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HomeMy WebLinkAbout187 MASKEL RD SITE COMPLIANCE CHECKLIST j TOWN OF SOUTH WINDSOR,CONNECTICUT ***** FOR C OF O***** ADDRESS \ c :2 )J1' 2Sk P1 94___ _LOT/UNIT# _ Reviewed by_ Q�(Engineering) CONTACT/DEV *6L n na,t i n e) Date Reviewed r Denied PH# Reviewed by (Planning) Date Submitted Date Reviewed 3� Approv /Denied As required in the Zoning and/or Subdivision Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A ✓ 1. Approved building permit plan ✓ 2. Finish grading per approved building permit plan 3. Site work;i.e.trees,shrubs, dumpsters,required parking 4. Utility location; a. sanitary sewer/septic systems b. foundation drain L� C. electrical&telephone d. water e. sulcr GAS 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall nC. Fee in lieu of Open Space COMMENTS: 11P�r t$r� S_'M,�� s/engineering/molloy/site oompliance checklist Revised DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: QJ $0-$1,000=$15.00 FITena—wDesignation Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT 7= c� Q APPLICANT ADDRESS APPLICANT PHONE# 0 W N Se OWNER OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ 1 C>o IS THIS A CONTRACT COS ? t-Yes _No o �s✓ FEE ENCLOSED$ V v TYPE OF JOB: t SDI SO R•C O ✓New Installation _Alteration/Addition/Repair 51 q APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ► � l"RE/SIDENTIAL BUILDING PERMIT APPLICATION? ❑YES O'IVO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ ASSEMBLY ❑ MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑ INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN � NO.OF TOILETS STYLE I NO.URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO. OF CONDUCTORS�_ SIZE NO.OF STACKS�— SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW IYYES ❑NO SIZE OF WINDOW .2 A 2— IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SE R SEPTIC TANK SIZE OF WATER MAIN \ SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND is COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE DEPART,v, NT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Appl�a=* y: TOWN OF SOUTH WINDSORBUILDING DEPARTMENTAP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 r73 i+75 Date B ing Inspector Application must be printed or typed FEE SCHEDULE Location of ob: / 117a ,mil �� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT AA�LG/ZC 4eX b—zle �!' C� �` "" xv C APPLICANT ADDRESS '7D` /�/GL,2�/�J �. �� Sm o o APPLICANT PHONE# ©�— SOWN 3£q OWNER 491"e?� q !r! r? OWNER ADDRESS r C^! L9LC1 7 7 1 eq O o OWNER PHONE �a / — 78 5 _>r C ESTIMATED COST$ .� IS THIS A CONTRACT COST? Yes _No LLr ° 5. �G FEE ENCLOSED$ ze , B TYPE OF JOB: �SO R COS P(New Installation Alterat ion/Add ition/Repair Revised aro i nzooz APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: !®-HEATING O-RESIDENTIAL O-AJC ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC aWARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE D OF INSIDE 7✓ OF DIFFERENCE 73 OF TOTAL HEAT LOSS (BTUH)7 24 °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) ff� ffT,, L�Q - GROSS HEATING CAPACITY(INPUT-BTUH)/,04" NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY WGAS-INPUT/9 D LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE f OF INSIDE 769 OF DIFFERENCE Z s7 OF TOTAL HEAT GAIN(BTUH) " 7ff (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPME�T(INCLUDIN MAKE&MODEL NO.) �7 TONNAGE 3 COOLING CAPACITY(BTUH) & VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. i T 07 CONTRACTORS LICENSE NO. TYPE / STATE SIGNATURE OF APPLICANT TE ! 7 Lot #16, 187 Maske/ Rd., So. Windsor HVAC Load Calculations for Mannarino Blds. 400 Chapel Rd. Unit 3F South Windsor IV ACRZSIDZI�MAL RHHVAG LOADS Prepared By: Steve Smith Advanced Htg. &AC Inc. Saturday, December 15, 2007 J Rhvac-Residential&Light Commercial HVAC Load* Elite Software Development,Inc. Advanced Htg&A/C Lot#16, 187 Maskel Rd.,So.Windsor South Windsor,CT 06074 Page 28, System 1 Room Load Summary Htg Run Run Clg Clg Clg Zone Clg' "Roo m Duct Duct Sens Lat Nom Adj Adj S Na Size Vel Btuh Btuh CFM Fact CFM CF --Zone 1--- 1 Family 336 2,344 31 1-4 429 819 0 37 1.00 37 37 2 Breakfast 196 8,885 116 2-5 634 3,781 514 173 1.00 173 173 3 Kitchen 126 1,790 23 1-6 495 2,125 73 97 1.25 121 97 4 Master Suite 570 10,691 140 2-6 525 4,504 302 206 1.25 257 206 5 Laundry 144 4,598 60 1-5 491 1,464 269 67 1.25 84 67 6 Dining 360 8,795 115 1-7 534 3,123 392 143 1.15 164 143 7 Living 238 4,391 57 1-5 462 1,376 163 63 1.00 63 63 8 Bedroom Wing 443 14,701 192 2-7 485 5,667 694 259 1.17 302 259 Zone 1 subtotal 2,413 56,195 734 22,859 2,407 1,045 1,203 1,045 -Zone 2-- 9 Sun Room 196 18,066 236 2-7 473 5,531 1,339 253 1.25 316 253 Zone 2 subtotal 196 18,066 236 5,531 1,339 253 316 253 System 1 total 2,609 74,261 970 28,390 3,746 1,298 1,519 1,298 System 1 Main Trunk Size: 16x17 in. Velocity: 735 ft./min Loss per 100 ft.-. 0.058 in.wg Net Required: 2.68 88% / 12% 28,390 3,746 32,136 Recommended: 3.15 75%/25% 28,390 9,463 37,853 ant Data Heating System Cooling System Type: Model: Brand: Efficiency.- Sound: Capacity: Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh i -. �.. . � rt •t �. SITE COMPLIANCE CHECKLIST 1a309NINNYIda0SONIMH1003 TOWN OF SOUTH WINDSOR,CONNECTICUT ***** BUILDING PERMIT ADDRESS c4jrig i/ LOT/UNIT#i Reviewed by Q� (EngineerirlQLn'3�3� CONTACT/DEV_ ��� � Date Reviewed 9 1 �"' v /Denied PH# Reviewed by (Planning) Date Submitted Date Reviewed */t- '' prov % f In accordance with the Zoning and/or Subdivision Regulations, Plot Plan shall be submitted fora r me to the building of any structure on a lot, a Topographic approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preparer 3. Zoning Information-i.e.zone,open space, floodway,street address 4. Plot Plan at 1"=40'scale a. SubdiivLsion reference,abutting properties,etc- b. Easemerrts of record C. Lot description,bearings,building lines, distances,area,etc. d. Contours,existing&proposed, 1 Or 2ft.interval J where appropriate e. Building location with dimensions.Elevations of proposed finish floor,garage floor&centerline of road at driveway f. Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street 9. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&Gve signature consistent with the Board of Registration requirements.(P.E.&LS.) S. Sedimentation and erosion control 6. Special Planning&Zoning,Inlarxi/Wedands considerations(Plans on file w/Town perk) COMMENTS: Lim- s/ n eeri moll � ng/ oy/building compliance dieddist DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR G BUILDING DEPARTMENT APPRlid 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date�� , , i rl?,1173 fg,,l smp c Wr Application must be printed or typed FEE SCHEDULE Location of Job: F /�lASK�L X0$0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS ` �0 f-� IT�IL rST cf4cJ'T/iy LsJ/.✓17JOiL��'7' 0�0 7� APPLICANT PHONE# OWN Se OWNER - OWNER ADDRESS 'Me �.s/A�►EL ,A��/� �.r/iT F- sOy Tip/ A,11 ►/Q.lo�- cT 044 & OOWNER PHONE ,��q- �s C Z) ESTIMATED COST$ S-fOd r� IS THIS A CONTRACT COST? %// Yes _No FEE ENCLOSED$ gO s O� TYPE OF JOB: OR C V New Installation —Alteration/Addition/Repair Revised 4/01//2002 i h APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY S,4t/�eE<- ❑EDUCATIONAL Y ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD lel,17? SIZE OF SERVICE .-20 0 "'a SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS�_ REMOTE DISCONNECT REQUIRED? ❑YES LlN'-O NUMBER OF LIGHT CIRCUITS / L NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES, NUMBER OF OUTLETS�� NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK LcJ/2%r/� tiEhJ S�.✓�Lc�:- �i9ss�/G ld,''ice`" THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. le27/Y ��` c7T CONTRACTORS LICENSE NO. ? TTYPPE= o/ STATE SIGNATURE OF APPLICANT ;74�4 /�% �= DATE 7 Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 187 Maskel Road Date: C/v4/-o�-- HVAC # Sprinkler# 731173 v FINAL OV S -- -- --- -- Estimated Cost $ Building �� 0 COMPLETE RED BOXED AREAS Permit Fee $ Engineerinavit g TYPE OR PRINT ONLY Eng.Occupancy sp. Fee e $ �dr--- Appr. for - ,O SIGN ON REVERSESIDE Total Fee $02 41 ca 36"3�1 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 91 ,h " 1k Location of Work I g� IMt4�L 1 Lot No. 16 Applicant's Address400 C-�ae l 1� Uhlt 3- r Tel.#&Z - r� '-7c fs' Town ,S - W r N b S02 LI - Zip ©G 0-7 4 Lic.# / o d f Owner S�D> jd /gZ Architect Owner's Address Architect's Address Zip Zip_`: Sq. Ft. New Area: 1 st FI. a a S 2nd FI. 3rd FI. Total New Area .SZy S Purpose of this permit eG City Wate Well❑ Septic System❑ Sew Ins: HO SP Cert. LIZ Area Basement Garage- Approved by Date Use Group-jr�'� Construction Type Revised 6/02 �S1° I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in is this building and its usg,is a ow d. Signed (24 I hereby apply for a Certificate of OCcuuaricy for the work de ri irythipppli tion for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS NO TES - 1. AREA OF LOT 16 = 23,552 SQ.FT. = 0.541 ACRES. 2. ZONE OF SUBJECT PARCEL /S A-20". 5 MINIMUM YARD REQUIREMENTS.- FRONT = 0 FEET 1 SIDE = 10 FEET r� REAR = 40 FEET DETENTION BASIN 3. BOUNDARY INFORMATION TAKEN FROM PLANS ENTITLED - 10' WIDE ^� ro KILKENNY HEIGHTS' SUBDIVISION PLAN PREPARED FOR MANNAR/NO BUILDERS, INC. 320 ABBE ROAD ACCESS ROAD TO DETENTION BASIN o ro 00 o SOUTH WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE.• DECEMBER 20, 2006 SCALE. 1 IN.= cCOn w ro 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIWL ENGINEERS W INDSOR, CONNECTICUT" '�i 4. APPLICANTMAP PREPARED BY.• r b_ `° MANNAR/NO BUILDERS, INC. ALFORD ASSOCIATES, INC. ' % ROBERT MANNAR/NO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484 N/F MURIEL C. DEMING L 8 pp W 1 86 SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 N i, N 01�2 � Z TEL. # (860) 289-7055 TEL. � (860) 688-7288 STREET ADDRESS: 310 ABBE ROAD o 133.18, ��� � E cn°n1 N/F MARK V. AND LAURIE D. SMITH 5. ELEVA77ONS ARE BASED ON NGVD29. S=p3 1 1 ,6 �oi� �� o pa SIREET ADDRESS: 324 ABBE ROAD 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. A 01 N >� Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL PROPOSED DETENTION BASIN, STORM w GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL DRAINAGE, U77LITY7 AND ACCESS EASEMENT 30 MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA77ON. M/RAF7 FABRIC TO THE TOWN OF SOUTH W7NDSOR zI R•Y. � 294 0 323 w�o� SILT FENCE AND/OR TEMPORARY VEGETA77ON 1F PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF TIME. W x� w -A��,, 8. DURING CONSTRUCTION, M/RAF/ FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. oN{ N o 292•5 Ot pSED HOUSE EX�S� w m� PRO FL_ 292.1 2 j 9i LEGEND - to 0 0 10 FD �N�• FL= 2g3' -�310 EXISTING CONTOUR x 310.0 EXIS77NG SPOT GRADE X , g3'0" -A ca w z x w �n 00 1 31 p PROPOSED CONTOUR c o- m 0 38.0 3pp.0 s G I 310.0 PROPOSED SPOT GRADE w0 ox z o a N e� m m cocs GRADE TO DRAIN �N P z 1 rz'IN r`. SURFACE WATER IS TO BE DIRECTED AWAY FROM 7774E HOUSE AND GARAGE 300.0 o h^ �Z 617' 2g 4 °j�` W PROPOSED WATER SERVICE 0-4 r-10 �p� VI 10 �6Z 0 ` I B 2g9•0 q _ Fp- PROPOSED 6"0 F0077NG DRAIN LINE N 1 p'18 1 cn o �, % 10' WIDE C.L.& P. CO. EASEMENT, 296.5 9.5. 10' WIDE YANKEE GAS SERVICES CO. EASEMENT CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE EXIST. IRON PIN 1 I _ 't 300 7 0 & STREET TREE EASEMENT G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET 297.5 137.25' 298.5 299.5 301.2 r� T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET S 09178'13" W 150.05' I R= 5.00 L-70.94 ' E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET 1 D- 3022" CONSTRUCTION ENTRANCE PAD- CB #2 - NOT TO SCALE - M/RAF! FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND TF=295.5 gyti 296.0AN MH I c6 #3 1 SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED TF=2 s.2 I 3003 ce a MASKEL ROAD iF=296-- 7F_3 •2 o 9LVdj Jo o o o 10. PROPOSED HOUSE - CB #1 - -----_---�.9j 8"0 WATER MAIN ?'9� ��� v'p SAN MH#2 �� �� per' _ ----TF=295.6 W--- ------ --- ---- -� TF=301.# i PROPOSED GARAGE FLOOR _W o 0 0 0 0 ce NO `��� ° o 2 PROPOSED TOP OF FOUNDA 77ON0= 301.0 - ��2 0 0200 0 0 c F OrOSED FiN,5'HED FLOOR = 3U2.0 299.5 N APPROXIMATE BASEMENT FLOOR = 293.3 (WALKOUT) wo 0 0 0 0 0 I� o o o o o t TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. o 0 0 c USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS 0 0 0 0 o 4 BASED ON THE ARCHITECTURAL PLANS. 298 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL tv o 0 0 0 0 REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL PLAN 4" MINIMUM coNN.DOT 2' STONE BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND 77-IOROUGHLY REVIEWED ALL PLANS AND OTHER SANITARY SEWER LATERAL INSTALL CONSTRUCTION ENTRANCE PAD FILTER FABRIC DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES FL= 291.0.E PRIOR TO ANY CONSTRUCTION 0' MIN. SANITARY SEWER LATERAL (A MINIMUM OF 20 FEET LONG) WIDTH= 1 FROM HOUSE TO MAIN LINE 91_ 6"0 ®2.4% (2%MINIMUM) NOTES: SECTION SEEDING SCHEDULE - 1. THE PURF'CSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACK NG OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 2. BEFORE CCNSIRUCTION ENTRANCE INSTALLATION, THE AREA OF THE 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. UNDESIRABLE MATERIAL PERMANENT VEGETATIVE COVER: 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS REQUIRE. LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN THIS SURVEY AND MAP HAS .BEEN PREPARED IN ACCORDANCE WITH SEC77ONS ENGINEER - 20-300b-1 THROUGH 2O-300c-20 OF 774E REGULAT70NS OF CONNECTICUT ANNUAL RYEGRASS 100% STATE AGENCIES- "MINIMUM .S-ANDARDS FOR SURVEYS AND MAPS IN THE APPLY 1 LB./1000 S.F. STA TF OF CONNEC77CUT" AS EIDORSED BY THE CONNEC77CUT ASSOCIA T70N OF LAND SURVEYORS, INC.. IT 'S A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESL 4VEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO E= USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE rrrr" ►►r TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ao o ao so 4e'sol r-CONiyvvvee�. � ��OF N!�!CY+j?.e� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 0 / �s !� . <�g ° •�g5_y° iVIANNARINO BUILDERS INC. L.S. NO. 9344 ( IN FEET ) *;3 *�;�1 LL:*. •* IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE s No. 9344 f; No. 9344 APPROXIMATE AND ALL UTILITIES MAY NOT BE '•.A�'o'-�/ceNSE°•�''a����`� %��'-.��CENSE�.�'o���` WINDSOR,CONNEC11ClJT q� �y KILKENN Y HEIGHTS SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR '•.�ssIoNAl E�►'►' �•.ovo s u R� vvv"'"�'►► vvvvs"jlr►►►'►► LOT 16 - � WILSON M.ALFORD,JR.,P.E.B L.S. SHALL CALL 1-800-922-4455 AND HAVE THE pgTE REVISION 187 MASKEL ROAD SOUTH \MNDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATT=: SEPT. 17, 2007 D:M07072PP-16 P:M06099 FOLDER:MANNARINO FILE-.MANNAR]N 0-320 ABBE RECEIVED SEPL 1 [UU/ SOUTH WINDSOR ENGINEERING DEPT. � � G " � i � , D South andsor BUILDING DEgpRTM1CNT 10 THE BIAM46 VEPT. P WN Of SGUTH MViNDSOF This certified that this plan and specifications are tru,, copies oil the proposed (Wilding or alterations to b* erected atI 0' / 6 Street together with amendments st-tad in apnlic tion and filed with plan and I agr a t� coropl,y ntth :ftl zoning. Building and state ::rs J:,d :_^t; orders as shall be Issued by the -tidi g G;:parVa..nt during pendency of this applic nd final issuance of a building permit. ti Sig d T plan Is approved subject to tho condttlon that orders and rrdinances regulating bullding shall be complied with. Conditionally Approved Those Mod witK Building Inspector CcIRrY Oat* N NO TES - 1. AREA OF LOT Ili = 24,118 SQ.FT = 0.554 ACRES. 2. ZONE OF SUBJECT PARCEL IS "A-20". 5 MINIMUM YARD REQUIREMENM- FRONT = 40 FEET V SIDE = 10 FEET �'- REAR = 40 FEET DETENTION BASIN J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - 10' WIDE p N N N ACCESS ROAD TO DETENTION BASIN KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD °-° � `° SOUTH WINDSOR, CONNEC71CUT SHEET 3 AND SHEET 4 DATE. DECEMBER 20, 2006 SCALE: 1 IN.= 4 ti S" N 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIWL ENGINEERS WINDSOR, \ cb fCb `° pNp N N N y CONNECTICUT' 4. APPLICANT- MAP BUILDERS, INC. M ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484 N/F MURIEL C. DEMING 8 pp W i 86 SOUTH WINDSOR, CONNE077CUT 06074 W7NDSOR, CONNEC77CUT 06095 01'2 TELL ,¢t (860) 289-7055 TELL # (860) 688-7288 STREET ADDRESS: 310 ABBE ROAD o N 133•18, N/F MARK V. AND LAURIE D. SMl7H 5. ELEVA77ONS ARE BASED ON NGVD29. 1 0312 cn 16 Rary W o STREET ADDRESS: 324 ABBE ROAD 6. NO ZONING VlOLA77ONS M774 RESPECT TO LOCA77ON OF HOUSE, IF ERE07ED AS SHOWN. J ry a U! m 7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL PROPOSED DE7EN77ON BASIN, STORM w GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL DRAINAGE, UTILITY AND ACCESS EASEMENT 30' MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVATION. MIRAFI FABRIC TO THE TOWN OF SOUTH WINDSOR z� 40 R Y-� �' rn 01 SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME. 294.0 32 3 w�6 8. DURING CONS7RUC770N, M/RAF/ FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. HpUSE EX \RON 9. LEGE D pROPOSE292.1 f - - Io F - 2g3.2 -_� �'� EXISTING CONTOUR o FD SA►J. F-- x 310.0 EX/S77MG SPOT GRADE X 63'O -A � cA i a 310 PROPOSED CONTOUR at -A (noz o 38.0 3pp,0 < 310.0 PROPOSED SPOT GRADE �m z m °cu oo n z `� j 36.6' GRADE TO DRAIN �N r I � �, SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE �z 61�,� 300.0 4 W W PROPOSED WATER SERVICE �� ,.j810" W 10 �gZ 1 i 2g9'0 �`' FD.-� PROPOSED 6"0 F0077NG DRAIN LINE N 1p 1 ti g o o ^ 10' WIDE C.L.& P. CO. EASEMENT, 296.5 I N 9.5% 10' WIDE YANKEE GAS SERVICES CO. EASEMENT CV CHECK VALVE IS REQUIRED ON F0077NG DRAIN LINE AT HOUSE EXIST. IRON PIN - - 1 i _ it 300.7 & S7REET TREE EASEMENT G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET 297.5 137.25' 298.5 - 299•5 30- 0 � T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET S 09'08'13" W 150.05' IR= 00'L=82.87 E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET D= 36'32" CONSTRUCTION ENTRANCE PAD- CB #2 - NOT TO SCALE - M/RAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONS7RUC77ON AND TF=295.5 6Z 296.0 CB #83 I SHALL REMAIN IN PLACE UN77L DIS77JRBED AREA IS STABILIZED g AN MH 1 TF_2 6'2 I 3p03 ice #4 MASKEL ROAD _ rF=296.59 3d1 z o o I. o 0 10. PROPOSED HOUSE - CB�1 -- -----�---�'`9> 8_4 WATER MAIN ?'98 r°9� �''p SAN.MFI//2 �� p�-J" ---- =2ss.s W--- ---- - --- ---____o TF=301.93 wo \��0� o ooboo58 o PROPOSED GARAGE FLOOR = 300.0 N Ce N W o o�}oP'o�o o PROPOSED TOP OF FOUNDA77ON = 301.0 -- - =`St•2 0 `-o o o oC3 PROPOSED F W ,4.ISHED Ovi� = 30.2.0 299.5 + APPROXIMATE BASEMENT FLOOR = 293.3 (WALKOUT) o 0 0 0 o c TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE. \\ o 0 0 0 `J` USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVATIONS 0�0 o o�c0 o BASED ON THE ARCHITECTURAL PLANS. 1 298 3ps8o 0 11. PRIOR TO STAR77NG CONS7RUCAON, THE CON7RACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL p � o 0 0 0 0� PLAN 4" MINIMUM CONN. REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL DOT 2" STONE BEGIN UN77L THE CON7RACTOR HAS RECEIVED AND 7HOROUGHLY REVIEWED ALL PLANS AND OTHER SANITARY SEWER LATERAL INSTALL CONSTRUCTION ENTRANCE PAD FILTER FABRIC DOCUMENTS BY ALL OF THE PERMIT77NG AU7HOR/77ES. FL= 291.Ot PRIOR TO ANY CONSTRUCTION WIDTH= 10' MIN. SANITARY SEWER LATERAL (A MINIMUM OF 20 FEET L(NG) FROM HOUSE TO MAIN LINE 91'- 610 ®2.47. (27. MIN/MUM) NOTES: SECTION SEEDING SCHEDULE - 1. THE PURNSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE THE TRACHNG OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 2. BEFORE C)NSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. UNDESIRABLE MATERIAL PERMANENT VEGETATIVE COVER: 3. THE ENTMNCE SHOULD BE MAINTAINED IN A CONDITION WHICH HILL SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 PREVENT 'RACKING OR FLOWNG OF SEDIMENT ONTO EXISTING PAVEMENT. OR AT OTHER TIMES, WEATHER PERMITTING THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS REQUIRE. LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1-3 LBS./1000 S.F. TEMPORARY VEGETATIVE COVER: SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN THIS SURVEY AND MAP HAS PEEN PREPARED /N ACCORDANCE WITH SEC77ONS ENGINEER - 20-300b-1 THROUGH 2O-30(b-20 OF THE REGULA77ONS OF CONNEC77CUT ANNUAL RYEGRASS 100% STATE AGENCIES- "MINIMUM "TANDARDS FOR SURVEYS AND MAPS IN THE APPLY 1 LB./1000 S.F. STATE OF CONNEC77CUT" AS INDORSED BY 7T-HE CONNECTICUT ASSOCIA77ON OF LAND SURVEYORS, INC.. l7IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESJRVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO 3E USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE 44*1 p CON �����s 04t�r. CoNNi��� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 4a Bo ����0......... -`Tjs� ' �� .•ALF�L'j7�.�� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. °y��° ��=�� •�'0j _� ° : _ MANNARINO BUILDERS, INC. ( IN FEET ) ' �'Iyko 1 L.S. N0. 9344 No. 9344 No. 9344 IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE A o ,,' -'- </ Eo., e .0� WINDSOR,CONNECTKxlT APPROXIMATE AND ALL UTILITIES MAY NOT BE •� o�--.!SENSE,• \��Oe, .��cq- ..... , yo��� KILKENNY HEIGHTS •0GFSS/ONAL �••11 •���i �� /�� ���' • WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 9-24-07 REVISED LOT LINE BETWEEN L07S 1 AND 16 ''��. �� �� LOT 16 - SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SGNATURE AND EMBOSSED SEAL 187 MASKEL ROAD SOUTH WINDSOR, CONNEC11CUT SCALE: 1 IN. = 40 FT. DATE: SEPT. 17, 2007 D:M07072PP-16 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE —julh Windsor 13UILDING DEPARTMENT t"i-E; 1,-:,t f'iis plan and spe c if cations are tcu, tevV,t of,thi proposed Wilding or alterations to be A,-�c�ttd a.t v reel together with amendments stated in application -44 :i t'ad with Man and I agree to comply with all zonln'9. --wilding and state laws and such orders as Shall bG issued by the Building Department during pendency If this appllcalioh and final 'issuance of A building Signed This pl Is approveo subject t10 the co ndltlon that S d6rs and ordinances rokulating building shall be compiled with. dondi'tio,W11i Appkv;� Th filed�Id with OMIdIrfi inspaAor Clerk No. NO TES - 1. AREA OF LOT 16 = 24,118 SQ.FT. = 0.554 ACRES 2. ZONE OF SUBJECT PARCEL IS A-20". ( ,`� ' MINIMUM YARD REQUIREMENTS: FRONT = 40 FEET SIDE 10 FEET REAR = 40 FEET DETENTION BASIN ; J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - 10' WIDE KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD ACCESS ROAD TO DETENTION BASIN �' o SOU7T-1 WINDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DATE.• DECEMBER 20, 2006 SCALE. 1 IN.= 40 FT. REVISION DATES TO 5-8-07 ALFORD ASSOCIATES, INC. CIVIL ENGINEERS MINDSOR, 1 PROPOSED DE7EN77ON BASIN, STORM CONNEC77CUT DRAINAGE, UTILITY AND ACCESS EASEMENT TO THE TOWN OF SOUTH WINDSOR ; 4. APPLICANT: MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 1 13g•18 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484 N/F MUR/EL C. DEM/NG p1.28 pop W 10'86' SOUTH WINDSOR, CONNEC77CUT 06074 IMNDSOR, CONNEC77CUT 06095 N N 12, - TEL. # (860) 289-7055 TEL. # (860) 688-7288 STREET ADDRESS.• 310 ABBE ROAD N o �� p 103 1-9 Z -" N/F MARK V. AND LAURIE D. SMITH 5. ELEVA77ONS ARE BASED ON NGVD29. S 0156� 2s9.s 9 ` �co 289.1+ 291.8 1 a w STREET ADDRESS: 324 ABBE ROAD 6. NO ZONING WOLA77ONS WI7H RESPECT TO LOCA77ON OF EXISTING FOUNDATION, AS SHOWN. �._.. 290.2 ,- l I T----- /b t 298.9 � oo 10 toN� 28g•+ � +2g2.7 7. EXISTING HOUSE - I 291.52 291.6 ` O�m GARAGE FLOOR ELEVA77ON = 300.21 293.8 "� 300.0 FINISHED FLOOR ELEVA77ON = 302.84 2ss.2 N z� 40' R•y�� �a' � y 1 3�9 wrn BASEMENT FLOOR ELEVA77ON (WALKOUT) = 293.34 X 1�� S ENCLOSED DECK n 13 2' f p� 1 W1 295.4 Q 297.4 v NO DECK 12 17.8 EM 299.5 We01. \Rp\J P\N 8. LEGEND - z �� §.5 N HOUSE + 296.9 FAX\S� �. 17NG - 3>0__ EXISTING CONTOUR 30' WIDE YANKEE GAS SERVICES m, EX(g-25-08) 92 1t f x 310.0 EXlS11NG SPOT GRADE COMPANY EASEMENT AREA FD P FD FL= 2 294.6 9 ; T m 3a•4. GM SAN• FL I 300.9 WATER SERWCE V G o 299.0 r w 4.4 + FD-� F0077NG DRAIN LINE =ZX 150' r1 "= - i ` I J Q 0 z w 2 30' to lh, coNC o �i G GAS SERVICE c c� -o�*' L,4 co I STOOP 299,.93 00=w o'� t° t t ; �3' + 302.4 T,E,Tv TELEPHONE, ELECTRIC AND CABLE TV SERVICES r m c o a 294.4 BRICK + 3 Rlc 36t1' C7(�- r• PAVER WALK, -COG 294. 2g9 - W S 6"0 SANITARY SEWER LATERAL �Z 6 � -�'�298.71 x 0-4� 7 10 1� 29 5 300- o+ + 302.5 GV 10 o p YJ f 296.5 1 40 GAS GATE .1$10 pr\ P\N li 299.3 BIT. CONC. - N 302+6 IXI 10 \R ` + N 3 DRIVEWAY - O ` + N EX\S� 301.8 GM o GAS METER ` 295.4 2 7.91 299.85 -' � ^ 302.8 EXIST. IRON PIN _ I 300.54 °j h+ +303.9 Ern o ELECTRIC METER 137.25' 298.2 00 302.9 wv S 09 08'13" W 150.05' R=325 00'L- vv V TRrT 11 V 303.2 jF=302 29N WA icic GA lC 299.1 I D=74363 87' ANs 302.5 B. IN&ouT=2ss.ts HYDRANT #2 `\� 297.94 CB ##3 10' W17DE C.L.& P. CO. EASLEMENT,AN MH 1 MASKEL ROAD TF296.2 . 2gg•gg ' �p 1ELEPHONE BOX 1 30059 �Br 10' WIDE YANKEE GAS SERt4CES CO. EASEMENT TF=296.59 \ & STREET TREE EASEMENT #1 ----- --- 8"0 WATER MAIN . ISAN h4H# ���I�� TT TELEPHONE TOWER ]LVTF=295.5 2s5.6 296.2�- Wv- TAW--- Q ------- ---L------ TF=301.73 i \. ---f-�' ca w- TV O CABLE TV BOX A5 � DQ �\•z rPAra ❑ TRANSFORMER O , SANITARY SEWER LATERAL FL= 291.0± SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 90'- 670 0 4.07. r. i ar RECEIVE® OCT 0 h 2008 SOUTH WINDSOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MIN/MUM STANDARDS FOR SURVEYS AND MAPS /N THE STATE" OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT /S A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ggqq°q°° NwsA ggqql ° �No..�O TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 4,O4 , , �o`. s®e��� ..•ALE �oo�P PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 9-30-08 ADD177ONAL AS-BUILT INFORMA77ON & REVISED 777ZE BLOCK a°e�CP��'�M AIFpA.-C�'=. ee°°��•o�M off'-��,� ♦° :�- ♦ c '� ° • = MANNARINO BUILDERS INC . ,� cam• � � ( IN FEET ) 2-27-08 ADDED CERFICA77oN & REVISED TI7LE BLOCK ;� �:�.:` 4 p`*` L.S. NO. 9344 _* : t .:.e, - ♦ IMPROVEMENT LOCATION SURVEY No.,`9 ,{+ = °♦ a No. 9344 r : CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 1-24-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES Af'--.</CENSE�•''�`����0®, ,< -��CENSE�•�'�'�a®°`® ZN = ROF WINDSOR CCNNEC=JT APPROXIMATE AND ALL UTILITIES MAY NOT BE °� ,, ���e° '• qb ''E °eeeKlLI�ENNY HEIGHTS FS �ONAL �ggeeeo®���oe eese9° q qWILSON M.ALFORD,JR.,P.E.a L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR s-24-o7 REVISED LOT LINE BETWEEN LOTS' 1 AND 16 '"•�. re j/® LOT 16 - SHALL CALL 1-800-922-4455 AND HAVE THE REVISION 1S7 MASKEL ROAD SOUTH WINDSOR, CONNECTICUTUTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 I 4DATE: SEPT. 17, 2007 D:M07072PP-16 P:M06099 FOLDER:MANNARINO FILE:MANNARINO-320 ABBE NO TES - 1. AREA OF LOT 16 = 24,118 SQ.FT. = 0.554 ACRES. 2. ZONE OF SUBJECT PARCEL IS "A-20". MINIMUM YARD REQUIREiMEN7S• FRONT= 40 FEET SIDE = 10 FEET REAR = 40 FEET 1 DETENTI.ON BASIN ; J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - 10' WIDE ; r 1 KILKENNY HEIGHTS SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. 320 ABBE ROAD ACCESS ROAD TO DETENTION BASIN SOUTH W7NDSOR, CONNEC77CUT SHEET 3 AND SHEET 4 DA7F• DECEMBER 20, 2006 SCALE.- 1 IN.= c' ,,; _____- 1 40 FT. REVISION DA7ES TO 5-8-07 ALFORD ASSOC/A7FS, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CUT" 4. APPLICANT MAP PREPARED BY- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. % ROBERT MANNARINO 200 PIGEON HILL ROAD 400 CHAPEL ROAD, SU17E 3-F P.O. BOX 484 N/F MURIEL C. DEMING p1'28too W 1 p.86,' SOU7H WINDSOR, CONNEC77CUT 06074 W7NDSOR, CONNEC77CUT 06095 - N - Z 7EL. ,� (860) 289-7055 7EL. # (860) 688-7288 STREET ADDRESS 310 ABBE ROAD 133.18_'--' 00 %r l N/F MARK V. AND LAURIE D. SMITH 5. ELEVA77ONS ARE BASED ON NGVD29. �r S 01, 652� ,6 ' o�'1 STREET ADDRESS: 324 ABBE ROAD 6. NO ZONING VIOLA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG FOUNDA710N, AS SHOWN. PROPOSED DETEN77ON BASIN, STORM w m 7. EX/S71NG HOUSE - DRAINAGE, U77LITY AND ACCESS EASEMENT 30 y GARAGE FLOOR ELEVA77ON = 300.21 TO THE TOWN OF SOU7H WINDSOR-� ZI 40' R•Y�-- - 18 p �1` wFINISHED FLOOR� 302.64 BASEMEN FLOOR ELVA77ON (WALKOUT) = 293.34 18 O rn ��1♦ ENCLOSED DECK 13.2' N nECK EM Ws o1N o 01293.1 N12' " 17 �� IRON 8. LEGEND - °° N �i 31.5• HOUSE EXIS77NG CONTOUR o !N mI EXISTI23-08� Fp w �1FL_ 292*1�6 o x 310.0 EXIS77NG SPOT GRADE 38.4' GM SAN• FL=, N m m N l W WATER SERVICE f�r1 Q(n 4'"��I N 15.0 r,14.4' - O c Fp- F0077NG DRAIN LINE C'3 0 o X Z �1C +� I D i SjaoPC' o G GAS SERVICE m�� o o ��3� I o 13 36.V T,E,1V 7ELEPHONE, ELECTRIC AND CABLE TV SERVICES n o I I 299.2 1� 2= 4i 6"0 SANITARY SEWER LA7ERAL ;0 z Z 61�' I 40' "DO-j �0 GV W 1p STONE °j 29.4 GAS GATE 10�8 M I N 3 DRIVEWAY �� 10' WIDE C.L.& P. CO. EASEMENT, N I n 10' WIDE YANKEE GAS SERVICES CO. EASEMENT GM o GAS ME7ER 29 EXIST. IRON PIN 9.7 t I 11 & S7REET 7REE EASEMENT 300.5 Er.+o ELECTRIC ME1ER 137.25' 298.18 1 I Wv WATER GA7E S 09 08'13" W 150.05' 299 15WN R=325.00'L=8 .87' HYDRANT �t D=1436 3 " TFC2955 297.94, CB #3 I `\�\ TF=298.2 299.04 299.95 �qh.' AN MH 1 y I 300.59 CBp��4 CB #1 -- ---_- -__ 8"4 WATER MAIN `'9 297.95 ,I �''p SAN MHQ 296.2�- wv- W---=------- --I---------� TF=295.6 287 s - TF=301.13 A r 0 i SANITARY SEWER LATERAL FL= 291.0t SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 90'- 670 ® 4.0% THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE W17H SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STA7E OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT 1S A LIMI7ED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE �� e ,fit���niii���i. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 40 80 e'Its"R„CONIV,r"' eep pp�CONN !..e e �, ��77�� ♦e�� ALE,--7 �� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ''♦��QCo�M. Alpo: Is ,.��P.' 0�o ; MANNARINO BUILDERS INC. ( IN FEET ) : :3 �: , : d '`� A: `. L.S. NO. 9344 No. 9344VJ;��IJ fo` 9344 * IMPROVEMENT LOCATION SURVEY G°ll/IL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 1-24-08 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES A o ,;��� ,,° o., � e,�♦♦♦ WINDSOR CONNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE �, o,�--�/CENSE,• \-�'e,• •.��cq"-.;cENs�.yo eee KILKENNY HEIGHTS •- S Ea$$eee o•� ���� ���'' WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 9-24-07 REVISED LOT LINE BETWEN LOTS 1 AND 16 °;;` a LOT 16 - SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 187 MASKEL ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: SEPT. 17, 2007 D:M07072PP-16 P:M06099 FOLDER:MANNARINO FlLE:MANNARINO-320 ABBE 10 THE BUIIDW DEPT. TOWN Of SOUTH WiNU�u. This certified that this plan apd specifications are trL- copies of the proposed building or alterations to b- erected at /j (L ztre., together with amendments stated In application anc filed with plan and I agree to comply with all-zoning. Building and state laws and such orders as shall be Issued by the Building Department during.pendency of this ap iication and fine[.Issuance of a building permit. of y�r) ori•— Signed u This plan Is approved subject the conditl n that orders and ordinances regulating building shall be compiled with. Conditionally Approved These filed with Building Inspector Clllt� ".t. Nb.