NO. "Z-83". MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY:�� TWO STORY HOUSE NO.143 JACKSON STREET a a PRINCIPAL BUILDING: 30 1�EC ° ACCESSORY BUILDING: 10% METER I--- o o 2.) MAP ENTITLED "SUBDIVISION PLAN, SUBDIVISION OF LANDS FOR JELENIK MINIMUM YARD DIMENSIONS: bi c; CONSTRUCTION CO., LLC.", DATED MARCH 14, 2007, MADE BY SURVEY FRONT: 10 FT. z` w w ASSOCIATES, LLCCOUNTY ANDCLERKS PARAGONOFFICE ENGINEERINGASMAPNO., P.L LC. AN"D. FILED IN THE REAR 25 FT. J-1136 ONE DE FT. W o a " TOTALSISIDE:8 20 FT. < 0 a m! r }= t+l 0 9 3.) MAP ENTITLED "LOT UNE ADJUSTMENT MAP LOTS 1 AND 2 SUBDIVISION OF PRINCIPAL BUILDING: MINIMUM FIRST FLOOR AREA I COVERED ' 8 LANDS FOR JELENIK CONSTRUCTION CO., LLC", DATED JANUARY 12, 2012, MADE I WOOD FRAME I " BY SURVEY ASSOCIATES, LLC AND TO BE FILED IN THE SARATOGA COUNTY 1 STORY: 900 SQ. FT. �, PORCH !m m 2 STORY: 700 SQ. FT. I,,, x CLERK'S OFFICE. i o MAXIMUM BUILDING HEIGHT: 60 FT. 4 MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: o 18 o PRINCIPAL BUILDING: 5 FT. G GAS ° I to FRONT LOT LINE: 10 FT. o METER I I 24.3' I z SIDE LOT LINE: 5 FT. 20 REAR LOT UNE: 5 FT. r-. --- 8.9'± `-� 29.W* - DEED REFERENCES: MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% COVERED PORCH 1.) DEED DATED DECEMBER 23, 2011 FROM JOSEPH KRASZEWSKI TO JAMES G. DOYLE tL `J AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS DEED NO. 2011043957. ! SS1OFr_e�oc,t 41 Z5 Fr WOE EASEMENT REVISIONS: FOR HIGHWAY 2.) DEED DATED JANUARY 10, 2012 FROM AUSTIN W. SNOW AND STEPHANIE M. SNOW TO WALK/ PURPOSED CONC. JAMES G. DOYLE AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE AS 1.) FINAL SURVEY ON JUNE 28, 2012 (PERMAPREFNO2) ---.--- ---------- ----------------------.-_.-_-.-._.... _-_--� --•-----------•------ --------- DEED N0. 2012000978. S12'00'00"E 65.00' UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF ARTICLE 145, SECTION 7209, SUB-PARAGRAPH (2) 5 FT. WIDE CONC. SIDEWALK OF THE NEW YORK STATE EDUCATION LAW. NOTES: W ;E ," MACADAM ACA 1.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE ,��� �. �= OR A TITLE REPORT. ,`P ���' * ����i';�,. CURB v'°� '' I fill = Y DANIEL C. WHEELER, LS 2.) OFFSET DIMENSIONS ARE MEASURED TO ROOF LINES. . ik F.Ss i : d' �, 0 CIA TES LL C .._�,•, PROFESSIONAL LAND SURVEYING JACKSONDIGHT OF war E 50 Fr STREET DANIEL C. WHEELER WIDTH of PAVEMENT VARIES P.L.S. LIC. N0, 50,137 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 PH. (518) 583-7302 FAX (518) 583-7303 I HEREBY CERTIFY TO: 1.) JAMES G. DOYLE TITLE: LOT 2 REVISED ' 143 JACKSON ST. r THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN SUBDIVISION OF LANDS FOR OVERHEAD UMW„ 0,,,) ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PRO SIONAL LAND SURVEYORS. JELENIK CONSTRUCTION CO., LLC AILIP‘e/' LOCATION: DATE: • DAN WHEELER; .S. LIC. NI. 0,1 CITY OF SARATOGA SPRINGS (INSIDE DISTRICT) JANUARY 18, 2012 I 1 SARATOGA COUNTY, NEW YORK SCALE: 1 INCH = 10 FEET MAP NO. 2012-02-03 --4811111111ft..... :1: 12iii LOT 6,5 LOT 66 LOT 87 LOT 68 LOT 69 LOT 70 LOT 7> (MAP REF. NO. 1) (MAP REF. NO, 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF RICHARD W.AND ELIZABETH A.ALLEN LANDS NOW OR FORMERLY OF BONNIE L.SMITH LANDON M.MOORE,JR. BOOK 1686 OF DEEDS,PAGE 719 BOOK 525 OF DEEDS,PAGE 376 il BOOK 1368 OF DEEDS,PAGE 726 z0 NEW ® N 12'00'00"W O 130.00' 1 t65 izi CHAIN LINK FENCE -x-x--1 (60.00') 65.00' _ . 1 65.00' -,- >r x sc a -x-x- XO --1.-_ -.� 5.0't (70.00') 5.5'f -► �'-' o _.. _..ir_-OLD LANDS OF OLD WIRE N JAMES G.DOYLE Z g LANDS OF FENCE I DEED NO.2011043957 ii g JAMES G.DOYLE GARAGE a DEED NO.2012000978 x 25 FT. BLDG. UNEW 25 FT._ _ BLDG. LINE I F-Air&AP Po4/9el�L NQ / 1 P TAX.l1.4P'AiPaz NQ 7 I 179.29-2->B _. !7S?29-?7.2 5.6't -i Ho- LOT 56 10755 10751 LOTS., LOT 52 5O 10751 LOT (MAP REF. NO. 1) (MAP REF.NO. 1) I (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) X 11 11 LOT 1 REVISED I LOT 2 REVISED LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF REVISED AREA=8,1251 SQ.FT. REVISED AREA=8,1251 SQ.FT. AUSTIN W.AND STEPHANIE M.SNOW GARY AND PHYLLIS TORRISI I SEE NOTE NO,1 SEE NOTE NO.1 MACADAM ' DEED NO.2007028596 X POSTAL 4 742,9 SS o o POSTAL ADDrQESS DRIVEWAY BOOK 11870F DEEDS,PAGE 156 I o X NO. 1�3 ,/AC�YSON SI PEST ( o N Na 11J d4C.As'N Sl''EL"T LOT 3 �KELLYANN M SPNDS RIRITANDOF Co (MAP REF.N0.2) CHRISTOPHER R.HANLON 0 I BOOK 1576 OF DEEDS,PAGE 186 CONC. LO7 LIME KEW ,_z ,� LOT� LNIE z I= W GAZEBO o EXISTING LOT LINE, 00 o TAX MAP PARCEL LINE O • 0Mj a / AND DEED LINE '00 o y L ._ 8 FT. -� �- 2.5 FT. MADE EASEMENT FOR HIGHWAY O - - -- �� PURPOSED O 10 FT. BLDG. LINE 10 FT. BLDG. UNE r (PER MAP REF. N0.2) Co (60.00') (70.00') j._._._.O._._._ -65.00'i ,._._._._._._._._.-._._.�._._._._._._ S12'00'00"E 5 Ft. WIDE CONC. SIDEWALK 130.00' f RED MAPLE STREET LIGHT FlHYDRE RANT I ❑ CONC. CURB / ..---.-.-........ ...- CATCH BASIN VALVE RIGHT OF WAY - 50 FT. WIDTH OF PAVEMENT VARIES . W W W W W -W- W W $' WATER MAIN SS--SS-.--SS SS SS SS-----SS SS SS---SS SS SS S$ SS SS SS 5$ SS JACKSON 550 FT. OF CLAY PIPE AT 0.28X FLOW STREET U11UTY UnUTY POLES OVERHEAD UPUTY UNES(TYP.) POLES •• '•••• / •" ,-______-- ----__....- / • I.. /fF PERSON 4 I 1 • • ` rirati6„.„,„ -tar jja MqpZONING INFORMATION: ph.,z1112, ZONING DISTRICT: UR-2MINIMUM LOT SIZE. 6,600 SQ. FT. ii MINIMUM MEAN LOT WIDTH: 60 FT. , MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: 6 S7�f fMONROe PRINCIPAL BUILDING: 30 % iir ACCESSORY BUILDING: 10% A?FfT MINIMUM YARD DIMENSIONS: um jilia Iii FRONT: 10 FT. .-i� vii REAR: 25 FT. ADAMS STREET ' ONE SIDE: 8 FT. iivADAtisi: c3 ::::z TOTAL SIDE: 20 FT. rids PRINCIPAL BUILDING: MINIMUM FIRST FLOOR AREA: SfEr 1 STORY: 900 SQ. FT. 2 STORY: 700 SQ. FT. NOTES: MAXIMUM BUILDING HEIGHT: 60 FT. JACKSON STREET MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: ii PRINCIPAL BUILDING: 5 FT. JgCkSON 1.) THE TWO LOTS SURVEYED FOR THIS MAP ARE SUBJECT TO ALL RESTRICTIONS AND FRONT LOT LINE: 10 FT. AND CONDITIONS AS NOTED ON MAP REFERENCE NO. 2. SIDE LOT LINE: 5 FT. __ Vital 1 ST/ REAR LOT LINE: 5 FT. } 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE MINIMUM PERCENT OF LOT TO BE PERMEABLE: 25% o OR A TITLE REPORT. - 3 BOWMAN _ STREET irti 3.) THIS LOT LINE ADJUSTMENT IS PRESENTLY TAX MAP PARCEL NOS. 179.29-2-18 AND 179.29-2-7.2 (INSIDE DISTRICT). `" 4.) IRONS RODS TO BE SET AT ALL LOT CORNERS. I V 5.) DIMENSIONS IN PARENTHESIS ARE PER MAP REFERENCE NO. 2. - CITY OF SARATOGA SPRINGS - STANDARD NOTES: NELSON AVENUE N. 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, SITE LOCATION MAP SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. NOT TO SCALE 2.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR - - TO A LOCATION APPROVED BY THE CITY ENGINEER. 3.) THE CONITRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING ,,,��!• WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A ����ti �c ��E�/ �04%,� , DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE •' Q. ,G:, ,c ; UTILITY AND GRADING INFORMATION: CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE te'` . ita.k) i 1. 'APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER 1 C" /�i�,,, , "4 • maw, J ? (T DANIEL C. WHEELER, LS THE COST OF THE INSPECTIONS MUST BE ESTABLISHED """ `""°', TO ANY CONSTRUCTION. PRIORt �; ; 45 ,h;� 1.) FOR EXISTING AND PROPOSED UTILITY INFORMATION AND PROPOSED ,% 1, 0 \ oQ A r 0 GRADING INFORMATION, REFER TO MAP REFERENCE NO. 2. 4.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE % '' ' OATES LLC BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE / ..° ,, 50137 v���� PROJECT. = BY REVISION _1■ / 24'4" / / 24'-0" / /---5'-6" / 12'-6" / 6'-0" / / 20'-0" / 4-0"—/ 8"SONOTUBE (2)2x6 PT----i BEAM DO ".® F 1 . /— 12'-0" / • 4"PT POST . Po t Q o. 8" POURED r• O 'co 43 A CONCRETE FROST d' WALL /1l-3"/ . .1. Xt.° \ I IF at ar---.—m T \ r - I \ P-4In c7 BEAM 1'��16x8" FOOTER W/ 2) #4 O N N POCKET REBAR BOTTOM AT 48" MIN cfl ° T. INI \ 23'--1" \ / —12-0" / 12'-0" BELOW FINAL GRADE = Q = (3) 2x10 N 4-.1W ROOF TRUSSES • L.) X24"oc (TYP) • 4° 0 ,,,,.. g 9 " F� I- —1 9-1/2" TJI FJ R .°L h-) I 1/2MASTER SUITE t 16 oc (I'YP) I I \ 16" oo (TYP) w Z.., (326 SF) c L. • -I 14 CATHEDRAL /I x T CEILING (3) 13/4 x 9 1/2" 0 O MICROLLAM BEAM t d ROOF TRUSSES--..... - Q I a IX24"oc (TYP) - � W / 24-0" / \ \ 3" STEEL COLUMN h� ii ° \ Ir 1 " t t �1 0\ N\ \TUB/l \\\ N N� 2/2 \CL n I °j 1 4-10"—f/-4=112" 1 12'-812" t �� Q CO io Fla ATTIC1 fa I ( ) Q WALK ACCESS 9' �� \ PT BEAM I. IN O 0 `'� .„ CLOSET • .i, TE PERED 8'.0" / 5-0" i 3.-7"--/ - I— — 7 I ►`. WALK IN N —\ SOLID SUPPORT TO _ —' 3=6 \ I L — I I CLOSET 2-4 (3)2x10 BASEMENT- (2) 13/4 x 9 1/4 HEADER tN MICROLLAM BEAM t - 0 9=1/2" TJI FJ 7(4) 2x10 I\ I -16" oc (TYP) 2-4 \ 1 -BEDROOM _ \ C (3)2x12 O O t 3" STEEL COLUMN HEADER 9b" TJI FJ :q• BASEMENT ' �16'°0 (TYP) 0 DINING AREA 0 ° 4" CONCRETE SLAB E tA 24x24x12" 10'-1" / ROOF TRUSS — \ ® N ( 316WOOD SFW/KITCHEN) \ LJPOST �(TYP) - ISLAND _ 94" TJI FJ \ TBD SA (3)2x10 2-6 I� F. ' t8"oc (TYP) CMA HEADER, :24"oc 1-U LN/ I , T T 't • , ...... >. 8 .- ROOlvf#2 137 SF BATHROOM • SOLID SUPPORT KITCHEN 3" STEEL COLUMN _ V 0TD FOUNDATION FINAL LAYOUT TBD 0 co 3'5"—/c______; O 36x24" 1.- F-1:- aI ROOF TRUSS Q \ I .,� C •_ 1 \24"oc (TYP) - CMA s -9-0 WINDOW \ cQ SHELVES I ID GLASS BLOCK i. >, (0 r " ...., :.,....:. r� DOUBLE SIDED GAS FP 5'-0" (/) .... L__J C� V t SHELVES I .� N L9t 2-8 I col l 1 1 ZQ `,4 0� �jl\ \ \ in Z GUARD& co �n I O vr ; / I 13'-0" o. 2-4 r HANDRAIL co Q C') 9' _ 7-5" / \\ (3) 2x12 2-1" �"I I 3" STEEL COLUMN CO 9-s%2" / 7 M \ HEADER ry6 5-0 BIFo 2-8 24x24x12" 2 2x6 4�� 12'-0" \ POST PAD ( J 4 i Iuu... I . 2-6 L • i 184 oc ('np) NG WALL /, PT BEAM1.1,9 F 8" POl 4ED C/�i `�'�° ' TEMPERED \ 16 ocJI FJ(TYP)\ 3-1" - French DN - C LLCRFTE -, Dcl 0 W \y� O 2-4 n 16x8" RIOTER W/(2) #4 \ 1 Z _ _ REBAR BOTTOM AT 48" MIN -�' , BELOW FINAL GRADE BEDROOM#4 0 3-51/2" 3" STE0. COLON 0 J W.I.C. (237 SF) GREAT ROOM �/, FULL I = _. lii F; (W/ CARPETED FLOOR) (''�-0 WALL�'� 3'-8"—� .NN (328 SF) l \ 30x30x15" `o 0 >, ° c ;1 t \ \ POST PAD \ ' �,' o ,,,g4-0:1 o E �tN 4AAcThcE, — / ‘1. `'� s-3-1" 1 °' c o�o c ` t— K 2-6 r/ do(4 °m =Lc v �- <O LN R 1/2 WALL ` /e ✓ 8(4-c-.5° E o o, 2-8" v- 'v CL OR RAIUN r3 1-3 4"x 9-1/2" warn �'� o ov v ROOF TRUSS\ SUP F 9-1/2" TJI(TYP) O / I w N , " .�- \ 16" oc MICROLAM BEAM UP a;;r'.-3r N o•o`+ o E ct E 24"oc (TYP) 2-0 / N - L_____3,..8._,,• I' ov,o o c,o •D°ha , L.> ®o+ 2-4 9-8 2" .3-L.13).2.!w o In r \ O I °do0)oo cLta oc t \ t Q tnN33�w'�aci Ty°a av+ v- BEAM G..+O_ p....-.O UW Q 94" TJI FJ \ `N — \ Z� ®��11l11YYtW;iNsM `° / 16"oc (TYP) FOYER - 16'-0" ®ar,,,'"t �E SIO4I "°m�3 O J t io (W/ WOOD FLOOR) ••,' �O q� �(2) 13/4x91/2" �\�. Q ��°...®°.®. F �`N c � Q SOLID SUPPORT BEAM ML BEAM 9:° N�•YASe °° 'L • TO FOUNDATION PO KET • ��° �F. A/ +°G'j 13'-1" \ Q EACH END e Q �& ® \J V. , EXTEND DOUBLE ML BOX 3-O L___ __ J a :© "' , -' �\ i `�) .11. \ 24"TO SC`PPORT FJ I. `�-a •7.0 " � �T""° EXTEND DOUBLE NL BOX \ \ , - - , / % 7 12"TO HOLD FJ \ \ \ _ \ -,°-,°41,:t.*�' •,. •F 4'�z :r"°' „' -� _- %SHADED AREA Afar/ �/ ��j�% DOUBLE L- - -- - - --� i •�."� �®,"`�, TEMPERED t 2nd FLOOR OVERHANG /j /^ PT DJ �,. �,a� l •°0 05..°• o **°" �i: /, COVERED FRONT o .., 9l \a. COVERED FRONT 4.O qE A it w i a PORCHop lo 9 a PORCH CL 8 '�fiPii LAI... �jig MI 1 d s is s c a NOTE: \ / • � 6u3: Ca,: d 1.ALL HEADERS (2) 2x8/ RAIUNG ° +d'a d d e UNLESS OTHEF BEAM AS REQ STEPS AS c▪•N c '^°o x 0 o d N NEC. 10" CONCRETE SONOTUBE o c 3 L d Y (2) 2x6 PT BE a N Ns i L i > n i N CN Ul O)+' i O O i N O UIS N c i' >- N Q'>- +'4 3+' UI+' VI N O d d C N 3 C N 3 f-5'-0" / 6-0" / 8'-0" / 5r 0 I--o L. +s' °U E Cu C z A- 7.°" 7-0" 5-0" 5-0"---� As Built Foundation Plan / 24'-0" / - DRAWN gy / 14'-0" / 10'-0" / Scale:1/4"=1'-0" 0 1 2 4 DATE • / 24'-0" As Built 1st Floor Plan P July 19, 2012 I2 PROJECT NO. A-1 AB Scale: 1/4"= 1'-0" 1 2 4 s As Built 2nd Floor Plan F° 12-1202 A A-1 AB Scale: 1'-0" =i ° 1 2 4 SHEET NO. FI4C4=1=== . 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N++CE "� !111111011111111111111111111111 11111111111111111111111111111111111111 o .„ cn 00, + 0 t ( F-=+ZJ T..O- I I 11.1111. 1.1 111111111111 i ®�®v` �F�SJiU ,4� �r� v- ' . '.f,' '* Ja 1& ,47 ' , Jif �A " • ""' ,�\.1 q 3 Illi 43 £ 0.1 � � � -- E U U�� N V-r N L36"LANDING&HANDRAILS rn� a, c u s +� �, R E SCAPEWELL MAY BE REQUIRED co, � +°, �, o�,1 A, LANDING,STEPS&HANDRAILS c °+0, tv o °o 4 Rear Elevation - West PER GRADENOTE: �n a_ x o._ v, Right Elevation - North /-81 R EQUAL FIELD DETERMINE ° N Mut Y'Leh • A-1 Scale:1/4"=1'-o^ Scale:1/4"=1'-o^ FINISHED FLOOR LEVEL N s o",m+ L ° o L 0 0 2 4 8 0 2 4 g ABOVE GRADE ry+'o x 4-, V1+>to 3 191=11= Fid=ii TO BE FIELD DETERMINED s CL L S 0 0.00., °+1 a _ DRAWN gy DATE February 9, 2012 PROJECT NO. 12-1202 SHEET NO. Elevations A-I Scale: 1/4"= 1-0" / - V .\11.5 F-1\ Ariz I 7,77-77 -. 7:777.- - - - 11 - _II ,, .t I I; I BY REVISION BY Rev 1 3/10/12 Foundation Notes Concrete f-8"-/ / 24'-0" / 1. Basement walls and garage walls shall be minimum 3000 psi T / 20'-0 / 4,a _/ strength c •F 2. Basement floor slab shall be minimum 2500 psi strength00 1 3. Garage floor slab shall be minimum 3500 psi strength II=II-11=IL�:II (2)2x8 PT a"SONGTUBE =1l.=IL=11=11= 4. All concrete shall be air entrained.Total air content (percent by =II=11=11=if 5 VERTICAL REBARBEAM 1=11=11=11= (�. . C? volume of concrete) shall be not less than 5% or more than 7% 11=1I=1I=11. 48^oc IL--11=11= v a• POURED /--2-10" / 5'-4"--/ CONCRETE FROST 11=11=11. 4"PT POST WALL Surface Drainage 11.11:11.11:11 - - 11111Ir:If 8"POURED WALL N Surface drainage shall be diverted to a storm sewer conveyance or other 11=11= (3000 MIN PSI) • r Y approved point of collection so as to not create a hazard. Lots shall be11=11=II-ti ' _ d' 11= . graded so as to drain surface water away from foundation walls. The 11•11 r -I .i 11=11. Q 18x8" FOOTER W/ '2) 4 grade away from foundation walls shall fall a minimum of 6 inches (152 milm Z . BEAM �'\ +t 11=11: Q POCKET REBAR BOTTOM AT 48" MIN 00 �" mm)within the first 10 feet (3048 mm). Exception:Where lot lines,walls, Ii- Z " BELOW FINAL GRADE 1=11 0 12-0 f 12-0" / slopes or other physical barriers prohibit 6 inches (152 mm)of fall within 11= 2 (3) 2x10\ �� 4 co 1=11. 10 feet (3048 mm),drains or swales shall be provided to II.11 \ N. ensure drainage away from the structure. 11.11 0 1 i 0 Q 0 co 1111 to O • Footings _ g 11:11: 9-1/2" TJ FJ9-1/2" TJ FJ W i 1 1. Footings shall be supported on undisturbed natural soils or 11 #4 REBAR 48-72^oc T1s" oc (TYP) i 1s• o° (TYP) a engineered fill II. L �..� • 2. Minimum depth.All exterior footings and foundation systems 11I I �"� C shall extend below thefrost line. 11 / fNCONCRETESLAB IN 2500 PSI CONCRETE F-v- j M M 3. All exterior footings shall be placed at least 12 inches (305 mm) 1Q. 0 w below the undisturbed ground. ♦ BASE COURSE REQUIRED (3) 2x100 o v/NO VAPOR RETARDER(4-6 MIL POLY) (10 ..t 'J� Foundation Walls IS REQUIRED BETWEEN CONCRETE \ AND SUBGRADE WITH JOINTS " 1. Vertical reinforcement shall be Grade 60 minimum. The distance �sx2 FOOTER OVERLAPPED MIN s" 3" STEEL COLUMN E"' W W/(2)#4 REBAR 0 from the face of the soil side of the wall to the center of vertical MIN 2500 PSIN ri2 o reinforcement shall beat least 6.75 inches. CONCRETE N 24x24x12•/� I POST PAD C%] ColumnsIS Foundation Detail L L. J • r=4 N.T.S. Q i I 1 0 cl w zo •0 Steel column protection.All surfaces (inside and outside)of steel 41 columns shall begiven a shopcoat of rust-inhibitivepaint, except for w p (3) 2x10 4 corrosion-resistant steel and steel treated with coatings to provide ��' N ____ corrosion resistance. 0 Structural requirements. N co 1. The columns shall be restrained to prevent lateral displacement - I --- wat the bottom end. I2. Wood columns shall not be less in nominal size than4 inches 1 I I q I ` .�--2-10"-,4 by 4 inches (102 mm by 102 mm) 0L_ I L_ _J -ii 4 3. Steel columns shall not be less than 3-inch-diameter(76 mm) standard pipe or equivalent. 2x10 9-1/2" TJ FJ `18" oc (TYP) Foundation Drainage/ • 3" STEEL COLUMN Damppoofing BASEMENT 6, Foundation Drainage SCAPEWELL 014" CONCRETE SLAB •T 24x24x12 BILCO SCAPEWELL GRADE] / MODEL 4048-54 • POST PAD OR EQUAL Concrete or masonry foundations. Drains shall be provided around all / 4-10" / CENTERED ON concrete or masonry foundations that retain earth and enclose habitable INDOW WINDOW L_ J lzr or usable spaces located below grade. Drainage tiles, gravel or crushed m SA I stone drains, or perforated pipe shall be installed at or below the area to • CMA • • • (4) 2x10 be protected and shall discharge by gravity or mechanical means into 's �°" ', •Y - an approved drainage system. Gravel or crushed stone drains cI 1 `O shall extend at least 1 foot(305 mm) beyond the outside edge of SCAPEWELL \ o.,(1.; I " Y g MODEL 4048-54 N 3 STEEL COLUMN the footing and 6 inches (153 mm)above the top of the footing and be • .:::•.:•:::::: -.-.- n -s -.- covered with an approved filter'membrane material.The top of open 12-IN#2 `.4 3ox3ox15• 4.4 joints of drain tiles shall be protected with strips of building paper, and STONE ` Posr PAD N N Z ,. the drainage tiles or perforatedpipe shall be placed on a minimum of 2 • U inches (51 mm) of washed gravel or crushed rock at least one sieve size DOUBLE L--J• N yw larger than the tile joint opening or perforation and covered with not less DIRECTLY UNDER _ ,� than 6 inches (153 mm)of the same material. SHELF WALL (4) 2x10 SEAM ;Z7 Section D Plan View a`�i y Q Foundation Dampproofing 12x8" HAUN f-4-2 -�--� U 1:1) Concrete and masonry foundation dampproofing. Foundation walls that q 3" S a�• COLUMN 2x4 SUPPORTING WALL -� "4_2,40.-___/ 1 R3 » 0 retain earth and enclose habitable or usable spaces located below grade • N 24 4x12" 1s oc1(TYr� % M co shall be dampproofed from the top of the footing to the finished grade. POS PAD TT e 4 f� Scapewell Details �� N Masonry walls shall have not less than 3/8 inch (9.5 mm) Portland 8• POURED � , L- -� N cement parging applied to the exterior of the wall.The parging shall be CO (4) 2x10 EAM i dampproofed with a bituminous coating,3 pounds per square yard(1.63 � kg/m2) of acrylic modified cement, 118-inch(3.2 mm)coat of surface- • 16x8" FOOTER W/(2) #4 �, REBAR BOTTOM AT 48" MIN ' bonding mortar complying with;ASTM C 887 or be waterproofed with aBELOW FINAL e-ADE N i - membrane extending from the top of the footing to the finished grade. 3• STEEL cauM z i The membrane shall consist of 2-ply hot-mopped felts, 55 pound (25 kg) 1 - --1 = 0 TI roll roofing, 6-mil (0.15 mm)polyvinyl chloride,6-mil(0.15 03ox3ox15• mm) polyethylene or40 mil (1 mm) polymer-modified asphalt.The joints POST PADHI lie in the membrane shall be lapped and sealed with an adhesive (/, °P to compatible with the waterproofing membrane. L_•-J r/ Concrete walls shall be dampproofed by applying any one of the above 9-1/2" TJ FJ (4) 1-3/4"x 9-1/4" �/ a• mi -- MICROLAM BEAM I UP ✓/ a m o � listed dampproofing materials or be waterproofed with a membrane \ 16" o° (TYP) CONNECT H G ° °° extending from the top of the footing to the finished grade.The L. ,:°Diu°_ a membrane shall consist of 2-ply hot-mopped felts, 55 pound(25 kg) roll 2. -.co 4) ii„.. oLc U + U �- .0 12x8" HAUNC roofing• , 6-mil(0.15 mm) polyvinyl chloride, 6-mil(0.15 mm) polyethylene 4-2" o oa. o °S° N•c or 40-mil(1 mm) polymer-modified asphalt. The joints in the membrane 4 I (2) 2x8 AT �-' �y 0.y 0.0.--° o 0 ch shall be lapped and sealed with an adhesive compatible with the BOTTOM OF I o o��o o�� waterproofing membrane. ( is-o" STAIRS I 0:Pc,.--DO.�'�tv o 0 _c C 4. BEAM I I I w�oovtou c.La 0c 1--..Z-I 0... 0_ p....0 QW I PO ET p za- a--,� " 00 I -\ ��.®°"�0.ESS10NA f14, , I L L1.- , -I • ti' ka fin• .YAS.;,•• 'Is,, DOUBLE Anchorage -. .G'„°off",^r ; `?0'A_'' PT DJ COVERED FRONT3 ;L.-:' � n °' co 1-- o F,, The wood sole plate at exterior walls on monolithic slabs and wood silt 1`x Y - " xi °- g PORCH d. a o plate shall be anchored to the foundation with anchor bolts spaced a y ' it-, ¢a r'O '^� N tO NCO ma,dmum of 6 feet(1829 mm)on center.Anchor bolts shall also be •; „ e T T / 6.-2" / 10'-0I j / located within 12 Inches(305 mm)from the ends of each plate section. '.9� cf'J./..i.(i" 54'I A.' •k ,.. Anchor bolts shall be at least 1/2 Inch(12.7 mm)in diameter and shall %,� 9jF ••• ,�►-�P O n ` 012. �"' s�`' O O Q extend a minimum 7 inches(178 mm)Into masonry or concrete. *�r,,, OF ' AN 4x4 PT POS © Interior bearing wall sole plates on monolithic slab foundations L o, CD� 0 10" CONCRETE soNOTUBE shall be positively anchored with approved fasteners.A nut and washer +, v+ F 0, o d d (2) 2x8 PT BEA/ shall be tightened on each bolt to theplate. g 0 Zvw3-woo 0 -0 c U u.a.0 N 0_, N a Sills and sole plates shall be protected against decay and termites. -a o, °▪ c u+' c+'. d N L N d+, xvi o 0,c4 0 , clAcs o a _ N U Y d_Y NOTE: NNIUn0)++ L 00 L00 ins co c +' r °,a} +'4. 3+•, VI 4' I FINAL HEIGHT OF Plan ABOVE GRADE 1- 0 0.13 r U s Z c.)++z Foundation Plan TO BE FIELD DETERMINED DRAWN gy , ' 1€7-:) Scale:1/4"=1'-0" 2 4 8 DATE � 0 NOTES: 1. ALL CONCRETE SHALL BE 3000 PSI 28 DAY STRENGTH February 9, 2012 (MIN) PROJECT NO. 2. ANCHOR BOLTS SHALL BE INSTALLED 72"oc STARTING 12" 12-1202 FROM CORNER 3. BASEMENT SHALL NOT BE USED AS LIVING SPACE SHEET NO. Foundation & Details A-2 • Scale: 114"= V-0" • J _-_- ___- _-__- __ ___. - __ II _-- - _-_-_- _ - 1 _...__.- -_-.__. -_-- I _. _--___ ..I@ 1. _ _-- --._-_. ..._ .1_. ._._ BY REVISION gy Rev 1 3/10/12 NOTES: General Design Criteria 1. Seismic design category-C 1. Should the project become delayed for any reason, and 2. Concrete weathering probability-Severe - the time between the beginning of the project and the date 3. Design wind speed-90 mph stamped by the Engineer exceed one (1) year the plans 4. Design ground snow load-85 psf must be reviewed for NYS Code changes by a licensed 5. Termite infestation-Slight to moderate 6. Decay probability Slight to moderate NYS Engineer or Architect prior to beginning construction. 7. Exposurcategory- B 2. All construction shall comply with the Residential Code of 8. Wind-borne region-No f New York State and the Energy Conservation Construction 9. Soil type-Sand(SW),well drained , 24'-0" / Code of New York State. -5-6" / 12'-6" 6=o"--� f 1.. 3. The contractor/owner shall comply with all laws, rules and General Design Loads t ordinances of any public authority bearing on the1 Floor Load-40 psf live load plus dead load performance of the work. 2"°Floor Load-30 psf live load plus dead load 0 0 d- Roof-50.0-psf ground snow load-per RC NYS cY7 4. The contractor is solely responsible for all construction ,� means, methods, techniques, sequences and procedures Roof-35.0-psf roof snow load per ASCE-7 / s'-o" \ r and for the coordination of all portions of work. Required Main Exit Notes 4 5. The professional services of the Engineer do not extend to O c3 ' or include the review or site observation of the contractor's 1. The front door of the house is designated as the main house exit. 2. All egress doors shall be readily openable from the side from which egress ..� Work or performance on this job. The Engineer is not is to be made without the use of a key or special knowledge or effort. \ N M ! fly_ T co ° responsible and is to be held harmless by the owner from \ Com.) co O any claim or suit whatsoever, including all payments or Smoke Alarm Requirements N _ _ r costs involved arising from or alleged to have arisen from The required smoke and carbon monoxide alarms shall receive their primary \ O ` 'Qi 0.' the contractor's work to conform to design intent. power from the building wiring.When such power is interrupted the alarms shall ♦ 29-1 6. All measurements to be job/field verified and advise receive power from a battery.Wiring shall be permanent and without a ® i• to- Engineer of anydiscrepanciesprior to roceedin disconnecting switch other than those required for overcurrent protection. I c5 g A proceeding. I ROOF TRUSSES-s.„ 10 Lo 7. Drawings not to be scaled from for field work purposes. 0 �2a"oc When more than one alarm Is required to be Installed within an individual dwelling ( ) ,� W 8. All stairs: unit the alarm devices shall be interconnected In such a manner that the activation a. Max rise 8 %" of one alarm will activate all the alarms. b. Min run 9" MASTER SUITE �, -� Smoke alarms shall be located in each bedroom and at least one on each floor. a o c. Nose 1 7/8" (326 SF) o OPTIONAL CATHEDRAL C tj 9. Truss manufacturer to provide truss certification, design At least one carbon monoxide alarms shall be located on each floor/ CEILING C4 drawings, and calculations to design engineer for review t/ o rzl prior to building of trusses. i ROOF TRUSSES--.... E-+ 10. All headers in bearing walls with openings 4'-0"or greater ----v.-0c (TYP) O shall be supported on each side by a minimum of two (2) ® ® w z ° studs the size of the adjacent bearing wall. • wA�L7 6 w o FLAT CEILING TO 11. All bathroom;and dryer vents shall vent directly to the O O exterior of the house. No vents shall vent into the soffits. r\ N N ♦ 5-212^-♦ (2)2x10 41 • I c" LN cv i� CL co HEADER w L� LINE OF END P` Irk 0 io OF 2nd FLOORr LINE OF END -6 N 36x48" N, 4, -0 -- to WIC. . IP i , '`-- OF 2nd FLOOR cv 113'k _ -L_ - -- - -- \ (). ® rv� 4 ryg (.4 --- - - Window Schedule10 "' iti TEMPERED - 8'-0" I SO" ♦ 3.-0"--/ ID Mfgr. Size Type Tempered Low E Rough Open. Glass Vent Egress Open. (2)2x10 \ \ \ I - 't- Glass Req'd Req'd Clear Open. W x H HEADER0 I SOLID SUPPORT TO • 1TBD BASEMENT (2) 13/4 x 9 1/4" •3,_6•__,. l = 3216 Basement No No TBD NA NA NA NA MICROLLAM BEAM 2 Andersen 244DH3049 1W DH No Yes 3'-0 x 4'-9 9.91 5.70 5.70 32.56 x 25.33 c 3 Andersen 244DH3050 TW DH No Yes 3'-0 x 5'-0 10.52 6.04 NA NA 0 r. (4) 13!4 x 91/2" (3)2x12 ML BEAM 0 O 4 Andersen 244DH3050-2 1W DH No Yes 6'-0 x 5'-0 21.04 12.08 NA NA HEADER 93' rJl FJ 5 Andersen 244DH2030 1W DH Yes Yes 2'-0 x 3'-0 3.32 2.10 NA NA 16"oc (TYP) iv 6 Andersen 244DH3050 1W DH No Yes 3'-0 x 51-0 10.52 6.04 6.04 32.56,x 26.70 n 0 DINING AREA 7 TBD 6-0 x 80 French Door Yes Yes TBD 27.44 41.40 NA NA 4 (W/ WOOD FLOOR) 8 Andersen 244D/12850-2 1W DH No Yes 5'-4 x 5'-0 18.18 10.60 NA NA O ® q (316 SFW/KITCHEN) 9 Andersen 244DH3030 TW DH No Yes 3'-0 x 3'-0 5.60 3.32 NA NA Z4 ISLA�DND 10 Andersen 244r.+12846 1W DH Yes Yes 2'-8 x 4'-6 8.03 4.70 NA NA 1F. 1 oc(Tw) O N Z 11 Andersen 2440H2846-2 1W DH No Yes 5'-4 x 4'-6 16.06 9.40 NA NA • i z Ce 12 Andersen 2440H3050 1W DH No Yes 3;-0 x 5'-0 10.52 6.04 6.04 32.56 x 26.70 IF] N 13 Andersen 244a-13050-2 1W DH . No Yes 6-0 x 5 21.04 12.08 6.04 32.56 x 26.70 SOLID SUPPORT I KITCHEN <>,-0 •a . TO FOUNDATION FINAL LAYOUT TBD 14 Andersen 244DH2840 TW DH No Yes 2-8 x 4-0 6.97 4.11 NA NA Co O Q 15 Andersen 244DH2840 1W DH No Yes 2'-8 x 4'-0 6.97 4.11 NA NA _ Notes: to SHELVES 1 Cb• N tz DOUBLE SIDED GAS FP 5'-0" I Q *1 - Windows shown are Andersen 200 Series Tilt SHELVES I k O Cr) rn *2 - Contractor to verify rough openings with manufacturer's \ EX I° ti 03 specifications prior to framing rough openings 9 I- m GUARD& (n *3 Should the contractor or client change the window manufacturer to one 13'o" a �� HANDRAIL other than that specified the specs shall be submitted to the engineer for review % 7-5" -� prior to ordering the windows J 2-1" - ,_1 • z---(H3E)AD2ExR12 - TSPS AS PER GRADE 12,-0„ VP 2-8 AX RISE 8 1/4" O - 1�1N RUN 9" • 4 94 TJI FJ \ „ 2-6 DN 16"oc (TYP) 3-1 - O MUSTTREXTEND TO AT \A�> ^ 2-4 PROTEC FROM B - STEPPING ON ANY 3-5�2^ 0 TREAD PORTION < 4" ° LIGHT VENT SCHEDULE I GREAT ROOM FULL c ° 0 8 o' ow 4) 0 0 (W/ CARPETED FLOOR) WALL o,2 0' o rn `d m i II — - - I - - , i_ - _ • BY REVISION mRev 1 3/10/12 • ■ ■ EXTERIOR OR BEARING WNt TOP PLATES / 24'-0" / F 1 NORTH GREATER THAN BO PERCENT WIDTH �� 141 THE PLATE OFfil w ��I OAGE(0.064 1.6 IN.NSE SRA �// METAL TIE(CROSS AND 7o EACH SIDE OF THE NOTCH WITH B-1 ed BORED HOLE ›Nim4 CD wPE NAILS EACH SIDE40 PERCENT OF ACCESS TO ATTIC G TOP PLATES B/s N.1nN.1D BM OVER MASTER BED - ,r•-T \ \ I ` \ \ CI B/B 54. MN TD EDDE 11111 1, 4-10"—//-4-111/ / /21281 " ^ °3NOTCH MUST NOT F—+-"1 DExc OF 23 s PERCExroEvnl iR Q WALK L 7 • pINQTOP PLATE FRAMING TO ACCOMMODATE PIPING IIicc, ll IN .Nco �� O co WALK IN ATTIC 2-4 00 . _ . L1, B0StJD TMQ1 1JD CLOSET 3 2x10 BORED HOLES SHALL NOT BE MUST BE DOME AND NO MORE now Tyro ACCESS / HEADER SU STUDS PRE DOUBLED NO SO LOCATED IN THE SAME CROSS SECTION OF cur OR NOTCH IC24C.7 V NOTCHING AND BORED HOLE UMITATIONS FOR EXTERIOR WALLSIN STUD 2-4 BEDROOM#3 a AND BEARING WALLS (152-s� \ C0i] 0 10'-i" r 413 ROOF TRUSS H 24"oc (TYP) C.. 4 L.1 • 2-6 \ "N C/a w (3)2X10 H \ E".�� _ C.7 / HEADEf�-� 1-� LN ua O BEDROOM#2 2-4 w ,Z p \ (137 SF) BATHROOM W / I 3'-5"—� H ^ ::. ROOF TRUSS 4 O 4 :: 36x24" �,4 24"oc (TYP) GLASS BLOCK SM LO : : M - CMA / =9'-O" WINDOW • — — tea: /3 - \ m SI M O •_ J �* 4-0 DBL PKT2-6 \\ 0 n- --1 • Nr .L a• or " D CENTER ON WALL g .0 1111111111 •d'M 4. J r---rte-� to 1 ‘6 4 ...... 6 MAX. '�' 9's/2" "� P D/6 MAX. * If. :' 5-0 81Fo 14 FLOOR JOIST - CENTER CUTS D/4 MAX �^ I TEMPERED (0 W D - D : T BEDROOM#4 \ p vr. D/4 MAX. �- 1 (237 SF) I 0 W.l.0 , FLOOR JOIST END CUTS it0, /--3'-8" / 2-4 f sr / MAX. D FROM I I". '`- >- r-- 1_28 _^ ,� - a) N ` _. ROOF TRUSS ., y ii : D 24"oc (TYP) 2-o (1) 3 MAX. / 2-4 9,-01/2 / a Z �� i -I- OV O Q \ N v) fil RARER/CEILING JOISTS (802.6) • V N N a) 0 0 D/3 MAX Q ill�PI \ ♦ 2 IN. MIN. FROM TOP IIØ .IPE, OR CONDUIT AND BOTTOM OF JOIST I • (ACTUAL DEPTH) 10 TEMPERED CUTTING, NOTCHING AND DRILLING NOTE: fib 1.ALL HEADERS ARE(2)2x10 UNLESS OTHERWISE SPECIFIED i v c w� m4 o o )co°ccm`oc>,oc v�>m'0p m'" a«°mo° C74 ...�• t NSC °•°_+ym (°)7-0" / 7-0" / 5'-0" / 5'-0"—/ °W °°'m yac v, m rrC�4. Opa• m,,�'JNCCC'L'' i C• / 14'-0" / 101-0" / vvTooco,_ vv0.0 Qo,z cA o o._c o m am BEAM CONNECTION DETAILS • a>- cio, Na) C p N InmO c WN 5>otEou CLt O. C F.-..�ZJ W+°- Q.++.0 W MICR❑CLAM C❑NNECTI❑NTA MICROLLAM CONNECTION' D MICROLLAM CONNECTION' G z.- A . +MI 1 +0' �pFESS10�4-��'eNNru 2nd Floor Plan �a ®���"` °•4'2 ROWS 12d 1/2' THRU B❑CTS 1/2' THRU B❑CTS A-4 Scale: 1/4"=1'-0" �a� CQ••• Y ••,FNAILS @ 12'oc �' 24'oc 12'oc " ••�•s"••0 2 4 8 co ••c:> A C�� "� 3rd ROW REQ'D FOR F1612=!...... 4 zr: . .a. p . / ,•-• a 1--1-% 14 , 16 , 18 BEAMS • ,' cu iu II `1 --z-- q 4-,t,,,, alk -. * , -- • . ,,,,,- , ..„... ,,, .. „, n.. MICROLLAM C❑NNECTI❑NI B MICROLLAM C❑NNECTI❑NI E MICROLLAM C❑NNECTI❑NTH ` . " . 4A )012 l • 3 ROWS OF 12d • 4:::1110,861_1::41:00".Q. .� 1/2' THRU BOLTS 1/2' THRU BOLTS 1i pm t . NAILS @ 12'oc ' . d+`�� E o, oL,1:::cor::ist 12oc 24oc ,� Ld � � o,L +S' Ld +t'W(•U fU N ! N � ° pc10OjoofiLITOU+' 0d VI .03LLIfi LMICROLLAM CONNECTI❑NI C : MICR❑CLAM CONNECTION( F MICR❑CLAM CONNECTION( I mo, In �+• LOoCIotU tUN NtdC +f >- >- +'4- 3 4+ N t In .£4- LL L.0 CO N N O.0 N nil 1 I— 0 am 4' U EZU+'Z 1/2' THRU B❑CTS 1/2' THRU BOLTS DRAWN 9Y 3 NAILSS OF 12d ,,l' @ 12'oc 2400c-\ 4'oc 12'oc DATE _1(: iv1111 iv a February 9, 2012 OFFSET NO. FROM SIDE TO SIDE 12-1202 Floor Plan NO. 2nd • & Details A-4 Scale: 1/4"= 1-0" --,._ - -- . I ,__ : 1 7117. .I, BY REVISION 1• gy Rev 1 3/10/12 10/12 PITCH ROOF TRUSS-24"oc 12 DESIGNED TO NYS CODES FOR 10/12 PITCH ROOF TRUSS-24"oc NNZ110 50-psf GROUND SNOW LOAD AND 12 DESIGNED TO NYS CODES FOR ®10 50-psf ROOF SNOW LOAD AND 35-psf ROOF SNOW LOAD 35-psf ROOF SNOW LOAD (SHOWN SCHEMATICALLY) (SHOWN SCHEMATICALLY) TRUSS DIM. 10/12 PITCH ROOF TRUSS-24"oc 12 DESIGNED TO NYS CODES FOR TRUSS DIM. 24 " ICE/WATER SHIELD / 24'-0" / yoTS10 50-psf GROUND SNOW LOAD AND ICE&SHIELD REQ. 35-psf ROOF SNOW LOAD , ICE&SHIELD REQ. SHOWN SCHEMATICALLY) 1 r ,;�• TRUSS DIM. rya, ‘'IN 7Pv 1/mm q 1. = r. _10"ENERGY HEEL �� `_ 10"ENERGY HEEL /-21-0"--/.2.--/ 12" 2'-0. 10"ENERGY HEEL A-21-0" A- 12" 2X6 EXT WALLS M-.+�� 16"oc(TYP) 12" �l p 2X6 EXT WALLS \ WALK IN �,C .-� 16 oc TYP \ BEDROOM#4 CLOSET 2X6 EXT WALLS 16"oc(TYP) WALLS O o (TYP) \ • " / • 2X6 EXT WALLS a / 16"oc(TYP) BEDROOM#4 �..) co O CLOSET , CLOSET BEDROOM#3 "Oc(TYP) • q 16 FIRE BREAK .�-i rxi EVERY 10' VERTICAL a 13.-1" 51-9" / 4.-10"-7"/-4'-111/2"—// 12'-8�2" - .STAIR VAPOR BARRIER ON WARM SIDE .ry I U_1 JOIST HANGERS I9-1/2"TJI(aZ 16"oc I IWELLs M►N Fa INSUL►N FJZ_ _ 1wW 9-1/2"TJI 0). 16"oc II r( i FIRESTOP I 9-1/2"TJI @ 16"oc I v] MAX 10' II II ' F/RESTOP 10'i c MAX \\_(4) 13/4 x 9 1/2" 2X6 EXT WALLS 2X6 EXT WALLS 2X6 EXT WALLS FLUSH ML 2X6 EXT WALLS 16"oc(TYP) 16"oc / (n'P) (2)2x8 BEAM (2)2x8 BEAM E--. W /16"oc(TYP) �. GREAT ROOM • 1/2 HALL 16 oc(TYP) BATH w DINING AREA KITCHEN AREA �� r. o P4 j12'-0" 3!1" 3'-5%"—sf-3!8"—� 0 " 1 23'-1" 2X6 PT SILL W/ 5/4"T&G DECKING TBD 1. ..•••42X6 PT SILL W/ SEALER T i 2x6 PT DJ-16"oc `../ _1 SEALER 9k.TJI A 16"oc 1 I� 9-1/2"TJI( 16"oc ` JI�(I a/_3,2" /GRADE TBD. \ CD 60cEX( TBD -•- N. I GRADE TBD /� '6�-0" (4)2x10 BEAM /'"ll/W b 11 1 1 11 II 11 II II 11 11 w Z` • (4)2x10 BEAM / / 116'-0 8'-0" --/\_ #4 CONT. REBAR 2x4 SUPPORTING #4 CONT. REBAR WALL 16"oc \ = ro o BASEMENT 2x4 WALL FRAMED '6 4 a o BASEMENT W8x10 STEEL 8" POURED WALL N. = Section /'i 8" POURED WALL BEAM (3000 MIN PSI) AGAINST 8" POURED WALL CI (3000 MIN PSI) FOUNDATION W/F (3000 MIN PSI) 4"CONCRETE SLAB R-11 INSULATION 1 4"CONCRETE SLAB (2500 MIN PSI) PT BOT (2500 MIN PSI) 12x8 HAUNCH PLATE 16x8" FOOTER \ 16x8° FOOTER 16x8" FOOTER _ \ W/(2) #4 REBAR . . • / . • tW/(2) #4 REBAR W/(2) #4 REBAR . 1 ,771 MIN 48" BFG MIN 48" BFG MIN 48" BFG 24,-0" ,e____4._3,._,. / / 24'-0" / Section C g Section B CD 0 fri CD Cti co 10/12 PITCH ROOF TRUSS-24"oc 10/12 PITCH ROOF TRUSS-24"oc 0 M N DESIGNED TO NYS CODES FOR DESIGNED TO NYS CODES FOR •••. CD 50-psf GROUND SNOW LOAD AND 50-psf GROUND SNOW LOAD AND (n 35-psf ROOF SNOW LOAD (SHOWN SCHEMATICALLY) 35-psf ROOF SNOW LOAD (SHOWN SCHEMATICALLY) 12 12 ' 10 -111q10 TRUSS DIM. / 24'-0"-- / TRUSS DIM. / 24'-0" / ICE&SHIELD REQ. ICE&SHIELD REQ. • ?* 21 o dog '- .23 v•.mvc.5 000wvcc od>awi • v 'v+ OPTIONAL CATHEDRAL 5 12 T10-ENERGYHEELoo2; ° c10"ENERGYHEEL CdNLCtN ; CL d INT PITCH SCISSOR TRUSS- :«"'vov i8- vv..>, Q �2'-0"�s� 12" ��' 2X6 EXT WALLS 24"oc �2'-0" /—� 12" '5:-6 0 c'v t 0-4' G-0 ®-w 16 ac(TYP) 2X6 EXT WALLS °>- 0.-7' c c ..m 0 o •cc \ 16oc(TM) ` N0)xJ Lf-, coon. oc .✓Z ✓C_ pry O ()W MASTER SUITE o- :- 2X6 EXT WALLS " MASTER BATH WALK IN o� �16 oc(TYP) CLOSET MUDROOM 2 oEXT WALLS Z.-- �a N/OB,,� "' " ,�bZr,a..r 23!1" 4 -,, , �, r," . -...-• „./ Liz 2X6 PT SILL W/ 8.-0" /f—_5'-0"_/f -9.-6" * .) ' Y,r } > lr y 2X6 PT SILL W/ . .,o , Vie? P,sr SEALER \ ♦ _ _ SEALER • t ,-- 9-1/2"TJI @ 16"oc •� 9T i‘,.,- �f ..+' 1 �.__ /GRADE TBD 9-1/2"TJI Cad 16"oc ; •.4 ''- ,, '4,••i. (3)2x10 BEAM • �� • /GRADE TBD !.',,,,41-e ,�jq•®•,••G�; ,,0 7�' (3)2x10 BEAM " �F ' ' tt 1 .--- 1Z-0" / 12.-0" / ,f- 12r-0"_ 12'-0" / v �, 8"POURED 8"POURED a -C L 3-C C o 3 UIQ c L d WALL o WALL m �' u- 0 W u d ONi CIA - x e., 0 C y ZS VI UI t 7 L L> Ut L 6 UIS co C�++.�>- Ncx>- /_4ICONCRETES LAB +.v. s+, m+, m 16x8"FOOTER 16x8"FOOTER o, oddd ; d W/(2)#4 REBAR \ W/(2)#4 REBAR o L La uC ° E z 0 C z ---\\I • I I • • I . . \ I . . ) DRAWN gy DATE / 24'-0" / / 24.-0" / February 9, 2012 Section E PROJECT NO. 0 Section D D 12-1202 L, . SHEET NO. Sections & Details A-5Scale: 1/4"= V-0" — —— • to i BY REVISION 1 • ROOF TRUSSES-24"oc(TYP) .N.,N,,,,, (SEE SECTION D&E) 10/12 PITCH ROOF TRUSS-24"oc DESIGNED TO NYS CODES FOR AND 35-psf ROOF SNOW LOAD OAD (SHOWN SCHEMATICALLY) _ � 0 0 _0 0 0 0 0 0 a a o AJ mop 1 RIDGE VENT ALL RIDGES O t. 2X6 EXT WALLS HANDRAIL @ 1/2"CDX PLY OR OSB SHEATHING ,c2 18 oc(TYP) . BR#4 32-36"AFT BATH BEDROOM#3 Q� co 15#FELT BATH • g:LI co -20 YR ASPHALT OR _ _ _ - - Lo FIBERGLASS SHINGLES / 6'-0" i DOUBLE 9-1/2" \ 0 ICE/WATER SHIELD FROM 2x6 RR-16"oc \ ML FJ f-3=8=� T-0" i/ 12'-0" i \2x8 DCTERIOR U CO Q DRIP EDGE TO 24"INSIDE DOUBLE 9-1/2" WALLS 16"oc C•2 Wim- 2x4 CJ-16oc / ML FJ , _ _ (TYP) p4 R-38+R-10(R-48 total)FG INSULATION 06. 6 ;•; ,,y 12 • -0�z" I I I, I I I I I I I I I I i Y � I l 0 0 0 0 0 0 0 0 0 1 ,� W/VAPOR BARRIER III i. :._ o c _ „,,,. g TO WARM SIDE ' " NN R-38 FG INSUL 9-1/2"TJI @2)9 U PROP-R-VENT AS REQ'D (2)2x8 BEAM wN.B. WARM °a A 16"oc (END FJ"ML w SIDE \ 2X6 D01 TRUSS 24"oc OR RAFTERS • KITCHEN /16"oc( w/10"ENERGY HEEL SEE SECTIONS - STAIRS: .� RISE:715/16" MUDROOM MASTER SUITE O DRIP EDGE PORCH RUN:9"W/ ,; — — - — -- 1 s_. : A 1 — -- I __ BY REVISION gy Rev 1 3/10/12 % O - e'a /---e-2"--,0 /------4'-2"---/ ^^ t` LO /7/21/ C) CO o //../////1/211/1// ////.////././../ C.../) CO 0 03 CV /17 27/1 0.1 / /// /. /7/ /• , /// lonomm4 ---• g . ,i/ (24 • //7 . ,i //7// 4 U w C4 w • ///' /// //� /1// o // / ///. /, L W '414 0 / // / /// HATCHED AREA // // // // IS ICE LOCATION TER SHIELD r::4 0 ,// / /// ///. ,// w /* /•/1./ /*7 17/ C.b -///j • w/// 2- /./ /i // /i i/./ / /// / /1721/ /// /. /// /.// // i/ // i ./ / /// / / /. / • ./tji /.// i / ./ // N NZ (/ 1/, /// / V '^ r // /// a Z •E ////;./ / CD Co rn • / // / //i :iPH1ELD cri 0 M 1/7 11/17 / /i . /// // I/ /1/ I ///2• '11/./ .' i/. /1/ //./ 11/// . /id ,•///2/ /� / • //� p OC p a°'i oa / / 0 yOUcpN`'UvLoOrn '!. C i NUU// // // / /// // r/// / •/ pN m N N �U7� OC It/ // / /// + UCNQ ++.C� yv- VOLTTO/// // // • �j wookoo 1 a ao+ // ./ // oc a�.�°cz.caUW / 4' / / 7/ // �aee�40FESSIQA/q�°r�i/* / /j. // t :Q; b ° a ..mor / = rt' f i:- JT' / /// " ! / / / / 4. h1IIH01h 3' Ili I 2012 O4'-2"—, A-42" � �UO NUaC+ },>'3 VI_L N O U1 S W C +' ?- N ce>- +'4 3+' V1+, U1 .C4• OL L.0 O N N O.0 N F- O 0.13+, U EZU+'Z DRAWN gy DATE 2 Ice / Water Shield 2nd Floor 1 Ice / Water Shield - 1st Floor Februarys, 2012 A-7 Scale:1/4"=1'-0" A-7 Scale:1/4"=1'-0" 0 2 4 8 0 2 4 8 ENTIRE PORCH ROOF PROJECT NO. 119=i1=22 GETS COVERED WITH ICE WATER SHIELD 12-1202 SHEET NO. Ice Water Shield Locations A-7 Scale: 1/4"= 1=0" * I BY REVISION gy Rev 1 3/10/12 tfo • I 1 I I _ I 1 Il 1 I 1 II I I I 1 i 24-0" / I I I 1 I I 1 1 I I I I I I I 11111111 1 12 I I I 1 41) x �8f I 1 I I 11111 I I I I I 1 I L. _ r_ 0I I I I I I I 1 I I " f 1 1 1 1 1 1 1 , I 1 1 1 ` I 1 1 I 1 I I I I I I I I I I l 1 I Q 4"CONCRETE SLAB MIN 3500 psi I , 0 1 I e _, _ . cm...4 co CO LCD - POURED " WALL O 0 co 1 ` o 16x8 FOOTER rl • I W/(2)#4 REBAR " ;` a 9 to ` MIN 48"BFG N CO 9 , • ,4- 0.....4 cis. g 'W „,-v„.,•,..,,, 4 U A otiIV q• _ w a w .. o va w — _ 0 DROP FOR GRADE DROP FOR GRADE �•-� :� o FIELD DETERMINE FIELD DETERMINE Left Elevation View Front Elevation View " 41104 IN — L J Scale: 1/4"=1'-0" 0 2 4 8 73Scale:1/4"=1'-0" 0 2 4 8 L J ' F%3111==i Fil=?= __I 'm cow 12=0" / 12-0" / 24'O" / I I I I I L I I I I 1 1 1I 1 I I 1 I I II 5 FOUNDATION PLAN Iii I II I I I I 1 1 1 I 1 11 A-8 Scale:1/4"= 1=0" 12 I l 0 2 4 8 N8 1 1 i I I I I I l 6111=ir= i I . III III NEI NM MN 1M MN - INN III - -_-®- I I I I I I I I I I I I I I I I I 1 r-. U EXTERIOR GARAGE N 0 GRADE TB' 7 "CONCRETE SLAB I N 0 Q io E MIN 3500 PSI CONCRETE I 1 ' r=1L111_=1 1 \ 1IL `—NO BASE GRAVEL REQ 0 v 111.I VAPOR RETARDER IS READ .E A "POURED WALL NMI q MIN.3000 PSI CONCRETE NO VERTICAL .1 REBAR REQD o o -#4 REBAR 48-72"oc - 6x8"FOOTER W/(2)#4 REBAR • MIN 2500 PSI CONCRETE w� c DETAIL 6 - FOUNDATION DETAIL Rear Elevation View F, ;u O 0 0,... 6 3 Right Elevation View �.,2a>= s,oe o A-8 Scale:N.T.S. - " 1/4"= % " . c°x0i- -a°i°. a....0 c v Scale:1/4 1 0 0 2 4 8 A-8 Scale: 1 0 0 2 4 8 ��L N�c ��� °v F61=limmmmullmi 119=F=111 i !i !I'°' ' !:i .cy NE - Q c 0. }°tn c45 o t°c> o+y :0„..1:„:33�m+ociTymo :a N0Nt UU C=La OC ` c0SSIotv41:''/,,�General Design Catena e ,``., ,,,1. Seismic design category-C k ' t`2. Con9 ete weatphering probapbility-Severe {�.., �a>3. Desi n winds eed-90 m h =` cr j¢. iI'4. Design ground snow load-50 psf // ��O .v� i ..{ �1 {4 Y5. Termite infestation-Slight to moderate •• [ 01�'. <Z- 6. Decay probability-Slight to moderate , ,9/''••••'' La~{� �O�7. Exposure category-B8. e region-No e� OF , ; \! 9. Soil type m Sand(SW),well drained L /'•yu>,•. rn o General Design Loads C• oi,s u 44 w -43 •' N47 E0, NdN 2nd Floor Load-40 psf live load plus dead load N o�0.d CU c d, Roof-50-psf ground snow load-design per ASCE-7 c°i o a o X y o C H Roof Design Load-35-psf per ASCE-7 d o, o o, +' W S+ L O O L N O co UU O1+ UIS N 4-+ >- NR'>- S O d d O 0, d, O t N N O d d C N 3 t N 3 I— O O.-a•' U £Z(i+'Z DRAWN gy DATE February 9, 2012 PROJECT NO. 12-1202 SHEET NO. Garage Foundation, Plan, & Elevations A-8 Scale: 1/4"= 1=0" J • • • BY REVISION gy Rev 1 3/10/12 SLOP SINK LOCATED ALONG REAR GARAGE WALL / 24-0" / / 241-0" FIELD LOCATE / Window Schedule to • DN N 2-8 UP0 ID Mfgr. Size Type Tempered Low E Rough Open. Glass Vent Egress Open. Glass Req'd Req'd Clear Open. W x H \ �' 1 Andersen 244DH2846-2 1W DH No Yes 5'-4"x 4-5 1/2 NA NA NA NA 2 Andersen A21 Awning No Yes 2'-0 5/8"x 2'-0 1/8" NA NA NA NA 6'-0"- -/ 3 Velux VS104 Venting SL Yes Yes 21-1/2"x 38-1/2" NA NA NA NA 36-in HIGH WALL \ _ OR RAILING Notes: O O ~ i *1 Windows shown are Andersen 200 Series Tilt or Equal 2 3 N � � *2 - Skylights are Velux or equal *3 - Contractor to verify rough openings with manufacturer's I 0 I specificationsprior to framing rough openings 41110 o P 4 O *4 - Should the contractor or client change the window manufacturer to one41) N 49 ` 0 • 4 4 GARAGE co GARAGE Q,' a N 4 4 C N N ~—+ cri g c=4 V w a w 2 3 .ell � �• O E74C 1rrlw F�1 NN � � F� E-+ PA p J. LI.......— W z o \ (2)2x12 E4 O 2-8 HEADER 1 N 16/0-7/0 OHDco w / 12'-0" / 12'-0" / / 24'-0" , r, ,,,, ...,...„..., „„,......... 2 GARAGE 2nd FLOOR PLAN GARAGE 1st FLOOR PLAN. i A-9 Scale:1/4"=1'-0" A-9 Scale: 1/4"=1.0^ 0 2 4 8 0 2 4 8 • i N NZ Vw 2x12 RIDGE N 0 CZ 2x12 RIDGE- C •E Q Q 2x10 RR-16oc 2x10 RR-16"oc N co / /// / /.'//. S IICE/WATER SHIELD 2x10 CJ 12 O / + SHIELD BOTH SIDESA w 8 M" „.s.- ICE/WATER /// // !. /// 8 2x10 CJ BOTH SIDES 16 oc /, // /, Woe /// /// ! ?+ / 2x6 BLOCK /// •/1//./ t// 2x6 BLOCK ,/ / 771 /, /./ / EACH BAY r EACH BAY /// / //./ / �I �� /// // .42.-0" 2/-0"/ /,/ //i /. /// /�/ /, /11 // 4 — STORAGE AREA cv .63 2x6 WALLS J r. 2x4 WALLS coSTORAGE AREA 16 oc //7• / //// / 16"oc o i w � dpN /// // r, HANDRAIL REQ'D -1 — 23-1 0 // // @ 32-36"AFT \ BLOCKING PER c°of corn ii.D.:::.: aBLOCKING PERo o t=�" v°4 -c T_/// /// \ \ \ @ MFGRSPECS ,E 0441 .•o„ 12-in 1 Joist 12-in oc r 0//, e. //' MPGR SPECS ! °� /i/L----- i \ _ oWoo�m� cy� N= / / co V.M 3 C_t O a+l,a)�+•o Off. .� NE / / '"00 c4)L. VOLT Q /}�/, Otn0 C1”Ct a)� ®01, /" /1/ / /// / e - CS0 CD N<)C 14 O M E > '"O 2x8 WALLS w ova,LoO ctLa oc // // // � t%iy33 y•+'o �,00a am ��/ I .1./////7 / 2x6 WALLS/ •- 16"oc Z�ZJ o,.O- N++.O MW /.7/1/1/ / 16 oc� :- 9"RUN wI GARAGE �Q�y`(v °w,!1:e�l / / / / / Zb 14/8"NOSE IELD BERIFY ��" ��� 4<1 o ///.2// . / . i. / / 23=1" „' ; +" .x= / / // / 6,0"� •--, 11----------4"CONCRETE SLAB \ — �; �,. ; '. :." ,// ///' 8 POURED WALL '� (5>2.;..424*• , 5�'I <,,^•� w�` /// • /// 8"POWALL----\\ RED—� MIN 3000 psi `°.,`{ Os..`* f �4 .e // // MIN 3000 psi \ 24 /— 24'-0" 401„ .- Fd' • a�I 0 "f i ./t. / /// // C d 73 / . // // / // f • • • • U U N _ N • • • • c +' N S U-Pw.0 U O O c 0+044, a, oU c a L16x8"FOOTER c•N e d o X y o c,�,'� 16x8"FOOTER a a, _ +� m +� o, / 4-2" / 4-2w�, COCTION 3 GARAGE SECTION W/(2)#4 REBAR a o a o, u o Y W/(2)#4 REBAR MIN 48"BFG o°, o, � 0 s 3 L L > in L MIN 48"BFG 4 SECTION 4 - GARAGE SECTION A-9 Scale:1/4"= 1-0" a 4,N o o N >- 0 2 4 8 a, oaoca, co3 A-9 Scale:1/4"=1'0" o a-o+, u czo+s+z s DETAIL 9 - ICE/WATER LOCATION 2 4 8 DRAWN gy 0 A-9 Scale:N.T.S. 19011=6=2==J DATE February 9, 2012 PROJECT NO. 12-1202 • SHEET NO. Garage Details A-9 Scale: 1/4"= 1'--0" :..__.:71_ _ 1 -__ -._ .... _ _ ___ ______ ______.. _1i _._.. _ I: t•i. . I ii . BY REVISION 1 GY Rev 1 2/29/12 Revised Garage / 24'-0" / -I \ I I I I I I l I I I I I l I l I I I _ to I-- -� I I I I I I I I 11 z- NI i I I II I I I I I I I I I I 12 1e ` 1 l 1 I I I I I I I NI e _ I�o �N ■ - - I I II I I I I Io 4"CONCRETE SLAB I I I I 11 1 I I I I I I MIN 3500 psi I I I I I I fill I . I 4110 1 1 1 1 i 1 i I CO LCD • POURED- -f WALL O 0 0 l 16x8"FOOTER CO C\2 4 W/(2)#4 REBAR •a I Nt l ) MIN 48 BFG N c0+- limimmi u., g 0 Zti' 9,n w D °tip• w a w D -9! o IMIIIMINIMINIMI H _ - rP4-� - _ z o DROP FOR GRADE DROP FOR GRADE = P.M. FIELD DETERMINE \ FIELD DETERMINE N — L 1 J _ _ ►—, w • eft Elevation View Front Elevation View w 1 coA-8 Scale: 1/4"= 1'-0" ® 1'Scale:1/4"= --0" 0 2 4 8 0 2 4 8 / 121-0" / 12.-0" / Fle!i=lk ] 7611=1.1riii / —24'-0" / CA-8 FOUNDATION PLAN i Scale: 1/4"= V-0" 0 2 4 8 119=F=ii • I I I I I _ 12 1 l I I NIB K. , 0 0 EXTERIOR GARAGE •a O 'Q /-8"--/ CD Co T "CONCRETE SLAB � GRADE TB� - " . • e MIN 3500 PSI CONCRETE CO CO 1L=.11=11 `� —11.11:�L�i 0 � (ti H O BASE GRAVEL REQ �` 0 II.IL VAPOR RETARDER IS REQ'D I. Ir11 /--8"POURED WALL • 1L11 MIN.3000 PSI CONCRETE , V ICI= NO VERTICAL II REBAR REQ'D li #4 REBAR 48-72"oc I • -16x8"FOOTER W/(2)#4 REBAR MIN 2500 PSI CONCRETE T o c o :12 04- at 00 C C DETAIL 6 FOUNDATION DETAIL -' A-8 Scale:N.T.S. ow°ica oNno mN�2 N8 4 Rear Elevation View 3 Right Elevation View o�,00��o �o�,�T A-8 Scale: 1/4"=1'-0" A-8 Scale:1/4"=1'-0" OOo N aci o .c 0 2 4 8 0 2 4 8 cii!s;3L"w�c-co Ty02 am F164=11 =i Fill=r=lei I 0- Z.- N in oFessIonq9 ! • - General Design Criteria � �,�, :' i : i :IT �1���'i'',,y .r ti A P 4 1. Seismic design category-C ��• 2. Concrete weathering probability-Severe r,'•<,., '-" hr i ��� }} 3. Design wind speed-90 mph ',aj 4jt 0 j€_ i�i tf r,6c'' , L L. 4. Design round snow bad-50- sf .{•". 5. Termite infestation-Slight to moderate La ate-c o,c o iv 6. Decay probability-Slight to moderate o s L o E.0 c d 7. Exposure category-B a� N 0.)s „+,W el c0 I 8. Wind-borne region-No 00 lb N C o 0 0 a a 9. Soil type-Sand(SW),well drained "a C u. o e n a, o +p v +p a General Design Loads c 13.2 C u L.y d>in L 2"d Floor Load-40 sf live bad plus dead load • '^+s, s+'n i N r P P o, od d C d s C o, a Roof-50- sf round per snow load-design ASCE-7 .C4- L L.0o o, 0:00-CM P 9 9 P I- 0 o.73+' u EZU.PZ Roof Design Load-35-pot per ASCE-7 DRAWN gy . DATE January 17, 2012 n PROJECT NO. t-r1 12-1202 co N .! p CD Garage Elevations & • SHEET NO. [.. Foundation Plan & Details A-8 Scale: 1/4"= 1-0" 1 • n- /IS2D Af--- i/ri-(-(-- _._____-__ __ _. _-- _________-- --_._ u - ___.___ _- ___._. .. _.. - -_-- --__ --- _.__.- - I ____- _- _ _-._.. - -__ _ -..�._ _._ ___. -..._ _____.. -._-_ -_ _.__.__--____....__ _ - _-. - ___ _ _ ____-_ -._ BY REVISION �• I GY Rev 1 2/29/12 Revised Garage ofrvtiteA SLOP SINK LOCATED ALONG REAR GARAGE WALL / 24'-0" / / FIELD LOCATE 24'4" / V \ \ 0. Window Schedule 1 DN I‘ fib UP vk N r ID Mfgr. Size Type Tempered Low E Rough Open. Glass Vent Egress Open. I 0 1 \ 1. Clear W x H ---/) GlassRegd Req'd Open 1 Andersen 244DH2846-2 1W DH No Yes 5'-4" x 4'-51/2" NA NA NA NA —,'. ■- 1 2 Andersen A21 Awing No Yes 2-0 5/8" x 2'-01/8" NA NA NA NA 36-in HIGH WALL 3 Velux VS104 Venting SL Yes Yes 21-1/2' x 38-1/2' NA NA NA NA OR RAILING _ \ L,,,�d 0 Q ,. N A—, �, Notes: 0 it'Z a � = o *1 - Wndows shown are Andersen 200 Series lilt or Equal III 1 fill1 v • *2 - Skylights are Vdux or equalOco o *3 - Contractor to unify rough openings with ma lufacturer's 1 1 ® s �,,,,� o co specifications prior to framing rough openings *4 - Should the contractor or client change the window manufacturer to one GAR AGE • • 4 GARAGE a in 1,---4 crl g , , N N P4 C_'7 U r w M^ w ! ^ `,yam: o I Ct., cp-ivd°' i '3 t L. • E--1 _P4A4 e4 <> 1 <> C,.. c4r6 w – ua C/.,---------- W z o w E • i___(2E, Ch O _ HADER2x12 2-8 I 16/0-7/0 OHD N \ I' 'II 'I `r \ \ I .� \ w E- / 12'-0" / 12'-0" / / 12'-0" / 12'-0" / '6 / 24'4 " / / 24'-0" / J 2 GARAGE 2nd FLOOR PLAN GARAGE 1st FLOOR PLAN A-9 Scale:1/4"=V--0" ) A-9 I Scale:1/4"=1'-0" 0 0 2 4 8 2 4 8 ' FII=F:21C .m4 11211241=2211 • '4 2x12 RIDGE 2X12 RIDGE U N N t 2x10 RR-16"oc 2x10 RR-16"oc O' Q U // / /. //./ ' / 12 12 CO N CO 0 / ICE/WATER SHIELD ICE/WATER SHIELD '� // /� • M2XWCJ 2x10 CJ + 4 �/ / ' ¢ �/ // Inc 8 BOTH SIDES 16"� 8 Q BOTH SIDES / //.• / / \ � . .2 \ � // 2x6 BLOCK 2x6 BLOCK / 4 IV EACH BAY • 17 EACH BAY ////2/, /17 .7/ f-2 0"/ 2.0"? /. //.i / //./ ' // N. / / / STORAGE AREA – p coo 2x4 WALLS STORAGEAREA iso 2x6 WALLS / 16"oc �16"oc �_ , // % /// HANDRAIL REQ'D `'•' /✓ „ 23"1" v ✓ / c ///.7 / /�� _ @ 32-36 AFT BLOCKING PER y \ BLOCKING PER cv o v o1:: c' ✓ // / / / f/ 12-In I Joist @ 12-in oc ° ° `c// / II MFGR SPECS 9 MFGR SPECS °/ / c oo .vtoa.7F U/ // o� oaadej / / { owoo 180 O �'�1::::: CN� /// / /// / '� A °cama:a ®:/ / /iSTARS: ^ 2x6 WALLS " > Uo;, Napo �°2x6 WALLS v�cn cv v °c> �// // 8-3/32 RISE ._ f� N._ ; wr vv/ // / // 9 RUN w/ 16 oc • 16 oc H; '° `- . a am// // 1-1/8"NOSE o, v dL o tta o cFIELD BERIFY–J GARAGEo-Zw n.•v_ ..+.v Uw/ / Z– M/ ��. /// ®�9®d� reIg,��� / /// /./ // /././//1/ / _ /// // // _ {-; 6�0" \ / 4"CONCRETE SLAB b •,�14 /// /// /• 8"POURED 8"POURED <' t k. ' `,^��° /// /// WALL WALL * r // // - 24'-0" MIN 3000 psi /-- 24'-0" �, MIN 3000 psi -- ,r /A R �: ry ciD 0 16x8 FOOTER 16x8 FOOTER t u o-a o, o" a; E ION W/r28#4 REBAR COCTION 3 - GARAGE SECTION W/r28#4 REBAR a° 3 o) /-4'--2"—� /--4-2"--� 4 SECTION 4 - GARAGES CT MIN 48"BFG MIN 48 BFG a N c �v, �v, -9 Scale: 1/4"=1-0" ° oa, C o, u Y O Y 0 2 4 8 – VI �_C3LL > VIL A-9 Scale:1/4"= 1=0" a s oU, c+'L °} oi,1>° 0 2 4 8 4-s+� +� 0, 5 DETAIL 9 - ICF_/WATERLOCATION 10) OddC0) 3C11.13 5-O ate+' U EZU+S+Z 14-9 Scale:N.T.S. DRAWN gy DATE January 17, 2012 PROJECT NO. • 12-1202 SHEET NO. Garage Floor Plans, Sections & Details A-9 Scale: 1/4"= 1=0" • • fI - y s' m f ^. y\ `` u:. 'may'. x NOWARNERSO a w Y A it . f ti•, y ` • t o ADAMS STREET C , :, z . . m kf : , o Ni FOUND CAPPED F � w IRON ROD ,� ' f� qq l � H. k '✓ Y ~s .. ! � r . 3, ..r/ ;. y \ ,k Shy y s y k vi N -''.1.1515,!. rte* $ Amp"+ .:H Y ` .%R � ' tt: ..„.0..:0,' ili � '� a b yu y` : ` f � fi to * 'fcG/f 'f• r = it *�' �� "@ faAH // 4 sjn mt me r .E .,'::' f f •,'� f #s *,�* *:. wiFff///:.f.Ff gic f :yao>s+a\ •ninety .. & 3i; »r ", ` ..ui •yf,,,// Nrowslimelognmemat,: magos*Wmermkon.,,:ni,:.;:.;;;::,.,.,,,„„,,.,„,,,,,:;,;!.,.:;:: AVNIkeleir N f,H H r ,...,mem lR ov * x h rg �,; f € r r y s r iinietinliiiinaigiVig 0 v904:Milt.::::.:AigiliMeliAliM'Iiii:Iiitilii,,,j0'41EV:Es!:§YrtMeiginiagetiii]ln:::•Zigt:::.:90'.:10...11121rtim.. ILS. 11 --41111•10....._____Qtivaaio........_ 111:11!:„r00.611,111011111•1111110:*pHi:011 i L, .... , r � N LOT 65 LOT 66 LOT 67 LOT 68 1076:9 LOT 70 LOT 77 LOT 72 (MAP REF.NO.1) (MAP REF. NO. 1) (MAP REF. Na 1) (MAP REF.NO. 1) (MAP REF. NO.1) (MAP REF. NO. 1) (MAP REF.NO. 1) (MAP REF.NO. 1) VICINITY MAP SCALE: I"=250' LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF N BONNIE L.SMITH LANDON M.MOORE,JR. N DEMOLTITION NOTES: BOOK 1686 OF DEEDS,PAGE 719 RICHARD W.AND ELIZABETH A.ALLEN BOOK 1368 OF DEEDS,PAGE 726 1. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS FROM THE CITY OF SARATOGA AND OTHER BOOK 525 OF DEEDS,PAGE 376GOVERNING AGENCIES AS REQUIRED PRIOR TO COMMENCING WITH ANY DEMOLITION WORK ON THIS SITE. 2. CONTRACTOR TO PLACE STABILIZED CONSTRUCTION ENTRANCE, SILT FENCE AND OTHER I I SEDIMENT CONTROLS NECESSARY PRIOR TO BEGINNING DEMOLITION WORK. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION ,5'\1/ x AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO OWNERS REPRESENTATIVE PRIOR N 12'00'00"W 200.00' TO STARTING WORK. x-x� I - 4. ALL MATERIAL REMOVED FROM SITE SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. xx x-x x x x x k x x x x x-x- x xx-x-x X x x-Lx x x-x-x x N 5. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNERS REPRESENTATIVE AND • WIRE FENCE (TYP.) N APPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION. p 6. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING THE DEMOLITION xiii A',ri/.4 PARCEZ Na d SHED PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE UTILITY COMPANIES OR 179.29-2-9.2 z z _� N THEIR REPRESENTATIVES PRIOR TO BEGINNING WORK. Ts1X.1/4P P.JrPCEL Na _ d /79.29-.2-7 . 310--------' 10 'f SS ao Imo'',} x �� Z g o N CITY OF SARATOGA SPRINGS STANDARD NOTES: o I- ,- N 1. ALL WORK MUST CONFORM TO ALL FEDERAL STATE AND CITY CODES,SPECIFICATIONS, x LOT 51 ORDINANCES, RULES AND REGULATIONS. L0754 LOT 52 (MAP REF. Na 1) N 2. THE ELEVATION BASE FOR THE CONTOURS AND BENCHMARKS ARE BASED ON THE LOT 56 LOT 55 x (MAP REF. NO.1) LOTS, (MAP REF.NO. 1) r0 LOT50 LOT 49 _ NATIONAL GEODETIC VERTICAL DATUM, 1929. (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF.NO. 1) \ (MAP REF. NO. 1) (MAP REF. NO. 1) W 3. ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED SHALL BE LEGALLY I • WDISPOSED OF OFF-SITE BY THE CONTRACTOR TO A LOCATION APPROVED BY THE CITY. (r 4. THE CONTRACTOR MUST SET UP A PRE-CONSTRUCTION MEETING WITH THE CITY ENGINEER x PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CIN ENGINEER OR A (/) DESIGNATED REPRESENTATIVE ARE REQUIRED.THE COST OF THE CONSTRUCTION LANDS NOW 0i FORMERLY OF x INSPECTIONS IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER.AN ESCROW ACCOUNT GARY AND PHYLLIS TORRISI I6 z • TO COVER THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR TO ANY x CONSTRUCTION. BOOK 1187 OF DEEDS,PAGE 156 I ,___N LANDS NOW OR FORMERLY OF 5. THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE BUILDING INSPECTOR IF ANY KELLY ANN McSPIRIT AND L BLASTING IS REQUIRED FOR THE PROJECT. x w CHRISTOPHER R. HANLON 6. THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE STREET OR RIGHT-OF-WAY OF ANY CITY STREET, ROAD o _ BOOK 1576 OF DEEDS,PAGE 186 OR ALLEY. x 7. ALL POINTS OF CONSTRUCTION INGRESS OR EGRESS SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR DEBRIS ONTO A PUBLIC ROAD. CoNC . 8. NO CERTIFICATE OF OCCUPANCY WILL ISSUED UNTIL ALL SITE WORK HAS BEEN PAD ` _ L f i COMPLETED IN ACCORDANCE WITH THBEE APPROVED PLANS;AND AN AS-BUILT DRAWING HAS \'< 311 o z BEEN PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. \\\ w W a_ o U o oy N WNOTES: GAZEBO N IX 310 Z I. THE UTILITIES SHOWN HEREON WERE OBTAINED BY A FIELD SURVEY OF OBSERVABLE . N LOCATIONS. THERE MAY BE OTHER UNDERGROUND UTILITIES WHICH ARE UNKNOWN TO THE UNDERSIGNED AND ARE NOT SHOWN HEREON. "DIG SAFELY NEW YORK" MUST BE a \ W CALLED (800- 9G2-79G2)PRIOR TO ANY EXCAVATION OR CONSTRUCTION. /^ I a ,,, 2. FIRE FIGHTING IS ANTICIPATED FROM THE PRIVATE DRIVEWAY ACCESS, 3 ADEQUACY IS TO BE VERIFIED BY THE FIRE CHIEF. to a01,, " 3. THIS PROJECT I5 THE SUBDIVISION OF TWO EXISTING LOTS INTO 3 LOTS. N 6 II / ,,, S12'00'00"E 200.00' O FIRE RIMDRYWELL 308.87O n HYDRANT V1 SSMH RIM - 310.00 INV. IN N = 303.16 DRYWELL WATER RIGHT OF WAY = 50 FT. INNV. IN S - 303.16 VALVE FT. INV. OUT(W) = 303.20 0 RIM - 309.ae' X09 WIDTH OF PAVEMENT - 20± !kA309.3 6• WATER MAIN O .• +W W W W , , - _ INV. IN = 303.16 -SS SS SS SS SS SS SC SS SS SS SS S SS SS SS SS+ SS SS SS SS SS S SS SS SS SS '- - - :- 550 FT. DF 8, 7. ► CLAY PIPE AT 0.26 JACKSON + 309.2 FLow309.5 ss STREET SP�TYP;E N 8 � fs, OVERHEAD UTILITY ONES (NP.) a r / ' to ul' EXISTING CONDITIONS SCALE: I'=20' / OWNER/APPLICANT: JELENIK CONSTRUCTION CO., LLC 376 BROADWAY SUITE L6 EXISTING CONDITIONS PLAN SARATOGA SPRINGS, NY 12866 (518) 583-7195 LANDS OF JELENIK CONSTRUCTION CO. , LLC APPROVAL: jj�� JACKSON STREET ATP-OVED UNDER.AUTHORITY OF A RESOLUTION ADOPTED CH'I e-- d� BY THE DATE REVISION NO. SCALE: P 9�i :OARD OF THE CITY OF SARATOGA SPRINGS. 3/226/07 REVISE PER PLANNING COMMENTS FOR ��,Of NE I ".-=20' .f FIRST SUBMITTAL TO PLANNING BOARD I , Q- P�. / � � / 5/29/07 PERF PIPE ALONG FRONTAGE PER Cry Q� C `�.��. CHAIRPERSON DATE flIPAr / _ D7 .. CITY OF SARATOGA SPRINGS ! - PWG BRD.SIGNATURE SUBMITTAL 2 r- J 4Y t �t�'. PARAGONs;/13/07 PER FINAL COMMENTS FOR SIGNATURE 3 - 0 Y t , SARATOGA COUNTY, NEW YORK .i D GN CERTIFICATION: x ENGINEERING P.L.L.C. MARCH 14, 2007 I,etweigi.'Waldman,A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK LICENSE No.080299 �O P.O.BOX 4139 NO. 080299,DO HEREBY CERTIFY THAT THE STREET SYSTEM,WATER SYSTEM FACILITIES,SANITARY �A v QUEENSBURY,NY 12804 UNAUTHORIZED ALTERATION OR SEWER SYSTEM FACILITIES, AND STORM DRAINAGE FACILITIES FOR THIS PROJECT HAVE BEEN ROFESSION� (518)745-1018 PROJ. NO. 07 00 I .SP02 ADDITION TO THIS DOCUMENT IS DESIGNED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, LOCAL AND CITY STANDARDS ara oven ineerin adel hia.net VIOLATION OF SECTION 7209, P g g g� F SHEET: SUBSTATTENEDUCATION LAW. YORKSION 2, OF NEW CLARK R. MLKINSON, P.E. 1 OF 5 NYS P.E. LIC. NO. 080299 ,I .. i .__ ._.1 u.-..>4. 1 11 ,.3 L / ADAMS STREET FOUND CAPPED IRON ROD / / r / / / LOT 65 107 65 LOT 61 LOT 6B 10769 LOT 10 LOT 17 LOM (MAP REF. NO. 1) (MAP REF.NO.1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) / LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF BONNIE L.:SMITH BOOK 1686 OF DEEDS,PAGE 719 RICHARD W.AND ELIZABETH A.ALLEN LANDON M.MOORE,JR. r BOOK 525 OF DEEDS,PAGE 376 BOOK 1368 OF DEEDS,PAGE 726 / / -1 I / I �. N 12'00'00"W ® // 200.00''��1 �` PO NDROO -x-x x-x-x-x- 0_00' x-x--fc-x x x x--Lx-x-70.00',x-x-x-x-x xi-x-x x--�•�X X70.00' -x-x-x-x 1\ 0 �x WRE FENCE(NO ENCROACHMENT) ` X \\ r •.. lit,//.4P ROM NQ I `I TA.I',!/.4P P.4.f1 2 A2? .-- SHED r I 115!19-Z-.ff7 I ` 179.79-Z-7 x\ :LiA; ir 1 ig I - ..•310- I �.- 1.5'± I-+- x \�UF - a. I AOFREXISTING A ,_ �_ __ x iff( 2s FT.BIRO UNE(TYPJ / I � .....--,, q 1- IN-GROUND POOL 1 I r - \ C Lor56 107 55 LarS� I Lor, ,;r 1 r I I I \J,Q� / �� LO 52 x I I I 1075> T 10750 10719 (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) J II I 1 (MAP REF. NO. 1) \` (MAP REF. NO. 1) I I (MAP REF. NO. 1) \ (MAP REF. NO. 1) (MAP REF. NO. 1) LU � li 'LOT 1 .. � � IIJ111 / LOT2 LOT 3 1- LANDS NOW OR FORMERLY OF �IREA=7,500±SQ.FT. AREA=8,750±SQ.FT. I ,� AREA-8,750±SQ.FT. REMAINS U) STOGARY AND PHYLLIS TORRISI ` I=•••• \ J g BOOK 1187 OF QEEDS,PAGE 156 " �� I `_ /// I II (NO ENCROACHMADE ENT) `� , r 't' _. I LANDS NOW OR FORMERLY OF I KELLY ANN McSPIRITAND / CHAIN LINK FENCE I I / CHRISTOPHER R.HANLON ,----X X X X ...,��_ W "' o / c c BOOK 1576 OF DEEDS,PAGE 186 >I x x x \� x x-x-x-x \{---- ---_' \\ I I / o / c:oNa \ PAD \ \ I \- -- I 1 ^ �" \ ` \\ \ / EXISTING GA E / Z I \ ^311--- / TO SE DEMOLISHED / NG HOUSE \V, / \\ _TO EIDEMOUSHED I// / L�,� I �+ 3 I N. I \\ D O O O --I �/ 9 w / GAZEBO • l` O to -.1-- CC'.�..� O N / b0 F310-.....„- / U ____._ // v) o L- I of I < / o _I J / 10 FT. BLDG. UNE(TYP.) > I. ® 60.00' '-x-11 70 / 70.00' �, Oil IS .00 r • U / 512.00'00"E I 200.00' / FIRE 0 i I DRYNEI L QQ / HYDRANT ...•-• i I RIM .308.87' PS / 0 I i / /... SS IN `�y RIM . 310.00 • / INV. IN N . 303.18 DRYNELL WATER RIGHT OF WAY 50 FT. • INV. IN 3 - 303.1: / RN • x.48' ��� 2.3 WIDTH OF PAVEMENT - 20t FT. INK INOut ) . 30320 (D 309.3 6' WATER MAIN --SS SS-SS -BS -BS 8S ",S S SS-- --SS-��SS--'a5---+SS 55�--SS SS SS SS SS $S ,........, -, ,______ .� 550 FT.OF 8'CLAY PIPE AT con 309.2 FLOW f JACKSON STREET SPOT3ELEV. % 8" :- �__1;= 7.---. OVERHEAD MTV LINES(TYP.) _-_ i i. ___r_._. -_.__..... b. / I. • ../ /// • (------- , 1 . . .... /.. ,..... i. .. �• �■ ZONING INFORMATION: ......... .. ,......,,,...1=iir� ZONING DISTRICT: UR-2 MINIMUM OT- �, L S ZE. 6,600SQ. FT. -•i• � MINIMUM MEAN LOT WIDTH: 60 FT. Niwimilli so MAXIMUM PERCENT OF LOT TO BE OCCUPIED BY: .�, ACCSISORYUIDLIDING:300% MINIMUM YARD DIMENSIONS: in111 FRONT: 10 FT. 00,47,---t REAR: 25 FT. illi 11,i ONE SIDE: 8 FT. o �, TOTAL SIDE: 20 FT. est ' PRINCIPAL BUILDING: s *IX �^ MINIMUM FIRST FLOOR AREA: ■ 1 STORY: 900 SQ. FT. . 2 STORY: 700 SQ. FT. aris 11. bMAXIMUM BUILDING HEIGHT: 60 FT. -� � � MINIMUM DISTANCE FROM ACCESSORY BUILDING TO: 1111111111 • PRINCIPAL BUILDING: 5 FT. OW/111111111: ycEN ' ' ` FRONT LOT LINE: 10 FT. ■ SIDE LOT LINE: 5 FT. ri. '" REAR LOT LINE: 5 FT. �, MINIMUM PERCENT pF LOT TO BE PERMEABLE. 25% 11111 11111 1101001k �, CITY OF SARATO` GA SPRINGS - STANDARD NOTES: Vii147.11 ai -- '� 1.) ALL WORK MUST CONFORM TO ALL FEDERAL, STATE AND CITY CODES, - .( SPECIFICATIONS, ORDINANCES, RULES AND REGULATIONS. 0 li4al a SI iacis0 2.) ALL REFUSE, DEBRIS AND MISCELLANEOUS ITEMS TO BE REMOVED t ' SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR REVISIONS: TO A LOCATION APPROVED BY THE CITY ENGINEER. IIP liiiarili ., 3.) THE CONTRACTOR MUST SET UP APRE-CONSTRUCTION MEETING 1.) MISCELLANEOUS REVISIONS ON JUNE 13, 2007. �� WITH THE CITY ENGINEER PRIOR TO ANY CONSTRUCTION. CONSTRUCTION INSPECTIONS BY THE CITY ENGINEER OR A DESIGNATED REPRESENTATIVE ARE REQUIRED. THE COST OF THE CONSTRUCTION INSPECTION IS THE RESPONSIBILITY OF THE APPLICANT/DEVELOPER. AN ESCROW ACCOUNT TO COVER .."N'' SITE LOCATION MAP THE COST OF THE INSPECTIONS MUST BE ESTABLISHED PRIOR pyo of NETy' TO ANY CONSTRUCTION. ,�P�- G, moy '�°; NOT TO SCALE NOTES: 4.) THE CONTRACTOR MUST OBTAIN A BLASTING PERMIT FROM THE 4 co•CI a £,4ibins • ��•' EY DANIEL C. WHEELER, LS BUILDING INSPECTOR IF ANY BLASTING IS REQUIRED FOR THE • + Ii� r, ';weµ PROJECT. r +�, - , 11 m 1.) UTILITY LOCATIONS SHOWN HEREON WERE ESTABLISHED BY ACTUAL FIELD '�`�I� S5 CIATES LLC s ! _"� Q #r LOCATION AND MAP REF. NO. 2. ALL UNDERGROUND UTILITIES MUST BE 5.) THE CONTRACTOR MUST OBTAIN A STREET OPENING PERMIT ISSUED ';, �O i MARKED AND VERIFIED BY EXCAVATION PRIOR TO CONSTRUCTION. BY THE DEPARTMENT OF PUBLIC WORKS FOR ANY WORK IN THE .tis,, 50131 JvJ�,o� PROFESSIONAL LAND SURVEYING STREET OR RIGHT OF WAY OF ANY CITY STREET, ROAD OR ALLEY. LAND 5,N), 2.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE "'""."0° ORA TITLE REPORT. 6.) ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE DANIEL C. WHEELER 432 BROADWAY, SUITE 5, SARATOGA SPRINGS, NY 12866 MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT OR P.L.S. LIC. NO. 50,137 PH. (518) 583-7302 FAX (518) 583-7303 3.) THIS SUBDIVISION IS PRESENTLY TAX MAP PARCEL NOS. 179.29-2-7 AND DEBRIS ONTO A PUBLIC ROAD. 179.29-2-9.2 (INSIDE DISTRICT). 7.) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED OWNER/DEVELOPER JELENIK CONSTRUCTION CO., LLC 4.) THE TOTAL AREA OF THIS SUBDIVISION IS 25,000± SQ. FT. PLANS AND AN AS-BUILT DRAWING HAS BEEN PREPARED IN 376 BROADWAY, SUITE L6 ACCORDANCE WITH THE REQUIREMENTS OF THE CITY ENGINEER. SARAT PHONE:GA SPRINGS, NEW YORK 12866 5.) IRON RODS ARE TO BE SET AT ALL PROPERTY CORNERS. PHONE: (518) 583-7195 6.) IT IS THE INTENT OF THE OWNER/DEVELOPER TO CONTRIBUTE A FEE TO THE CITY OF SARATOGA SPRINGS IN LIEU OF LAND FOR RECREATION. MAP REFERENCES: TITLE: SUBDIVISION PLAN 1.) MAP ENTITLED "MAP OF PROPERTY OWNED BY J.M. ADAMS H. KNICKERBACKER, SUBDIVISION C.E. LELAND AND E.H. CHAPMAN", DATED 1871 AND FILED IN THE SARATOGADEED REFERENCES: O LANDS I 'OR COUNTY CLERK'S OFFICE AS MAP N0. "Z-83". 1.) DEED DATED AUGUST 5, 2003 FROM ALVIN V. NORDSVEN TO JAY NUDI AND LINDA NUDI JELENIK C CO. , L AND RECORDED IN THE SARATOGA COUNTY CLERKRK''SSOFFICE IN BOOK 1654 OF DEEDS 2.) CITY OF SARATOGA SPRINGS UTILITY BASEMAPS, BEING INDIVIDUAL PLANS AT PAGE 195. SHOWING LAYOUT OF WATER, SANITARY SEWER AND STORM SEWER AND FILED IN THE CITY OF SARATOGA SPRINGS ENGINEER'S OFFICE. 2.) DEED DATED AUGUST 5, 2003 FROM ALVIN V. NORDSVEN TO JAY NUDI AND LINDA NUDI AND RECORDED IN THE SARATOGA COUNTY CLERK'S OFFICE IN BOOK 1654 OF DEEDS AT PAGE 197. LOCATION: DATE: CERTIFICATION: CITY OF SARATOGA A SPRINGS MARCH (INSIDE DISTRICT) 14, 2007 THIS SURVEY WAS MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE AP vE UNDER AUTHORITY OF A RESOLUTION ADOPTED 6 7'>6)-C,2 SARATOGA COUNTY, NEW YORK ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANNING BOARD OF THE CITY OF SARATOGA SPRINGS. •L / CHAIRPERSON SCALE: SHEET 2 OF 5 Y 1 INCH = 20 FEET D SIGN S MAP NO. 2007-02-04 LAYOUT NOTES: / FINIAL - SAME FINISH AS POST z f 1. ALL LINES AND DIMENSIONS ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH ALZAK DISC REFLECTOR C7 I THEY ARE MEASURED UNLESS OTHERWISE INDICATED. 2. ALL LINES AND GRADES PER DRAWINGS SHALL BE LAID OUT BY A NEW STERNBERG MODEL C YORK STATE REGISTERED CIVIL ENGINEER OR SURVEYOR ENGAGED BY THE CONTRACTOR. D650 15-7/8" X 20" -I ALL STAKED LAYOUTS OF PAVEMENTS AND SITE IMPROVEMENTS SHALL BE APPROVED BY THE 100 WATT HPS POLYCARBONATE ACORN i OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. (SEE NOTE 4) GLOBE (1) O .0 3. STORAGE AREAS FOR CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE ON AND WITHIN 120 VOLT 1- LIMITS OF WORK AS SHOWN ON THE PLANS AND A5 APPROVED BY THE OWNER'S MOGUL BASE SOCKET TYPE 5 GLASS REFRACTOR Z REPRESENTATIVE. WITH PHOTOCELL BALLAST COMPARTMENT 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION QQP 0.250" WALL THICKNESS ►y -I-) AND REPORT ANY DISCREPANCIES IN THE SITE SURVEY TO OWNERS REPRESENTATIVE PRIOR i 1� TO STARTING WORK. w 5. AT ALL LOCATIONS WHERE EXISTING CURBING, BITUMINOUS CONCRETE ROADWAY OR. 7 Z CONCRETE SIDEWALK ABUT NEW CONSTRUCTION,THE EDGE OF THE EXISTING CURB OR 0 a-1 PAVEMENT SHALL BE SAW CUT TO A CLEAN,SMOOTH EDGE. PROVIDE PAVEMENT KEY AS DETAILED. TACK COAT EXPOSED EDGES OF EXISTING BITUMINOUS CONCRETE PRIOR TO PLACEMENT OF NEW BITUMINOUS CONCRETE PAVEMENT. Irip - 6. BITUMINOUS PAVEMENT SHALL NOT BE LAID WHEN GROUND TEMPERATURE I5 LE55 THAN 40° F. AND AIR TEMPERATURE IS LESS THAN 50°F. 7. ALL LIGHT STANDARDS SHALL BE LOCATED AT A MINIMUM OF TWO FEET SIX INCHES(2'-6') n ►� •- FROM BACK OF CURB;VERIFY W/OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. =""1 -1---/ LOT 65 LOT 66 LOT 67 LOT 5.8 LOT 69 10770 LOT 71 LOT 71 8. DIMENSIONS ON PARKING LOTS AND ROADWAYS ARE FROM FACE OR BOTTOM OF CURB TO I FACE OR BOTTOM OF CURB. (.DSTERNBERG MODEL (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO.1) (MAP REF. NO.1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF.NO. 1) W 3" TO 4" TAPERED POST D cip 9. ALL NEW WORK SHALL BE STAKED-OUT PRIOR TO CONSTRUCTION. OWNER'S REPRESENTATIVE I O 6061-T6 STRUCTURAL SHALL BE NOTIFIED OF ANY DISCREPANCIES. iN GRADE ALUMINUM 00 WALL • 10. FIELD ADJUSTMENTS MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE AND �+ (I) LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF APPROPRIATE MUNICIPAL OFFICIALS PRIOR TO CONSTRUCTION. N 0. 4212-T Li_ BONNIE L.SMITH LANDON M.MOORE,JR. I I I. ALL EXISTING UTILITIES SHOWN IN THEIR RELATIVE POSITION. CONTRACTOR IS RESPONSIBLE Q BOOK 1686 OF DEEDS,PAGE 719 RICHARD W.AND ELIZABETH A.ALLEN FOR VERIFYING THE EXACT VERTICAL AND HORIZONTAL POSITION OF EXISTING UTILITIES PRIOR BLACK FINISH BOOK 525 OF DEEDS,PAGE 376 BOOK 1368 OF DEEDS,PAGE 726 TO CONSTRUCTION. POLE WELDED FOR SINGLE UNIT CONSTRUCTION W Z E -J 0 0nk ACCESS DOOR WITH FLUSH P" STAINLESS STEEL ALLEN / i i HEAD SCREWS / { • ,� 17" DIA. BASE WITH 0.750" FLOOR THICKNESS w0 W O N12'00'00"W O // 200.01%�3 x .250" WALL f 4 ANCHOR BOLTS AND 1 GROUND LUG n A -x-x x-x x x-60_00' x -x x-x-x-x x-70.00' x-x x-x x1x x x 70.00' x x x-x- ~N 3 J A - �x 3/4" CHAMFER 7 0 �f �.\.\.\.\.yv FINISHED GRADE b _ \ /� � ' N z i\�%/�\e • • �`t\�,•t„- ZINC PLATED ANCHOR BOLT Q R L 9 \ . \.�. \\.\\.�\.\\.\\ � : TAA' iewczz NO. •W , I � ` " /p�/ • //p//\\//\\//\\ ASSEMBLY PER MANUFACTURER'S 4 E� Q N z = \ \\O\\ F=-'1 H !79.19-2-9.2 7 6} \ PROS. 2-CAR z _ • . 7T.9.Y f/.4Pf'Ar 22' NO. 5.6'f RECOMMENDATION I !79.29-2-7 `-I GARAGE IF __ _-310-- N ///• . • I �/;/// v� \\ PROP. 2-CAR; a 00 I • I I o r - I�,$'t ��! '� •. •• ••. ' '/��'/v' NO DIRECT BURIAL 2" PVC SCHEDULE 80 r.1 i \ N GARAGE I o 251 FT. BLDG. LIALE•(TYP.) . • \\!/' • /p//p// µ.l W \°'° .1- - }, 11 I -,�a �\\ o N • x \ I d 1 of ,N./117 '. • • • 4,4.1 GROUND ROD PER N.E.C. - LOT 54 q LOT. ? - - - - I LOT \� ��\ ��!/ • : . :!�\°��' 4000 PSI CONCRETE BASE WITH n Q \ { D I 1 I (MAP REF. NO 1) \� 1 • • • LOT 56 LOT 55 x \,1-------701-541 (MAP REF.NO. 1) '� (MAP REF N0. 1 I 1 'o \i • •.. ' • • G�i SONOTUBE FIBER FORM 20" DIA. 4.1 N I LOT.5.9 1 ) \ • LOT.SO LOT�19 \j . V. . •• •. 'a• •. • (MAP REF. NO. 1) (MAP REF. NO.1) I a (M)P REF. NO. 1) \ I - - _ _ \ (MAP REF. NO. 1) (MAP REF. NO.1) W \// • • • • • • //`\// I- ~ Ir I 1 LOT Z \ I II I " /��\�����\��\\��:��'��'o.R'���/�\� UNDISTURBED SUBGRADE �� 0_ I 0 a J II ` I • I- •/\�/\\/�\/\\/�\/���\//�\//\�/ -��\�' OR COMPACTED TO 90% Q 1 AREA=7,500±SO.FT. v m \ I 24.4'± / _ LOT3Cl) 20" STANDARD PROCTOR W wcp LANDS NOW OR FORMERLY OF x Z 145 JACKSON STREET w Z / ,n N GARY AND PHYLLIS TORRISI I PROP. CR / o ) AREA=8,750±SQ. FT. I N NOTES: I f A A x 14.4'f I m GABA E / I 141 JACKSON STREET I 1. INSTALLATION OF DECORATIVE LIGHTS SHALL-BE COORDINATED WITH THE CITY ELECTRICIAN Z BOOK 1187 OF DEEDS,PAGE 156 1 s \ -- / (/1 I lLANDS NOWOR FORMERLYOF AND DEPARTMENT OF PUBLIC WORKS.L 1 KELLY ANN McSPIRIT AND w 2. THE OWNER/DEVELOPER IS RESPONSIBLE FOR ELECTRIFYING THE SYSTEM AND PAYING Z 9 x Z -J -I CHRISTOPHER R.HANLON THE ELECTRIC BILLS UNTIL ACCEPTED AND TAKEN OVER BY THE CITY OF SARATOGA SPRINGS. a Q \\ LOT 2 / 1 3. ELECTRIC SERVICE: SWEEPS AT CONCRETE BASES AND BETWEEN BASES USE 2" SCH. 80 PVC '4 0 xl j79.5'± _8.9'� -__- o BOOK 1576 OF DEEDS,PAGE 186 I- �, NON-METALLIC CONDUIT. FOR WIRE: URD 3-CONDUCTOR NO. 2, 120 VOLT, 100 AMP CABLE. \ AREA=8,750±SQ_FT. I / o U' W 1 CONC. Q - ( \ \ - _-_ 143 JA_CKSQN STREET \\ PROP. 3 BR PROVIDE A SEPARATE HANDHOLE TO BE OWNED BY THE CITY FOR THE DISCONNECT AT BEGINNING H T. OF SERVICE WITH SUFFICIENT CABLE TO CONNECT TO NATIONAL GRID HANDHOLE. SINGLE FAMILY I A 8 PAD N PROP. 3 BR PRO �4 B.R. \- _ d / _� HANDHOLE SHALL BE MANUFACTURED BY PENCELL, TYPE 1, PE-14 HDPE GRADE LEVEL ENCLOSURE. -„ e 1 cv o SINGLE FAMILY \` _-311- SINGLE FAMILY 2 3 oI HOUSE z " FUSE SHALL BE EDISON 30 AMP, SINGLE-POLE, 13/32" x 1-1/2" WITH SINGLE CONDUCTOR A \\ / PO o FUSE 3 HOUSE w a Si w III INSULATING BOOT. W O ,(',- GAZEBO No O Ca a /J aw O 0 4. WATTAGE MAY VARY W/ LOCATION/SPACING (VERIFY W/ CITY ELECTRICIAN). � N O ( J O J • a o i N W A+ \� o N m A o o -J o o N W �; CAZE60 cp G \ a0 -:e o °" I- J EC Z / m N ` O O vj w m CC I / '}-310- _ I / �'" - J w r. 0 co 0 PLANTING SCHEDULE . 1 L �► - • _ - - QP-3 w SYMBOL KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE ROOT COMMENTS o /10 FIS. BLDG! LINE (TYP.) `� J ` -16i1 FT. BLDG. LINE (TYP.) a N SYMBOL/ S' 10'MIN. -� - LARGE DECIDUOUS TREES O a0 (TYP.1 o N o o 7 '.-I- . OP-70.00' _ _ _ _ _ _ _ _ - n- _ _ _ _ _ _ _ _ io.00'- - - -.-•_. 6 Lo PROP.2.5' EASEMENT / ' (W, I � II®C•. .. 6 11111111111161113M1141‘ `•. .00 �. ''. NZ�®�NI®d' DRYWELL © g FOR HIGHWAY PURPOSE me. ` �•i • PROP.2.5'EASEMENT RIM - 308.87 g '1� jialliMLW FOR HIGHWAY PURPOSES N ' �"•` PROP. CONC. CURB I e Id.•' I ' ' +• IJpP;.�W .i?,. ,•„.•,�•;•'•:,•.... .. •.. RIM = 310.00 1t .a 1► INV. IN N = 303.16 DRYWELL STREET LIGHT i STREET LIGHT c INV. IN (E) = 303.10 U RIM = 309.48' PROP.RESIDENTIAL WATER b 9i b. RIGHT OF WAY = 50 FT. INV. IN (S) = 303.16 VALVE `r .30 WIDTH OF PAVEMENT = 20± FT. INV. OUT W) a 303.20 DRIVEWAY APRON / 309.3 6• WATER MAIN O • W--* VV =" W INV. IN = 303.16 , SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS- SS SS SS 55 SS SS S SSW SSW' 31Y 83 V1S8 . JACKSON 550 FT. OF CLAY PIPE AT 0.268 309.2 FLOW 309.5 p,m __,_ STREET SP(O9.5 N 8 C--:----------gg` 0. r_ ` / , OVERHEAD UTILITY UNES (TYP.) ,- . r \ -- I m PROPERTY INFORMATION: • / i EXISTING: PROPOSED: / / (---- AREA = 25,000 S.F. OR 0.57 AC. AREA = 25,000 S.F. OR 0.57 AC. ZONING: UR 2 NUMBER UNITS = 3 SINGLE FAMILY LOTS REQUIRED SETBACKS: SETBACKS: LL) MAIN BUILDING:FRONT = 10' SRDONT >B' MIN= > 10' . SIDE = 8' MIN. 20' TOTAL REAR = >25' (ALL) REAR = 25' MAIN BUILDING TO ACCESSORY = > 10' (ALL) I MAX. HT = GO' COVER STATISTICS: LIGHTING/LANDSCAPE PLAN MINIMUM FIRST FA = 7005.F. (2 STORY) BLDNG CVR ACCSS BLDNG COVR PERM AREA SCALE:1"=-20' MAX. BLDG COVERAGE = 30 % LOT#I 2, 174 5.f. (24.8%) 576 5.f. (6.6%) 4,677 s.f. (53.4%) ACCESSORY BUILDING: LOT #2 2,330 s.f. (26.6%) 0 s.f. 5,319 s.f. (60.6%) FRONT = 10' MIN. LOT#3 2,174 s.f. (28.5%) 576 s.f. (7.5%) 3,223 s.f. (42.2%) SIDE = 5' MIN. REAR = 5' MIN. PARKING: MAIN BLDNG TO ACCESSORY = I 0' MIN. PROVIDED = >6 SPACES (2 CAR GARAGE ON EACH LOT MAX. BLDG COVERAGE = 10 % ADDITIONAL SPACES IN DRIVES) NOTES: ��� • •TREE SHALL BEAR SAME RELATIONSHIP MINIMUM LOT TO BE PERMEABLE = 25 % fif TO FINISH GRADE AS IN THE NURSERY. \w1�� 1 ,J • •THIN BRANCHES & FOLIAGE AS DIRECTED \ �;t� � % WHILE RETAINING NORMAL SHAPE OF PARKING: J�$;i TREE. NEVER CUT A LEADER. REQUIRED = 2.0 PER UNIT = 6 SPACES .-- ...."41-64' �``�� f ,J •TREE SHALL BE PLUMB & STRAIGHT. -r\ ATTACH 1/8" GALV. STEEL CABLE % 1- TO STAKE. NOTCH STAKE TO RECEIVE •r,..........- k CABLE. ENCASE WIRE AROUND TRUNK �� � .. „"' IN REINFORCED RUBBER HOSE ABOVE ����" � ��' FIRST BRANCH. SECURE ALL ENDS OF -1r��.��- ,Ii4` CABLE WITH GALV. CLAMPS. -"tel ` t w -�� 4" GALV. TURNBUCKLE EA. CABLE /111 '�� 3"0 x 8' CEDAR STAKES, 3 PER �, ��" TREE. STAKES TO BE SAME HEIGHT, lia" hDRIVEN IN ON AN SLIGHT ANGLE.2-° i / OWNER/APPLICANT: TYP. ISTAKES TO BE OUTSIDE OF ROOT BALL. / \IPNEATLY WRAP ALL DECIDUOUS TRUNKS JELENIK CONSTRUCTION CO., LLC TO A HEIGHT OF THE SECOND LOWESTF.G. ro BRANCH (FALL PLANTING ONLY) I 376 BROADWAY -I- : `; -.ff.-1 1 1 - 3" HT. PLANTING MIX SAUCER \ SUITE L6 LAYOUT, LANDSCAPING & LIGHTING PLAN - IIS..:':: . 1 1 �1 =�::�i�;yµ�;-�1 , , ���� 3" DEPTH PINE BARK MULCH; SARATOGA SPRINGS, NY ize66 LANDS OF JELENIK CONSTRUCTION CO. , LLC �I .;;;^ �; -�� PULL MULCH AWAY FROM TRUNK. \ / (518) 583-7195 W-� `.�/`y`.�/`\�/ `.j/`\'�p.� :11 1 IIPII WW1 IIMI- AMENDED PLANTING MIX, COMPACTED JACKSON STREET i .tiol111o11.- =11= ' / APPROVAL: DATE REVISION NO. CUT ROPE SURROUNDING BOTTOM OF TREE �/ TRUNK AFTER BACKFILLING BUT BEFORE • _ -/ APP���.VED UNDER AUTHORITY OFA RESOLUTION ADOPTED V'7 ' /A Ori BY THE o NEy,y SCALE: MULCHING. DO NOT REMOVE BURLAP. P "'L G BOARD OF THE CITY OF SARATOGA SPRINGS. 3/28/07 REVISE PER PLANNING COMMENTS FOR .S ' W/ ,'' AS NOTED v._ S FIRST SUBMITTAL TO PLANNING BOARD I r�V" V' 4 qpNATIVE SOIL DRAINAGE MOUND, 5/29/07 PERF PIPE ALONG FRONTAGE PER y QCOMPACTED TO 927 "iCHAIRPERSON DATE SIGN�:'I'/ 2'/(/� PLNG BRD. SIGNATURE SUBMITTAL 2 t ..moi ;toils ) 1171\AGO! \ CITY OF SARATOGA SPRINGS UNDISTURBED SUBGRADE ' t- ti/13/07 PER FINAL COMMENTS FOR SIGNATURE 3 V ;p, �� SARATOGA COUNTY, NEW YORK �' z- MARCH 14 200 0 ENGINEERING, P.L.L.C. 7 DESIGN CERTIFICATION: is 6 No.080299 e - DECIDUOUS TREE PLA \ TING I, eicvdi 51.41.1iMineon,A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK LICENSE P.O.BOX 4139 NO. 080299, DO HEREBY CERTIFY THAT THE STREET SYSTEM,WATER SYSTEM FACILITIES,SANITARY ROFESS�Or1P QUEENSBURY,NY 12804 PROJ. NO. 07-001 .5PO4 (518)745-1018 SEWER SYSTEM FACILITIES, AND STORM DRAINAGE FACILITIES FOR THIS PROJECT HAVE BEEN N.T.S. DESIGNED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, LOCAL AND CITY STANDARDS. (10 � paragonengineering@adelphianet SHEET: 3 OF 5 CLARK R. WILKINSON, NYS P.E. LIC. NO. 080299 - _ _ - - - - GRADING NOTES: WATER SYSTEM NOTES: - I. EXISTING SURVEY INFORMATION PROVIDED IN ELECTRONIC FORMAT BY TOMMELL 4 I. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR ASSOCIATES, FROM AN ACTUAL FIELD SURVEY. INFORMATION ONLY,AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR 2. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE FOR INFORMATION SHALL CONTACT U.F.P.O. (I-800-962-7962)AND THE PROPER LOCAL AUTHORITIES ONLY, AND ALL UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR SHALL CONTACT U.F.P.O. OR RESPECTIVE UTILITY COMPANY HAVING JURISDICTION TO CONFIRM THE N (1-800-962-7962) AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY COMPANY LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. ANY COSTS HAVING JURISDICTION TO CONFIRM THE LOCATION OF ALL IXISTING UTILITIES BEFORE INCURRED BY THE CONTRACTOR DUE TO FAILURE TO CONTACT THE PROPER COMMENCING WORK. ANY COSTS INCURRED BY THE CONTRACTOR DUE TO FAILURE TO AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. CONTACT THE PROPER AUTHORITIES SHALL BECOME THE RESPONSIBILITY OF THE 2. EXTEND DESIGNATED LIMIT OF WORK AS NECESSARY TO ACCOMPLISH SITE ul CONTRACTOR. . UTILITY WORK AS REQUIRED BY THESE DRAWINGS AND SPECIFICATIONS. LOT 66 LOT 67 LOT 68 LOT 69 LOT 70 LOT 71 LOT 72 3. ALL GRADES SET IN THE FIELD TO BE COMPLETED BY A NEW YORK STATE LICENSED ENGINEER 3. WATER MAINS WITHIN THE CITY OF SARATOGA SPRINGS RIGHT-OF-WAY TO BE LOT 65 OR LAND SURVEYOR. CLASS 52 DUCTILE IRON PIPE, DOUBLE CEMENT LINED, PAINT SEAL COATED WITH (MAP REF. N0. 1) (MAP REF. NO. 1) (MAP REF.NO. 1) (MAP REF. NO.1) (MAP REF. NO. 1) (MAP REF. NO. 1) (MAP REF. NO.1) (MAP REF. NO. 1) N 4. CONTRACTOR.SHALL VERIFY ALL CONDITIONS IN THE FIELD INCLUDING EXISTING AND RUBBER GASKET PUSH-ON JOINTS, CONFORMING TO ANSI A 2 I .5 I AND AWWA N PROPOSED VERTICAL GRADES AND REPORT ANY DISCREPANCIES BETWEEN PLANS AND ACTUAL SPECIFICATIONS C 151-71 (LATEST REVISION)WITH A RATED WORKING PRESSURE CONDITIONS TO THE ENGINEER. IF THE CONTRACTOR DOES NOT NOTIFY THE ENGINEER PRIOR OF 350 P.5.1., A5 MANUFACTURED BY U.5. PIPE, OR EQUIVALENT. LANDS NOW OR FORMERLY OF LANDS NOW OR FORMERLY OF • TO BEGINNING WORK, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL 4. WATER MAINS AND SERVICES SHALL BE INSTALLED AT A MINIMUM COVER DEPTH BONNIE L.SMITH LANDS NOW OR FORMERLY OF LANDON M.MOORE,JR. N COSTS TO CHANGE OR MODIFY THE INSTALLED ITEMS AT A LATER DATE. BELOW PROPOSED FINISHED GRADE OF 5'-0". BOOK 1686 OF DEEDS,PAGE 719 RICHARD W.AND ELIZABETH A.ALLEN 5. CONTRACTOR SHALL ESTABLISH PERMANENT SECONDARY BENCHMARKS PRIOR TO THE START 5. ALL DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT, DOUBLE CEMENT LINED, BOOK 1368 OF DEEDS,PAGE 726 OF CONSTRUCTION. ALL SECONDARY BENCHMARKS SHALL BE 50 LOCATED THAT THEY WILL PAINT SEAL COATED, CLASS 350, HAVING MECHANICAL JOINT RETAINER GLANDS. BOOK 525 OF DEEDS,PAGE 376 NOT BE DISTURBED BY CONSTRUCTION. G. HYDRANTS SHALL BE MUELLER"SUPER CENTURION"MODEL#A-423 WITH TWO 2-1/2" SILT FENCE PLACED N G. WALKS SHALL NOT EXCEED 1 IN 20 SLOPE LONGITUDINALLY. RAMPS SHALL HOSE NOZZLES AND ONE 4"STORZ CONNECTION WITH A 6"MECHANICAL JOINT INLET ALONG EXIST.FEN ' NOT EXCEED I IN 1 2 LONGITUDINALLY,AND 30'IN LENGTH. ANY DISCREPANCIES NOT CONNECTION. HYDRANT SHALL BE OF THE"BREAK FLANGE"TYPE WITH A VALVED x ALLOWING THIS TO OCCUR.SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE PRIOR TO OPENING NOT LESS THAN 5". HYDRANTS SHALL BE INSTALLED WITH RETAINER / CONTINUING WORK. GLANDS AND SHALL OPEN RIGHT. SIX INCH RESILIENT WEDGE GATE VALVES SHALL / \- f 7. ANY AREA OUTSIDE THE LIMIT OF WORK THAT IS DISTURBED SHALL BE RESTORED TO ITS BE INSTALLED BETWEEN THE MAIN AND THE HYDRANT,A5 SHOWN ON THE DETAIL. Ni 2'00'00"W n // 0 200.Q.O- " 3 ORIGINAL CONDITION AT NO COST TO THE OWNER. 7. WATER VALVES SHALL BE OF THE RESILIENT WEDGE TYPE AS MANUFACTURED BY -x-x 60.00' � 70.00' _� • ••' E 8. WHERE NEW PAVING MEETS EXISTING PAVING, MEET LINE AND GRADE OF EXISTING WITH NEW. CLOW CORPORATION, OR APPROVED EQUAL. x x X X-X-X X x r---X X X X`xx-x x-x x_ \ N AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION,THE EDGE OF 8. RETAINER GLANDS SHALL BE CLOW F-1058 DUCTILE IRON RETAINER HAVING STEEL o \ NN THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN,SMOOTH EDGE. PROVIDE SET SCREWS, OR APPROVED EQUAL. o \ \ PAVEMENT KEY AS DETAILED. TACK EDGES PRIOR TO PLACEMENT OF NEW PAVEMENT. 9. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN • N T4.Y.!/4P/'M'2Z Na g -, PROM 2-CAR SHED 9. EXCAVATION REQUIRED WITHIN 3 FEET OF EXISTING UTILITY LINES SHALL BE DONE BY HAND; CONFORMANCE WITH CITY OF SARATOGA SPRINGS AND AWWA STANDARDS AND - 179.29-2-9.2 -- -•-CEL NO. t' --'- DO NOT EXCAVATE SOIL WITH MACHINERY. CONTRACTOR SHALL REPAIR ANY DAMAGE TO SHALL BE PERFORMED UNDER THE SUPERVISION OF THE CITY ENGINEER'S OFFICE \ 179.29- 7 I GARAGE w -310, EXISTING UTILITY LINES OR.STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT AND THE DESIGN ENGINEER. BACTERIA EXAMINATION AFTER SATISFACTORY PROP. 2-CAR : I 1 to r- } NO ADDITIONAL COST TO OWNER. DISINFECTION AT A NYSDOH APPROVED LABORATORY WILL TAKE PLACE PRIOR TO SILT FENCE(TYP.) x GARAGE 1 I 25FTLDc.SIM o N 10. WHEN EXCAVATING AND FILLING IN TREE AREAS, USE EXTREME CAUTION TO PROTECT ROOT TURNING WATER MAIN OVER TO THE CITY. I Ia I o SYSTEMS OF TREES NOT INDICATED TO BE REMOVED. IF, IN ORDER TO PERFORM 1O. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN FEET BETWEEN x \ - - - - 6 EXCAVATION WORK, IT BECOMES NECESSARY TO CUT ROOTS OF PLANTS TO BE SAVED, ANY WATER MAIN AND ANY SANITARY OR STORM SEWER. THERE SHALL ALSO BE LOT 51 ILOTS SUCH ROOTS SHOULD BE CUT NEATLY. A MINIMUM VERTICAL SEPARATION OF EIGHTEEN INCHES BETWEEN ANY WATER. \\ • I 11 L01•51 1 I REF. N0. 1) \� N I I. EXTEND DESIGNATED LIMIT OF WORK A5 NECESSARY TO ACCOMPLISH ROUGH GRADING,TREE MAIN AND ANY SANITARY OR STORM SEWER. LOT Se LOT.37.5 i \ (MAP REF. NO. 1) I LOTS \ (MAP REF. NO. 1) I I ��� • LOT SO LOT f9 PROTECTION, AND SITE UTILITY WORK AS REQUIRED BY THESE DRAWINGS. 1 I I. ALL WATER SERVICES SHALL BE MINIMUM 3/4°TYPE K COPPER TUBING. NO (MAP REF.N0.1) (MAP REF. NO. 1) ! a (MAP REF. Nom \ I _ _ _ _ \ (MAP REF.N0. 1) (MAP REF.N0. 1) LLIU 12. SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH 15 NECESSARY FORA COMPLETE JOINTS WILL BE ALLOWED BETWEEN THE CORPORATION STOP AND CURB STOP. x I `" \\ !I 1 W UNDERSTANDING OF THE WORK, OR.SHOULD ANY ERROR.APPEAR IN THE VARIOUS 1 2. CORPORATION STOPS SHALL BE"MUELLER",STYLE H-1 5000 OR EQUAL. LOT I I 1 cc INSTRUMENTS FURNISHED OR IN THE WORK BY OTHER CONTRACTORS AFFECTING THE WORK !3. CURB STOPS WILL BE STANDARD WATER WORKS GROUND KEY TYPE,T-HANDLE, I'•- COVERED HEREBY,THE CONTRACTOR SHALL AND WILL PROMPTLY NOTIFY THE OWNER'S WITHOUT DRAIN,WITH FLARED COUPLING FOR COPPER TUBING ON THE INLET AND I AREA=7,500±SQ.FT. m \ I _ `1 LOT 3 REPRESENTATIVE, AND IN THE EVENT OF THE CONTRACTORS FAILURE TO DO SO, HE SHALL OUTLET, MUELLER ORISEAL H-1 52 19, OR APPROVED EQUAL, INSTALLED FLUSH WITH LANDS NOW OR FORMERLY OF I 145 JACKSON STREET z PROP. -CR I �'!' - N AND WILL MAKE GOOD ANY DAMAGE OR DEFECT IN HIS WORK CAUSED THEREBY. FINISHED GRADE AS PER DETAIL. GARY AND PHYLLIS TORRISI o AREA=8,750±SQ.FT. I • ca L GARA E / Z I I 13. PRIOR TO PROJECT CLOSE-OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS 141 JACKSON STREET ` MATERIALS FROM SITE. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED FINISHES SHALL BOOK 1187 OF DEEDS,PAGE 156 \ -- - \_ a I I I LANDS NOW OR FORMERLY OF BE REPAIRED. x L KELLY ANN McSPIRIT AND n - ® -1 CHRISTOPHER R.HANLON J x LOT 2 I__ o I BOOK 1576 OF DEEDS,PAGE 186 AREA=8,750±SQ.FT. o N \ ' ( -- _ 143 JA�KSQN STREET , c PROP. 3 BR CONC. -I SINGLE FAMILY PAD N PROP. 3 BR \ PRO .4 B.R. ¢ =I o W SINGLE FAMILY 31 SINGLE FAMILY a ¢ w a / RI FF HOUSE Z HQUSE -- \\ A HOUSE 3 g1 1'J Lli p Z FF N FF=313.5 - ll a al O (n a N Iri _J o W INV.=304.88 1 ; N II- ; o INV.=304.73 v , J Z K N SILT FENCE(TYP.) o o 'P - I iv SILT FENCE ALONG aoI 10 FT. BLDG. -INE (TYP. , %' 310' - JL -1- Fr YP.) PROPERTY LINE(i YP.) } N o PR•'.CURB STOP o Co P'OP.C.O.AT I PROP.CURB STOP - ^ & 'OX(TYP.) 1 0 IN -.-. • �k: T(TYP. . !,x.-.010v �. - -•- - Ma? - - - -•- -.-. • &BOX(TYP.) ,1 :IilGTili�� -•e • • jam' _ •o N 4'DTA.DRYWELL Iiiimisomill •o • .. :. n -y•0 .4 . �jj. F y DRYWELL / IFiIa��■ „ � PROP.C.O.AT RIM = 3oe.e7' n . ill •ROP.3/4 W.SERVICE PROVIDE 18 MIN.CL CE PROP.3/4"W.SERVICE y CB#1 / A \iI 1 (TYP,) WATER UN 1 ER STO".) EASEMENT(TYP.) a 4.410/1111 (TYP.) N RIM-308.51 --- ,� SSMH - 12"INV.OUT(2)=305. �� � •. •-,�-.. 'WAiY -,� _fir - 310.00 • INV. IN ((N)) = 303.16DRYWELL PROP.6"SAN.LATERAL SILT Fp� AT BACK ' 178 L.F.12"PERF.PIPE PROP.6"SAN.LATERAL rn F" INV. IN (E) - 303.10 N RIM 309.48 WATER 3.00% 'v 3.00%(TYP.) RIGHT OF WAY 50 FT. INV. IN (s - 303.16 VALVE @ (TYP.) QFS W CURB(WI') IN STONE TRENCH-LEVEL @ 3 WIDTH OF PAVEMENT - 20± FT. INV. OUT W) = 303.20 Q END CAP FOR FUTURE k� � 309.3 6• WATE- MAIN rill ADAPTOR FITTING IF REQ'D ss ssss ss ss ss ss ss ss ss ss ss s ss - ss SS 55 55 ss+ SS 5� ss SS ss s ��s ss ss -S - INV. INS - 303.16 CONNECTION n CLAY PE AT 0.26% ► + JACKSON RROP.3/4 COQ. . 309.2 FLOW PROP.3/4"CORP. P. 309.5 IFAL 45°OR 30°BEND A5 REQ'D ' INV.AT MAIN=303.79 STREET CORP.(TYP.) 5P` ELEV. bi ,?:--- CIAY P,P£� -INV.AT MAIN-303.9i-`„ INV.AT MAIN 303.55 __ r-- d • �J 2'' 4"PRESSURE ' ,I,� , j TREATED STAKE. ------ OVERHEAD UT LITY LINES (TYP.) ' = cgi 45°OR 60°WYE - --' ' __I_- CONTRACTOR TO HAND EXCAVATE AROUND EXIST.WATER MAIN. NOTIFY ENGINEER OF CONFLICTS WITH SEWER SEWER MAIN il BUILDING SEWER LATERAL 6" SCH. 40 PVC MIN. LATERAL AND WATER MAIN. • MINIMUM MIN. SDR 35 PVC LATERAL ON PRIVATE PROPERTY / / \ FINISHED GRADE v��v- �t� _ .�� _ �, _ �` _ `� SEWER SERVICE CONNECTION - PLAN �C�Iigt_��i�,'y %-. ��,,,�,,e"trir N.T.S. / BACKFILL AS NOTED „ „ „ „ „ • � I���Iv' IO IO I� IO l#4 ..../ z FINISHED GRADE---.........,0 3"± REVEAL AO O o �p O (},,0 0'0)0 o 4 - 0 c_ A °° o poloo° 1 2" NQ •� ° O U o� I� ;4- � z �.�� Q " o / ° N N O SLOPE: 2% MIN. (4"PER FOOT) °� ° °�0 � Q 01" AS45°OR REQ'p0°BEND I- 2"x 4" - PRESSURE- FILTER FABRIC O o(t_ -I- O oQt o \ (�b TREATED STAKE SET Ql Q • YJ e N. 1 PLUMB AT END OF uu ®1I► ° ° , LATERAL. �I 1�� o �� 0 0° o 1•) C ;1 ° •1%11`}5 j v�,`A1 `` \\ w/ \' /-"" �\I`�, PIPE,• AS REQ'D BEDDING I Q ��° N ..:,.,.r.......-.*- \�\ 12"PERF. H.D.P.E. PIPE l • �� ° 0 1-i ,\� o` ,. • �� n III \ ��/ % •..r: •..::....• :. `�� UNDISTURBED ``,I 1�� w \\�\.1 ! y'��V� SUB GRADE WASHED#2 STONE 2' MIN. v\�/\ �'c'/7 �\\\Y♦ NOTE: '. L�.".0 _• I. BACKFILL IN GRASS AREAS TO BE SUITABLE MATERIAL PLACED IN MAXIMUM 1 2"LIFTYS AND COMPACTED TO 90 %STD. PROCTOR. 2. BACKFILL IN ROAD AREAS TO BE GRANUALR TYPE MATERIAL SEWER SERVICE CONNECTION - SECTION AND PLACED IN 8"LIFTS AND COMPACTED TO 95 %STD. 36"MIN., 2" HARDWOOD FENCE PROCTOR. N.T.S. POSTS, DRIVEN MIN. I C"INTO FRENCH DRAIN DETAIL GROUND N.T.S. . 10'MAX, 36"MIN. CTR. TO CTR. FENCE POST / A A� A �� p . .er. .p 7dlo ii, • • • • • • • 4 K II 140X MIRAFI All.481.1111111.11.1 ep all op/ i ow 411 op IIII•4111 in.411 iiii NV" IIPNIVNI b.; .A4.I-�!.A�.gR.1 -� I I • • I I I I D � � 11 FABRIC OR z = � •�•�•�•�►•� I�•�►•�•�•� O APPROVED EQ. -� w 0 • _ I:: ; ::::: 3 Qi!.. ..• OWNER APPLICANT: 4 c9 - 5- NOL 0 0 0 41.0,41.0-16.':? rL - • • • • • • z O QQ O - .10 o� 1 0 • • 4100 • � • • • JELENIK CONSTRUCTION w N ,s • ONSTRUCTIO CO. LLC :. :-..mini•i!!_, :-..Ill:"_:6_: ..... . :::::::" : ;;•: :::•::::::::::::::::::::?: : ::% mcie > . Q *W11'414114 0 0 III et 0 int 0 0 II 0 •or• .er• iii L1l•-•:_., -111!!n !!-WiiIN:•-:l:_:E=.... ... Q - FLOW L b * �� ' 4� 4 ^ �� �� 1, _:::- IIiE!::=9i II!-i::=ii :>: : = N --y w - I • • I • 1 1 • 1 379 BROADWAY UTILITIES GRADING DRAINAGE X - �:!_:::_:.. .Ind!.:- •�►•�•�•� 1�•'�•�•�•�•� "•` IIS.._,._ ILS.._..._.. - _ -.�._ o o 0 0 o o L�!!:- - !!:-:::-.. ti SUITE L6 _ o -••• n, - � "" ••.•• ... -�-�'-�'-� -�-�-�-�-�'-�� & SEDIMENT CONTROL PLAN °�uo ii SARATOGA SPRINGS, NY 12899 LANDS OF JELENIK CONSTRUCTION CO. , LLC F�O� ' EMBED FILTER CLOTH V (518) 583-7195 ,0`11 MIN. 8"INTO GROUND APPROVAL: ( 143 JACKSON STREET 140X MIRAFI FABRIC OR APPROVED / 15 SI / 50-0 MIN. / AP%'OVED UNDER AUTHORITY OF A RESOLUTION ADOPTED 6'1 ( ) - U� BY THE DATE REVISION NO. EQUAL; FASTENED SECURELY TO IF DESIRED 12"TYPE 3 GRANULAR MATERIAL �► SCALE: PERSPECTIVE VIEW OVER COMPACTED SUBGRADE POa/ lip BOARD OF THE CITY OF SARATOGA SPRINGS. 3/28/07 REVISE PER PLANNING COMMENTS FOR OF NEW FENCE POSTS Wl STAPLES FIRST SUBMITTAL TO PLANNING BOARD I 'S W/ �!�� I "=2O' SECTION / d/ 5/29107 ,PERF PIPE ALONG FRONTAGE PER �� • fr CHAIRPERSON DATE SIGN - = 1?�7 Q A. • '` CITY OF SARATOGA SPRINGS PLNG BRD. SIGNATURE SUBMITTAL 2 i PARAGON NOTE: �_ i 6/13/07 ,PER FINAL COMMENTS FOR SIGNATURE 3 * U ,' ` Z' SARATOGA COUNTY, NEW YORK �r /-� �', 7 �- z ENGINEERING, P.L.L.C. MARCH 14, 2007 SILT FENCE DETAIL TO BE USED AT ALL DRIVEWAY LOCATIONS. ' DESIGN CERTIFICATION: _ I, Clark✓u.WiMaeae.,A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK LICENSE � ► No.080299 �,�' P.O.BOX 4139 N.T.S. STABILIZED CONSTRUCTION ENTRANCE (SCE) NO. C811299,DO HEREBY CERTIFY THAT THE STREET SYSTEM,WATER SYSTEM FACILITIES,SANITARY OA'4oFESS���P� EN {518)745-1018 12804 PROJ. NO. 0700 I .SPO5 SEWER SYSTEM FACILITIES, AND STORM DRAINAGE FACILITIES FOR THIS PROJECT HAVE BEEN N.T.S. DESIGNED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, LOCAL AND CITY STANDARDS. 14(3107 paragonengineering@adelphia.net SHEET: CLARK R. WILKINSON, .E. 4 OF 5 NYS P.E. LIC. NO. 080299 I _...1_._ _ _. _.--.. _ ._. _-_.____-.__-___-_...-__ -_._--_. _-.- _ _--_...._.._. ._.____.___... .._-- 1._-____ -. _. __ - __-_._ _.___._ __ i ..; r _ _-._.. - _..-. _..- _- _...__ .:-.1 ._ ,L 1 SAWCUT LINE BROOM FINISH PERPENDICULAR TO WALK TREE BELT ' SEE DETAIL P-6 TRENCH WALLS LAID BACK PER OSHA REQ'MTS FINISHED GRADE OR SHEETING A.O.B.E. 4 CONCRETE - SEE CONCRETE ORIGINAL ASPHALT 12• - _ SPECIFICATIONS - DWG. P-7 SEE NOTE SIDEWALK WEARING COURSE(S) IN PVMT IN TURF O..... ••• ••• " CURB 6 X 6 NO. 6/6 WOVEN WIRE MESH T ;�`���`,;,,,„ �"`�� �c\& 4" TOPSOIL, FERTILIZE, LIME, SEED AND MULCH � ' 10• EXCEPT A.O.B.E. ROADWAY-..„,...,iv�� ww���������E ���� ,�Iw-vv PAVEMENT BASE COURSE 3rr.::'e o 6" //. /j• /O�i✓iGj/,�4�j���j�j�j��j�S P r��js; � . � . STRUCTURAL SUBBASSEE OE COTE URSE ° • '* ;': '.. . :: BORROW: WELL GRADED INORGANIC • • .,' GRANULAR SUBBASE COURSE i'"1'T)'Tp7"y"rti"rl'1'1'y"I7rlrlrl TT7"rT1"r7"1'1"rl'S'1'Tt'` .'''" j `'`'''''' ''''`''`'\'`'`� _�������/���/�/�� P\ / A.O.B.E.ION (SEE NOTE 4) 12 .'.4i 0,4 '••1! .• • GRANULAR SOILS AND/OR ROCK, \ \\ \\ \ 4 NYS DOT SECT. 304, TYPE 4 �� i i iii �f. MAX. 1-1/2" SIZE, NOT MORE THANjamj�/j�/ COMPACTED TO 95% STANDARD PROCTOR W�1�������� WN�V��`S l 20% BY WEIGHT PASSING #200 NOTES: /\/\�/\�/\\ SUBGRADE COMPACTED TO •, ORIGINAL SUBBASE COURSE ,—�J'�— SIEVE. OR NATIVE MATERIAL, A.O.B.E. \\\ / j �� 1 (USE VIBRATORY COMPACTOR WITH 12" LIFTS) EXPANSION JOINT SPACING - /i�//A/A/A/A 90% STANDARD PROCTOR CURB BOX w 20'-25' O.C. MUELLER 5'6"+MODEL H-10314(IN TURF) _ :N=^: _ PIPE ZONE BACKFILL - GRADATION SHALL BE: CONTROL JOINT SPACING - TYPE 1 - TYPICAL PEDESTRIAN TRAFFIC LOADING MODEL H-10334(IN CONCRETE WALK) • Z ,••P w "WELL GRADED SAND WITH 3/4" MAX. PARTICLE OUTSIDE CROWN r ` `: E 5' 0.C. NOMINAL R (SIZE AS REQUIRED FOR 3/4"OR 1"SERVICE) •.' :.^ > SIZE AND NOT MORE THAN 10% PASSING #200 CROSS SLOPE - 1/8" TO 1/4" SIEVE (USE VIBRATORY COMPACTOR WITH 8" LIFTS) BROOM FINISH PERPENDICULAR TO WALK o PIPE SPRINGLINE ,;.% j:.= j)��i �, - PER FOOT (MAX.SLOPE 1:50 TYP.) /// • //;i4 _ o 0/0/. • // �//J� w PIPE ZONE BEDDING — FOUNDATION STONE TOWARDS STREET OR A.O.B.E. • '� CORPORATION STOP WITH i� �� " 0/ BOTTOM O.D. 5���� j���/����_ �� TO CONFORM TO N.Y.S. DOT. STANDARD MAX. SLOPE ALONG THE LENGTH OF 6" CONCRETE — SEE CONCRETE COMPRESSION FITTING v' SPEC. 703-02 COARSE AGGREGATE THE WALK SHOULD NOT EXCEED 1:12 AMIN SPECIFICATIONS — DWG. P-7 MUELLER H-15008 (SEE NOTE 2) CONSTRUCTION JOINT DETAILS TO BE zumme�• 3/4"OR 1"-SIZE AS REQUIRED CURB STOP SUBMITTED AND APPROVED BY MUELLER ORISEAL H-152193/4"OR 1"COMPRESSION UNDISTURBED SUBGRADE OR .0 O. •'.'8' I.D. + 3' MAX. I CITY ENGINEER o. p (SIZE AS REQUIRED)I_ 1 EXTRA FOUNDATION STONE A.O.B.E. SIDEWALK WIDTH TO BE 5' MIN. OR ° ! NOTES: AS ORDERED BY CITY ENGINEER , • °. • ••: � �• r X TEMPORARY CAP OR PLUG • 6" NO. 6/6 WOVEN WIRE MESH (AS NECESSARY) �" ' '.O.. �'•: 6"• 8" GRANULAR SUBBASE COURSE 3. BASE COURSE FOR PAVEMENT: CONFORM TO N.Y.S. \\\\ \\ \\ •/ 3/4"MIN.SW..F TYPE K 1. STREET OPENING PERMIT IS REQUIRED // // NYS DOT SECT. 304, TYPE 4 % 45° COPPER PIPE DOT STD. 703-02 WITH FOLLOWING MODIFICATIONS: ' //�/\ COMPACTED TO 95% STANDARD PROCTOR V / ORST7.FASREQUIRED 2. FOUNDATION STONE - N.Y.S. DOT STD. SPEC. 703-02 2-1/2" SIEVE - PASS 100% BY WEIGHT \/\//\�\/ G. ���" 1" 1-3/4" SIEVE - PASS 95-100% BY WEIGHT />/: \//A\//A\//A\ SUBGRADE COMPACTED TO WATER • I ;••'..:'� `�' SIZDETERMINATION #1: 100% PASSING SIEVE, 90-100% PASSING 3 4 SIEVE - PASS 60-75% 90% STANDARD PROCTOR 3/4"OR 1"COPPER TUBING(TYPE K) • ' '.-�_ SOLID CONC.BEARING BLOCK 1/2" SIEVE, 0-15% PASSING 1/4" SIEVE / " TYPE 2 - VEHICLE TRAFFIC LOADING (ACROSS DRIVEWAYS) (SIZE AS REQUIRED) "'. -'' OR C.I.FOOT 1/4" SIEVE - PASS 25-45% OR #40 SIEVE - PASS 10-25% SIZE DETERMINATION #2: 100% PASSING 1-1/2" SIEVE, 90-100% PASSING #100 SIEVE - PASS 3-12% 1" SIEVE, 0-15% PASSING 1/2" SIEVE. 4. SUBBASE COURSE FOR PAVEMENT: CONFORM TO NOTE:LOCATE CURB BOX BETWEEN CURB AND SIDEWALK AT CENTER OF TREE BELT.WHERE NO CURB/TREE BELT GRADATION/SIZE DESIGNATION TO BE DETERMINED BY ENGINEER BASED ON N.Y.S. DOT STD. 304, TYPE 2. GENERAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA SPRINGS RIGHT OF WAYS: IS PRESENT INSTALL CURB BOX AT PROPERTY LINE. 1.) SIDEWALKS MUST BE PLACED IN THE PUBLIC RIGHT OF WAY AT THE PROPERTY LINE. FIELD CONDITIONS. 2.) SIDEWALKS MUST NOT DROP DOWN WHEN CROSSING A DRIVEWAY. PIPE T E \ C H S E C TI 0 \ GENERAL SIDEWALKS MUST NOT EXTEND ACROSS PUBLIC STREETS OR ALLEYS. WATER SERVICE RAL DESIGN CRITERIA FOR CONSTRUCTING SIDEWALKS WITHIN SARATOGA COUNTY RIGHT OF WAYS WITHIN SARATOGA SPRINGS: 1.) ALL SIDEWALK INSTALLATIONS MUST BE DESIGNED BY A PROFESSIONAL ENGINEER. PLANS MUST BE APPROVED BY THE COUNTY COMM. OF PUBLIC WORKS. 2.) SIDEWALKS MUST BE PLACED ON THE BACK SIDE OF DITCHES OR 8'(MIN.) FROM HE EDGE OF SHOULDER. N.T.S. N.T.S. 3. TSIDEWALKS MUST BE CONSTRUCTED SO AS NOT TO INTERFERE WITH DRAINAGE. REVISED DATE APPRovED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 2/04 2/04 2/04 PLANNING BOARD DATE STANDARD DETAIL Pipe Trench M-17 PLANNING BOARD DATE STANDARD DETAIL Concrete Walk P-8 PLANNING BOARD DATE STANDARD DETAIL Water Service W-2 CONCRETE SIDEWALK- TOP COURSE - N.Y.S. D.O.T. TYPE 7 PAVEMENT TOP BINDER GRAVEL TYPE 21 AT NON-VEHICLE FIC ARIL AREAS TYPE COURSE COURSE COURSE TYPE 2 AT VEHICLE TRAFFIC AREAS (SECT. 403) —(SEE DETAIL P-8) (SEE2) PARKING 1 " 1 -12" 8-10" EXPANSION JOINT A IMII ...■y.■■ IIP TACK COAT NOTE LOT / (FULL D PTH OF FINISHED GRADE 6MIN. 1/4" RADIUS '.......0 BINDER COURSE - N.Y.S. D.O.T. TYPE 3 CONCR �^ SEE DETAIL P-5 FOR PAVEMENT o0 o P p:�. (SECT. 403) STANDARD 1 -1 2" 3" 1 2" 1���41 1! 'V'J I TURF AND GRAVEL SUBASE REQUIREMENTS < o' .•O•Q �•' o • ROADWAY ICY A ` �'. , 41' . 2CC W 1 0 •.'9�. 1-0 • a COMPACTED GRAVEL - 11II1� .1\///4/0*, ' '' 6"(MIN.) 0-m .ei HEAVILY o N a N.Y.S. D.O.T. TYPE 2 (SECT. 304) TRAVELED/ ASPHALT DRIVEWAY dp /� ��j��.Y', TRUCK 2 4 12 _ a •• ... .•.COMPACTED TO 95% STANDARD PROCTOR. /\/\ ' `• .•k • CAST-IN-PLACE/SLIP FORM LOADING WARPP AREA OTH oo • k •'.a o. O . •o. CONCRETE CURB V Qom. • .: :� •: . /'�\�/ `/I` � .. C$...:. •.\�\�� �� a ° O SEE CONCRETE SPECIFICATIONS — 1/��\/ \\1/` /\/\ 1-1/2"RE�.) SIDES) �• '/.0 oo A°/ / i ,► C 0 /Ipiryk o O DRAWING P-7 P\-sf \'\ SUBGRADE - COMPACTED TO 90% IIyY _J OF . o / STANDARD PROCTOR EXPANSION n _� AS'PHALTAPRON S�Cg10�A��1171t SRO o O °� o 4� • °', GRAVEL COMPACTED TO �j t� 11 A 0• 7„ 95% STD. PROCTOR �I / / ,/ JOINT IL _ �— Qy� p 5°%O� \ °$ °9 °�` " /�\� 1, .�� RADIUS=5' ��, STREET :III A :�•'o $ ' � A .�\ • \ . \y� \ : 5 �— �\ * . SUBGRADE COMPACTED NOTE:NOTES: SPACED ALONG ON GURBIN 0' O.C. / / \ TO 90% STANDARD TAPER CURB MAX. 7" -1 PROCTOR 1. PAVEMENT SECTIONS SPECIFIED ARE TYPICAL FOR STREET, DRIVEWAY AND PARKING LOT CONSTRUCTION WHERE TRAFFIC VOLUMES AND LOADINGS ARE NOT EXCESSIVE. BASED ON ANTICIPATED VOLUMES AND LOADS, THE CITY ENGINEER MAY REQUIRE STRUCTURAL PAVEMENT 6"CONCRETE CURB SECTION TO BE INCREASED TO CARRY DESIGN LOADING. 2. TACK COAT BINDER COURSE BEFORE PLACING TOP COURSE IF MORE THAN 48 HOURS HAVE ELAPSED AFTER PLACING THE BINDER COURSE. 3. ALL TESTING FOR COMPACTION SHALL BE AS ORDERED BY THE CITY ENGINEER AND SHALL BE PAID FOR BY THE CONTRACTOR. THE CITY TYPE 1 CURB — CAST—IN—PLACE/SLIP FORM CONCRETE AT TURF ENGINEER MAY REQUIRE CORE SAMPLES TO VERIFY PAVEMENT THICKNESSES. DROP CURB AT RESIDENTIAL D I VE WA Y 4. NOTIFY THE CITY ENGINEER 48 HOURS MINIMUM PRIOR TO COMMENCING PAVING OPERATIONS. ASPHALT PAVEVE\ T N.T.s. N.T.s. N.T.S. REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG _REVISED DATE APPROVED: CITY OF SARATOGA SPRINGS, NEW YORK DWG No 2/04 2/04 2/04 PLANNING BOARD DATE STANDARD DETAIL Asphalt Pavement P-5 PLANNING BOARD DATE STANDARD DETAIL Type 1 Driveway P-12 PLANNING BOARD DATE STANDARD DETAIL Type 1 Curb P-15 APPROVAL: #4 BAR (4. 6" O.C. OWNER APPLICANT: APP"OVED UNDER AUTHORITY OFA RESOLUTION ADOPTED O V 8--09 BY THE HEAVY DUTY FRAME EACH WAY WITH JELENIK CONSTRUCTION CO., LLC PPP 1's NTNG BOARD OF THE CITY OFSARATOGA SPR►NGS. AND GRATE - /43, ADDITIONAL #4'S - ,OAII CAMPBELL NO. 2816B ,,o� `� 0, FRAME TO BE MORTARED AROUND OPENING PRECAST CONCRETE GRADE EXTENSIONS A5 376 BROADWAY +1 �� ; �' TO TOP OF CATCH BASIN 0tau/ CHAIRPERSON DATE SIG ':S ' � �l/� OR APPROVED o 0 0 00•000000co ` REQ'D; CEMENT MORTAR SHALL BE PLACED SUITE L6 tip / EQUAL 000000000 " mei BETWEEN SECTIONS AND ON ENTIRE (BICYCLE-SAFE) Co0000000 3 -J d EXTERIOR SARATOGA SPRINGS NY 12866 D IGN CERTIFICATION: 000 FRAME AND GRATE; CAMPBELL FOUNDRY 6 PATTERN NO. 2253 OR APPROVED EQUAL PROPOSED FINISH GRADE I,&cal`R.WiMinean,A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK LICENSE (518) 583-7195 NO. C8C299,DO HEREBY CERTIFY THAT THE STREET SYSTEM, WATER SYSTEM FACILITIES,SANITARY CONCRETE COVER PRECAST TO FIT 6" 2'-6" 6" 4'-0" MIRAFI 140N FILTER SEWER SYSTEM FACILITIES, AND STORM DRAINAGE FACILITIES FOR THIS PROJECT HAVE BEEN GRATE MIN. I.D. MIN. I.D. DESIGNED IN ACCORDANCE WITH ALL APPLICABLE STATE, COUNTY, LOCAL AND CITY STANDARDS. " FABRIC ALL AROUND STORM SEWER PIPE ,. CEMENT MORTAR ALL AROUND FRAME CRUSHED STONE. A TO BE MORTARED PROVIDE 12" MIN. IN PLACE III III • krius0 ° FABRIC LAPS, TYP. FLAT DRYWELL TRAFFIC1OP — " — .,.� INLET* OUTLET STORMEWER O o ^• ° *6" MIN. SUMP REQUIRED CONDUIT AS REQ'D. - REFER TO OPENING 1.48148 o ..,„, 0•.%0 ,-- A-A' B-B' PLANS. PLACE CEMENT ORTAR IN % z' o * OUT* ALL AROUND PI E. cji �O� 8 k8.060 !•• O I B' S IE C T I O\ S PRECAST CONCRETE D ELL uo o A' SECTIONS A5 REQUIRED 4.. G' DIA. 2,4" 24" MIN. (TYF.) F- N.T.S. MANUFACTURED IN AC RDANCE 8 �� 0 CONCRETE - 4000 PSI @ 28 DAYS WITH ASTM C478-85a /y� 11±3 —'2130 a ����'• QJOna. ,.....„,,,i o mo MIN. REINFORCMENT - 6x6 - 10/10 WWM PRECAST CONCRETE DRYWELL ALL FOUR SIDES AND BOTTOM FOOTING. - jN6 ti �� COMPACTED SUBGRADE , 5-�. (CONFORM TO ASTM STD. A-615) I 2" ANNULAR RING OF NYSDOT TABLE tir 703-4, SIZE 4 CRUSHED STONE THOROUGHLY COMPACTED. B \� �/ SITE DETAILS NOTES: 1.) SHOP DRAW NG REQUIRED TO BE SUBMITTED TO AND APPROVED BY THE CITY ENGINEER. LANDS OF JELENIK CONSTRUCTION CO . , LLC 2.) ALL CATCH BASINS TO BE PLACED IN ANY TRAFFIC AREAS SHALL MEET N.Y.S.D.O.T. HIGHWAY LOADING H-20. BELOW GRADE DETAIL 143 JACKSON STREET PRECAST CONCRETE CATCH BASIN NOTES: DATE REVISION NO. 1. ENTIRE EXCAVATION SHALL BE KEPT DRY AND DEWATERED F y E SCALE: 3/28/07 REVISE PER PLANNING COMMENTS FOR O Y AT ALL TIMES. NOTIFY ENGINEER IF GROUND WATER IS FIRST SUBMITTAL TO PLANNING BOARD I A,. P• `� \ AS SHOWN N.T.S. ENCOUNTERED IN THE EXCAVATION. A VERTICAL SEPARATION �Q DATEOF 2'MINIMUM IS REQUIRED FROM THE BOTTOM OF THE D.W. 5/29/07 PERF PIPE ALONG FRONTAGE PER i f s �•� PA GOAT Q PLNG BRD. SIGNATURE SUBMITTAL 2 Q � lr CITY OF SARATOGA SPRINGS REVISEDAPPROVED: CITY OF SARATOGA SPRINGS NEW YORK DWGNo 2. BACKFILL STRUCTURE EXCAVATION WITH SELECT BACKFILL ti/13/07 PER FINAL COMMENTS FOR SIGNATURE 3 -' yfiy� ;� SARATOGA COUNTY, NEW YORK A 2/04 9 MATERIAL IN 12"LIFTS COMPACTED TO 95 %MODIFIED V , R 2 STANDARD DETAIL Catch Basin ST-4 DRYWELL DETAIL PROCTOR. w e ENGINEERING,P.L.L.C. MARCH 14, 2007 PLANNING BOARD DATE o No.oao29s �= P.O.BOX 4139 . N.T.S. 'i of----- 'P QUEENSBURY,NY 12804 PROJ. NO. 07-001 .SP-OG (518)745-1018 ,f NO/ paragonengineering@adelphianet SHEET: CLARK R. WILKINSON, P.E. 5 OF 5 NYS P.E. LIC. NO. 080299 I ....L•..A. . .t. .,. . ,...I