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HomeMy WebLinkAboutDrain Layers Permit 6 Redrock Lane TOWN OF SOUTH WINDSOR INSPECTION REPORT Permit No. 7628 Con5,pact'or` SMOUES;.,,,.CONSTRUCTION (JOHN) Location 0006 REDROCK LANE Address 67 k DEi.$ ROAD Type Work NEW SAN LAT SOUTH W<IMOSOR C::T 06074 Shone 'No (& 462-1823; Date Insp Needed Date Ins ( Time Insp Needed ° r ------------ Ti m� SP o eei Inspected By :. ; v Work in Progress —conl GLed�ir � .: � . -- --- =---"-'�'- SC --_-- k-Clio— e. 5 i input �'�i7ate Permit No. 7628 Town of South Windsor, CT !i Permit Date 05/13/2003 Drain Layer Permit Expiration Date 06/12/2003 Descrip: CASH PD FOR PRO-RATEb USER FEE i Applicant Location I Name JACQUES CONSTRUCTION (JOHN) Ac�slr 0!)6 REI3.ROCK.,LAND Addr. 67 RIDGE ROAD (wiier CLARK REALTY INC i' SOUTH WINDSOR CT:: 06G.-M.I... Phone No. (860)432-1823. ,' •+ u The Drain Layer assi ned dais f �z Y 9 p � i uladiCense i sized by the ,a:xw2s ,a state and hereby agrees.to x11 the term§ and conditxoxfs Set=:foi in the attached 'Conditions' Al work sha7 6 ` bordance ivi:th Town of South Windsor standards, aTJ OSHA require .,; tzd O e attached-:''conditions. Issued By _1' n _' ! --E/� Tit1E> dE + "�3,� ✓ f Date Inspected p ------------------- I zi sp"e'c t e d By ...-------------- TOWN OF SOUTH WINDSOR SANITARY , SEWER LATERAL FIELD LOCATION DATE OF CONSTRUCTION:' r e � BUILDING ADDRESS 00<� � q n � STREET : e� `� �c K L a pi le- SUBDIVISION: ea''► fl 'l NORTH ARROW __-__---- --------_____._.....__ S t f I t i_..__Poll- ._t.-__-`-_-__. ..._ ' t I t-� f ; € s ( E , f - _- 1 , , 1NL �dl �/kL ®h Co r'co;9 are CONTRACTOR (PRINT) NAME F CONTRACTOR'S SUPER SOR (PRINT) STREET ADDRESS SI NATURE DATE TOWN STATE ZIP INSPECTED BY TOWN 91 P /92-, 0 (v 2. DATE ELEPH NE-NUMBER WHITE TOWN PINK - CONTRACTOR YELLOW - CONSULTING ENGINEER / DEVELOPER APPLICATION FOR DRAIN LAYER PERMIT TOWN OF SOUTH WINDSOR PUBLIC WORKS DEPARTMENT TOWN HALL 1540 SULLIVAN AVENUE SOUTH WINDSOR, Cr FEE $60.00 Y Location of proposed work: 62 R-p— 4 LAC& Lot # _ Street No. Street Name Premises owned by: Name of Firm: — - Phone: �= Address of Firm: TYPE OF WORK: ` Lay House Drain ; Repair House Drain ; Lay Main ; Lay Lateral for Commercial/Industrial Building of acres Connection will be made with SCR - Existing Water Supply: Public Water ZWell Proposed Start Date 5113le Estimated time for completion 1 vjL I F1 8W1'�`8P�58tiT 1 TtKiD50R 1 6A1 6S -_ __ _ . -. .._1AInL�1�,�n Qc two_-. -- - - ALL OSHA REQUIREMENTS AND CONDITIONS ATTACHED TO THE PERMIT Permit is to be issued to ® the holder of Drain Layer's License No. go 9R .3& . Onl holders of P1 or P7 licenses will be issued a permit. PERMIT WILL EXPIRE THIRTY(30) DAYS AFTER DATE OF ISSUANCE. The undersigned Drain Layer hereby agrees to all the terms and conditions set forth in the permit and attached thereto. Applicant has received Town Street Excavation Permit No. and/or ConnDOT Permit No. CBYD No. Signed: Print Name: yv'cx a Vc S Licen d Layer Date: 3 G25 Standard Forms\Permits\APPLICAIION FOR DRAIN LAYERS PERMIT.doc NOTES: LEGEND 1. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. O IRON PIN TO BE SET 2. THE BUILDING LOT SHALL BE LOAMED, SEEDED, AND MULCHED o MONUMENT TO BE SET WITH STRAW PRIOR TO ISSUANCE OF C.O. (IF THE SEASON DOESNOT PERMIT ILIZED NTH 300— EXISTING CONTOUR STRAW OR EROSION GCONROL, THEN H NETTING TOE LOT T PREVENT BE BWINTER AND 300 PROPOSED CONTOUR SPRING EROSION.). PROPERLY AND SEDME CONTROLS MUST BE IN PLACEITOTCONROALLED L ANOYNEROSION AIND"T x 287.3 PROPOSED SPOT GRADE SEDIMENTATION PROBLEMS. THE BUILDER/OWNER IS RESPONSIBLE SILT FENCE FOR ALL STABILIZATION REQUIREMENTS. > R-CTION .OF :SURFACE FLOW 3. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. #?_ . '_ 4. ALL ROADWAY UTILITIES ARE TO BE INSTALLED IN COMPLIANCE X 2$7#3 EAS-TING rSPOT GRADE WITH THE APPROVED "DEMING HILL ESTATES" SUBDIVISION PLANS. 5. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH — PROP. 6" PVC .FND. DRAIN (S=1.0% MIN.) NT DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION G 20' STREET TREES R OF THE AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. PROP. GAS SERVICE TOWN OF So w OF THE SMH 6. PARCEL ZONED RESIDENTIAL AA-30 OPEN SPACE SUBDIVISION. S PROF. :C-„SAN. LATERAL (S=2% MIN.) TF.256.58 FL-247.92 7. FOUNDATION DRAIN TO BE EQUIPPED WITH A BACK FLOW PREVENTOR W PROP: WATER: SERVICE (PROVIDE ACCESS TO SURFACE). \ — - - E E CB#4 Zg6 ` 'T R TF:255.44 E M N G I INV(35"):24 p 49.84 _POSTS 1.SET POSTS Ato 2 STAPLE TIE TIM ` \ COPE POST FENCING mow PoSTs. " MESH FINCING oiN'E°PosT 4' CONCRETE WALK nos \ FOR STABILITY FENCING Q` .e \ AND 0 os L IV MIN. S7 f°56r Sao t ��X• ' + SN T Co. • '� 1 � a No. 350 - T� �� - \ LL� MOH, CFNp•�' �-� ! •\ \ 3.ATTACH ENC*IFILTM ANDFAB TO ;7HE N iNE CC1N 1 FILIM THE NiRE fENaNG AND IXIE1D D COMPACT FABRIC IT TO THE 1RQTCFi VAIm$OL `2 ,' •� Q SMH17 OOMBACKFILIED _. I 54' F'Y `�% Ile --� FL:248.32 .: to J' iiiiiiy!!1!!!I!/dddp6/® 259.5 Taao Tss CONSTRUCTION OF SYNTHETIC FILTER BARRIER §``� �'°•t� ``✓� � I ; a ,IXc> P Y 04 ° � . IUA o NNE • l 1 0 - S; o ANn-RAacarc PAD 0. _® , oT I I = oo 4 1 + •^2" STONE ON ' T 0 FILTER FABRIC 1 32,224 sq. ft. , a 57.4 REFERENCE NOTE: , ` BOUNDARY AND TOPOGRAPHIC INFORMATION ARE TAKEN FROM PLANS ENTITLED "POND ESTATES AT RED ROCK. RESUBDIMSION — LOT 6-9. DEMING HILL ESTATES — SECTION 7 1 Z SOUTH WINDSOR. CONNECTICUT, PREPARED FOR JMJ CONSTRUCTION BY DESIGN PROFESSIONALS, DATE 1-24-02 OJ 20' S•Y• ro N 91 s La THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 7 �' ' ��•FENCE(TYP') 00 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. APPLICANT \\ N70"52'O1•W d THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. OWNER/ JMJ CONSTRUCTION COMPANY TO THE BEST OF MY KNOWLEDGE AND BELIEF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 658 ELLINGTON ROAD ` SOUTH WINDSOR, CT 06070 TEL.(860) 282-0628 1 ; 258 12882 \ � 10' UTILITY EASEMENT IN FAVOR OF CL&P RICHARD P. MARTEL LIC. No. 860-291-8755 DEPENDENT RESURVEY PREPARED FOR SHEET T.UNLESS oTTi�HOW NOTED.B SEDEAS Nc UTILITY REVISIONS � GRAPHIC o -SCALE 20 40 �gi n - -� Pond ZmAv 4t Bad Roof _ Q. ( F. ®�(I�( �j�� SHOULD B FIELD SHOW ARE BASED ON g - !l{LL � LSV4ViA Y Y`1fYUV Yl'AYTSIIr AVAILABLE INFORMATION.ALL EASING-U1TUTIES Sy A U BE FIELD VERIFIED PRIOR TO CONSTRUCTION. �ofessionats Inc OPEN SPACE SUBMV[StON-SECTION 7 2 ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO � • CONSTRUCTION. . OF� 3.THIS PLAN IS INVAUD UNLESS IT BEARS THE : Lot }v®. 11 w L Red ��L T--C MN BY-MHA ,KA4 NO.:W514-1 IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 inch = 40 feet civil engineers planners surveyors Lo as JL 6 Chi k L>R]<L OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road, south windsor, Connecticut 06074 SOUTH MANDSOR, CONNECTICUT !)Y£p BY' ws VASE• 410el 1 -