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HomeMy WebLinkAbout06-06P_OUR SAVIOR LUTHERAN CHURCH SITE PLAN_GRAHAM ROAD_1I1PLA SITE PLAN 23 • G ' AA HAMNA IRnn AATn SOU � __ � pp reared by. Successors to Petersen do Hoffman esign rofessionals. inc. civil engineers • planners • surveyors ■ landscape architects o gis • gps 1167 PO BOX South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 www.designprofessionalsinc.com NOTES: THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. henry schadler associates, p. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 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. ON SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. 11 IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 11 OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH ROB CLAPPER 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 TELE: 860-528-9394 KEY MAP 1 "=200' NNI NN nn, DD ip ., e 1.0 SOUTH WINDSOR N/F PROPERTY OWNER(S) WITHIN 500' 25 MAP LOT NAME MAILING ADDRESS 125 64 CATHOLIC CEMETERIES, ASSOC. OF THE 700 MIDDLETOWN AVE NORTH HAVEN, CT 06473 113 97 KUPCHUNOS, MARY LOU & SUSAN M 1969 ELLINGTON RD 113 99 VOISINE, ALLEN T P.O. BOX 1264 113 98 FRIER, JEAN 21 HAYES ROAD 113 91 BUTLER, HELEN S & CHRISTOPHER 31 HAYES ROAD 113 25 EDWARDS, STEVEN B & JENNIFER K 44 HAYES ROAD 113 24 KING, THOMAS J 38 HAYES ROAD 113 23 PIERZ, DENNIS S 30 HAYES ROAD 113 22 COFFEY, WILLIAM P & JANET M 24 HAYES ROAD 113 21 POLIKS, SANDRA M & ALAN E 10 HAYES ROAD 113 20 WILLIAMS, MICHAEL A & JENNIFER M 222 GRAHAM ROAD 113 19 SWIETLICKI, CHARLES A & BARBARA M 230 GRAHAM ROAD 113 18 DEFFLEY, HERBERT J JR & MARY 238 GRAHAM ROAD 113 17 OBRIEN, SHARON M 246 GRAHAM ROAD 113 16 SHELLEY, JONATHAN K & MARTHA M 254 GRAHAM ROAD 113 15 NOWAK, PAUL & JOY 260 GRAHAM ROAD 113 29 ST MARGARET MARY ROMAN CATHOLIC 92 HAYES ROAD 113 14 ST MARGARET MARY ROMAN CATHOLIC 92 HAYES ROAD 113 13 PADEGENIS, TOBY L 276 GRAHAM ROAD 113 9 GONZALEZ, CARLOS 265 GRAHAM ROAD 113 8 DESMOND, DAVID C & LYNSEY T 261 GRAHAM ROAD 113 7 BELAND ALLEN R & LESLEY A 165 HIGH STREET 113 6 LACHELIER, PHILIP & LORRIANE A 155 HIGH STREET 113 5 RYVKIN, MARK 269 SKYLINE DRIVE 113 4 BOMBARDIER, ROBERT J & ANN E 261 SKYLINE DRIVE 113 3 PATERNA, ANDREW & JOAN 0 251 SKYLINE DRIVE 113 1 CHEMAN, JOHN M & FAIR—CHEMAN 264 SKYLINE DRIVE 113 111 KIWCZUN, GEORGE J & DONNA M 257 GRAHAM ROAD 113 110 BARILE, ROCCO & LYNN M 255 GRAHAM ROAD 113 112 SHEA, JUDITH A 150 HIGH STREET 113 113 EBERLE, GEORGE J & KAREN E 140 HIGH STREET 113 109 OUR SAVIOR LUTHERAN CHURCH 239 GRAHAM ROAD 113 108 OUR SAVIOR LUTHERAN CHURCH 239 GRAHAM RD 113 107 MARKSTEIN, MICHAEL S & CHRIS11NE M 209 GRAHAM ROAD 113 106 WILLIAMS, LAN L 203 GRAHAM ROAD 113 105 KINSLEY, FLETCHER W JR & JANE M 121 STEEP ROAD 113 104 BOSKE, EVELYN M 113 STEEP ROAD 113 103 BURNS, ROBERT T & BARBARA E 126 STEEP ROAD 113 102 KELLY, BUFORD L 181 GRAHAM ROAD 113 101 WINGFIELD, JERRY J & ANTOINETTE W 171 GRAHAM ROAD 112 113 SAXON, MARIA 118 STEEP ROAD 112 114 SILVER, LARRY W & DEE30RAH A 110 STEEP ROAD 112 115 ZANNI, ANN C 102 STEEP ROAD 112 116 GORCENSKI, FLORENCE F 94 STEEP ROAD 112 117 GAGNE, ROBERT J & JOYCE D 86 STEEP ROAD 112 118 GAILLARD, GREGORY A & BETH VOZZO 78 STEEP ROAD 112 119 SANTOS, JOSE C & LURDES B 70 STEEP ROAD 112 107 LETARTE, STANLEY J & EVELYN M 71 STEEP ROAD 112 108 WILKINSON, ALPHEUS & BARBARA J 79 STEEP ROAD 112 109 BOROOKOW, IRVING S & PENNY 3 ARODA DRIVE 112 110 HINTZ, MARION J & ERNEST H 11 ARODA DRIVE 112 111 VONGKOTH, KEMN & KHEUAVANH 8 ARODA DRIVE 112 112 LARUE, TRACIE 105 STEEP ROAD 112 86 LEETE, RICHARD L & JEAN F 200 HILLSIDE DRIVE 112 87 BROWN, MICHAEL A & SANDRA K 194 HILLSIDE DRIVE 112 RR CARARn FRANK 1R6 HII I SIDF DRIVF 112 89 BERKOWITZ, HEATHER K 178 HILLSIDE DRIVE 112 90 VELASQUEZ, PEDRO J & DELFINA 170 HILLSIDE DRIVE 112 91 PHAN, HUNG T & TRAN XUAN L 162 HILLSIDE DRIVE 112 92 GOLDFARB, JOEL D & ALECIA L 154 HILLSIDE DRIVE 112 80 SMITH, WAYNE R 6 HIGH STREET 112 81 FERREIRA, ANTONIO C & MARIA L 173 HILLSIDE DRIVE 112 82 PEREIRA, LINDA S & SILVESTRE A 179 HILLSIDE DRIVE 112 83 GRIFFIN, JAMES 185 HILLSIDE DRIVE 112 84 LARUE, ALBERT A & SEENA 191 HILLSIDE DRIVE 112 85 MITCHELL JAMES A & R MUNLEMVO 197 HILLSIDE DRIVE 112 69 PEREIRA, MANUEL R & MARIA R 185 HIGH STREET 112 70 CALVO, JOSEPHINE 120 HIGH STREET 112 71 CIECHOWSKI, DIANE C 110 HIGH STREET 112 72 CONACI, ANTHONY & SHARON 100 HIGH STREET 112 73 ROONEY. JANE M & MICHAEL J 90 HIGH STREET 112 74 SAUER, ERNST G 80 HIGH STREET 112 60 CHIN, JIM TOUNG & ANDREEA 95 HIGH STREET 112 61 GOODMAN, ALAN M & MARILYN P 105 HIGH STREET 112 62 WHITIN, FEDERICK B & LIISA B 115 HIGH STREET 112 63 RUTKOWSKI, CRAIG R & JENNIFER L 125 HIGH STREET 112 64 ST AMAND, DEAN M & JENNIFER 0 248 SKYLINE DRIVE 112 65 HIBBS, KARL J & DEBORA 238 SKYLINE DRIVE 112 66 ING, JOHNNY & JOANN 230 SKYLINE DRIVE /- }ram. n n n IFR�n ^ An� QAT�: Zoning Data Block ZONE: A-20 (Residence A Zone) ITEM REQUIRED/ALLOWED PROVIDED Minimum Lot Area 20,000 SO. FT. 231,551t SO. FT. Minimum Lot Width 100 FT. 396t FT. Minimum Lot Depth 150 FT. 494t FT. Front Yard 40 FT. 121f FT Side Yard 10 FT. 77.4t FT. Lot Coverage 15% max. 6.4% Impervious Coverage 35% max 26.6% Parking 75* 103* *103 EXIS77NG SPACES ON SITE: RE —STRIPING PROVIDES 102 TOTAL PARKING SPACES. APPROVAL CONDITION REQUIRES DEDICATION OF RESERVE PARKING AREA TO PROVIDE 25 ADDITIONAL SPACES FOR A TOTAL OF 127 SPACES ON —SITE. PARKING CALCULATIONS.• (NO MORE THAN TWO AC77VI7FS WOULD BE HAPPENING AT THE SAME RUE) CHURCH= 1 SP/ 3 SEATS. 224 SEATS= 75 SP. FELLOWSHIP HALL/ASSEMBL Y = 1 SP/ 250 GFA: 6000.fSF= 24 SP. OFFICE= 4.5 SP/ 1000 GFA: <440 SF= 2 SP. neYceac/Fnlicennv i zD / 9sn cc• Rsnn-cc— 9R cA 15�rr+C1\/Cn , — RG �1 Y GV 1 2 3 4 6 Al -A7 SHEET INDEX COVER SHEET/KEY MAP LOCATION MAP/ZONING BOUNDARY SURVEY PLOT PLAN TOPOGRAPHIC PLAN LA VUJCAPG PLA N DETAILS ARCHITECTURALS MAY 15 2009 SOUTH WINDSOR PLAWNGUR DATA BLOCK nI- — 1111010 FINAL: APRIL 23, 2009 iGE nrn_ 11 08 I.HAIVI�t ORUtK: 9-11—VO REV: APRIL 17, 2006 REV: MARCH 7, 2006 REV: FEBRUARY 6, 2006 DATE: JANUARY 3, 2006 LAWRENCE R. GEISSLER, JR., LS. 19397 LIU. No. SHEET 1 G:\JOBS\880\880—COVER NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTION 02-30OB-1 THROUGH 2O-30OB-20 OF THE REGULATION OF CONNECTICUT AGENCIES— "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT." IT IS A PROPERTY SURVEY, BASED ON A DEPENDENT RESURVEY (MAP REF. 1), CONFORMING TO THE HORIZONTAL ACCURACY A-2. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE SUBJECT PARCEL, AND TO INCORPORATE TAX ASSESSOR LOT #113-108 INTO TAX ASSESSOR LOT #113-109 AS ONE ENTITY. 2. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 3. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 4. STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 5. BEARINGS AS DEPICTED ARE BASED ON REFERENCE MAP #2. 6, SLIRJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 108 & 109 ON SOUTH WINDSOR TAX ASSESSOR MAP 113. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 9. WRITTEN TITLE FOR THIS SURVEY IS FOUND IN VOLUME 494 PAGE 377 OF THE SOUTH WINDSOR LANDS RECORDS. 10. PARCEL AREA IS 231,551 sq. ft., 5.31 ac. 11. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE No. 2—M.D.C. 12. VERTICAL DATUM TAKEN FROM MAP REFERENCE No. 1—M.D.C. 13. APPROX. LOCATION OF EXISTING SEPTIC SYSTEM PROVIDED BY SKIP'S SEPTIC TANK SERVICE INC., NOT LOCATED IN FIELD. MAP REFERENCES: 1. "SITE PLAN AND BOUNDARY SURVEY PREPARED FOR OUR SAVIOR LUTHERAN CHURCH OF SOUTH WINDSOR, CONNECTICUT, INC.—GRAHAM ROAD —SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED JULY 2, 1990, REV. TO APRIL 8, 1991, SHEET 1 OF 2. PREPARED BY DAVID SMITH ENGINEERING AND SURVEYING ASSOCIATES, INC. 2. "PLOT PLAN —SUBDIVISION M AP— SKYVI EW— PROPERTY OF GEORGE COLLI AND LESTER KATZ SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED OCT. 14, 1972, REV. TO NOV. 30, 1972, SHEET 3 OF 4. PREPARED BY IGOR VECHESLOFF. 3. "PROPERTY SURVEYED FOR KUPCHUNOS BROTHERS, INC.—GRAHAM ROAD —SOUTH WINDSOR, CONNECTICUT". SCALE 1"=80', DATED AUG. 1972, REV. TO SEPT. 1972. PREPARED BY PETERSEN AND HOFFMAN. 4. "SUBDIVISION MAP —GRAHAM ESTATES —PROPERTY OF MURRAY HOMES, INC.—SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED APRIL 12, 1959, REV. TO MAY 16, 1960. PREPARED BY MORTON S. FINE. 5. "AS -BUILT CONDITIONS MAP DRAWING NO. 28-H" BY JAMES S. MINGES & ASSOCIATES, INC. FARMINGTON, CONNECTICUT SCALE 1" =40' DATED 8/8/73 REVISED THROUGH 11/7/74. OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH ROB CLAPPER 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 TELE: 860-528-9394 6 1 /�� 1_/ - S110e I 4fq11,�Fl /r? ce- N/fi �glt41* • pF'�F/,�� Cz EXIIRRI,VVRR OQ46' E.Y STONE N-0.46' N 0 5e cF��f'c�, 41, v /ce- 178\ e \ 184 Sao N � 176 , \L V r. N-o.160' \ ' x181,JS / 1 1 a � t X178,42 R = 20.00' 1 1 \ aa �v I (0 J f 10 J +i /1 EX. l.P. J1 1 \ t o E-2.44_ O ' t ! 8 X190.61 �� N-1.30 E-1.�0'' 174�\ , t ++ e 1 J 1 ' t 11 X180.9 ' I ! 188. �O \ - D 69, 172 /V 6 ems' Ek MON. (L f-ANING N11.60' E-Y.70' 4 t r —� + 1. ! \ / / / X19 I t 1 X177.04 X190.45 1 t 1 1 ! EX. BA�fKETAALL HOOP b EllW p ! Cceti0 rt i i j� X18r1104 \ E . BASE , *_b,1 0 FLANS y`Y /rt x184.50 - \ . - C1 PAD / , K X17 171 \ I 3 TAW \ 1 EXIST 2000 CAL \ TANK 70 AW RD4 4W 1 0l 0A_ Q / �Q o<V ! \ { ae•xas's>� 1e X180-59 ' }~ a�b ' o/ho / 1 t I ! 1R2 1 I 1 X192.� EXIST1AI CHURCH x175.04 t 1 + BSMT FF 195 13 X192.511 /O 9s,f 1 \ X 6.5 X192.28 -- r � \ 9q \! \t ]84.56 l �184.00 X184.42 X1 .94 1 I , ` -• 'i CAPE X176.43t � EX/ST/iyG PEA YS 1 1 � / ] 1 EX. LP. 1 1 t N-0.20' h t + `` J Li 1 t 1 W-0.25' \� N \ 1 4 ` X180.42� ' x187.25 `� o \ \ ' t SEE NOTE ,1 (TAX ASSESSOR PARCEL 72, 1 Ely./.05 (BE�TJ 184� 08 ` E y W 18 ~ x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. REVISIONS TO THE BEST OF MY KNOWLEDGE & BELIEF THIS PLAN IS SUBSTANIALLY CORRECT AS NOTED HEREON: *�'� i ,� 12327 LAWRENCE R. GEISSLER, JR., LS. LIC. No. 1 3/10106 GENERAL JAU NO. DATE DESCRIPTION BY h' /,yS�Fy GRAPHIC SCALE 40 0 20 40 80 ( IN FEET } 1 inch = 40 ft. 52a.;6'02" W M/CHAEL S )Vvf �' CHfr tiIARKSTE/�, Tel. 860.291 • 8755 Fax 860.291.8757 em "I�� �l loafs civil engineers • planners • surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 P 1o1JE�rY suv�Y DESIGN. ✓AU DRAWN.• ✓AU I CHECKED. • KM/ ✓08 NO.: 880 DATE.• 1-4-06 DRAWING NO.: /880—SURV. dwo LEGEND ® EXISTING IRON PIN EXISTING MONUMENT 0=09 � EXISTING SANITARY MANHOLE AND PIPE mm,A. EXISTING WATER SERVICE mmmw"G� EXISTING GAS LINE PROPERTY OF: OUR SAVIOR LUTHERAN CHURCH Z 39 GRAHAM ROAD t 0 l 1 IS-RA\i�ii\•tl/0Y0301 t03Z 1 *.111011Wt94ji SHEET 1/ NOTES: 1. THIS SURVEY AND MAP HAVE BEEN PREPARED iN ACCORDANCE WITH SECTION 02-30OB-1 THROUGH 2O-30OB-20 OF THE REGULATION OF CONNECTICUT AGENCIES— "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT." IT IS A PROPERTY SURVEY, BASED ON A DEPENDENT RESURVEY (MAP REF. 1), CONFORMING TO THE HORIZONTAL ACCURACY A-2. THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES AND IMPROVEMENTS OF THE SUBJECT PARCEL, AND TO INCORPORATE TAX ASSESSOR LOT #113-108 INTO TAX ASSESSOR LOT #113-109 AS ONE ENTITY. 2. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY, EXCEPT AS DEPICTED OR NOTED HEREON. 3. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT �S�D TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 4. STONEWALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPLE COURSES SHOWN. 5. BEARINGS AS DEPICTED ARE BASED ON REFERENCE MAP #2. 6. SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 108 & 109 ON SOUTH WINDSOR TAX ASSESSOR MAP 113. 7. ANY ENCROACHMENTS ARE DEPICTED AS SHOWN. 8. ALL MONUMENTATTON FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON. 9. WRITTEN TITLE FOR THIS SURVEY IS FOUND IN VOLUME 494 PAGE 377 OF THE SOUTH WINDSOR LANDS RECORDS. 10. PARCEL AREA IS 231,551 sq. ft., 5.31 ac. 11. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE No. 2—M.D.C. 12. VERTICAL DATUM TAKEN FROM MAP REFERENCE No. 1—M.D.C. 13. APPROX. LOCATION OF EXISTING SEPTIC SYSTEM PROVIDED BY SKIP'S SEPTIC TANK SERVICE INC., NOT LOCATED IN FIELD. MAP REFERENCES: 1. "SITE PLAN AND BOUNDARY SURVEY PREPARED FOR OUR SAVIOR LUTHERAN CHURCH OF SOUTH WINDSOR, CONNECTiCUT, INC.—GRAHAM ROAD —SOUTH WINDSOR, CONNECTICUT-. SCALE 1"=40', DATED JULY 2, 1990, REV. TO APRIL 8, 1991, SHEET 1 OF 2. PREPARED BY DAVID SMITH ENGINEERING AND SURVEYING ASSOCIATES, INC. 2. "PLOT PLAN —SUBDIVISION MAP—SKYVIEW—PROPERTY OF GEORGE COLLI AND LESTER KATZ SOUTH WINDSOR, CONNECTiCUT". SCALE 1"=40', DATED OCT. 14, 1972, REV. TO NOV. 30, 1972, SHEET 3 OF 4. PREPARED BY IGOR VECHESLOFF. 3. "PROPERTY SURVEYED FOR KUPCHUNOS BROTHERS, INC.—GRAHAM ROAD —SOUTH WINDSOR, CONNECTiCUT". SCALE 1"=80', DATED AUG. 1972, REV. TO SEPT. 1972. PREPARED BY PETERSEN AND HOFFMAN. 4. "SUBDIVISION MAP —GRAHAM ESTATES —PROPERTY OF MURRAY HOMES, iNC.—SOUTH WINDSOR, CONNECTiCUT". SCALE 1"=40', DATED APRIL 12, 1959, REV. TO MAY 16, 1960. PREPARED BY MORTON S. FINE. 5. "AS —BUILT CONDITIONS MAP DRAWING NO. 28—H" BY JAMES S. MINGES & ASSOCIATES, INC. FARMINGTON, CONNECTICUT SCALE 1" =40' DATED 8/8/73 REVISED THROUGH 11 /7/74. { n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH ROB CLAPPER 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 TELE: 860-528-9394 REVISIONS 4 4-23-09 FINAL: CHANGE ORDER APPROVED KMI 3 9-11-08 CHANGE ORDER -NEW BLDG/WALK/YD/UnL. KMI 2 4/5/06 ADD RESERVE PARKING JAU 1 3/10/06 GENERAL JAU,�.%��A-� NO. I DATE DESCRIPTION i 87LAWRENCE R. GEISSLER, JR., LS. N/k pF'�'Fi,Qq EX.N 0.46 EX. STONE N-0.46' EX. /RN -ON ROD 0.56' JIS / 6& oA% . 115 r A = 90170'00" R = 20.00' T = 20.00' / L=31.42' \ Q rA Tel. 860.291 • 8755 TO THE BEST OF MY KNOWLEDGE & BELIEF THIS PLAN IS SUBSTANIALLY CORRECT AS NOTED HEREON: GRAPHIC SCALE Fax 860.291 • 8757 40 0 20 1080 esign IN 1 inch = T ft civil engineers • planners . surveyors '_''-c-apg arri�its�tric . sic . 7p- 165 South Satellite Road, South Windsor, Connecticut 06074 12327 LIC. No. LEGEND ® EXISTING IRON PIN EXISTING MONUMENT — G — PROPOSED GAS — S — PROPOSED 6" SANITARY LAT. 0aO. CLEAN -OUT - EXISTING SANITARY MANHOLE AND PIPE EXISTING BLDG. SF PROPOSED BLDG. SF 7137±SF 5008±SF 0%um olesoutA `d&U_1� so w 1540 SULLIVAN AVENUE • SOUTH wINDSOR. CT 06074 °rOLCOJf TELEPHONE (860) 644-2511 March 10, 2006 Certified #70020460000197444583 Design Professionals, Inc. Attn: Karen Isherwood 165 South Satellite Road South Windsor, CT 06074 RE: Appl. tt06-06P—Our Savior Lutheran Church Dear Ms. Isherwood: At the March 1, 2006 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl. 406-06P — Our Savior Lutheran Church — 239 Graham Road — Inland Wetland/Conservation Commission application for the construction of an addition to the existing church building, parking, and associated improvements on property located westerly of Graham Road, A-20 Residential zone. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning 8s Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South SNET Co Windsor against any liability, which might result from the proposed operation No. 3641 or use. 3. The permit is valid for five years and shall expire on March 1, 2011. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 7_0_vs alesoa& 2!%in&olt .y 16,1SULLIVAN 0 SUAVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 8601644-2511 March 20, 2006 CF,RIUMD MAIL 117004 2510 0003 9803 0659 OurSavior lutbuan Chumb 239 Graham Road South Windsor, Cr 06074 Re: Appl 06-06P, Our Savior Lutheran Church Spatial Exception and Site Plan Gentlemen: We ampleased to inform you that the Planning & Zoning Commission, at its March 14, 2006 meeting approved your request for a Special Exception to Section 4.2.8.b.d and sit, plan to construct a 6,000 sq ft multi purpose roan addition to the ciistiag church at 239 Graham Road, A-20 zone as shown on plans prepared by Design Professionals, Iob No. 880 dated March I0, 2006, as revised This approval is subject to the following modifications. 1. Prior tocommeacementofanysite work, amoctingmustbeheld with Town Staff, 2. No building permit will be issued until the final mylms have been tiled in the Town Clerics office. 3. This application is subject to the conditions ofapproval of tho Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $2,000. 4. A landscape bond in the amount of S2,000 is required and must be submitted prior to filing of mylars. 5. All bonds must be in one ofthe forms described in the enclosed Boad Policy. 6. An as -built plan is required prior to issuance o£aCertificateof0catpaucyper Section8.1.11 oftheZoningRegulatiouc 7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8. This approval does not constitute approval of the sanitary saver, which can only be granted by the Water Pollution Control Authority. 9. The building street amber must be included on the final plan. la r trui�c cn vtruuc wfr`c 1540 SULLIVAN AVENUE SOUTH WINDSOR.DSOA, CONN. 06074 AREA CODE 8601844.2511 April 12, 2006 !Caren Ishciw•ood, Project Engineer Design Professionals, Inc. 165 South Satellite Road South Windsor, CT 06074 Re: Our Savior Lutheran Church 239 Graham Road South Windsor, CT Dear his. Isherwood The South Windsor Water Pollution Control Authority, at its regular meeting of April 4, 2006, gave approval for the connection to the Town's sewerage system for Our Savior Lutheran Church located at 239 Graham Road; South Windsor, CT, as more specifically shown on plans entitled "Our Savior Lutheran Church. Site Plan, Graham Road, South Windsor, Connccticu4 Prepared by Design Professionals. Inc., South Windsor, CT, Job No.: 380. Drawing No.:1880-s.dwg, Sheet No.: 416 "Topographic Plan" Dated: 1.4-06, with Revision Date 3.10-06; Sheet No.: 516 "Landscape Plan" Dated: 1.4.06. with Revision Date: 3-1046; and Sheet No.: 616 "Details" Dated I-4-06 with no revision dates", and subject to the following eonditio s: I. A system with an adequately sized grease separator must be provided. 2. Should the applicant's Engineer decide or find that it is sufficient to reduce the size of the grease separator tank from I ON gallon to a 500 gallon capacity tank; the Engineer must provide calculations to Town staff jusli lying the size of the interceptor. 3. Technical approval of the Town Engineering Department. 4. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer line has been installed and inspected by the Town staff, and based upon the written verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans approved by the Authority, and meeting all Tovvn regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, ��� J eph 1. Carino, Chairman Water Pollution Control Authority JC:ead Cc: Michael J. Gantick, Director ofPublic Works Leff Doolittle, Town Engineer Marcia Banach, Director of Planning Chris Dougan, Chief Building inspector PLOT PLAN DESIGN. JAU DRAWN.• JAU I CHECKED: KM/ JOB No-: 880 DATF-- 1-4—OR DRAWING NO.: /880-3. dwa Our Savior Lutheran Church March 8, 2006 Page 2 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $$2,000 be submitted to the Planning 8s Zoning Commission to ensure compliance with the erosion and sediment control measures. Very truly yours, E,A- LL4».nsn 0L Elizabeffi A. Warren, Chairperson INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION EAW:dr cc: Chief Building Official 10. Pavement markings must bemaintained in good condition throughout the site drives and parting areas. 11. All fiee standing signs and/or building signs require the issuance of a sign permit before they are erected. 12. The Town Fagineer s review comments dated February 17, 2006, must be addressed to the Town Engurcer's satisfaction. 13. A reserve parking am of up to 127 spaces must be shown to med the required parking. 14. Scm=ing must be installed betweea the new addition and the neighbors to the south, from the parsonage to the panyscape. I S. Correct the zoning data table to reflect the side yard setback ofthe new addition 16. The drainage swalerberra will be reviewed by the town during the I' winter after construction to ensure it is functioning properly and is alleviating flooding of neighboringproperties. Any acocssa y, modifications must bemade the following spring. Blade and white transparent mylars of Sheet H3 with the above modifications, together with three blueprint copies of the cache set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days to be stamped and signed. The fetters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reprodooed on the mylars. The attached Special Exception form must be completed and filed in the Town Clerk's office. The special exceptioa will take effect upon filing. Sincerely, Patrick�G L%%K . ddyZCZ Planing & Zoning Commission PK/brum Attachment Enclosure DEPENDENT RESURVEY PREPARED FOR: OUR SAVIOR LUTHERAN CHURCH �•1 c � l�� .•� E � .•� .� i 1�� ��� .•� Ire ��) l 111 \�1 I \ 11►) � ��) P�_ t (i)\ \ 1 i I i� l' 1 SHEET 0 \ 1 I , NOTES: \ ` ® � � lt, 't J�\� O LL.I I 1. THIS SURVEY AND MAP AVE BEEN PREPARED IN ACCORDANCE WITH SECTION 02-300B-1 t , e �Q , 1 1 LEGEND J I THROUGH 2O-30OB-20 F THE REGULATION OF CONNECTICUT AGENCIES- MINIMUM STANDARDS I FOR SURVEYS AND MAPS THE STATE,OF CONNECTICUT.- IT IS A PROPERTY SURVEY, BASED '� ,` ` rr m 1 ® EXISTING IRON PIN a I ON A DEPENDENT RESUR Y (MAP REF. T),�CONFORMING TO THE HORIZONTAL ACCURACY A-2 `` ee e '1 Sv s� �Q/i%� I 1 I 1 I G� I I I I II \\ ` , _ _ 1 �J I THE PURPOSE OF THE M IS TO DEUNEATE<THE BOUNDARIES AND IMPROVEMENTS OF THE SUBJECT PARCEL, + Q■ EXISTING MONUMENT AND TO INCORPORATE X ASSESSOR LOT #11$,e08 INTO TAX ASSESSOR LOT #113-109 AS ONE ENTITY.\a r a i- u �� LQ , t, 1 , Z� 1 G PROPOSED GAS 2. UNDERGROUND ENCROA MENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF ` i �j Q 1 Q� O +e ` !, � 11 S - PROP.8" SAN. LAT. • THIS SURVEY, EXCEPT A DEPICTED OR NOTED HEREOa.\ 3. PERIPHERAL PROPER LINES OF ADJACENT OWNERS APB€ FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT\ `�� !' IQcO. PROP. SANI. CLEAN -OUT I to TO BE CONSTRUED AS BE G ACCURATELY LOCATED OR DERICTED. , , r �t�Q ' ` m X\\115.01 PROPOSED SPOT GRADE 4. STONEWALLS, FENCES, D WATERCOURSES MAY DEVIATE SLJGHTLY FROM PRINCIPLE COURSES SHOWN. r , �l , ° lG` ` ` ,AL EXISTING CONTOUR 5. BEARINGS AS DEPIC ARE BASED ON REFERENCE MAP #2.°`V PROPOSED CONTOUR J6. SUBJECT PROPERTY IS SO PRESENTLY DEFINED AS LOT 108 &\109 ON SOUTH WINDSOR TAX ASSESSOR MAP 113. r' �, ` �, �` 111 ` �- s EXISTING SANITARY MANHOLE AND PIPE 7. ANY E AGiMENTS A DEPICTED AS SHOWN. t `� 1 1 w ON CONTRACTED TO BE SET IS DEPICTED\HEREON. ` ► ` ` ' . ` ` EXISTING TREE LINE I 8. ALL MONUMENT`ATION ND OR ` U I I 9. WRITTEN TITLE FOR. THIS URVEY IS FOUND IN VOLUME 494 PAGE 377 OF THE SOUTH WINDSOR LANDS RECORDS. r � t � � ` � ` DIRECTION OF SURFACE RUNOFF 10. PARCEL AREA IS 231;�51 q. ft., 5.31 11. HORIZONTAL DATUM TA a .FROM MAP REFERENCE No. 2-M.D.C. t �7 • I 12. VERTICAL DATUM TAKEN OM MAP REFERENCE No. 1-M.D.C. 13. APPROX. LOCATION OF STING', SEPTIC SYSTEM PROVIDED BY SKIP'S SEPTIC TANK 'SERVICE INC., � � \ �� t tt `� In P , I NOT LOCATED IN FIELD. MAP REFERENCES: I 1. "SITE PLAN AND BOUNDARY S VEY PREPA�€D FOR OUR SAVIOR LUTHERAN CHURCH OF SOUTH WINDSOR, CONNECTICUT, INC.-GRAHAM ROAD -SOUTH WINDSOR, CONNECTICUT". SCALE 1"=40', DATED DULY 2, 199 ,REV. TO APRIL 8, 1991, SHEET 1 OF 2. PREPARED BY ° / 1 DAVID SMITH ENGINEERING AND VEYING ASSOCIATES, INC. 2. "PLOT PLAN -SUBDIVISION MAP- YVIEW-PROPERTY OF GEORGE COLD AND LESTER KATZ SOUTH WINDSOR, CONNECTICUT". S LE 1"=40', DATED, OCT. 14. 1972, REV. TO NOV. 30, 1972, i SHEET 3 OF 4. PREPARED BY IG VECHESLOFF. 3. "PROPERTY SURVEYED FOR KU HUNOS BROTHERS, INL.-GRAHAM ROAD -SOUTH NANDSOR, `, �� ' ', + ` p C CONNECTICUT'. SCALE 1"=60', DA AUG. 1972, REV. TO`SEP•L 1972. PREPARED BY , ` �• r ` JC PETERSEN AND HOFFMAN. , 4. "SUBDIVISION MAP -GRAHAM E TES -PROPERTY OF MURRA` HOMES, INC.-SOUTH WINDSOR, , \- 1 CONNECTICUT". SCALE 1"=40', DA PRIL 12, 1959. REV. TO .MAY 16. 1960. PREPARED BY , MORTON S. FINE. , , S• , , _ ' PN MEN40 1` 5. "AS -BUILT IT#ONS_MAP DRA " -H" BY JAMES S.'MINGES & ASSOCIATES, INC. FARMINGT , ECTICUT`gCALE 1 =40 TED 8/8/73 REVISED THROUGH 11/7/74. ° � IN , SEMI RIPE 2 LOPING Y c� S 8.03'S7»E Q OR p,�� IP S e � tQuo Gg ,KETg OOP ss A N Pc 2 � t `♦ R � EX• � � o -- -- ✓ t ♦ PYPE , �5 5* s�o101- SIRE E - _ ,- t ♦ �F 1� ,166to �8 coNc `'- , r C t e ® C{Or . �OF. ` _ - - ~mil, e ♦ 1 �on�r" 1 %5IoPe QROQCSEo �a ,,� ` - - w» ER`P1PE '' w - - - - - - - - -� - - ' " ~ i' ♦ Qpn ji` Lip `e ti. ••3: :: pif- NK F�� leoder d a J T Cg ' + ♦ in ,tpe n to _ " " - �'oN� sT 3R & TREMAIN PR° ' oof CE RCN RC� _ - I EXIS �8 �t + 20.� P �C{10 T�D� FAN CNv --A-- TF: TO BEE ', N2 • 6 03 co��kr� PVC PPD `{�:`,`(P S��o��oE `�`lel �:STIN� 95.13 12 10_0o t e �, X ° 8 o oN tJ F8.03°57"� ® E V� 0 '" ' OR� a�fj\ f FF 1 11 i IN 1 2. ® IN @ P� CAI.• QED 1 (�� T A� I + t 1> ♦ ° • PGA\N p00 Rcm iE 8 S 1 1 i 1 ♦♦ F�NGE R X15T. T CBE-E��L�' K o ` 1 H _ I IN 160.70 � ® , -1 CON TRI C OR D CONFIRM �• moo .. i� 2 >6, ♦ ♦ ' ,� �' s, OP:, RAIN �t1 roof f Ieode OP. RAIN 32 PE R p R p ` 1 I� 'p � �� - P p� 0 a� t PROP. p O N ,- PR/OR ITO BLD¢ CONSTRUCTION ® z �% YAR 1 g4.. �0 g , - / RAMP YAR ` ` 1 t •� po"20 TF 1 NV:181' t \ 1 I I too RAP ,. CJV RO pRA s S � o P Rp Za � A, � CTURES , (F:1,8 v:1 g1. �" g _ - , - 8 ATE PL STRUCTION ' SEP N0 �D \� 12 IN ` `C.O.1 - ' , 1. RE�OC pR �0N ` ` ' , - I c E o C - F 1 EXIS�N o BE pBAN L: t71 `,`e` REMASEREQU►RED (N.I.O� r a G p a 1 I T --•� CHAP �. ` , •� YJ ` I ( I c.o• , � � �F 12 � `� INS 9s3•� �, ♦® G PEA o I I ; I c.0. p° 9� pROP' Op,R'� RAMP STIN i ('RWN OPOSED 8" PVC SANITARY SEWER CONNECTION FL: j70'0 0 PE; 11 g� . S�Q SE�� N�O��S 2O, p0: j�l ® _ - ` ES/ i ` O� pro o Eot• co 1 (5z, AS BpX t OP. GAS CONNECIQN SSE T.B: •. `� `` t AMP . ' R Aj ♦ ' ' IMH9 I I , .�� ;18 5=1.1� 1 8 �, (s 1 TF 34.u180 5 ♦ ,' - - �, ., t o. \ -, , . �` - �J 2" INV' , -' - `® STING I I t MAPLE I � ; \1 � � 1 N P • S� �. GJ ' '�-� , 'j, 1 �XI I. C• - PINE ,j- �® cn . C' L ' '� E - - N• o 5 ' FIR .. j •'..a ,. FF • STAL ENC _ - - ,'�,5� OCATE 1�0 �'ERS I 0 6' VIN ,� M�vE & FENGE - I r �P IN LINK I I I I • ^� \ f leode CI -IA 0 CE ♦ ` I � �• � � ro EN ♦ e e � , ' ' 1 - I I OP. RAIN ` 2, { 4, INK F PROP- D 20 20 3 1 ( o CHAIN I 1S 1• � NG , YARD ,\r 18 t t- ::w _� S-1 euiSTl ��Ni�E e _ I ; 12 o e� ? ° �12,, / NAIN LINK ♦ \ , GATE ' 1 i I N OE 1 A►� �F , � . 6 4c S/N. I. C•) ® WING � R o� 85 s OF TNER .20) �♦ NAPE 200 LF (SY 0 NEW IN ® , GRADE TO DRAIN ( 200' S=1.5� _..._._..._..._..._..._..._ \ MAPLE 175,7 1�'WALE1 , _...-..._�.._......_ _..._..._..._..._..._... .._..._..._6 „W/D_ 1!EGETATED..,_(SEE DETAIL..._.. ♦ v 7 6 176.75 "FL � 76. 8f •y�- ,\S�c �' HT. �2 : M. i ti t I OP 7� RM `TO 1 MIN. I p pR GRADE BE N/FCT� R �S GRPO G���� �Y R g�•0 1 Q ` GRADE6F.Rdc1 T.Q 1• �11N...f1T� I t ©� ml , I� 1 � I & �,! OWNER APPLICANT. IO SIDE}' ®--- - - I AC� Jr STEIN OUR SAVIOR LUTHERAN CHURCH <-- 7' - '--�_--- - --_ - wrr.H" G A/IAR ROB CLAPPER I _ SOUTH 3WINDSORM CT A06074 e TELE: 860-528-9394 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS TO THE BEST OF MY KNOWLEDGE & BELIEF THIS PLAN IS SUBSTANIALLY CORRECT AS NOTED HEREON: Tel. 860.291 • 8755 TOPOGRAPHIC SURVEY PREPARED FOR: SHEET LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860.291 • 8757 � INFORMATION. ALL EXISTING UTILITIES SHOULD 5 4-23-09 FINAL: CHANGE ORDER APPROVED KMI GRAPHIC SCALE (TO P O WQU='HIC PUN ,(� �% ]� LUTHERAN BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 9-11-08 EW BLD/YARD DRAIN/WALKS&UTIL LOC. ARCH.9-8-OE KMI 20 0 10 20 40 �� OUR �` i S®� ` �s d �✓ s i �i j 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 6-4-08 REV. WALKS PER ARCH. COMMENTS BPW JIM#Joal's 4 BY A LICENSED LAND SURVEYOR PRIOR TO DESIGN. JAU DRAWN• JAU CHECKED.' KMI CONSTRUCTION. 2 04-03-OS CHG ORDER: REV.BLDG/WALKS KMI ( IN �T � civil engineers planners surveyors � � � �� � �� 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 3/10/06 GENERAL AU '�i�itir'Lu-c� l� -l: 12327 1 inch = 2O ft. landscape architects • gis ' gPs JOB NO.: 880 DATE.' 1-4-06 6 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., LS. LIC. No. 1 65 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 880-4. dtv SOUTH[ WUMSO $. (CONM(�.'ICUC UT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY..0000 i ANfICrAPF PI ANTING SCHFJ]Il (_(- LANDSCAPE NOTES 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED AND SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS, MULCH, WATER AND MAINTAINANCE OF LAWN AREA UNTIL DISTURBED AREAS ARE STABILIZED AND LAWN ESTABLISHED. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. 3. LAWN GRASS SEED MIXTURE A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH @ 1200 LBS. PER ACRE. B. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLAN 1IivG OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS. 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-25% n &I -r4 n%='Ono-1 U. SIL1- IU/o wio E. CLAY- 15%-20% 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. M ROOT BY NOVOZYMES BIOLOGICALS, INC. (800-342-6173. PLACE MYCORRHIZAL FUNGI AND SUPPLEMENTS PER MANUFACTURER'S RECOMMENDATIONS FOR METHOD AND APPLICATION RATE FOR EACH TREE AND SHRUB. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. WARRANTY BEGINS WITH THE COMPLETION OF BUILDING ADDITION AND C.O. 12. STONE MULCH SHALL MATCH EXISTING STONE USED FOR MULCH AT CHURCH FOR COLOR AND SIZE. 13. ALL DISTRUBED AREAS TO BE RESTORED TO ORIGINAL CONDITION, I.E. LAWN AREAS RESEEDED II QTY. KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS AT MATURITY: TREES: 4 MZ MALUS ZUMI'CALOCARPA" REDBUD CRABAPPLE 2"CAL. B&B PLANT AS SHOWN (20'HT-15'W) 23 TOE __ _ THUJA OCCIDENTALIS 'WOODW'ARDI' . ...... .. .... .-.-..- WUUDWAKD ANbUKVI I At n1 , I-r b h I n 0-n aoc a -in, n n (i n'LJ-rI G'1Ar\ I O O.L.. I U n 1 -1'.) VV) SHRUBS: 25 IC ILEX CRENATA 'GREEN LUSTER' GREEN LUSTER JAPANESE HOLLY 24"HT B&B 3' O.C. 4 RCW RHODODENDRON CATAWBIENSE, VAR. PINK HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. PERENNIALS: 80 CS CAREX SIDEROSTICHA 'VARIEGATA' VARIEGATED SEDGE 2 YR. GROWTH CONT. 12" O.C. 41 HS HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILY 1 YR. GROWTH CONT. 24" O.C. 4 HE HOSTA SIEBOLDIANA 'ELEGANS' ELEGANS HOSTA 2 YR. GROWTH CONT. 24" O.C. 14 RFS RUDBECKIA FULGIDA SULLIVANTII GOLDSTURM BLACK-EYED SUSAN 2 YR. GROWTH CONT. 24" O.C. Inns r,,cc-rT IOAA' GOLDS IUI IVI - EXISTING SEP17C SYSTEM (SEE NOTE #13) rn ar* eQeAinnA197) C, EXI STI G TREE i o ;,y N - ( i LAWN EXISTING EXISTING �\ In :° ------ L WN --_ - - - NEE- TREE \ ti �. - 2-RFS � '12-HS 0 1 I �1 2-RC 4-HE WIRE fENCE { 1 t r { t i m REMO l/E & ?El OCATE pLq y ;O , , AS REGU/RED FOR STUCTURES (N / C.) ONSTRUCT/ON 1 i 0 �' /NSTA� 45 c 1 FENCE , 1 t , 1 ro f leader ► 1 W CD 0 - 1 _LAWN ' 1 �-rJ !! `'�:ai� L..n>t)-'•._`y '1.' 1 \\ � P1 E/I/J 44011 ' �,_ _ i 4 O VE REL OCA TE` >26' I ' EXI STING \ CHAIN LINK FENCE" (BY C1 ` w.\ 23-TOE TREE e OTHERS T/N ' t /N. /. C.� EXISTING CH,q/ o 0 t -- q F •- . .! . . L//VIE=/VCE 7i/A?aC,r�`�`�. INSA L �?'. wn Rt>, o>> o 2 T ` �• j,^�` 17 6.5. •Of- CHAIN,"- E NC ' ' { (BY 0TIHERS/N /. C. J(E 1 S ,Q� � •� .,e. � • e EGy t , OWNER/APPLICANT: 1 / b ,�p;;``w3a` -_La- / �y�� e GA 7- \ �n b•�i;♦F ,\mil \ i/, V i u TE OUR SAVIOR LUTHERAN CHURCH � Yo-y�;-,;.ram '3-; �"-'��cy ,,,vtt�'�,�� �i90 �F • •' ` e i i ♦ ROB CLAPPER 239 GRAHAM ROAD ��%��� :; n;��... � � T� .� J • � �\ t t SOUTH WINDSOR, CT 06074 ^, �178.0 TELE: 860-528-9394 e ®t� � - - - _ • S' � 'l/F` r /� EX. 1. P. �.` •�\ yT 179,5 7 4-23-09 FINAL: CHANGE ORDER APPROVED KMI 6 9-11-08 CHG. ORDER:NEW BLDG./WALK/YD/UTIL. KMI {x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 291 • 8755 LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 5 6/4/08 REV. WALK PER ARCH. COMMENTS; ADD NOTE 13 BPW Fax 860 • 291 • 8757Lw II n INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE fanB D �� D PLM BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-1-09 ADD GRAVEL AROUND MECH.; REVISE WALK PER ARCH. BPW i0 0 10 30 11R 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-25-08 REVISE LANDSCAPING TO MATCH NEW BLDG/WALKS BPW io'�lanaas' BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 04-03-08 CHG ORDER:REV.BLDG/WALKS KMI/BW { IN FEET � DESIGN.'RL ORAIYN.' U CHECKED.' civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 inch = 2U ft' landscape architects • gis • gps JOB NO.: 88D 1 3/10/O6 PER TOWN COMMENTS RLB DATE.1-4-06 IMPRESSION SEAL AND ORIGINAL SIGNATURE 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 880-J C/W ® OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY WIRE OR CABLE SIZES SHALL BE AS FOLL006: TREES UP TO 65 MM 2.5 IN) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 LAM (3 IN.) CAMPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT FLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT ND SHARP WIRE ENDS ARE EXPOSED. INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. INC OR OTHER VISUAL ACH WIRE NAL METAL DRIVE ANCHORS. LED PER MANUFACTURERS TKINS. ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BAIL. ASSURE THAT THE BEARTIG SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANTING TREES NORMALLY 00 NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES 00 NOT REMAIN STRAIGHT. o TREES WITH POOR -QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PUNTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TRAP SOILS UNDER ROOT BALL PRIOR TO PLANTING. 0 ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATEO IN A PLACE OF EXTREMELY WNDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLANT TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE PLANTING DETAIL W/ STAKING 00 NOT HEAVILY PRUNE THE TREE AT PLANTING PRUNE ONLY CROSSOVER LAMBS CO-DOM,NANT LEADERS AND 6ROKEN OR DEAD BRANCHES. SOME INYERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER. DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT, MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK 1A LCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED SET TOP OF ROOT BALL FLUSH TO 1800 MM 6 FT. DIAL. MIN DO NOT COVER THE TOP OF THE ROOT GRADE OR 25-50 MM 1-2 IN.) 400 MM (8 .) DIAL PREFERRED BALL WITH SOIL. HIGHER IN SLOWLY O NING SOILS. 200 MM (8 „00 MM 4 IN.) HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 50 MIA (2 IN.MULCH. DO NO PLACE MULCH I L CONTACT WITH TREE TRUNK. �','REMOVE ALL TWINE, ROPE AND YIIRE. AID MAItffNN THE MULCH WEED -FREE FOR , , , ,' , , + , , + , , , ' ' ' + , +' + + +,' BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF ONE YEAR AFTER ��'� PLANTING IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE KET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN To PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL PLANTING AREAS, TYPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE 'SOIL IMPROVEMENT DETAILS." BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. NOTES I. NO MULCH WITHIN 3' OF TREE. TREE PLANTING DETAIL NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS URGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. + 12- SHRUB PLANTING DETAIL NOT TO SCALE 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TIP.) PLANTING SOIL MIXTURE (TYP.) OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 PREPARED FOR: OUR SAVIOR LUTHERAN CHURCH 239 GRAHAM RROAD SOUTH WUMSOR CONMICTUCUT SHEET 0 LANDSCAPE NOTES- 1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. 7. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDED AND SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS, MULCH, WATER AND MAINTAINANCE OF LAWN AREA UNTIL DISTURBED AREAS ARE STABILIZED AND LAWN ESTABLISHED. TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER DELETERIOUS SUBSTANCES, pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. 3. LAWN GRASS SEED MIXTURE A. SEEDING MIXTURE TYPE 1 (LAWN AREA): BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE CHEWINGS RED FESCUE 30% OF MIXTURE PERENNIAL RYEGRASS 20% OF MIXTURE APPLICATION RATE: 4.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH @ 1200 LBS. PER ACRE. B. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 PERENNIAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE. 4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. ALL TREES SHALL HAVE A CENTRAL LEADER. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE. 5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10 FALL - SEPTEMBER 15 TO NOVEMBER 15 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD. 7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. 8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS, 9. PLANTING SOIL MIXTURE (BY VOLUME) SHALL BE EQUAL TO: A. BARK MULCH- 10%-12% B. COURSE SAND- AS NECESSARY C. CLAY LOAM TOP SOIL- AS NECESSARY D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% C. FIND TO VERY FINE SAND- 15%-25% D. SILT- 10%-20% E. CLAY- 15%-20% 10. SOIL AMENDMENTS: A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE. (I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION. C. M ROOT BY NOVOZYMES BIOLOGICALS, INC. (800-342-6173. PLACE MYCORRHIZAL FUNGI AND SUPPLEMENTS PER MANUFACTURER'S RECOMMENDATIONS FOR METHOD AND APPLICATION RATE FOR EACH TREE AND SHRUB. 11. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING PLANTING SEASON OF THE FIRST YEAR WARRANTY. WARRANTY BEGINS WITH THE COMPLETION OF BUILDING ADDITION AND C.O. 12. STONE MULCH SHALL MATCH EXISTING STONE USED FOR MULCH AT CHURCH FOR COLOR AND SIZE. OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH ROB CLAPPER 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 TELE: 860-528-9394 j x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE I INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-1-08 ADD GRAVEL AROUND MECH.; REVISE WALK PER ARCH. BPW 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-25-08 REVISE LANDSCAPING TO MATCH NEW BLDG/WALKS BPw BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 04-03-08 CHG ORDER: REV.BLDG/WALKS KMI/BW 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/10/06 PER TOWN COMMENTS RLB IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA TE DESCRIPTION BY LANDSCAPE PLANTING SCHEDULE QTY. KEY SCIENTIFIC NAME COMMON NAME SIZE TYPE REMARKS AT MATURITY: TREES: 4 MZ MALUS ZUMI'CALOCARPA" REDBUD CRABAPPLE 2"CAL. B&B PLANT AS SHOWN (20'HT-15'W) 23 TOE THUJA OCCIDENTALIS 'WOODWARDI' WOODWARD ARBORVITAE 6' HT B&B 10' O.C. (10'HT-15'W) SHRUBS: 30 IC ILEX CRENATA 'GREEN LUSTER' GREEN LUSTER JAPANESE HOLLY 24"HT B&B 3' O.C. 11 RCW RHODODENDRON CATAWBIENSE, VAR. PINK HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. PERENNIALS: 107 CS CAREX SIDEROSTICHA 'VARIEGATA' VARIEGATED SEDGE 2 YR. GROWTH CONT. 12" O.C. 4 MS MISCANTHUS SINENSUS 'LITTLE ZEBRA' LITTLE ZEBRA PP13008 GRASS 1 YR. GROWTH CONT. 24" O.C. 50 HS HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS DAYLILY 1 YR. GROWTH CONT. 24" O.C. 4 HE HOSTA SIEBOLDIANA 'ELEGANS' ELEGANS HOSTA 2 YR. GROWTH CONT. 24" O.C. 14 RFS RUDBECKIA FULGIDA SULLIVANTII GOLDSTURM BLACK-EYED SUSAN 2 YR. GROWTH CONT. 24" O.C. 'GOLDSTURM' • � ; lr -� � \ � ` �-rcc.�//sirc L rflrcnavc� +, \ I SP4CES 1 , PROP05ED NON! 18' /Et8TCONC. SIDEW / FIRE! ACCESSNE►'V HC FARK. yy�X172 0 \IONAL ANYCHETAREA= A5° BIT. PAVE) (SE(DETAIL) RESERVE / +` f IRE IC � I 5j! AQ� \\ -.L / LANE �.. \ EX.', 4 P VC - - N ��p \ INV.•,178.78 EXISTING oNc - X1,72 \ SILT FENCE ,� ARBORVITAE DUMPST `y. a--- - _ \ (TYP.) SCREEN PAD s M 05 /%W�-�) \ / ANTI TRACKING PAD (TYP.) + -CS \ \ T E MULCH ' 1 I , •r �.�, I EXISTING SEPTIC SYSTEM' SEE NOTE \I y • •4-Ir .•.T NER 12-RFS ' PRopo \\ x1.73,0 \ f/ SFo 8•• PIPE / EXISTING r /� ' \ I TO REMAIN re C SIN/T.q,QY � � G: 0 ', • � � \ � � i r __ 100, �, \ I / 0 e���'ono \ Ex T. �000 c/ 1 0 I C EXISTING N I \ TANK TIC BE TREE x 38 S LATE I ._ \ 1 , ` ® + I In \v i 3 IC � r o� I 's C 0 �S�ZF Teo -T- _ Y = _ '�` %C? -IC 4 P/NF �A 1 ;1 TREE .MZ PROP, /p' �O GAL. GREASE r11t ' \- T - E "c�irOSS" r +BASE LOADING :D 12" YEL W oof leader Z - - 194 - S PROPOSED CONC, L---- WALK (TYP,) ORANGE CONSTRUCTION FENCE AROUND TREES (TYP.) EJ(/SRNG Ch'U/i'Cy BSM r 79511 183.12 FF = 185.12 --Hroof leader A a- am p (typ ) 1114o- I I 1 J°uE & RELOCq TE• pLA Y I AS REQU/REO FOR S�CTURES I I It 3-IC ? +• STA \\ CONSTRUCT/ON I I •• �•r ` 2-MSOF E' `� SECONDARY ELECT. CONDUITS I ,+ 1 r o fN�,� PEA YSCA '. TOPSOIL STOCK - W--1 PILE POSITIONED I � 9-C \\ IWN GRADIENT OF I '1' 2-IC RUCTION ACTIVITY 10 � 9-CS LA STO1 CH 482__-----�-- t �qa�F UVE' l g6 EX/STINT C LAWN \ STIN `+ I H //V L! \ " 23, OBE E ,� NK 1 .+ 1 \ �e INSTALL 200 Of_ 4' 1 LF I \ ' CHA//r/ L//V/1 FE I T1 Cle F 176 13S8 1 SW1NG �c I + 1 6 CS'1 15H' { 1 i 9-HS'; L WN y tip GRAPHIC 13CA E 20 0 10 20 40 ( IN PM) 1 inch = 20 ft Tel. 860.291. 8755 Fax 860.291.8757 civill engineers • planners surveyors landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 i�wua %9L%HV , i; i�l�v DESIGN. • RLB DRAW. L/AU I CHECKED. • KM! ✓OB NO.: 880 1DA TE.• 1-4-06 DRAVANG NO.: /880-5- diva f WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2,5 IN.) CALIPER - 14 GAUGE TREES 65 MIA (2.5 IN.) TO 75 MIA (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35ML1 (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED INSTALL THREE GUY WIRES PER TREE, SPACED EVENLY AROUND THE TRUNK. 13 MM (0.5 IN.) DIAM. PLAS11C FLAGGING OR OTHER VISUAL PLASTIC HOSE MARKER ON EACH WIRE. GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. OPTIONAL METAL DRIVE ANCHORS, TURNBUCKLES FOR TREES OVER INSTALLED PER MANUFACTURERS 15D MM (B IN.) CALIPER. DIRECTIONS. 750 MIA (30 IN.) LONG WOOD STAKE. ALL STAKES SHALL BE DRIVEN OUTSIDE • THE EDGE OF THE ROOT ROLL. T ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS CROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THAN THE END OF THE FIRST GROWING SEASON AFTER PLANING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REIA N STRAIGHT. o TREES WITH PDOR-QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TD PLANING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. STAKE OR GUY TREES ONLY WHEN NECESSARY FOR SPECIFIC SITE CONDITIONS AND WITH APPROVAL OF OWNER'S REPRESENTATIVE. 2. TREE WRAP TREES ONLY WHEN NECESSARY FOR SPECIFIC TREES OR WHEN IT IS IMPOSSIBLE TO PLAN TREE WITH THE TRUNK ORIENTED IN THE SAME NORTH ORIENTATION AS IN THE NURSERY. TREE PLANTING DETAIL W/ STAKING NOT TO SCALE DO NOT HEAVILY PRUNE THE TREE AT PLANING PRUNE ONLY CROSSOVER LIMBS CO-DDMINANT LEADERS AND BROKEN OR DEAN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT , SEE STAKING DETAIL WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. - MARK THE NORTH SIDE OF THE THE IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANED SUCH THAT TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP POSSIBLE. OF THE ROOT BALL. TREES WHERE THE TRUNK MULCH RI J FLARE IS NOT VISIBLE SHALL BE REJECTED. GRADE OR 2ROOT 0 OT BALL SIN.) 0 400 A MA!(13 DI M, PREFERRED DO BALL WITHOSOR THE TOP OF THE ROOT HIGHER IN SLOWLY DRAINING SOILS. 200 MM (B IN.) 10D MM 4 IN. HIGH EARTH SAUCER re,.,+rl rr ,rrrr„ 50 MM (2 IN.) MULCH. DO NO PLACE , +'}',",r! ",',"; + BEY NO DGE F ROOT BALL. MULCH IN ON 4'J,TH TREE TRUNK. REMOVE ALL TWINE, ROPE AND WIRE, AND MAINTAIN MIN AIUTAHOF ONE YEAR AFTERS FOR ','r�,�+�r�� !'�,�r+i r , , r rq, ++r+,,r++, r �+ r r!+ BURLAP FROM TOP HALF OF ROOT BALL PLANING. + , ,' "C ' IF PLAN 15 SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT SKET IN FOUR PLACES AND FOLD DOWN 200 TMM (BHE RIN.)INTO PLANTING HOLE. PLACE ROOT BALL ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAMPED SOIL. PLANTING AREAS, TYPES OF SOIL AMENDMENTS OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL SEE "SOIL IMPROVEMENT DETAILS.' BASE ROOT WITH ODESRNESSSUOT SHIFT. r;DiEs 1. NO MULCH WITHIN 3" OF TREE. TREE PLANTING DETAIL NOT TO SCALE NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 240D MM (B FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. 3" HIGH EARTH SAUCER (TYP.) 3" STONE MULCH TO MATCH EXISTING REMOVE BURLAP AND TIES FROM TOP 1/3 BALL 1" STONE MULCH TO MATCH EXISTING GROUND COVER BEDS COMPACTED SUBGRADE (TYP.) PLANTING SOIL MIXTURE (TYP.) SHRUB PLANTING DETAIL OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 F ( PREPARED FOR: SHEET OUR SA VIOR LUTHERAN CHURCH 5 2317/1 MR' A H A M Int0AD 6 SOUTH WUNDSOR tCONNECTUC UT 1. SET POSTS AND 2. STAPLE THE SILT ANGLE POSTS EXCAVATE A 6%6" TRENCH FENCING TO THE 24' MIN 5• UPSANGLE O FOR STABILITY POST UPSLOPE FROM POSTS. FENCING T END OF THE POST AND SELF- CLEANING. 0 0 0 ❑ 0 ❑ 0 0 0 E3 13 ©� 6" CT D.O.T. 2" STONE TO BE PLACED OVER FILTER FABRIC MATERIAL z 17 0 0 0 El I]00 3 00 NOTE: ❑ ®� ®❑ SEE GRADING AND UTILITY 3. ATTACH FILTER FABRIC TO 4. BACKFlLL THE ❑ 0 0 ❑ ❑ SHEET FOR PAVEMENT WIDTHS FILTER FABRIC THE WOODEN POSTS AND EXTEND IT INTO THE TRENCH TRENCH AND COMPACT THE EXCAVATED SOIL I101 ❑❑ ❑ 0 El 0 ❑ COMPACTED 0 0 031313 BACKFlLL 000 0CJ0 EDGE OF PAVEMENT THRU-STREET - - ANTI -TRACKING APRON CONSTRUCTION OF SYNTHETIC FILTER BARRIER N.T.S.N.T.S. 9" PAVEMENT HANDICAP PARKING SYMBOL N.T.S. ADA PARKING SIGNAGE MODEL DA-3 AS MANUFACTURED BY TAPCO OR APPROVED EQUAL GUTTER LINE 12"x6" 'VAN ACCESSIBL ADA SIGNAGE MODEL DA-24 AS MANUFACTUf BY TAPCO OR APPROVED EQU) ADA VAN ACCESSIBLE 8'--"AISLE HANDICAP ACCESSIBLE 181-0' VAD1H . 8'-W AISLE ACCESSIBLE HANDICAP PARKING PARKING SYMBOL SPACE F 7/// 4' WDE PAINTED LINE (TYPJ -• 4' WIDE PAINTED LINES O 18' O.C. 45'ANG. PRECAST CONCRETE KNEEL STOP EDGE OF ASPHALTIC CONCRETE ,._a. HANDICAPPED SIGNS TYPE 'A' & 'B' REFERENCE \ I I ! CENTER ON SPACE 8' CONCRETE WALK W/BROOM FINISH \I I! VAN ACCESSIBLE PARKING STALL ALUMINUM PANEL SIGN INISHED GRADE 2" U CHANNEL POST ;OLOR: BLACK /2" EXPANSION JOINT )NCRETE WALK OR PAVEMENT of 12" SQ. CONCRETE I `4 %f FOUNDATION COMPACTED SUBGRADE A �Crr�SAl �L r Icann l nn�-r� HI�CESS113 E SGN r0-3 1 J N.T.S. 6'-n" v-n" MIN w-n" N.T.S. r 92" --^ li cirnl 'A' I I J I V I V rl 10 WHIM TEXT AND HANDICAPPED, -'BORDERS PARKING BLUE BACKGROUND STATE PERMIT REQUIRED VIOLATORS WILL BE FINED SIGN 'B' NOTES- -SIGNS SHALL BE 18 GAUGE FLAT SCREENED ALUMINUM VAN ACCESSIBLE DESIGNED FOR LONG TERM OUTDOOR USE AND MOUNTED ON U-CHANNEL POSTS, BLACK PAINTED STEEL POST, MOUNTED AT PROPER HEIGHT ADA PARKING SIGNAGE PER STATE RECULA71ONS -SIGNAGE SHALL BE STATE OF CONNECTICUT CODE COMPLIANT An°^°ES1) 0 E_ PARKI VG SIG VS N.T.S. )EWALK 8 5/16"-,\ 413/16 3'-1 3/4" STANDARD PRECAS CURB SECTION CONC. PEDESTRIAN CURB RAMP -TYPE 2 N.T.S. 2a' DIAM OPENING B 0 I'LOW aU0�D �J a00000� Q 00000 [] SECTION A -A ttJJ 11 YARD DRAIN FRAME A GRATE To BE: FRAME AND CRATE (SEE DETAIL) L. BARON FOUNDRY MODEL LAM264 OR APPROVED EQUAL I +� AD,lU5r TO CRADE MiTH MAX. OF nW COURSES DF coNa BltiCIC r I- y.�p SLAB 7DP l l i:S iP MANHOLE SL•CTION M1TEI •O RINT JOINTS -- FLOW IFLOW - �24-,/4' 28-3/4• A 4'-0• pA A RERIFCRCED CONCRETE MANHOLE BASE .!- YARD DRAIN FRAME & GRATE w NYM11TON NOT TO SCALE .lam• a STONE .. ..,-, ..,,..,....,. STONE SECTION B-B PRECAST STRUCTURE FOR YARDDRAIN NOT TO SCALE III 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 10 13/16" g FINISHED GRADE / 5" V_B 3/8" 5" N 4 13 16" 3" MIN --It -, ^v^v*InerTc 1 uur I 1• I I I RICK LEVELERS - I I w z 12 2'-8 3 //4" g N. l I 12 1'-6 3 8" 2 L-.... W N =Taff • ?a o ii w 7 5/8" _ 7 13/16" Ln :4 z 3 CV io 5'-4" rtf--- 3'-O" 4'-4" CLASS 'C' CONCRETE OR PRECAST UNIT SECTION A -A SECTION B-B NOTES: I 3 4-23-09 FINAL: CHANGE ORDER APPROVED KMI 2 9-11-08 Change Order/9-15:Add note re:vinyl fence detail KMI 1 3/10/06 GENERAL JAU NO. DATE DESCRIPTION BY PLAN VIEW 1. ALL EXTERIOR WALLS OF CATCH BASIN WALL BE FACED, PAINTED AND GROUTED WITH CEMENT. 2. LADDER RUNGS SHALL BE PRO- VIDED IN CATCH BASIN WHERE HEIGHT OF STRUCTURE EXCEEDS 8 FEET. 3. IN SANDY SOILS APPLY DAMP - PROOFING ON ALL FOUR WALLS. 4. RED BRICK NOT TO BE USED. 5. WHERE PRECAST CONCRETE UNIT IS USED FOR SUMP THE TOP OF THE UNIT SHALL BE AT LEAST 6" BELOW THE BOTTOM OF THE riln- -IT- ­1 nlr /.AT/.LI r❑ uu tlLt rnvm Inc vn,vn BASIN. 6. WHERE MASONARY CONCRETE UNITS ARE USED CORBELLING WILL BE PERMITTED. MAX. CORBEL TO BE 3". NO PROJECTION SHALL EXTEND IN- SIDE OF LIMITS. 7. ADJUST FRAME ELEVATION WITH BRICKS 6" TO 12" B. PROVIDE MINIMUM 2'-0" OF COVER OVER PIPE AT BELLS 9. PROVIDE 6" OF 3/4" TRAPROCK UNDER EACH SIRUCIVIRE AT BASE. 10. FRAMES/GRATES TO BE GALVANIZED. TYPE 'C--L' CATCH BASIN not t0 scale 12'-0" o \,•' :. 3 • • � i •% 6" LOAM &SEED 3'-0" B=6'-0" _ I \ FILTER FABRIC f T MIRAFI 140s OR EQUAL GRASS SWALE DETAIL not to scale PROVIDE CLASS A (4000 1/2• EXPANSION JOINT EVERY 20'-0- (MAX) PLAN FINISH GRADE PL WIDTH VARIES 6' 1'-0. 6' (e 1' /4"/FT SLOPE AWAY FROM 13UILDIN a • /vr: aak (W) 4-4 4e°aAna .aa:y A COMPACTED• SUBGRADE ' 4" TOPSOIL MIN. s' CONC., SIDEWALK (MIN.) 4' T"L(MIN.) 12" PROCESS STONE SECnON 5" CONCRETE SIDEWALK N.T.S. 18'- 011 6" 6" 1 /4„ R 1 /4" R 1 2":1 ' 1/4": 12 ,p. vpppp� � MOk .4 ' a. p "4 �• nG ppD4ptypc Relnforcrlent \ `- 4" TOPSOIL 4" TOPSOIL 8 Conc. Sidewalk 6" Compacted Processed Gravel over compacted base TYPICAL 18' WIDE SIDEWALK/ FIRE ACCESS WAY SECTION CLASS 'C' CONCRETE OR PRECAST UNIT 0.45" _ NOTES: ELEVATION 1. DETECTABLE WARNINGS AT CURB RAMP SHALL 9 MEET ADAAG GUIDELINES TO DETECT" BOUNDARY a• �' ALLOWABLE RANGE: 0.90"-1.40"(BASE) BETWEEN SIDEWALK AND THE STREET. TRUNCATED ° 0.45"-0.70"(TOP) DOMES ARE THE ONLY DETECTABLE WARNINGS . ALLOWED BY ADAAG (4.29.2). 2. METHOD OF ON -SITE FABRICATION TO BE ;:.•;�=' PLAN VIEW APPROVED BY OWNER'S REPRESENTATIVE. TRUNCATED DOME -ENLARGEMENT 3 WHERE ISLANDS OR MEDIANS ARE LESS THAN 48" WIDE, DETECTABLE WARNING SHOULD EXTEND THE FULL LENGTH OF THE CUT THROUGH ISLAND OR °,g :::=.:.�:%';;•: "•''•i6j•''"`' MEDIAN. 4. COORDINATE WITH LOCAL BUILDING OFFICIALS FOR ALLOWABLE VISUAL CONTRAST OF DETECTABLE -2.35 WARNING. A MINIMUM OF 70% CONTRAST IN LIGHT zp C.C. REFLECiANC.E SHALL BE A REQUIREMENT. I EACH WAY cV _Z �`' •,' . ' ,e, �• • . PLAN VIEW DETECTABLE WARNING STRIP hAnr%TH TO MATCH DETECTABLE WARNING kVYILJADJACENT WALK.) TRIP' 1"3'-0_�I MIN. TRAVEL DIRECTION 1:12(MAX) o SLOPE 1 1 1 6" CURB 1:12(MAX) go SEE DETAIL SLOPE 80o 0 0 .I 6'-0" I• DETECTABLE WARNING STRIP +6" TYP. 0" 6"-8" FROM EDGE OF PAVEMENT PEDESTRIAN CURB RAMP NOT TO SCALE SAW CUT AND SEAL JOINT MATH TACK COAT M D4,01 1' OR 1 1COMP1'mCLASS 2 BITUMINOUS MATCH EXISTING. IF GREATER) M G4 2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMINOUS CONCRETE BINDER COURSE (OR .• MATCH EXISTING, IF GREATER) M 04 f' 8' (COMPACTED) PROCESSED TRAPROCK BASE,- M 05.01. 'i:A1'r4iL .:x+�T ' B• (COMPACTED) PROCESSED GRAVEL �•.•?•Y •�� :• 9•"+fit. /i3=' SU9ASE OVER COMPACTED SUBGRADE (; (S1 B Fl , M.02) GRADE, B TREHCFA NOTES 12`tS ,Y VARI SEE 1. ALL SAW CUT AND SEALED JOINTS TO TYPICAL BE EITHER PARALLEL MATH. OR PERPEN- ' TENCH' E � ,THE CENI'ERLLNE OF 2• ALL MATERIALS ARE TO MEET SECTILIN FORM 814A. AS AMENDED PERMANENT PAVEMENT PATCHING DETAIL NOT TO SCALE OWNER/APPLICANT: OUR SAVIOR LUTHERAN CHURCH ROB CLAPPER 239 GRAHAM ROAD SOUTH WINDSOR, CT 06074 TELE: 860-528-9394 LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 4 NATIVE BACKFlLL SHALL NOT CONTAIN ASHES, CINDERS, SHELL, FROZEN :.. MATERIAL, LOOSE DEBRIS OR STONES LARGER THAN 2°IN MAXIMUM DIMENSION CAUTION TAPE --- SCREENED SAND 1 12° Mil N. ;:� :::I; '.•` �: CABLE, AS SPECIFIED .>:; • ' • : NOTE �, •..... �::•. ' COORDINATE WITH 6° MIN• ?•}.:':ti:: ELECTRICAL DRAWINGS. ELECTRICAL TRENCH N.T.S. LAWN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL & SOD OR SEED 7 4 �I APPROVED GRANULAR NON - ORGANIC BACKFlLL MATERIAL ea ° ' a ,, PLACED AND COMPACTED IN d .. ONE FOOT (1) (MAX.) LIFTS. WARNING TAPE PER CONN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 464 12" (MIN.) TO 24" (MAX.) ABOVE a TOP OF PIPE. SAND BLANKET 12' MIN. ' :> :�``=d•• ss.��>zr~• PIPE, AS SPECIFIED 1/2 QD. PIPE'' 3/4" BROKEN TRAPROCK 1/2 D. PIPE FILTER FABRIC V• . • . t 6",MIN. : e O.D. i' PIPE 1, 1' SEC -DON NOTE: 1. SEE STANDARD DETAIL FOR CLAY STOPS WERE NECESSARY PG. VI-46 2.FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 05 TO 0.1 SEC" AND ADS OF 0,43 mm TO 0,22mm AND SHALL PIPE - IN GROUND WATER MEET AASHTO MRBB-96 NOT TO SCALE TYPICAL SANITARY SEWER TRENCH SECTION f7NISH GRADE IILdIJhllLilIdoIIJIuILllil P. VC BODY PLUG 107H P. VC SCREW PLUG P. VC• BEND P. VC, PIPE P. VC, BEND IN LINE CLEANOUT TYPE 1 NOT TO SCALE PIPE SIZE PER PLAN COMPACTED SURGRADE END OF LINE CLEANOUT STRETCHER BAR GALV. STEEL BANDS ($ X $" MIN.) STREETS/ LAWN/ PAVED AREAS CROSS-COUNTRY SEE PAVEMENT DETAIL M(n. APPROVED GRANULAR NON -ORGANIC BACKFlLL MATERIAL PLACED AND 0. COMPACTED IN ONE FOOT (MAX.) LIFTS 12" O. O. . 0 WARNING TAPE PER CONN. GENERAL STATUTE 16-345, AS AMENDED, PLACED 12" (MIN.) TO 24" (MAX.) ABOVE THE TOP OF THE PIPE. BANK RUN GKAWFEL FILL �.10 PLACED AND COMPACTED IN 6" LAYERS. NO O STONE LARGER THAN - -L 1-1/0. MATERIAL T SHALL MEET D.O.T. 12. PIPE, AS SPECIFIED M.02.05 1/PIPO.D. 3/4" BROKEN TRAPROCK E 3/4" CRUSHED STONE BEDDING 1/2 O.D. pip PIP MATERIAL IN ROCK EXCAVATION OR AS DIRECTED BY THE ENGINEER. THE MATERIAL SHALL MEET D.O.T. d Q 4 a Q d Q 4 4 d 4 6" �E Min. M.01.01.21 FOR 3/4" STONE. Q BACKFlLL TO CENTERLINE OF PIPE I° WHEN USING POLYETHYLENE OR A.B.S PIPE. f f F-- 12" 4-OAS -1-- 12" -1 TYPICAL STORM DRAIN TRENCH SECTION NOT TO SCALE STOPPER I t•. . 6"-30' BEND I� EDGE OF PAVEMENT 6" Y BRANCH I WOOD 2"x 2" STRIP TO BE CARRIED FROM SEWER TO---- _ _n SURFACE OF GROUND 6" Y BRANCH PROPOSED SANITARY SEWER PROPERTY LINE 6" Y BRANCH I l ••1 .> STOPPER 6"-30' BEND CRUSHED STONE (WHERE REQUIRED) JOINTING MATERIAL IN `'CONNECTION TO BE SAME AS MAIN SEWERS TYPICAL SANITARY SEWER HOUSE CONNECTIONS NOT TO SCALE NOTES: 1. ALL HOUSE CONNECTIONS TO BE LAID TO GRADE OF 1/4" PER FT. MIN. AND CARRIED TO THE EDGE AS SPECIFIED BY THE ENGINEER. 2. "Y" SPACING AS DIRECTED. OF PAVEMENT OR PROPERTY LINE FACE OF BUILDING 6" STONE MULCH TO MATCH EXISTING 2' (MIN) 2" X 6" CEDAR HEADER BOARD W/ 2' X 2" STAKES 4' O.C. 4" TOPS011 Rr SEED 2% SLOPE (MIN) -- �- EDGING AT BUILDING I I N.T.S. 101-0" 10'-0" TERMINAL POST /- PULL POST LINE POST TOP RAIL / 3' 0" l i i 2'-6 3-011 I L L I 3'-6" I I u I u �12 ASTM A392, 2" CHAIN LINK CLASS A CONCRETE FENCE FABRIC, 11 GAUGE FOR ALL POSTS NOTES 1. BOTTOM TENSION WIRE SHALL BE 7 GAUGE ATTACHED WITH 12 1/2 GAUGE HOG RINGS, 12' O.C. 2. TOP RAIL COUPLINGS SHALL BE SPACED EVERY 20% EXPANSION COUPLINGS SPACED AT 100' INTERVALS. 3. TOP RAIL WIRE TIES SHALL BE SPACED AT 24" MAXIMUM. 4. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS. G POSTS TO BE 7" OD J. 1- VJ I J I V VL L V.V. 6. TOP RAIL TO BE 1-3/8" O.D. 4' GALVANIZED CHAINLINK FENCE N.T.S. *NOTE: 6' VINYL FENCE "BOARD ON BOARD": (SEE ARCHITECTURAL SPEC. SECTION 2000 FOR DETAILS. TO BE INSTALLED AROUND EXTERIOR MECHANICALS.) PREPARED FOR: SHEET Fax 860.291 • 8757 DL��4=illltt�� I�� OUR �A VIOR L UTHERAN CHURCH .91!TW1q_ f4 �Il1DESIGN.• JAU DRAWN.• JAU CHECKED.• KM/ ��� C�I�B AIH[A� ROAD engineers • planners surveyors landscape architects • gis gps JOB NO.: 880 DATE.• 1-4-06 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: /880-6.dWU °�®U�� ����� ®NMQ'TRQ' TYPE R NOT TO SCALE PIPE SIZE PER PLAN Tel. 860.291 • 8755 Job No. 203-7 U U rrr z Q �U QC �o tlC U cn �W3: =` =3 Q -1 z !, j l .-.,1 UJ iL -j A - I LOWER LEVEL FLOOR PLAN loo�v \-� SCALE: 1/4" = P-4" KEY PLAN ff Job No. 203-7 V CL w OFFICE F V 0 `fir- -T — I----- c IL_-�__ II I VJ 0 if DEMO EXISTING STAIR II I ar— -I - - oil .ern,, „ � a „ UPPER LEVEL OFFICE FLOOR PLAN / \ A-2 SCALE: 11/4" = 1'-0" I �" !JJ zZ 0 � r--———————————————— — — — — — � Ac zn )77' , ='X' r ___I L _V --------------- I———————— — — — — —— LOBBY ELEV. i STAIR FLAT ROOF o 0 n = I I n ZD N >_ z aW w i I I T———————————————————————————————————————————————————————————————--————————— I z LU _— — — — — —— I I _j UJ I I I I I (V n� = - &F- Ur_ ui I Bill Q01 �, i QOQQQQQOOOQQQ01 a tLL :3 I f i FLAT ROOF I I i I I I I UPPER LI=VIL FLOOR FLAN KEY PLAN �� SCALE: 1/4° = 1'-0" Job No. 2M-7 _ i I EXISTING FLAT ROOF L- - - - - - - - - - - - - - - - - - - - - - - - - - -- r -T - - - - - - - - - - - CL (D M Iwo, — — — — — — — — — — — — — — — — — — — - FLAT ROOF / v F -- — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — L FLAT ROOF %raw AT FLAT ROOF — — — — — — — — — — — -- — — — — — — — — — — — — — — — — hn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - Z: + i i � 4 ly 0 Q Z: Z: FLAT ROOF I I Lu ZE 3: t-- W/ I-- :z { I + =3 n 06 0 cv- LL I + o I I �c L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF PLAN SCALE: 1/4' = 1'-0" KEY PLAN Job Nm 203-7 ttt NORTH ELEVATION SCALE: 1/8" = 1'-0" CONTINUOUS RIDGE VENT FIBERGLASS ROOFING SHINGLES ALUMINUM GUTTERS t DOWNSPOUTS BRICK TO MATCH EXISTING ALUMINUM WINDOWS FLAT MEMBRANE ROOFING SOUTH ELEVATION SCALE: 1/8" = 1'-0„ ALUMINUM STOREFRONT GLASS SYSTEM BRICK TO MATCH EXISTING FRONT FACADE FLAT MEMBRANE ROOFING { ! NEW I EXISTING ! �. EXISTING t' NEW r CONST_ STONE TO MATCH EXISTING FRONT FACADE ALUMINUM STOREFRONT GLASS SYSTEM CONTINUOUS RIDGE VENT FIBERGLASS ROOFING SHINGLES ALUMINUM GUTTERS t DOWNSPOU BRICK TO MATCH EXISTIM' FLAT MEMBRANE ROOFING V t: V l vI UJ v O O N W IV Q O w Lo Q al w oLL W 0) Z: V 0 0) 0#1 I— =3 V A - 4 ■ T v Job No. 203-7 d � I ai m 0 TYP. ROOF CONSTRUCTION FIBERGLASS ROOFING SHINGLES ICE i WATER SHIELD I:S METAL DECKING W/RIGID Lm FOAM INSULATION STEEL ROOF BEAMS t PURLINS 00 chi V TYP. FLAT ROOF CONSTRUCTION m MEMBRANE ROOFING �! RIGID FOAM INSULATION CORRUGATED METAL DECKING METAL BAR JOISTS 4) SUSPENDED CEILING -,.., ,,—ALUMINUM FASCIA TRIM -- SUSPENDED A TI � COUS AL C CEILING PANELS BRICK SOLDIER COURSE HEADER TYP. EXTERIOR WALL CONSTRUCTION�� � 4" BRICK W/METAL WALL TIES 15� ALUMINUM WINDOWS — \ TYP_ 8" CMU INTERIOR WALL —� / E ■WEEPS Y TOP i BOTTOM. BRICK ROWLOCK SILL 2" RIGID FOAM INSULATION 8" CMU MULTIPURPOSE ROOM MEN'S ROOM 4" CONCRETE SLAB ON GRADE U CONCRETE FOUNDATION WALL i FOOTING U LU 1 BUILDING SECTION SCALE: 1/4" = 1'-0" =3 1 TYP. ROOF CONSTRUCTION TYP. EXTERIOR WALL ONSTRUCTION FIBERGLASS ROOFING SHINGLES i ICE i WATER SHIELD 4" BRICK W/METAL WAL TIES METAL DECKING W/R1GiD t WEEPS 9 TOP t BOTTOM. �- Z" CAVITY FOAM INSULATION 2" RIGID FOAM INSULATION QC STEEL ROOF BEAMS IE PURUNS _ _ 8" CMU v O O TYP. FLAT ROOF CONSTRUCTION O MEMBRANE ROOFING Q a RIGID FOAM INSULATION CORRUGATED METAL DECKING IN-- METAL BAR JOISTS mill mo[z `n z S11111 USPENDED CEILMG W J1SKIMS= m imml smim MW HI it Q m W 4 �f l�ll��(i W _. U V) SUSPENDED ACOUSTICAL ---- -- CEILING PANELS (� STEEL COLUMNS z QQQ( S T EEL C OLUMNS � ti-_" - - - - -- - - - _ J t ROOF BEAMS STAGE MULTIPURPOSE ROOM Fill- ,`U I� j 2 BUILDING SECTION SCALE: 1/4" = 1'-0" ■��--� �������r`���5����������r��� ��� 11 Job No. 203-7 V Q w 1 V 0 TYP. ROOF CONSTRUCTION TYP. FLAT ROOF CONSTRUCTION FIBERGLASS ROOFING SHINGLES ICE t WATER SHIELD L c" MEMBRANE ROOFING METAL DECKING W/RIGID rair_In Cn w M tt.� c1 n w --1n�i i FOAM INSULATION \vim CORRUGATED METAL DECKING METAL BAR JOISTS STEEL ROOF BEAMS t PURLINS Z7 SUSPENDED CEILING c i V T1 ALUMINUM GUTTERS � m t DOWNSPOUTS SUSPE ED ACOUST CAL CEILING PANELS � ,,--BRICK SOLDIER COURSE HEADER TYP. 8" CMU INTERIOR WALL --ALUMINUM WINDOWS a 183 10 WOMEN'S ROOM MULTIPURPOSE ROOM BRICK ROWLOCK SILL U _ U BUILDING SECTION SCALE: 1/4" = 1'-0" Z ac U Q TYP. ROOF CONSTRUCTION FIBERGLASS ROOFING SHINGLES ICE t WATER SHIELD "' Z METAL DECKING W/RIGID-- FOAM INSULATION n' STEEL ROOF BEAMS t PURLINS , n !L'�� V j LU x MIMI 0 0 o TYP. FLAT ROOF CONSTRUCTION - MEMBRANE ROOFING 0 di RIGID FOAM INSULATION =3uj v- CORRUGATED METAL DECKINGN. METAL BAR JOISTS N o SUSPENDED CEILING W <O QWG 0 ALUMINUM FASCIA TRIM - SUSPENDED ACOUSTICAL I CEILING PANELS to STEEL COLUMNS TYP. EXTERIOR WALL CONSTRUCTION t ROOF BEAMS O —1 - ❑ �" $RICK W/METAL WALL TIES C�� OD �� �� �� ❑❑ 2 CAVITY TOP t BOTTOM. L " i� 2" RIGID FOAM INSULATION t , M L.TIPURPOSE R OM STAGE B" CMU 1 V Hi u) Ll L-1 4" CONCRETE SLAB ON GRADE V CONCRETE FOUNDATION WALL t FOOTING Z ca ,. wan z BUILDING SECTION A`� SCALE: 1/4" = 1'-0"