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HomeMy WebLinkAbout120 STRONG RD S APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION _ APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: 1-70 DATE INSPECTOR LOCATION OF WORK: 47 :s;-R APPLICANT: OWNER: TYPE OF STRUCTURE: W<EW BUILDING NAME: L j, NAME: l�E[On/ ISiARETTt oADDITION PHONE NUMBER J06 U-A/'-y/T / PHONE NUMBE�yR:�/ o EXISTING BUILDING ADDRESS: jyS Lei A/47, EF, ApO J ADDRESS: I/7 S, /"//)i AI G�gg TYPE OF USE: � Cif c RESIDENTIAL v6M4vIEItCIAI. ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: �Si aJ C L A f&ASt SIZE OF SERVICE: �' L+'D /+� /o? Zm H 7 C a I SIZE OF MAIN SERVICE: je [gzx£Mt126 r_i 6N i /a2' 4illL,z'I NUMBER OF METERS: t yc/2 0,7& 7 F / 0.,;7/fir A-7,V t I NUMBER OF PANELS: / 1 NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: LDL. NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: -4,-3-7 1 NUMBER OF POWER CIRCUITS: iJ FEE SCHEDULE:$18 PER S1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT 7 IS S1.00 OVER (26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: 7 PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY 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 PERFOMANCE OF SUCH WORK. n CONTRACTORS LICENSE NO.: /a S-,;Ll q TYPE: STATE: i SIGNATURE OF APPLICANT: DATE: �I Electric # APPLICATION FOR BUILDING PERMIT Plumbing#_ n HVAC# I rl�no ���� Date: 10" ' t Sprinkler# {�r Estimated Cost $ O 00 O FINAL APPR VALS Building _ COMPLETE RED BOXED AREAS Permit Fee $ 1, Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.for C ► SIGN ON REVERSE SIDE t '^ Total Fee $ 1 1 110 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 119 The undersigned hereby applies to do work according to the following: Applicant-- �� tJ �� Location of Work^ -AO t1 /Lot No. Applicant's Address >!� 'Ovi 1)-') 1 Tel # N-D Town_1 n Zip D7 Lie.# Owner J ` Architect Owner's Address so N Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. DV 2nd Fl. 3rd FI. Total New Area Purpose of this permit N(-W , -�-. City Water J Well J Septic System J Sewer J Ins: HO SP Cert. Area BasemcDt Garage Approved by Date/01,� 17 Use Group Construction Type or Revised 1108 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 which this b ing and its use is allowed. Signed 1 I hereby apply for a Certificate of Occup cy for the work described in this application for the permit. x Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 201800327 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/12/2018 FEE: GIS ID: 87000120 ZONE: MUNIS APPLICATION# 201701424 THIS IS TO CERTIFY THAT 1 q f s.r ER �ICATION NUMBER 201701424 CONFORMS SUBSTANTIALLY TO THE CTIrU�BAIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TO QF, AP�gQVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY: W B G COfi FO E A EQUIPMENT REPAIR. SPECIAL CONDITIONS : NOTICE: IF THIS CERTIFICATE IS LOS k Ti ; _ cA SHO 13& BTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. , CONSTRUCTION TYPE: bp OCCUPANCY GROUP: . - 1 . BUILDIN FFIC AL 9/1 2/201 8 9:46 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET 09/12/18 Printed by Acevedo, Maria 09 52:28 INSPECTION: 99236 FOOTING PERMIT: STATUS APPLICATION: 201701424 LOC: 120 STRONG ROAD SOUTH WINDSOR PROPERTY ID: 87000120 OWNER: QUALITY PAVING CO INC CONTRACTOR: REQUEST BY: PROJ DESC: NEW BUILDING CONSTRUCTION FOR STORAGE AND EQUIPMENT REPAIR. WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: 04/03/18 PRIORITY: SCHEDULED: 04/04/18 AM COMPLETED: 04/04/18 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 04/23/18 DOUG PASS B003 FRAMING (ROUGH) 04/23/18 DOUG PASS E003 ELECTRIC ROUGH 07/25/18 DOUG PASS BO10 FINAL 09/12/18 FOLG PASS Z003 CO PLANNING INSPECTION SITE COMPUM CKLIST TOWN OF SOUTH WINDCSOR,ECON EN CTICUT 707TO3 7010 ***** FOR C OF O***** /� s(�1Jh1 WIND9t�t PtI+NN!�D�!'L ADDRESS 120 SlrOR� (2d� LOT/UNIT# Reviewed by 13 0 (Engineering) CONTACT/DEV 4yAk1tj Date Reviewed T / AR�7®d/Denied PH# (D cl ' �0 S I n Reviewed by 4017 (Planning) Date Submitted Date Review Approv Denied Date Reviewed Approved/Denied (Health) 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 parldng 4. Utility location; a. sanitary sewer/septic systems b. foundation drain C. electrical&telephone l d. water e. other / 5. Sewer connection charge paid 6. Appropriate certification 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Lighting b. Signage Freestanding Wall C. Fee in lieu of Open Space i COMMENTS: Voe's ` 00 ' tQ s,/engineerirg/mMloy/site compliance cheddist CONSTRUCTION SEQUENCE \ 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A \ PRE-CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE-OUT THE LIMITS OF CLEARING AND GRUBBING. N F a f e I WF#1 3. INSTALL ANTI-TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION LEGEND OF ANY UTILITIES OR SIGNS. X67,72 5. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING OP. CONIC. WF#16 • IRON PIN TO BE SET AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES. 64BLOCKS 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS 5.0' 0 EXISTING IRON PIN AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY 5 0' X67,30 rein. O MONUMENT TO BE SET AFTER CREATION, ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR min-tea/ LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF El EXISTING MONUMENT DISTURBED AREAS. e- EXISTING UTILITY POLE 7. CONSTRUCT AND STABII_I7_F WATER QUALITY/DETFNTION BASIN AND SWALE INCLUDING OUTLET STRUCTURE, AS SHOWN ON THE PLANS. NO STORMWATER SHALL BE DISCHARGED TO THE BASIN UNTIL THE BASIN IS STABILIZED WITH f ,' ,/ EXISTING CATCH BASIN AND PIPE LOAM AND SEED, OR EROSION CONTROL MATTINGS. RE �S 0 y ' _ _ S = = EXISTING SANITARY MANHOLE AND PIPE 8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS. WF# / / IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. ,' K ES) / / / / W WATER LATERAL 9. PLACE PAVEMENT, LOAM, SEED AND MULCH OR HYDROSEED ACCORDING /x - / b ,� —3?0— EXISTING CONTOUR TO SEEDING SCHEDULE. 10. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING, -- PROPOSED CONTOUR THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY WATER-JETTING AS NEEDED AND CATCH BASIN SUMPS �, x67,05 /',' � \,� CENTER LINE BROOK X61,95 EXISTING SPOT GRADE SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED. • - - - 25' / , r' x6i 9s`' PROPOSED SPOT GRADE NOTE: CONSTRUCTION OF BUILDINGS TO COMMENCE ONCE GRADING OPERATIONS IN �, ,� , ,(�Q�' ' / \ 67,15 y-Xc�44 , 1a- �\ i' `\ SURFACE DRAINAGE FLOW DIRECTION AREAS OF THE SLAB ARE COMPLETE. CONSTRUCTION OF BUILDING TO BE ,- _� r � Co 6. O i '0 AREA . \� i , EXISTING TREELINE COMPLETED AS PART OF OVERALL SITE WORK. 6' (30'x50') PROPOSED TREELINE ESTIMATED START DATE FOR CONSTRUCTION - FALL 2006 / \o�rr � . ' `� (Q� � � ` �' � �_-, .\ -- EXISTING PROPERTY LINE ESTIMATED COMPLETION DATE FOR THE PROJECT - SUMMER 2007 , a x66�, ��F�. � - � — REGULATED AREA QU Ll PAVI G CO . , v o 11' 4�6 — ACTUAL BOUNDARY LINEINLAND WETLANDS 78 5 A E — 5 ,32 9 ±/' S. F. ,t ® �, I i IS THE CENTER LINE OF D PROPOSED SCREENED DUMPSTER PAD (SEE DETAIL) 1 . 2± AC . ❑ N F C h a retie La u ro e A & Kevin .� THE BROOK X ` 8, / PROPOSED DUMPSTER PAD 1 � F 22 (SEE DETAIL) �t r `�\ ` I- . - - - - rs00 68 6 61q, 8, Q 84\ � '� OPERATIONS AND MAINTENANCE SCHEDULE / BLDG ON p AREA TO BE BIT. PAVEME Q \ , o SLAB Ov 4-c� `, �\\ PIPE LOCATIONS: THE PIPE OUTLETS AND ASSOCIATED 0 2,520 SF. // � \ W '2� , \ RIPRAP SHALL BE INSPECTED ANNUALLY AND CLEANED x 8 0� co FF: 69.000 c IMITS OF j \ `� OF SILT AND /OR DEBRIS. THE RIPRAP SHALL BE �s 1 RE-SHAPED AND REPLENISHED AS REQUIRED. oQ���oQ��z o 68.75 G VEL ARE r 65� 7 / ,75 Q�� � 6g 6 LIGHT G (OP `, E 'i = AREA TO BE PAVEMENT SWEEPING: THE PAVEMENT AREAS SHALL BE G p PRO YY 0 BIT. �2 00 �� HT.=1 t �J` 1 ` 1 PAVEMENT SWEPT AT A MINIMUM OF ONCE PER YEAR, IN THE 68. �b 6g, (WALL M NTE �, ` `, �1 ( � � SPRING SHORTLY AFTER THE END OF THE SNOW SEASON. 7 � FULL CUT- FF `� �' '�, \ '� FLOOD LTG F TYP. 1 SWALE/DETENTION/WATER QUALITY BASIN: THE GRASS � I `, � � p . � . p . Investments , L��, SWALE IS TO BE MOWED AT LEAST TWICE A SEASON TO 80 REGULATED 1 R ftKEEP THE WEEDS AND WOODY GROWTH DOWN. ALL LARGE UPLAND REVIEW 1F# ,� WOODY GROWTH THAT MAY AFFECT THE FLOW OF WATER AREATQB� x6 `'O AREA 6 OR THE STABILITY OF THE BASINS OR SWALE SHALL BE X� 36 GRAVEL \ • ! \ REMOVED. THE SPILLWAY SHALL ALSO BE INSPECTED AFTER ANY FLOW PASSES THROUGH IT. THE RIPRAP - / 67,50 X66, 65,75 �, �\ GRASS SWALE PROP. 6 WIDE; 120 o s=1.o9G SHALL BE RE—ARRANGED AND ADDED TO AS Rr IR`C `�►' ` TO MAINTAIN THE DESIGN AS PER THE DESIGN PLANS. ANY EROSION OR OTHER PROBLEMS THAT MAY AFFECT ' THE PROPER OPERATION OF THE WATER QUALITY BASIN 1 1Q, I ' 67.75 S�Oq�iOa� \Y -5. 65.6 SHALL BE REPAIRED PROMPTLY. C 10 ,. a o,� CENTER LINE BROOK l� CATCH BASIN: THE CATCH BASIN SHOULD BE INSPECTED sI o '\ MONTHLY FOR EXCESS HYDROCARBON/ FLOATABLES. ' S \\ `�' r THE CATCH BASIN SUMP SHOULD BE CLEANED WHEN THE GHTLrNE,gSp�� \ ���� �k/�. 9 8. `� — \ '� , 1 # r r DEPTH OF THE MATERIAL WITHIN THE SUMP REACHES 1 '. p co - NI', 50' BUFFER AREA T BE I r , � �� SILT FENCE (TYP. NOTES: 5 GRAVEL ) 1. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART ' - PROPOSED 120'- 6' �� �y , ,' OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. CONCTRUCTION ENTRANCE , / i `,VINYL FENCE (OR o ' ' SEE DETAIL � EXIT ONLY \ , o ,' 2. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY ` EQUIVALENT) / ^h `O , WF#27 AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. \ — N r \ T / � W , 3. STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. W.V. I r R— 2 5 l 0 1 4. BEARINGS AS DEPICTED ARE BASED ON REFERENCE MAP 1. RIPRAP APRON �F 12' LONG X 9' WIDE S SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 13, ON SOUTH WINDSOR TAX ASSESSOR EX. CB tiY� � , W.V. \ `w �,�, ��� " ACTUAL BOUNDARY LINE MAP 96. TF: 70. 72 I S THE CENTER LINE O F 6. ANY ENCROACHMENTS f,RE DEPICTED AS SHOWN. O� �� �� �i 7. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS AS DEPICTED. INV: 64. 69(15" RCP(E)) I \ I p �s / , , F 30 THE BROOK VE PQP oo Iry ,`� , 8. VERTICAL DATUM NAD '29. / E X. C B \ / / �} N 61 CENTER LINE BROOK 9. WETLAND FLAGGING PERFORMED BY HIGHLAND SOILS, LLC IN JULY 2005 AND LOCATED BY DESIGN PROFESSIONALS, INC. / \� CONCTRUCTIO_ T N R— 3 5 � -66" � � PROP FE / TF: 70. 55 , INV: 6 4. 05 15�� RCP SEE DETAIL �/ ,, ,' FL: 62.0 10. PROPOSED FLOODLIGHTS WILL BE MOTION DETECTING AND WILL BE DIRECTED DOWN TO PROHIBIT / ( „ (�)� ENTRANCE ONL 6 ' 15" FE EXCESS LIGHT BEYOND THE. PROPERTY LINE. INV: 6 4.84(15 RCP( �V)) \� \ \\ Z� / ' �� # 1 INV: 62.33 OBSTRUCTIONS. EXISTING VEGETATION STION ALONG FRONTAGE OF APPLICANT'S PROPERTY TO BE TRIMMED TO ELIMINATE NFq`go 4 \\ ` 1 CB CT- EX. CB MAP REFERENCES: / TF: 67. 19 \ \` I S TRAPH `, , / WF#33 �� 1. MAP SHOWING PROPERTY TO BE ACQUIRED BY GLEN A. KNAFFEL STRONG ROAD, SOUTH WINDSOR, \ (SE `�j` I N V: 6 2. 85(15 C P P (S)) CONNECTICUT, SHEET 1 OF 1, DATE:11-30-01, REVISED 12-11-01, SCALE 1"=40' ESM H �6 TF: 65.20 , „ BY THE BONGIOVANNI GROUP, INC. TF: 71 .70 0-12"INV: 62.30 tr INV: 62. 65(15 CPP(NE)) � >, SN 8 � �� 2. MAP FOR JUDSON A. & KATHLEEN B. BANCROFT AND THE ESTATE OF BENJAMIN L. BANCROFT, oper9ing to 6 on Ic Sj�T l I N V: 6 2. 76 1 0 P VC E MAIN STREET-STRONG ROAD, SOUTH WINDSOR, SCALE 1"=40', MAY 1972, INV: 61 .05 c ( ( ))�I WILLIAM J. CARRINGTON, REG_ L.S. OWNER APPLICANT: \ , 0 So, I QUALITY PAVING, CO., INC. ~ ' ' FF 3. PROPERTY OF PRESTON TRUCKING COMPANY, INC., 150 STRONG ROAD, SOUTH WINDSOR, SURVEY NOTES. 194 SOUTH MAIN sT. HEADWALL ` - " `68- ' _ , , IGy� oTF3k CONNECTICUT, SCALE 1"=50', SHEET NO. ONE OF ONE, CLOSE, JENSEN & MILLER, CONSULTING r ' OTINF� rI ENGINEERS, LAND PLANNERS & SURVEYORS. 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3OOB-1 EAST WINDSOR, CT 06088 INV: (15 )6 3. 9 4 \ \ ,�' �1 S00' 4. PLOT PLAN, RESURVEY/PROPERTY SURVEY PREPARED FOR: B&M ENTERPRISES, STRONG ROAD, THROUGH 20-3OOB-20 OF THE REGULATIONS OF CONNECTICUT AGENCIES - STANDARDS FOR PHONE: (860) 690-6510 � ` '': SOUTH WINDSOR, CONNECTICUT, SHEET 4/13, DATE: OCTOBER 7, 1998, SURVEYS AND MAPS /N THE STATE OF CONNECT/CUT" PREPARED AND ADOPTED BY THE FAX: 860 292-1 103 \ ,!, \ DESIGN PROFESSIONALS, INC. CIVIL ENGINEERS, PLANNERS, SURVEYORS, GIS. CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 7996, lT lS A PROPERTY/TOPOGRAPHIC SURVEY BASED ON A DEPENDENT RESURVEY 5. CADASTRAL MAP OF TOWN OF SOUTH WINDSOR, HARTFORD COUNTY CONNECTICUT LAST CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. ' \ \ UPDATE: DECEMBER 12, 2003, SHEET 96 SCALE 1"=220' BY FUSS & O'NEILL, INC. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES, IMPROVEMENTS, AND TOPOGRAPHY J OF THE SUBJECT PARCEL. o u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS 860 291 8755 PROPERTY OF: SHEET y LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ��,p��yu�y�� m INFORMATION. ALL EXISTING UTILITIES SHOULD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. GRAPHIC SCALE T�ylYtyy�Vp/N1U"If11n1+ MM ERo CONTROL esi n QUALITY PAVING CO INC BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40 g • + 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4/18/08 REV. PER TOWN COMMENTS JAS &rof e s s i o n a i s inc.BY A LICENSED LAND SURVEYOR PRIOR TO IN FEET DESIGN. JAU DRAWN JAU CHECKED: LI?G CONSTRUCTION. 2 10/10/06 PER TOWN COMMENTS JAU �� 6"'Ie'''� = 2Q� , ���®�� ®�� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 9/27/06 PER TOWN COMMENTS JAU ( ��� 1 inch ft. 0 Civil Engineers • Planners • Surveyors • cis ✓OB NO.. 2147 DATE.• 2121106 4 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., LS. #12 7 165 south satellite road south Windsor Connecticut 06074 DRAW/NG NO.: SOUTH W` UNDS®RD �®��������� OF THE PROFESSIONAL ENGINEER SURVEYOR. NO. DATE DESCRIPTION BY -o W N V-HLL E LA o. ESN N N M' O Q 2 a?4 j s N M p 0XOLnLOT W ^ c) M ao vo N � cyca � � cc z W a13E N 14 N W Q 000 _ I N 0 ao ao r N BANCROFT O C Z 0) W N/F Q 3 Lu GLEN KNAFEL Rp srp p `o = ; j a VOL. 897 PAGE 148 "p ; nz c rn N Oco z G y _y Lu LEGEND m W EXISTING DESCRIPTION 0 Z~ Qo O O W co o = !• i, Rpgp o N BORINGS Ss �` U. a Tp mi BORING / TEST PIT LOCATION S0, S6676'53"E ' �� I-N y COMMUNICATION /��p 7.75E V _ � w, W J cx OVERHEAD COMM. LINES (CABLE, TEL, ETC.) �ry ` ♦ oo BRppk aff v - - - cx- - - cx- UNDERGROUND COMMUNICATION LINES � m CONTROL POINTS \ \ x68. BENCHMARK / YYY / LOCATION PLAN DOMESTIC WATER 1"=1000' R; gga - - - Wx- - - Wx- WATER MAIN -9.Q 1 I � �� - - - we WSx- - - wSx- WATER SERVICE ^ I Y l� � © WATER VALVEIts '6�g� FIRE HYDRANT h. Ila LIGHTING / / -lu a it � / GRA VEL f x 66.8 x POLE MOUNTED LIGHT x68.3 x65.8 NATURAL GAS - - - Gx- - - Gx- GAS MAIN - - - Gsx - - - Gsx - GAS SERVICE LINE \ m NOTES. 84 \ \ I 1. PROPERTY IS IN THE / ZONE. POWER \ x65.7 2. PARCEL CONTAINS 53,330E SQUARE FEET OR 1.22E ACRES. 4-+ bA c0 O EO,� ELECTRICAL LINES, OVERHEAD ¢O \ x66.7 I J. HORIZONTAL DATUM /S ASSUMED AND VERT/CAL DATUM lS BASED ON c > = \ \ I \ NGVD29. 0 L co U - - - EUx - - - EUx - ELECTRICAL LINES, UNDERGROUND Q•OQ 68.1 \ I 4. PROPERTY IS SUBJECT TO RIPARIAN RIGHTS IN FAVOR OF OTHERS. p � L 5. PROPERTY DOES NOT FALL WITHIN THE LIMITS OF A FLOOD HAZARD ZONE w U O O � UTILITY POLE / Q / I L V) AS DEPICTED ON. 'FIRM FLOOD INSURANCE RATE MAP NUMBER a +� � -0 PROPERTY LAURIC A. & E WN J �Q `\ / l ` 09003COJ76F TOWN OF SOUTH WINDSOR CONNECTICUT HARTFORD COUNTY w N Q OVERHEAD DOORS I o_ COMMUNI TY NUMBER 090036 EFFECTI VE DA TE.• 912612008 FEDERAL °' O 3 - - PROPERTY LINE VOL. 1275 PAGE 36 / / ` �w EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. �'O 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED �- s EASEMENT LINE 0' / / m o 11 0 0 I cn AND NOTED HEREON HA VE BEEN COMPILED, IN PART, FROM RECORD 0 IRON PIPE '� I Ism MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR 0 GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER N 0 IRON ROD PAVEMEyN/T J I SOURCES.THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN x 66.4 Z 0 MONUMENT EXISTING Dry / I m NA TURF. ADDI TIONALL Y, OTHER SUCH FEA TURFS MA Y EXIST ON THE SI TE, 0 z N m BUILDING ro THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. B ROADS 2 FF-68.94 / I x65.8 THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE s� � , a m w 62' I \ 2 FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR a N o j I u J GUARD RAIL o. x68� / I I TO CONSTRUCT/ON. Qv 0 n 7. CONTRACTOR SHALL CONTACT 'CALL BEFORE YOU DIG" FOR UNDERGROUND �- O R -�� SIGN UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF SITE FEATURES ¢D•7• x67.2I II \ 1 mjp CONSTRUCTION. 1-800-922-4455 OR WWW.CBYD.COM. Q •• • EDGE OF WATER I v / I m -x x x x- BARBED WIRE FENCE CHAIN LINK FENCE \ x"68.4 / / N/F x s5.7 I U RAIL FENCE �l / f/ //VOL. 2624 PAGE 93 I \ 0 W \ / x / / � STOCKADE FENCE k P / WIRE FENCE S.'`� GRANEL 80.00 A O Z �3 67.8 Q Z , / ONT y l REGULATED ARE V O STONE WALL ' // -9•Q0 \ / \ O Z wTREE / 1 \ .I I= TREE LINE ' / \\ cl) F" cl SANITARY SEWER Z N GRA VEL // 11 1 ' / , u 3 - - - sx- - - sx- SANITARY SEWER MAIN I \ / x67.2 ) - - - sSX - - - Ssx - SANITARY SEWER SERVICE LINE \ / / I / 1� p sQ SANITARY SEWER MANHOLE SNET #3047\ I \ \N, I // I / `Oo N O / STORM SEWER \ \ i \ 1-1\ \S�'BU I \ l / x636 / i� F N. F x ox- STORM DRAIN PIPE ` BIT. x•f�5 J \ \ I • R1 QQ STORM DRAIN MANHOLE ` \ \ ` APRON N/F ® CURB INLET ♦ °\, / OLD DOMINION FREIGHT m J El CATCH BASIN LINE INC.\ \ qS Mq `` � \c,5, \�\ \\\ \\ // VOL. 2173 PAGE 127 m TOPOGRAPHY \ 0 - - - - -9$-- - - - - CONTOUR � ` ( FNF o\ \ \ \ / / x63.5 X61.95 SPOT ELEVATION \ \ ` `� J ♦ \ \ \ GRAVEL o WETLANDS \ ` SN 87 WETLANDS LINE \ W.V. ♦ ` \ \ I 1 INV-61.89 z x63 N EX. CB yL - �� \ \ \ ° I � l I O ro Y� W.V. \ I \ c v) TF: 70.72 1 \ \ \\ I \ I 1 �� > LLj INV: 64.69(15 RCP(E)) I `���,\ �' \ \ \ ♦ ABIT PRON l �i' `` ` ♦ ROW co `'\ F ARBORVITAE EX. CB x � MAP REFERENCES- TF: INV: 6 4.C}5(15" RCP(S)) ``` ♦ \ \\\ / ' 1. PLOT PLAN PROPERTY OF QUALITY PA VING CO. INC. STRONG ROAD SOUTH ~` / \ 15 F E WINDSOR, CONNECTICUT DATE. 2121106 SCALE 1 /NCH=20 FT. REVISED TO INV: 64.84(15" RCP(W)) ``` \ Gq _ / TF-65.40 2. 9127 06 BY DESIGN PROFESSIONALS, INC. PROPERTY OF 2�QUALITY PA VING CO. INC. Q INV-65.18 INV: 62.33 0 \ N (12 HDPE) STRONG ROAD SOUTH WINDSOR, CONNECTICUT DA TE- 2121106 SCALE 1 E X. C B INCH=20 FT. REVISED TO 4118108 BY DESIGN PROFESSIONALS, INC. 0 \ ' \ ♦ TF: 6 7.19 z o ESMH \ \ \ \ \ \ INV: 62.85(15" CPP (S)) p 1 INV: 62.65 15" CPP NE SURVEY NOTES -� 11- ' 71 .70 \ ` SNE�.�304� r i of ( )) 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF Z O INV: 61 .05 `�\/` -~ / INV: 62.76(l a PVC(E)) CONNECTICUT STATE AGENCIES SECTIONS 20-3006-1 THRU 20-300b-20 AND THE W 'STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS O ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON W N SEPTEMBER 26, 1996. W P It / H E A ALL \ //// \ TYPE OF SURVEY/S AN IMPROVEMENT LOCA TION SURVEY-RECORD AND lS INV: (1 ")6 3.9 4 `' // / 1\ INTENDED TO DEPICT THE LOCA TION OF EXISTING CONDITIONS RELA TI VE TO O 0 W PROPERTY LINES O / \ • THIS IS A RESURVEY BASED ON MAP REFERENCE/1. a > o • HORRIZOWTAL ACCURACY MEETS CLASS A-2 STANDARDS VERTICAL ACCURACY 2 p Q /T/ \ \ ` \ MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEETS CLASS T-2 ¢ N c STANDARDS. N ' TO MY KN EDGE AND BELIEF, THIS MAP IS SUBSTANTIALL Y CORRECT AS NOTED/ HEREON. SHEET 12327 V l 6 LAWRENCE R, GEISSLER, ✓R., L.S. LIC. N0. -,ij LL 201800327 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/12/2018 FEE: GIS ID: 87000120 ZONE: MUNIS APPLICATION# 201701424 THIS IS TO CERTIFY THAT 120 STRONG ROAD UNDER APPLICATION NUMBER 201701424 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: f 4 .....y APPROVED FOR OCCUPANCY NEW BUILDING CONSTRUCTION FOR STORAGE AND EQUIPMENT REPAIR. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE 1S LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: /Z Av4x�� OCCUPANCY GROUP: BfJllt ING O FICIAL 9/12/2018 9:46 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 1700589 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/23/2017 GIS ID: 87000120 FEE: 1080.00 MUNIS APPLICATION# 201701424 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: QUALITY PAVING CO INC ADDRESS: 120 STRONG ROAD ADDRESS: 100 STRONG RD OWNER: QUALITY PAVING CO INC S WINDSOR,CT 06074-1023 194 SOUTH MAIN ST EAST WINDSOR,CT 06088 DESCRIPTION OF WORK: NEW BUILDING CONSTRUCTION FOR STORAGE AND EQUIPMENT REPAIR. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH TI{E APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/23/2017 9:52 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800105 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 04/23/2018 GIS ID: 87000120 FEE: 144.00 MUNIS APPLICATION# 201701424 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: D&E ELECTRIC LLC ADDRESS: 120 STRONG ROAD ADDRESS: 345-B NUTMEG ROAD SOUTH OWNER: QUALITY PAVING CO INC SOUTH WINDSOR,CT 06074 194 SOUTH MAIN ST t EAST WINDSOR,CT 06088 DESCRIPTION OF WORK: 200 AMP SINGLE PHASE SERVICE AND PANEL. 12 LIGHTS,2 WALLPACKS,2 EXIT/EMERGENCY LIGHTS, 12 OUTLETS, 1 WELDER OUTLET AND 1 UNIT HEATER. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 4/23/2018 10:34 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE