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HomeMy WebLinkAbout03-08P_PODUNK RIDGE SENIOR RESIDENCE DEVELOPMENT_ELLINGTON ROADu It IN, �j ji UU IN prepared by0 : ■ ■ esign rofessionals, Inc. clvtl engineers . planners . surveyors landscape architects • CIS • CPS 165 South SateNite Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-9757 SITE �rrur ® Architect, AIA EIFI Dennis Davey, Inc. 387 Marrow Road Tolland, CT 06084 Tel: (860)875-1426 Fax (860)870-1072 0 N.T.S. DESIGN PROFESSIONALS, INC. THESE DRAWINGS ARM THE PROPERTY OF DESIGN PROFESSIONALS, INO., AND HAVE BEEN PREPARED SPEOIFIOALLY FOR THE OWNEWAPPLIOANT FOR THIS PROJECT. THE ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR R *RODUOED IN ANY MANNER WITHOUT THE EXPRESS WWTTEN PERMISSION OF DES16N PROFESSIONALS, INO. THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENSINEER OR SURVEYOR. WADOM LAM THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 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. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT 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 M��2GE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. - 12882 RICHARD P. MARTEL LIC. No. SENIOR RESIDENCE DEVELOPMENT �30�D OWNERZAPPLICANT RSK — KELLCO, INC. 1744 ELLINGTON ROAD SOUTH WI N DSOR, CT. 06074 644-8761 UU UU - ji-n ' d` W I �:. N\1 Lu, ) 6 UU n KTLE29 Y M A J - J P�. (L U LN\1 JNN Ll (L " Ji w (,., U " Ji 1 2 3 4 SOUTH WINDSOR 5-6 ENGINEERING DEPT. 7-8 9 L1-L3 0 1�� 1-4 Zoning Data Block ZONE: SENIOR RESIDENCE DEVELOPMENT SRD ITEM REQUIRED/ALLOWED PROVIDED Total Parcel Area no minimum 548,323t/12.54t ac. Net Buildable Acreage * note below 7.21 ac. Number of Units 22 units 21 units Parcel Density 3 units/nba 2.91 unifs/nba Lot Frontage 200 ft. min. 578 FT. Buffer 25 ft. 35 ft. Front Yard 50 ft. 50.0 ft, Rear Yard 10 ft. 149.15 ft. Side Yard 10 ft. 35.0 ft. Impervious Coverage 60% max. 17.7% Off —Street Parking 1.5 spaces/unit or 32 * The Net Buildable Acreage is the total parcel area (12.54 cc.) minus; wetlands and regulated watercourses (2.80 ac.), slopes over 15% (2.29 ac.), utility easements (0.00 cc.), proposed Town R.O.W. (0.0 ac.), and flood plain zone area (0.24 cc.) **PARKING CALCULATIONS: 42 GARAGE SP. + 42 DRIVEWAY SP. + 10 PKG. SP. * COMM. BLDG. = 94 TOTAL PROVIDED PARKING SPACES. PROPOSED UNIT SIZES/NUMBER: 1,399 sq. ft. (6) 1,660 sq. ft. (9) 1,810 sq. ft. 6 At least 6 units, or 30%, shall be 1400 sq. ft. or less. This will be achieved by providing Six (6) units at 1,399 s.f. If unit styles vary from as depicted on the site plan, a change order plan will be submitted to the Town for approval. MAP tor PROPERTY OWNERS WITHIN 500 FEET 34 21 19 171 HILTON DR. HORSESHOE LANE ASSOCIATES LLC 23 20 187 HX70N DR. SAVVID£S, SAWA G, & KAREN L. 24 21 195 HX70N DR. CAINE, JAMES D Q' 8ARBAR4 25 22 205 HILTON DR. DONL/N, W/LIJAM F M 26 234 11 SHARON DR. GOIANGOS, JOHN JR + CLAUDIA A 38 233 6 SHARON DR. BECKER, KATNY J 39 232 241 HX70N DR. BILAS, MICHAEL & VIRGINIA M (SURV 40 231 251 HILTON DR. KRAMF , LANCE D 41 206 260 HX70N DR. BOLD£N, JANESE F 42 205 252 HILTOM DR. SHAFTER, ROBERT C. & DORIS r. 43 204 240 HILTON DR. DOWUNG, £MILY £ 44 203 232 HILTON DR. ASSEUM NOEL L IRMA R 45 202 224 HILTON DR. CLICHE, CEC/LI£N J. & LAUREITA E. 46 201 214 HILTON DR. DERRICK, MARK A & ANNE C 47 23 206 H/LTON DR. 2ACZYNSKI, JOHN M. JR. 48 24 198 HILTON DR BOUCHER FAMILY TRUST 49 25 192 HILTON DR. FORNEY, JAMES H. 50 25 184 HILTON DR. SAUER, FRED J. Q' MARY L. 51 27 176 HX;r0N DR. COUNEY, TIMOTHY F. 8' SU2I£ M. 52 57 ORDWAY DR. CLOU77ER, LINDA V. 53 7 55 ORDWAY DR. KING, JACQUEUNE 54 6 56 ORDWAY DR. ELJAFARAWI, HASSAM 55 5 48 ORDWAY DR. WATERS, JOHN R. & PATR/C/A E. 56 17 10 RAVINE RD. GEARY, £LFANOR R & MARGARET A. 57 16 16 RAVINE RD. H£AL£Y, CYNTHIA 63 15 24 RAVINE RD. CEC-R!, ANTHONY J. & DAWN 9. 64 /4 30 RAVINE RD. STILES, KATHLEEN C. 65 13 48 DAVEWELL RD. BURNHAM ACRES ASSOCIATION, INC. 66 12 69 HOLLIS RD. F/NAN, WAYNE & KAREN 79 10 ABBE RD. CHARBONNEAU, ANDRE 80 28 170 HILTON DR. J£LUSON, DELBERT 35 1 246 HILTON DR. BONITO, ANTHONY J. 2 914 ELLINGTON RD 808ROWSKI, DAI WO £. & ALLISON 3 926 ELUNGTON RD. RA/NV/LLE, CHRISTOPHER H. 4 62 LAKEWOOD DR. LAKEWOOD CONDOMINIUMS 7 730 FARMINGTON AVE. UNITY CHURCH WEST HARTFORD, Cr 8 909 ELUNGTON RD. OS80RNE, SUSAN G. 9 899 ELLINGTON RD GA 1RS1FV ROBERT 8 8' JUDIrH A JO 341 JORDAN LN. JOHNSON, JULIA RACKAUSKI WE77YERSF!'£LD, Cr 06109 11 887 ELLINGTON RD FRIEND, M TIMOTHY 12 871 ELLINGTON RD. ANDERSON, ROGER H & DONNA S 13 861 ELLINGTON RD. MICHAUD, MICHELE S/MEON£ 14 1275 TOLLAND STAGE RD. DUMOUCHE4 ROB£RT G TOLLAND, CT 06084 15 847 ELUNGTON RD. TAVARNESI, FRANK J & ROSE P 16 1 21 QUARRY BROOK RD. TNOA/AS, R/CHARD A 17 2 , 39 QUARRY BROOK RD. OARNES, JUST/N A & KATHLEEN G 45 407 20 QUARRY BROOK RD. MANRIQUE, CARMEN 46 835 ELLINGTON RD. LONGANO, FRANK P TOSCA S SURV 47 827 ELUNGTON AD. ROGER$ ROB£RT L t VIOLA SURV 46 817 ELUNGTON RD. KHAN, QAMMAR N. 52 808 ELLINGTON RD. VE'SPA, DOMINIC 53 814 ELLINGTON RD. PADEG/MAS, DONALD & HILL JANFr L 54 822 ELLINGTON RD. DILLON, NANCY R. 55 1 16 ORDWAY DR. ✓ACQUES, MARK H. 56 18 4 RAVINE RD. BROWN, STEWART G 57 2 24 ORDWAY OR RACKUFF£, TIMOTHY A. & ✓UUE A. 58 3 32 ORDWAY DR. LABB£, R/CHARD N. & MICHELLE L. 59 4 40 ORDWAY DR. HILDE8RAND, ANDREW & FAYNE A. 60 8 47 ORDWAY DR. CHARPENTIER, LUCY M. 61 9 39 ORDWAY DR. WILCOX, STEPHEN G & ROS£ANN G. 62 10 31 ORDWAY DR. HALPIN, JAMES N. 63 11 23 ORDWAY DR MONTANO, ROCCO E 64 12 832 ELLINGTON RD. PERKINS, DONALD L+ 65 13 840 ELLINGTON RD. SELLERS, CHARLES M+JAYN£ JONES SV 68 850 ELUNG70M RD. LEWIS, JOSEPH P & DOLORES 0 68 48 55 58 ORDWAY DR. 970 ELLINGTON RD. ISHERWOOD ANDREW T. d HAREM M. WOLF, HELA/AR ct GU£RR4, ARTURO SHEET INDEX COVER SHEET SITE PLAN GRADING & UTILITY PLAN SEDIMENTATION & EROSION CONTROL PLAN PLAN & PROFILE DETAIL SHEET PUMP STATION PLAN LANDSCAPING PLANS ARCHITECTURAL PLANS 3��9;rC1L+yr.'v�r t e FINAL/APPROVED: 5-25-05 REV. 05-06-05 REV. 02-15-05 DATE: JANUARY 50, 2005 SHEET 1 E:\JOBS\1520\1520CV NOTES: 1 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM - NAD '83 VERTICAL DATUM - NAM) '29 3. HIGHWATER LINE IS TAKEN FROM MAP REFERENCE #2 AND IS AN APPROXIMATION. 4, PROPERTY IS IN A-20 ZONE. 5. FLOOD LINE TAKEN FROM FIRM FLOOD INSURANCE RATE MAP, TOWN OF SOUTH WINDSOR, CONNECTiCUT, PANEL No. 6 OF 11 & 10 OF 11 N/F �- •- = / f -__ -1 MAP REVISED FEBRUA B 23, 2001. BONITO ANTHONY J 6. RETAINING WALLS TO BE VERSALOK OR EQUIVALENT. FINAL DESIGN BY ► •-� WALL MANUFACTURER TO BE SEALED BY CT PROFESSIONAL SNETCo. ENGINEER AND APPROVED BY TOWN ENGINEER. No. 2343- I 7. ALL UNITS SHALL BE SERVICED BY SUMP PUMPS WITH 1.5" FORCE , / / _ r80 NS)• f I MAINS EXCEPT UNITS 3, 4, & 5. / � � F#58 O�� ♦�O� N F I � 8. ALL DEBRIS ON SITE INCLUDING DEBRIS BURIED JUST BELOW THE � \\ / � C ROp / • ♦2?' / / SURFACE SHALL BE CLEANED UP AND REMOVED FROM THE SITE AT THE 1 Flit F, / 11' I 1 START OF CONSTRUCTION.�/ WF#5ONG ALLp. DAVID E. 9 EDGES SITE ROADWAY. NOUS CONCRETE LNO URBOPE BING TO BE INSTALLED ING TO BE DONOINDIVIDUAL i•r 1 , , ' / �Nfi oF� I� // �/ / To - & ALLISON T ._�.' ... ____ .. • `n �,/ `' BOBROWSKI DRIVEWAYS. I / ��� < 6 f 10. INFILTRATION AREAS TO BE PLANTED AND MAINTAINED AS LAWN AREAS. \ 100-YEAR FLOOD PLAIN WF 54 M i SURFACE RUNOFF WILL COLLECT IN THESE AREAS AND INFILTRATE. 1 / •' • ��, � ' •• (ELEVATION�45.5) � # G 4/iV�, I '� 11. INLAND WETLANDS FLAGGED BY HIGHLAND SOILS AND FIELD LOCATED BY / / -�� / SEE NOTE #5 WF 7 WF#5 I /f DESIGN PROFESSIONALS, INC. 12. ALL DRIVEWAYS TO HAVE 20' MIN. FROM BACK OF WALK TO GARAGE DOOR. ' / I RCl FRT W _c�NG � WF#4�� 1 / , ..---I T r •.. C�t� �ppv � WF#52 .., N$5.40* SKINNER 'O ' �$ / WF#48 I.P. I.P. i AkOO/ \ N /F 1 11 } 1 /• tt / WF#51SNET GO. AkIiiOC' r%UA00rNAIAIC7AI i 1 ' t t / \ / / / S eU�F4 No. 3442 0- �� WF#45 T/ # r WF#41 WF#49 rrrI l/� / �. _ ... / / -. _ ! - #3 i #34 WFII4 WF#42 WF#4 WF#50 2/ WF#28� ' �'~-•-_._WF#= � WF#3 Ex. BROWSTONE WF#43 / / m UNIT# STREET ADDRESS �- / WF#18 \ -- ' " WF -- - NF 2-�-- -"" WF#32 I MAILBOX BLDG. 1 RIVERVIEW DR. ® 5 # / / COMM. 7 ' 1, �� _—WF1 12 RIVERVIEW DR. �21-Wv�xioo _ _ 2 100^ YEAR FLOOD PLAID WF#3 WF#39 II l' 2 20 RIVERVIEW DR. / WF#20 Tr__ I j �/ 3 28 RIVERVIEW DR. WF ~#24 SEE NOTEktLLVAIIUN#5 5•Lo I I 4 36 RIVERVIEW DR. 5 40 RIVERVIEW DR. /•• / WF#19 ' I 6 48 RIVERVIEW DR. WF#3 f 7 62 RIVERVIEW DR. /WF#17 // e8 70 RIVERVIEW DR. y.� �/ SN 2341 fl 9 78 RIVERVIEW DR. IC7/ �R ®,I Z� �' ® PROPOSED CONSERVATION WF#38 j 8 iI r i� sa RAVER RIVERVIEW DR. J c WF 16 EASEMENT IN FAVOR OF / /- I 12 95 RIVERVIEW DR. HIGH WATER LINE # TOWN OF S. WINDSOR N8934'44E 13 75 RIVERVIEW DR. / / --8� • �t/�v / (SEE NOTE #3) 80' REGULATED 159.12' - GJ���� ' I/ �� 14 69 RIVERVIEW DR. I �O�Q / /••• G \N� WETLANDs uNE / AREA-546,300t S.F.�p5 / I II 15 65 RIVERVIEW OR. �- ----- PROPOSED PROPOSED =12.5t AC. 16 59 RIVERVIEW DR. A /��. 1A1C1r11 v� 1n• GAgn &• o.•n. . . S r/ 17 51R.IVERVIFW DR, v rntn t 19 31 RIVER WF VIEW OR. V / #10 WF#15 G\ / - ___ �,yy' I/ Q 20 21 RIVERVIEW DR. / WF#14 ti V7 UNIT 1 / 21 15 RIVEF,VIEw DR. 1.660 S.F. qo�N St(p, OFMCHD /`lOtlii2 O�c .>C otLt�L U/GdG SwF#1 po — ____ �s.o9•E r j 1 j WF#9 NO 5g 38g•4t _____ UNIT 2 I/ x 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 ii / 19 I' WF#13 ' / 5 6� """' ---- _ _ _ 1,810 S.F. f , '"�SoA:ea AREA CODE 860I644.2571 1 100-YEAR FLOOD PLAIN 1,8110 S.F. No. 2 W _ CERTIFIED MAIL /• l IT 3 SNET Co. WF#8 (M f7\/ATION1 ar, ill _ I e r T 9 d #7 SEE NOTE #5 v UNIT 4 / v /N f f UNIT 10 1,660 S.F. �I^' f/ Apri122,2003 1,660 S.F. ' WF#6 � 2 fAZ I� Mr. Scott Kelley R744 Ellington Road / • UNIT 9 UNIT 5 0 f c. ® - South Windsor, CT 06074 • ' / / - Re: A 103-08P Podunk d WF#5 / � =�'/rye UNIT 11 1,810 S.F. 1,399 S.F. N o f pp ilk Ridge sRD I Ca HAND ARK EXIST. Dear Mr. Kellc • � ! / 1,810 S.F. CURB TO �` SPACE & kcjp ' MA/ OX MAILBOX y: UNiT 6 M {aH PAVEMENT R�rNtaN WAIL N I ' Nib 0� / UNIT 8 1, 66Q S.F. R 3x O\ O /! At its April 15, 2003, meeting, the Planning andl_oning Commission voted to approve your roe` 1 660 S.F. PROPOSED 00 N I II request for Special Exception Article 4.1.12 and Site Plan of Development. This approval is for 5 4 ' 4' PROPOSED WALK "' O I the construction of a 21 unit Senior Residence Development to be known as "Podunk Ridge" on ♦ W 4 / �0 , sy A it property located on the northwesterly side of Ellington Road, northerly of Ordway Drive, A-20 h �► �J oFWq� UNIT 7 �� % ONE w Y SIG ` 4T t/ Zone as shown on plans prepared by Design Professionals, Job No.1520, dated March 6, 2003, as 1,399 S.F. , yl 0 I f 0 rF revised. This approval is subject to the following modifications: ONE WAY PROPOSED PC R 1. Prior to commencement of an site work, a \ ♦ HELD SIGN/00 NOT eN COMMUNITY Y I meeting must be held with Town Staff. O ENTER- �r "{ OD 0 PROP. W BUILDING 2 QO Ake 1 STREET SI 2. No building permit will be issued until the frttal mylars have been filed in the Town Clerk's CONC. WALK SNET #2339 � rn a O � d. -1• 3 S t ` / II office. S.F. V1 `O e!T 40 -.0 o� 0 21� 3, yg I 3. This application is subject to the conditions of approval of the inland Wetlands U V^j CO C /�� g 'A M r° p / -I� g cy/Conservation Commission, including a bond in the amount of $10,000 to ensure 1p11i12 P7-�L�L(z/l LUG `S.3?• GD N S \� C�yR ` h % p f / A en n Ei m 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 4�•�F x \\<�\� Oe� e h.f-7 fl erosion & sedimentation control measures, and a bond in the amowtt of $ iQ000 t0 CRSUIC i^or AREA cone OW f 644.2511 Syt ` �O CV 9 O G yL M ` ¢> establishment of stormwater structures. Erosion & sediment control bonds must be posted 1 prior to commencing any site work. O �Y J! Q O V RSEE ET i STOP 13 4. An as -built plan is required prior to issuance of a Certificate of Occu anc March 21, 2003 QV O O Q V ( NOTE 0y sp D SIGN/00 NOT J of the Zoning Regulations. P Y Per Section 8.1.10 Certified 1170001670000775520283 �O ♦ ♦ Q O TER SIGN J 5. A landscape bond in the amount of $10,000 is required and must be submitted prior to filing 0 — 1 o UNIT 18 of mylars. Design Professionals, Inc. ` 1 „81 Q S.F. �O MAILBOX 6. All plans used in the field by the developer must bear the stamp and authorized signature of 165 South Satellite Road `� �/� the Town of South Windsor. South Windsor, CT 06074 ♦ Y �I91'91 F i I Ir SNET #2338 3S, . UNIT 19 f TRAFFIC LIGHT 7. WPCA approval is required. A hold harmless agreement and permission to enter form will RE: Appl. 403-08P - Podunk Ridge, westerly of Ellington Road and northerly of 6V�F 1,399 S.F. ' I /I� need to be provided to the Town to allow the refuse & recycling vehicles to enter the site. Ordway Drive, A-20 Residential zone 1. P. FR I 1! 8. The street number(s) must be included on the final plan. Dear Mr. Semprcbon: N /F UNIT 14 ! 9. Debris on site must be removed. At the March 19, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission LiN DA V. CLOU TI ER 1,399 S.F. UNIT 20 I approved application 903-OSP - Podunk Ridge - Ellington Road - Inland Wetland/Conservation ♦ ` 10. Tees to be cleared for drainage areas must be tagged and reviewed by Town staff prior to Commission application for the construction of a 21-unit Senior Residence Developnnicnt, 1,399 S.F. CHD MON I clearing. community center, stomiwater structures, parking and related improvements on property located o,„ UNIT 15 f westerly of Ellington road and northerly of Ordway Drive, A-20 Residential zone. This approval `® 1,660 S.F. 3 % 11. Engineering comments dated March 19, 2003, must be addressed to the Town Engineer's c')-' �a �/) eUF�R UNIT 21 f ! satisfaction. is subject to rile following conditions: ° '°` � /'O'Llin � J4(� �" �� LOT 7 ♦ sk �� 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074 1,660 S.F. f 1 One blueprint copy of the entire set of plans and this letter reproduced thereon, must be ^°°�� TELEPHONE (860) 64/1-2511 12. Sidewalks should be extended around the loop road on both sides and continue to Ellington submitted to this Commission. This must be completed within 65 days of approval prior May 12,2003 PLEASANT MEW UNIT 17 I / Road on one side with a connecting crosswalk, to any construction activity on the site. Plans submitted to Planning & Zoning / 1 660 S.F. Commission shall be considered having met this requirement. RSK-Kellco, Inc. N F ♦ I,p, Black and white transparent mylars of Sheet #2 with the above modifications, together with three Ann, Bruce S. Kelly 0.30' SOUTH blueprint copies of the entire set of plans must be submitted to this Commission within 30 days 2 The application shalt indemnify and hold harmless the Town of South Windsor against 1744 L•Ilington Road JACQU ELI N E KING `\` UNIT 16 ♦ ♦ � I I `' to be stamped and signed. The letters of approval of this Commission as well as the Inland any liability, which might result from the proposed operation or use. sonny win ]sot, Cr 06074 1,810 S.F. 0.22 WEST OF ♦ CORNER ,o fI Wetlands Agency/Conservation Commission must be reproduced on the mylars. 3. The permit is valid for five years and shall expire on March 19, 2008. It is the Rli: I'udmtk Ridge ♦ 1 P / r1 landowner(s)rapplicant(s) responsibility to track expiration dates and notify the Ellington Road 0.30' SOUTH ♦ /� frD Commission of a renewal request at ]cast 65 days prior to expiration. South Windsor, Cf LOT 8 ¢�4 OF PROP. LINE After the mylars have beenn signed by the Commission, they will be veronica to you for filing in /► S 232 ^ % / p� SNET /2337 the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to b All approvals required must be obtained and submitted prior to any activity on the site. ISur Mr. holly, PLEASANT VIEW 1 ss♦ ss3 83, I The South Windsor water Polhdiuu Control Authority, at its regular meeting of May 6, 2003, gave , the Planning Department, 5 A contact person shall be identified on the plans. approval rot Ilie connection to the'rown's sewerage system of a senior residential development of N /F �'�y ` \` �' y �¢ Ellington Road, as mote specifically shown on plans entitled "Plan and profile— Podunk Ridge' p,cpared G ♦ ♦ f / $ Sincerely, 6. A conservation easement be incorporated along the top of the slope as shown in the by Design Piolbssionals, tile., Project No. 1520, Drawing NOW 5, 7, 8, and 9 dated 1.30-03, revised 2,13- LU CY M. a ` / - revised plans submitted March 17, 2003. 03, 3.06.03, 4.07-03, 4.28.03, 4.29-03, :tad subject to the folluvhng conditions•. T� ♦ ♦ / 7 Yard waste anti leaves or Toss clippings are not to be deposited on the adjacent slopes. 1. Gngiucering department approval of ttc 4" PVC pipe corrected to are 8" gmvity;ced force main CH AR P EN 1 1 ER Kevin McCann, Chairman gep J P I Installation orb" laterals to end alight ofway on all abutting properties to lire 300 foot sewer lies (� f)I ♦ MAILBOX to be installed on Ellington Road. LOT 9 ` � �. � d Planning and Zoning Commission 8. Relocation of the storm drainage and walking path behind units 4, 5 and 6 per'rown 3. A new mnnhule to he tocated on Ellington Road including a stub heading north for rill- 1 P ^ I I (' Engineer's memo dated March 19, 2003. developnhcut. PLEASANT VIEW ♦ z cc: Town 4. Iingineering approvat of the pump station and backup system. 9. Include deeper drop inlet manholes to reduce the slopes of the storm drainage pipes down 5. Must conform recu the Town and Slate regulations regarding the Small Systems Act. N /F / ,..� cc: Town Engineer 5. Developers Agrecmcnt to be drawn up:md reviewed and regarding by the Town Attorney. D� (�l /F O I // ` LEGEND Chief Building Official the hill and adjust pipe sizes per Town Engineer's memo dated March 19, 2003. 7. 'town to notify current homeowners advising them of the ability to connect to the Town sewerage STEP H EN G. tit: ♦ ♦ �j p Assessor system. 10. We recommend a bond in the amount of SI0,000 be submitted to the Planning & Zoning 8. Technical approval of the ''own Cugincering Depariment. �/ JOSEPH P. • IRON PIN TO BE SET Commission to ensure compliance with the erosion and sediment control measures and 9. Final Authority approval and acceptance ofthe sanitary sewerage connection will be given once ROSEAN N G. WILCO Design Professionals, Inc r � EXISTING IRON PIN 'file sewer line his been installed and inspected bythc Tnwn sniff, and based upon the written DOLORES 0. LEWIS V / j' O MONUMENT 70 BE SET the maintenance program. verilicatiml of the'Cowat staffthat said sanitary sewer line was installed in substantal LOT 10 ♦ MAP REFERENCES: �' •�• ■ EXISTING MONUMENT conformance with the design plans previously approved by (lie Authority, and meeting all Town. • P 11. We recommend a bond in the amount of $10,000 be submitted to the Planning & Zoning regulations and appropriate technical specifications relating to sanitary sewer construction. PLEASANT VIEW I I.P. 1. MAP OF PLEASANT VIEW PROPERTY OF JAMES MILKIE ELLINGTON Cormission to ensure installation of stormwater structures. 0.35' SOUTH ROAD, SOUTH WINDSOR, CONN. SCALE 1 -4Q' DATE: MARCH 10 'Chin approval [cite.,mash be superimposed on the final approved plans. 1962 0.15' WEST OF HAYDEN L. GRISWOLD, C.E. _0 / v"� 1 'NET �233s 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, Very truly yours, very truly yours, N F CORNER 2, PLATT 11 PLEASANT VALLEY HOMES PLEASEANT VALLEY ROAD lI IPA M sr CONN. PROPERTY OF JAMES MILKIE SCALE V=40' SEPTEMBER 8, 1962 JAMES N. SO. WINDSOR, CONN. SCALE 1"=60', JAN. 1957 REV. TO 5/21/58 BY BY HAYDEN GRISWOLD. INLAND WETLANDS AGENCY/ ♦ I.P. PRIMIUS & WELTI 7. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP CONSERVATIONCOLIMISSION HALPIN LOT 11 \ 3.. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON / TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM J, eph J. Cat no. Chatrnun PLEASANT VIEW ROAD, SOUTH WINDSOR, CONN. SCALE 1"=40' MARCH 1981 BY THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET Water Pollution Control Authority PETERSON & HOFFMAN. I ROUTE N0. 313 NUMBER 351, SCALE 1"=40' OCT 31, 1931 SHEET Eliza t A.Wnrren,Chairperson Cr Mauhe.Gilligan, Town Manager AI/C 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H. I 4 OF 4. Michael J. Gantick, Director of Public Works � �) f ,r , VILLANO 914 ELLINGTON RD. SOUTH WINDSOR SCALE 1 =50 SEPT. 19, 3 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN JearciaBanch,Dirctorofr ROCCO E. MONTANO ' ER':dr MarciaBanach,UircctorotPlanning 1973 BY JOHN H. KEITHUNE. I m OF SOUTH WINDSOR, EAST HARTFORD -WAPPING ROAD FROM A POINT John Collins, Chief Building Inspector 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. ,% E,175T. ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & Uesign Professionals, Inc. MAILBOX cc: Chief Building Official BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE �� EASTERLY ABOUT 6300 FEET - ROUTE NO. 515 SCALE 1"=40', NOV. 6 5-23-03 APPROVAL CONDITIONS KMI Town Engineer 1 =50 FEET DATE: JULY 1946 BY PETERSEN & HOFFMAN. 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. 6ii • 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20•-300b-20 Tel. 860.291 • 8755 PROPERTY SURVEY Resurvey Prepared for: SHEET Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE Fax 860.291 • 8757 A 5 4-7-03 TOWN COMMENTS GBS GRAPHIC SCALE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS ��� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 4-2-03 TOWN COMMENTS MHA SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 40 0 20 40 80 Rr gO C PL AIMPOdullk Ridge2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 3-27-03 ADD SIDEWALK SOUTH SIDE GBS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. of ess�onaes Inc. BY A LICENSED LAND SURVEYOR PRIOR TO 2 3-6-03 TOWN COMMENTS MHA IN FEET I ���1n®n®ad 2 CONSTRUCTION. ( ) DES/GN.• BEE DRAWN.• BEE CHECKED: RPM GBS 3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 02-13-03 GENERAL GBS 12882 1 inch = 40 ft. a civil engineers • planners Surveyors IMPRESSION SEAL AND ORIGINAL SIGNATURE landscape architects gin gps ✓OB NO.: 1520 DATE January 30, 2003 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION 13Y RICHARD P. MARTEL LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1520 1520-20WG Somth ��ffi�5��9 co=eCdcut .17 ORIV N/F 1! I a 11 '` DAVID E. X 38.82 FLOOD - - W RnRRnWRWI CO \� • = ' +.. ,,,........r" 100-YEAR FLOOD PLAIN / , " r #5 -',VON / I r/ / 38_32 (ELEVAMON,•45.5) / SEE NOTE 4YF 7,' / ,�• � N/F `N - ROBERT W. �oS�NG op, � f-4o X 39.77SKlNNER 2', ` , / 1' 1 \ ( } MODIFIED RIPRAP OUTLET PROTECTION ANDS 1R1'G BARS N 2 '' l 1I N INSTALL PERMENANT TURF REINFORCE AT WITHIN OUTLET , ' / ' / ' _ , t t t / / + N F ( I CHANNEL. INSTALL MODIFIED RIP ON BANKS AND WITHIN / ' / ' , ' 7 / I / + , STREAM CHANNEL) REQUIRf,O• PROVIDE STABLE .' ,' /' , `. , ,, ' t l , t1,� //'! 1 3S BvF S#4i, / SUSAN G. KING !� / DISCHARGE. LOCATION P!V EXTENTS OF RIPRAP 1.0 , / t' , , , / R No. ANDRE CHARBONNEAU l ( FR % \ \ ` �•�TREE AND THE TO DETERMINED tN VIRONMENDTALYOFFICER.THE SIGOUTLETNEER , ' / , We-•,m• / 'T^1' ,' ` \ ` t r .', i Or W,' /_ _ _ PROIECJJ(�t� f0 BE INSTALLED UNDER THE SUPERVISION - _ _ _ _ _ ' _ J , , ' ��1 X 39.39 OF DESIGN ENGINEER.^PROP. 24" CONC. FLARED ENDS ' / / (WITH CUTOFF WALL) _ ` - /• , ' / - - _ , , � !�/ L. _l ' vw r , r r f r r ' / ' GRADE /• j �'�`"�= --�.� _ - '/ , a\ ®0.3% - _ ` - _ - - - ' ' j - _ _ _ _ - - ' _ r r ti- - - - _- _ ,' r ' r, TO DRAIN 4-6mcm Fi#'�MAILBOX -aQO-_PLAIN ' ® -54 �' •� - - _ ��r•_' -_a_. „�_ ' _ X� "---Am0_N;;, _ o > ' ` _ _ �+ I 24"QUT):39 20 - - - --- - WFJF4 NOTE .''i 4"T�Ei / l �.• ' _ ---------- / /• 1(�'i• ' / - - - - - - - �` - - - - - - - - - _ - _ 42 TREE - i �'/ - _ _ ' I ✓ \\ \ \ , ,/, /�, / _ / , l / f ��v / , / �/- 0o I?MH#T SI& 2443 r \`` , , ' ' _ + No. Co fit/ /• _ _ .Z,' /' ` l - - - - - - - _ TF: 73,40 ' �� / �` / No. 2 2 / / // ISR�f50SED C-ONSERVATIOAF / - _ _ _ - \ `` _ _36" TREE- 36� 6EECH _ - - INV(18"1Nr65.5� _ ;' �$ / , ,' N ag5� , \ EASEMENT INEAVeR OF - � \ -----_ - - �-------- '�� _� _;-' � '"� ,� , N/F GALAISE, ROBERT �`=<v 1HIGH WATER LINE ,T p,� /r } ,/ ,' / , - - - ` - - _ _ ` _TOWN" OF S. VI MSSOR" _ ' -/ - • ` \ \ ` - _ ` _ _ _ _ - - _ 114'�18" �� ®9. a - _ t N89'34'44"E ' - -76- - - / , 26 ' ,, I y �( / Q <F / (SEE NOTE S') / , / / / / , / , ' - - - _ _ _ - - - _ _ _ _ 24" TREE 3i + t ` - - - _ _ - - 159,12 INFILTRATION AREA / '' 8c JU DI TH A. o / `Y4ERAN6S u " - -60-- J 1 3+ �, AREA=546,300f S.F. Q�� ./ ' r ' / / / / �• / ---_ ---�- \�G� - -��� \` `----- - -PMIt - - - , ` I .67g / =12.5f AC. 0 ' / V /p / ! 11�5 t , / /, / , , �_ Gt/_ - _ \ ` ` `---- TF:58.50 ________ ' t \ S� PCB#12 t // "):54 TF. 75.0 / 7. 5 I / '' ,,✓ / / / / / / - - ` "`------- _- _ _ _ / t \ h INV(18"):66.56 / t / �O" TR� \ �.y1 UNIT 1 / / t ei`Off' ORP1t, , - 7/3 / /� - -•_{ \ - 36" TREE - - - - - - - ` �/ OE �O ' 11 r 1I EX. C-C �C , / , / ,' pop ORA 77.1 FF/TOW: 79.17 / r ' T.F.=78.98 -70 _ / , TREE 7 UNIT 2` v �-' 0 GAR: 78.50 v r r / - �.` 3 - - - _ _ y , , - 16.4 ' ^ I 00 j / It `t , r � _ - � , / / r ' / / r ,r � ' �/I � � / h2 - �---- ___,- "� ' ' , > ° � s . o , ' � _ 0 •78.67 ��� ou ' P / • ` , / y - '♦-� FLOC 42 UNIT '3� GAR: 7, _. LOC �� /dl i / r " 1 / , / !h �h \ , h ! , - , '(ELEVAi16P1 45.D� 1'J" •i ' / 1 oo , , ' � O No. 2 4••74 ' � FF/T0W.-77.92 ' o .0 7a o r / 1�, N/F JOHNSON, JULIA RACKAUSKI ASEE 1 , . it •+ r ! / / 6 6 m GAR: 77.25 t UNIT 10 + r' r , , 1 , / / _ _ - / , / /' ' `�, .•...,,,, �.,.. UNIT 4' . 1 7 . > k>> �'• /! FF TOW:76.92 1NFr r , / / _ - � GAR: 76.25 ARE•q �" . 7 FF/TOW: 78.11 ® 7 ,y � ' l EX. CL -CB GAR:r 25 i G. rf. D t7 ^ �g 75.67 � 77.50 r � .�� (,J�l T.F.=79.88 r , l , UNIT 9 / ;� 75.17 UNIT r r / ;UNIT 11 y�s� , ' . \ FF/70W: 76.67 5.17 FF/TOW: 78.17- i \\ 77.50 0 HAND I{� 7 - N p 4 FAST. GAR: 76.00 © GAR: 77.50 NOTES: 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. HORIZONTAL DATUM - NAD '83 VERTICAL DATUM - NAVD"29 3. HIGHWATER LINE IS TAKEN FROM MAP REFERENCE #2 AND IS AN APPROXIMATION. 4. PROPERTY IS IN A-20 ZONE. 5. FLOOD LINE TAKEN FROM FIRM FLOOD INSURANCE RATE MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, PANEL No. 6 OF 11 & 10 OF 11 MAP REVISED FEBRUARY 23, 2001. 6. RETAINING WALLS TO BE VERSALOK OR EQUIVALENT. FINAL DESIGN BY WALL MANUFACTURER TO BE SEALED BY CT PROFESSIONAL ENGINEER AND APPROVED BY TOWN ENGINEER. 7. ALL UNITS SHALL BE SERVICED BY SUMP PUMPS WITH 1.5" FORCE MAINS EXCEPT UNITS 3, 4, & 5. 8. ALL DEBRIS ON SITE INCLUDING DEBRIS BURIED JUST BELOW THE SURFACE SHALL BE CLEANED UP AND REMOVED FROM THE SITE AT THE START OF CONSTRUCTION. 9. BITUMINOUS CONCRETE SLOPE CUBRING TO BE INSTALLED ALONG ALL EDGES OF SITE ROADWAY. NO CURBING TO BE INSTALLED ON INDIVIDUAL DRIVEWAYS. 10. INFILTRATION AREAS TO BE PLANTED AND MAINTAINED AS LAWN AREAS. SURFACE RUNOFF WILL COLLECT IN THESE AREAS AND INFILTRATE. 11. INLAND WETLANDS FLAGGED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. UNIT 6 UNIT 8 fri ��► •• I• �� ,FF/TOW. 77.17�� �•' 1 /Et%='.•ram �t� •1�, , ►� ±'>t'r' ��,. •• • .. Fz.,._ ire ... ; ' • r� :. ► �► �. ►FRIEND,TIMOTHY �. . . • `> ddKIle;/�� �AN wu •• � � •• T""'y=• / � ` �\ ` � �,� . ••I .��S-III© . • ,� moo/ � \�/ `j��:•.���'r �" `, �� . � � , `t• r, �/1� • FZ,� B CLEANOUT 4" INV: 74.47 INSTALL STUB FOR PSMH #1 FUTURE EXTENSION UNIT 21 TF: (MATCH EXIST.) FL: 73.90 \- �� - � �i�'3 � err •�pL7 -�• - L . FF/1 OW.7,6.67 �S>> GAR:76.00` - r! , l I CO LOTS + St ET 12337 PLEASANT VIEW \ ss 2�`S. ' s ss32 a3 // Q U l N/F 4.60- CHARPENTIER j f M 1BpX MAP REFERENCES: LOT 9 1. MAP OF PLEASEANT VIEW PROPERTY OFJAMES MILKIE ELLINGTON PLEASANT VIEW _ ROAD, SOUTH WINDSOR, CONN. SCALE 1F =40 / DATE: MARCH 10, 1962 / �\ HAYDEN L. GRISWOLD, C.E. N/F / , 2. PLATT II PLEASEANT VALLEY HOMES, PLEASEANT VALLEY ROAD STEPHEN G. & ��. JOSEPH PH P. &N/F MICHAUD, MICHELE SIMEONE SO. WINDSOR, CONN. SCALE 1"=60', JAN. 1957 REV. TO 5/21/58 BY ROSEANN G. WILCOX PRIMIUS & WELTI `�� DOLORES 0. LEWIS 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER N0. 850 ELLINGTON LOT 10 ROAD, SOUTH WINDSOR, CONN. SCALE 1"=40' MARCH 1981 BY PLEASANT VIEW / T233s NE PETERSON & HOFFMAN. N/F l/ alssNE 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H. JAMES N. mi VILLANO, 914 ELLINGTON RD. SOUTH WINDSOR CAL£ 1"=50' SEPT. 19 LEGEND i 1973 BY JOHN H. KEITHLINE. • IRON PIN TO BE SET HALPIN LOT 11 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. ® EXISTING IRON PIN PLEASANT VIEW Ex. C-CB INSTALL 6" LATERAL TO EDGE R-O-W ® 2.07. BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE N/F l T.F.=8Q43 SLOPE (TYPE.) CAP END & MARK WITH BURIED o MONUMENT T BE SET METAL ROD. EXACT LOCATION TO BE DETERMINED 1"=50 FEET DATE: JULY 1946 BY PETERSEN & HOFFMAN. _ � = EXISTING CATCH BASIN AND PIPE ROCCO E. MON1`ANO a 3 � AT TIME OF CONSTRUCTION. 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, PROPOSED CATCH BASIN AND PIPE m pasr. =Q= CONN. PROPERTY OF JAMES MILKIE SCALE 1 "=40' SEPTEMBER 8, 1962 PROPOSED STORM MANHOLE UN4BOX N/F DUMOUCHEL, ROBERT G _ BY HAYDEN GRISWOLD, - - EXISTNG SANITARY MANHOLE AND PIPE 7. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP ---0- PROPOSED SANITARY MANHOLE AND PIPE TOWN OF SOUTH WINDSOR EAST HARTFORD - WAPPING ROAD FROM PROPOSED WATER MAIN AND HYDRANT THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET ROUTE NO. 313 NUMBER 351, SCALE 1"=40' OCT 31, 1931 SHEET - F - FOUNDATION DRAIN 4 OF 4. - S - SANITARY LATERAL 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN - W - WATER LATERAL OF SOUTH WINDSOR, EAST HARTFORD - WAPPING ROAD FROM A POINT -••a3e- EXISTING CONTOUR ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & --- PROPOSED CONTOUR EASTERLY ABOUT 6300 FEET - ROUTE NO. 515 SCALE 1 "=40% NOV. r= SURFACE DRAINAGE FLOW DIRECTION 30, 1936 NUMBER 132-04 SHEET NO. 1 OF 3. G.T.D. GRADE TO DRAIN ` o n n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 5 5-23-03 APPROVAL CONDITIONS KMI m INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 4 4/29/03 TOWN COMMENTS MHA BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-7-03 TOWN COMMENTS GBS BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. CONSTRUCTION. 2 3-6-03 TOWN COMMENTS MHA t 2-13-03 GENERAL REVISIONS MHA 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. GRAPHIC SCALE 40 0 20 40 80 (INS) 1 inch = 40 ft. EX. SMH(APPROX. LOCATION) TF: 82.0* INV: 72.5* Tel. 860.291 • 8755 Fax 860 291 8757 �! �tllllG=�lVt me o UMLO U LI tt�L M esign professionals, inc. A civil engineers • planners surveyors DES/GN.•SEE DRAWN.•BEE CHECKED: GBS landscape architects • gis • gps JOB NO.: 1520 IDATE January 30, 200„ 165 South Satellite Road, South Windsor, Connecticut 06074 ORAW/NG NO.: 1520/1520-3DWG Prepared for: Podunk Ridge ERRinst®n Road So>luth Win&or, cConannecticuut A, a F , BONITO, ANTHONY J. �-•- \ / � � '` DAVID E. & ALLISON X 38.82 �en_v�_ea �t nnn of Diu ' �� urge. BOBROWSKI 38.32(ELEVATION-4.5.5) � T N /�. SEE NOTE #S WF vrF' 1 ( ROBERT W. -40 X 39."SKINNERS - \ *#4& t , A CHARBONNEAU/x 37.66 am/ X 39.39 - • _____ .. / / \ __"' '."•� / - _ _ - ' �- - _ _� _ _ _ _ ^_ ' / _ _ � / yam/ ' I ' _ _ wf l- -"-``----aQO-YEARFLOODPLAIN� •- - - _ _ -_-,_ _ _ _SEE NONE )//L i / _ PENT -TUR REINFORCEMENT MAI - _ _ / . _ • ' ' ' , ' / , ' _ _ ,' f /• '� /•• / !� i _ _ - _ _ _ /\ 'Grl/ 1 / _ - IS TnLi '_IAICTAI, - - -, - _ _ - _ _ - - ' � .ON• DISS Gov,• nn .�a/ _ J I ' / � _ _ `' -•._ �. �' _ � � _ BED AREAS•ALONG-STORM" ! - SEEt1iR`i20Fi1 STATION 2+00 jQ \oEE DFT16IPi ./• '' '' '' / '�'','/.- -- - PROPOSED CONSERVA11ON --- � \`.\�` ___- /'� '/ � '/ � `----------- //� `�\��/��.' a�•% T+AEWT! EAVIDR-F--`----'------------ -/�/- _---------- EASE ��HIGH WATER LINE ,� ) ' ' , ' _ _ _ _ _ _ _ - `TOWN OF S. WHDSSOR - - -.� _ ` ` ` _ - - - _ _ _ _ _ _ .w - - ' - ' NB934'44"E INFILTRATION AR�J 1FEQCE�TYT(SEE NOTE , LATRANDSLNE goo WFA mm Now goo WIPO om �-�� , �ftft - I ' . FF)'TOW: 79.17(TYP.) r°/ GAR: 78.50� -00 I 0 00 78.67 /00 - GAR: i7" ..w,1• _�.0� �ilAli No. 2 C 45.0) '''/ //// //' ' 7 74 �+ �I �' too\� GAR: T07:275.92 77 W r ,' ,'� . ' �/ , / ,' FF/TOW:76.92 \ ..." INgLTRAnOty 11 i SNET Co. �( �i I No. 2343 ' % it ® SNET / I No. 42 ram/ 1 im 4WST �• MAILBOX SIN No. 2 1 J?I O i/ 7g GAR: 76.25 AK GAR: 77.50 l�r ` i / off, REMOVE EXISTING BUILDINGS / e O FF/TOW: 76.67 FF/TOW: 78.17 \ _ HANDI PARK£X/5T. _ _ GAR:76.00 GAR:77.50 \ ��o TAPER CURB TO SPACE S t + MA/ OX �MAaOX FF/TOW.77.17 _ _ _ _ - _ - 0 MATCH PAVEMENT ^ / CD GAR: r1 tr ,' r rr r f rr r /� �, ! -� _ RAM ` `• i I i , i' i I i �i ,' i \ 6 4.c- ------- - FF/TOW:77.17 FF/TOW: 76.67 GAR: 76.50 GAR: 76.00 (O ` 77 1 , O E WA N � I FF/TOW:76.67 AMP ¢ '� / \ \ YIELD SIGN/°° NOT ONE WAY FF• 78.00 cN \ 1• I r r ' r r r � ' r ' ' � r ' � . _ . _ O GAR: 76.00 _ _ ` ENTER SIGN , ..:A STREET SIG / y SNET #2339 1 76 / FFTOW: 77.67 �V- I' 1 r eiT GAR: 77.00 Sg \ 1 � /r/ /, /,'/,','/// '� ! .' �t Q F VRg V � G,S�p ,`, O 8Q m '., •`• / / / ■ C3� 1 ON _CONSTRUCTION ENTRANCE PAD 6"-2" STONE ON FILTER FABRIC / Co - - - - - ♦►- � `TER Ssic �0 NOT '/ ` \ � TOPS \ . \ 4.,-low wA SB o `� / // sr. po �' STOCKPILE FF/TOW:78.67 / LBox ESTABLISH TEMPORARY EARTHEN BERM WITHIN � ` AREA � :78.00 1i J / SILT FENCE GRADE SI7E DURING CONSTRUCTION TO - /iyF,� ` ` o� I ! 3 I AT #2338 LIGHT DRAIN AWAY FROM TOP OF SLOPE TOWARD CENTER / OF SITE.>>�gnON` F1 /Tow:75.s2 - \ -' N/F aRFq GAR:75.25 �- - - ` FF/TOW:77.67 ' i / U' I, `< GAR: 77.00 , LINDA V. CLOUTIER GAR: 76.00 ;_ � � ` , , • s GAR: 77.50 , LOT 7 ♦ ` NamFF/TOW: 76.67 rn , , PLEASANT VIEW ` GAR:76.00 , - ' �NF, I �1)?,qn FF/row: 78.67 oro q GAR: 78.00 N/F � � FF/70W:79.67 ,'1�' RFa CID, ' l JACQUELINE KING �` _ _ GAR:79.00 MAP REFERENCES: .� FF/TOW:76.67�� 1. MAP OF PLEASEANT VIEW PROPERTY OF JAMES MILKIE ELLI GTON GAR:76.00 ROAD, SOUTH WINDSOR, CONN. SCALE 1 "=40' DATE: MARCH 10, 1962 ' � / NOTES: HAYDEN L. GRISWOLD, C.E. LOT 8 sr�ET #2337 ' 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 2. PLATT II PLEASEANT VALLEY HOMES, PLEASEANT VALLEY ROAD PLEASANT VIEW �� `� P�y 2. HORIZONTAL DATUM - NAD '83 SO. WINDSOR, CONN. SCALE 1"=60', JAN. 1957 REV. TO 5/21/58 BY N/F �� `1.• ��.' � � VERTICAL DATUM - NAVD '29 PRIMIUS & WELTI LUCY M. ' 3. HIGHWATER LINE IS TAKEN FROM MAP REFERENCE #2 AND IS AN 3. PROPERTY SURVEYED FOR ROBERT W. SKINNER NO. 850 ELLINGTON ,' Evsr. APPROXIMATION. ROAD, SOUTH WINDSOR, CONN. SCALE 1"=40' MARCH 1981 BY CHARPENTIER LOT 9 `� �� f " MAILBOX 4. PROPERTY IS IN A-20 ZONE. PETERSON & HOFFMAN. 5. FLOOD LINE TAKEN FROM FIRM FLOOD INSURANCE RATE MAP, TOWN 4. MORTGAGE PLOT PLAN PROPERTY OF THOMAS J. & BARBARA H. PLEASANT VIEW OF SOUTH WINDSOR, CONNECTICUT, PANEL No. 6 OF 11 & 10 OF 11 VILLANO, 914 ELLINGTON RD. SOUTH WINDSOR CALE 1"=50' SEPT. 19, N/F MAP REVISED FEBRUARY 23, 2001. 1973 BY JOHN H. KEITHLINE. N/F 6. RETAINING WALLS TO BE VERSALOK OR EQUIVALENT. FINAL DESIGN BY 5. BURNHAM ACRES PROPERTY OF WELLMAN R. BURNHAM & DAVID M. ROS EG. WILCOXHEG. & JOSEPH P. & WALL MANUFACTURER TO BE SEALED BY CT PROFESSIONAL BURNHAM, PLEASANT VALLEY ROAD SOUTH WINDSOR, CONN. SCALE�� DOLORES 0. LEWIS ENGINEER AND APPROVED BY TOWN ENGINEER. 1"=50 FEET DATE: JULY 1946 BY PETERSEN & HOFFMAN. LOT 10 �. 7. ALL UNITS SHALL BE SERVICED BY SUMP PUMPS WITH 1.5" FORCE 6. MAP OF WOODSIDE - PLEASANT VALLEY ROAD - SOUTH WINDSOR, PLEASANT VIEW MAINS EXCEPT UNITS 3, 4, & 5. CONN. PROPERTY OF JAMES MILKIE SCALE 1"=40' SEPTEMBER 8, 1962 SNET #2336 BY HAYDEN . GRISWOLD. N/F i' v EVST 8. ALL DEBRIS ON SITE INCLUDING DEBRIS BURIED JUST BELOW THE 7• CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP JAMES N. I MAILBOX SURFACE WILL BE CLEANED UP AND REMOVED FROM THE SITE AT THE / LEGEND START OF CONSTRUCTION. TOWN OF SOUTH WINDSOR EAST HARTFORD -WAPPING ROAD FROM HALPIN LOT 11 - THE EAST HARTFORD TOWN LINE NORTHEASTERLY ABOUT 11,200 FEET 9. BITUMINOUS CONCRETE SLOPE CUBRING TO BE INSTALLED ALONG ALL PLEASANT VIEW EDGES OF SITE ROADWAY. NO CURBING TO BE INSTALLED ON INDIVIDUAL ROUTE 313 NUMBER 351, SCALE 1"=40' OCT 31, 1931 SHEET N/F SETTLING BASIN DRIVEWAYS. � 3 � 10. INFILTRATION ARES TO BE PLANTED AND MAINTAINED AS LAWN AREAS. 8. CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP TOWN ROCCO E. MONTANO m Qrsr. _ OF SOUTH WINDSOR, EAST HARTFORD - WAPPING ROAD FROM A POINT SILT FENCE l MarBox SURFACE RUNOFF WILL COLLECT IN THESE AREAS AND INFILTRATE. ABOUT 1070 FT. SOUTHERLY FROM THE PODUNK RIVER NORTHERLY & 11 INLAND WETLANDS FLAGGED BY HIGHLAND SOILS AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. EASTERLY 30, 1936 ABOUT 6300 FEET - ROUTE NO. NUMBER 132-04 SHEET NO. 1 OF 515 SCALE 1 "=40', NOV. 3. o n u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY mz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE INFORMATION. ALL EXISTING UTILITIES SHOULD REVISIONS THIS PLAN I S F 0 R SEDIMENTATION AND Tel. 860 291 8755 • Fax 860 291 $757 sEDi�NT/A1TION & Prepared for: SHEET GRAPHIC SCALE BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 4 3 5-23-03 4-7-03 APPROVAL CONDITIONS TOWN COMMENTS KMI GBS EROSION CONTROL ONLY AND I S NOT TO 4a 20 �° �° + es� � �os�ow coNT�o� PLAN Podunk Ridge BY A LICENSED LAND SURVEYOR PRIOR TO rofessionals inc, - CONSTRUCTION. 2 3-6-03 TOWN COMMENTS MHA LLJJIN B E USED FOR UTILITIES CONSTRUCTION. FEET ) civil engineers • surveyors DESIGN. BEE DRAWN.• BEE CHECKED: GBS ]EIRi 1von Road 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE 1 2-13-03 GENERAL REVISIONS MHA1 inch = 40 ft. planners landscape landscape architects • gis • gps JOB NO.: 1520 DATE.• Ionuor^y 30, 2003 9 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 152D 1520-4.DWG Sou>zth Wirindsor9 ■ ��� .N �r... •w•�rw WFP4 WF#19 PROPOSED CONSERVATION %-EASEMENT IN FAVOR OF TOWN OF S. WINDSOR r WF#14. N/F V. CLOUTIER 84 82 80 78 76 74 72 70 60 66 64 62 DATUM ELEV 60.00 a r 388. UNIT 10 FF/TOW: 76.92 GAR: 76.25 PMH#2 TR 58.50 INV(18"): 54.75 2 UNIT 9 UNIT 11 �y��s FF/TOW:76.67 J v GAR: 76.00 FF/TOW:77.17 so GAR:76.50 S` UNIT 8 FF/TOW:76.67 rUN7 P #1 GAR:76.00 f 8 6" P FF TOW:76.67 PSMH Pvc s�0,5p m GAR: 76.00 5 3� UNIT 12 FF/TOW: 77.67 ���5 J O 61T, STA: 8+46.86 C NC GAR:77.00 �, SET: 17.22 R PCB#2 SC A LOT 7 PLEASANT VIEW N /F JACQUELINE KING 'UNIT 13 FF/TOW: 75.92 GAR: 75.25 LOT S PLEASANT VIEW N /F LUCY M. CHARPENTIER UNIT 14 FF/TOW: 76.67 GAR: 76.00 UNIT 15 FF/TOW: 76.67 GAR: 76.00 LOT 9 UNIT 6 FF/TOW: 77.17 GAR: 76.50 UNIT 16 FF/TOW: 76.67 GAR: 76.00 t!1 PMH#1 STA 2+43 TF: 73.40 INV(18"IN): 65.50 UNIT 5 \ FF/TOW: 78.17 GAR, 77.50 UNIT 17 FF/TOW: 79.67 GAR: 79.00 %6 WFPI-_"I�Z won N89'34'4eE 159.12' AREA=546,300t S.F. =12.5± AC. PCB#12 TF: 75.0 INV(18"): 66.56 �RApE TO pRp,1N O ,N�FsB 0 UNIT 3 F F' FF/TOW: 77.92 GAR:77.25 i UNIT 4 FF/TOW:78.17 ® .y GAR:77.50 0 UNIT 2 FF/TOW: 78.67 GAR: 78.00 0 0 � PSMH #2 Hr ANDiI"Afk.,EARK �SPACE,I•&, SIB UNIT 1 FF/TOW: 79.17 GAR: 78.50 o '^o FF: 78.00 o ' v 0 i,, � ig UNIT 21 .- - % STOP S SIGN/DO NOT R� c TER SIGN CF G. Co� . CC) O No.2341 No. 4.41 0 0 EX. -CBS' 78.98 SNET Co. No. 23 � G.T.D j0 1 EX. CL-CB T.F.=79.88 0 0 ~ m aa5r. MA/ OX MAILBOX m 0 STREET SIC Ir _ SNET #2339 AZ O ao ftl Evsr p MAILBOX � SNET #2338 TRAFFIC LIGHT EX. C-CB t T.F. =79.39 CLEANOUT 8" INV:74.30 4" INV:74.47 INSTALL STUB FOR PSMH Al FUTURE EXTENSION TF: (MATCH EXIST.) FL: 73.90 30 LF 8" PVC o' S=1.0% i� ® SNET #2337 4 z m En5r. MAILBOX MAIM 1��������������������®■������� NOME MEIN . 1�������l����'ii������ii ���■�����®�� MINO101 MEIN m, 1���������������������■����MEN MENEM� �R- WOMEN I��r�ll��ll������ � II�II�����/111���■�����II����'!':"'ill��l■1�`i������ • ' ■■ ,__-��� I Ell _6,.■wrllr ...�.::....,.....-- �,11 I�Il�iil s►'■■■■■■■1■ .I.''::!��II�,NN� !: ""._.'"r�ll���■■':���r_�I�iir■Nr_r�'I: MENE� -_ ' ia^ u..._=--..::.-_.-...r I�II�A1��111■``i r , , ar•r:n ` � �II�FIEmim 11m ■■�""■■■■■..on!M I■�■■■■ ENENIENW/I . �,,.. � �r■■������t1■■■�■■■'r....._._ 1H11ON41141____w_..•m- 11 . !il! �.' EEMEMEN 1_� k_m1i■■IIIIII'M�6��� _-m_EN_�_�_N_III_II���ONFIE _-■,-■,�1�-_+_�®I 1. MNFZ___�_ __II__I WAS MIEN SIMMIESIMEN ONE SIMMIESIMMIMMIN MIN ISIMENEEMIN mmmmmm-- ONE MAIN STORM DRAINAGE STRUCTURE TABLE STRUCTURE TOP FRAME INVERT PCBI 75.40 72.00 PCB2 74.15 70.87 PCB3 74.29 70.68 PCB4 74.50 71.00 PCB5 74.50 69.50 15" IN 70.85 15" 69.25 18" O PCB6 75.50 72.00 15" IN 71.80 15" OUT PCB7 75.50 67.50 18" 71.65 15 PCB8 76.25 72.75 PCB9 76.25 72.60 PCBIO 75.75 72.10 PCB 11 75.75 72.25 PCB12 75.0 66.56 PMHI 73.40 65.40 PMH2 58.50 54.75 PM113 46.0 42.25 18" IN 39.20 18" OUT YDI 75.50 73.05 YD2 73.50 71.15 Ba Saver 76.20 67.35 see detail STORM SEWER PIPE TABLE RUN LENGTH SIZE SLOPE PCBI - PCB3 85' 15" 1.55010 PCB2 -PCB3 30' 15" 0.63% YD2 - PCB2 55' 12" 0.500/0 PCB3 - PCB5 187' 15" 0.63% PCB4 - PCB5 24' 15" 0.63% PCB5-PCB7 235' 181, 0.75% YDI - PCB11 60' 12" 0.500/0 P B11 -P Bl 24' 1 ° PCB10 -PCB6 58' 15" 0.500/0 PCB6 - PCB7 24' 15" 0.63% PCB9 - PCB8 24' 15" 0.63% PCB8 - PCB6 112' 15" 0.54% PCB7 - Ba saver 16' 181, 0.900/0 Ba saver - PCB12 88, 18" 0.900/0 PCB12 - PMHI 127' 18" 0.900/0 PMIII - MH2 114' 8" 9.340 PMH2 - PMH3 1 70' 18" CP CL. 17.8% P i - Lis 4" 1 Q.50/0 Note: All pipe to be ADS N (d ept as noted) SANTTARY SEWER STR CTURE TABLE STRUCTURE TOP OF FRAME INVERT PSMH1 MatchExisting 73.90 PSMH2 77.00 69.50 8" 69.69 2-6" PSMH3 75.50 66.88 8" 67.03 2-6" PSMH4 75.10 68.02 8" 68.19 3 -6" PSMH5 177.25 66.00 8" WETWELL 1 76.70 69.04 8" 65.38 8' SANITARY SEWER PIPE TABLE RUN LENGTH SIZE SLOPE PSMtii-Exist. 300' 8" OA5% P H - Wetw 0.5% P9M114-PSMH3 228' 8" 6.5% PSMH3-PSMH5 175' 8" 0.5% PSM1I5- Wetwell 125' 181, 0.5% 84 84 82 82 80 80 78 78 76 76 74 74 72 72 70 70 68 68 66 66 64 64 62 62 DATUM ELEV DATUM ELEV 60.00 80.00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 DIEM MEN MAIN HIM FIE MEN MINE -ON '.I..lii'MINNIM MEN ir110lll110mm HIM MINE MEN FIE� m 1 ��', I MAIM HIM FIE - =m `' mmm MEN MIEVIM MEN FIEMIN EMONEEN FIE MIN MEN - • 10+00 10+50 11+00 11+50 84 82 80 78 76 74 72 70 68 66 64 62 DATUM ELE 60.00 a o x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS o Tel. 860.291 • 8755 Prepared for: SHEET n LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE Fax 860.291 8757 �� o PG�G�'�,L . m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE eSI I'1 � BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5-23-03 APPROVAL CONDITIONS KMI 40 0 20 40 80 g . . Podunk Ridge 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-7-03 TOWN COMMENTS CBS f e ' nal5 BY A LICENSED LAND SURVEYOR PRIOR TO IR �� �' '��■ o CONSTRUCTION. 2 3-6-03 TOWN COMMENTS MHA ( IN FEET) .' DESIGN: BEE DRAWN.• BEE CHECKED: GBS ]E ffinst®lmRoad civil engineers •planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2-13-03 GENERAL REVISIONS MHA 1 inch = 40 ft. landscape architects • gis gps JOB ND.: 1520 IDATE January 30, 2003 IMPRESSION SEAL AND ORIGINAL SIGNATURE 9 OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1520/1520-5.DWG Uo>luth Win&or9 tC®a>a� meek ut •�0' 0 1 `M\RNSFPN\NE\ •�PNPNpN ��.5MNROp�pRQFO���FC�ORgRO\p�NNE�•MSPSPoe4-1 R �PPSNSN �S1 p Q\Q�14�vOp\_�RSP�S ^0P'0P(OSPp�8N��E•P(RESjN0N� pSSOS \p0 N �5\N SEEP PRpE.\NEO 0E E p� .SEC pig\GNk CONC�,•P 1 OF pROp. CU.SOFF 3 � Nv ��•' / 2�* Rr✓P N�3 eM ®0 25 \Nv�S Du , 39.20 Zkg3 \N��2a Ni#5 STP 65.50 o N a v a 127'-18^ ADS ® 0,9% 0 55k 58" p0`' 9300 4% 2k50 % 2+00 �- 3+00 g 3+5 Nay / M ,5 k.l5 1+50 ,_fi INV F :68. 0 592 FF i ..E /x 11 Gp,R• 00 1 S S \ s00 O xs 0P� �PpSON P � � I ONE YlP'i (�•�- C) � PSMN P PRK �� 1q0 01� •�8 p0 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 o n u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD 4 5-23-03 APPROVAL CONDITIONS/STORM TO RIVER KMI BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-7-03 TOWN COMMENTS GBS BY A LICENSED LAND SURVEYOR PRIOR TO 2 1 3-6-03 TOWN COMMENTS MHA CONSTRUCTION. 1 2-13-03 GENERAL REVISIONS MHA 3, THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 'SAVER 0+ 20 76.20 67.35 LF 18" ADS 0.9% Q, GRAPHIC SCALE 40 0 20 40 6o ( INn') I inch = 40 ft. s: Tel. 860.291 • 8755 ® Fax 860.291.8757 ,flesign rofessionals, enc, civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 PLAN & F'��FILE DESIGN: BEE DRAWN.• BEE I CHECKED: GBS JOB ND.: 1520 1DA TE.• January JO, DRAWING NO.: 1520/1520-6.DWG Prepared for: Podunk Ridge Mingt®n Road South Wimd oor9 comeeficut SHEET 6, 0 Construction Sequence 1. Coordinate all work with Town of South Windsor staff. 2. Install tree protection for trees to be saved. 3. Install erosion control measures. Contact Town for inspection. 4. Locate all existing utilities and take necessary measures to insure adequate protection of existing utilities during construction. 5. Construct storm drainage system from outlet to first catch basin. 6. Throughout the construction process, topsoil berms are to be used for the control of storm -water runoff. These berms will be temporary in nature ,1 will need L., be tuabl:..I...J 1..:....J J J - J 1 and nlu IIGGu tv uc RtUU11311C,U, IIIa1111U 111GU, 111UYeU, UIIU ImIlovw at multiple locations throughout the site as construction conditions warrant. All location and construction of berms to be done in coordination with Town wetlands agent Town wetlands agent may require additional berms Contractor shall install additional berms as required by Town Wetlands Agent 7 Direct ail wlrfare nin aff fram diehirhal nruno in +I mnnrnnr +Iron • �,w n wnll,vl Vl� Qewu v basins and storm drainage system. 8. Clear and grub site roadway. Clear andgrub all areas to be constructed in first phase. 9. Strip topsoil from roadway areas. Pile topsoil down -slope of roadways and use as berms to control runoff. Grade to drain to temporary sediment basins. Coordinate work with Town wetlands agent 10. Cut and fill to bring roadways to final sub -grade elevation. 11. Install utilities and drainage system. 12. Install base and compact. 13. Loam and seed disturbed areas to grow as soon as practical during the construction process. 14. Begin construction of individual buildings. Work to proceed as follows: a) Strip topsoil stockpile in berms), aownsiope of disturbed area; use topsoil berm(s) to control runoff from building and parking areas; coordinate work with Town wetlands agent b) Grade areas, install fill as required, install foundation, and grade to driveway sub -grade. c1 Install utilities. d Loam and seed sideslopes and disturbed areas as soon as practical during the construction process. e Construct building. f Install pavement for driveways, concrete walks, etc. 15. All slopes and areas disturbed by construction shall be graded smooth and 4 inches of topsoil applied. The areas shall then be seeded or sodden, fertilized', mulched, watered, and maintained until hardy grass growth is established in all areas. All earthen areas will be grassed except as shown on the landscaping plan. 16. Reestablish all non -vegetated areas in accordance with Permanent Erosion Control requirements. 17, The first course of pavement to be installed as early as possible during the construction process. 18, Maintain all existing erosion controls throughout the construction process, and add additional measures as conditions warrant. 19. Install landscape plants. 20. Final cleaning of erosion and sedimentation controls and storm drain structures. 21. Remove tree protection and temporary erosion control measures. Maintenance and Operation: The following maintenance operations will be required to ensure the proper and efficient operation of the Storm Water System, and Water Quality Basins. The following maintenance schedule is intended to be a minimum guide, and additional inspections and maintenance measures may be required following large storm events that could cause the deposition of excess debris in the system. Pipe Outlet Locations : The pipe outlets and associated riprap shall be inspected annually and cleaned of silt and or debris. The riprap shall be re replenished as required. shaped and Catch Basins: The catch Basins shall be inspected annually. The sumps shall be cleaned when the depth of material within the sumps reaches 1'. Pavement Sweeping: The parking lots within each lot shall be swept at a minimum of once per year. In the spring shortly after the end of the snow season. Baysaver Structures: The Baysaver structures shall be inspected quarterly for the first year of operation after stabilization of the site to determine the required maintenance schedule. The Baysaver shall be cleaned when the sediment in either manhole reaches a depth of 2", The maintenance shall be done in accordance with the Baysaver recommendations as contained on the detail sheet. Grounds: The grounds shall be maintained in a neat and orderly condition. the lawn shall be cut as needed, trees and shrubs trimmed etc. grass clippings shall be left on the lawn, or if collected shall be disposed of off -site or in a suitable location on -site as approved by the town environmental planner. Branches and other debris shall be disposed of in a similar manner. No disposal of grass clippings, branches etc. shall be allowed on the slopes draining to the Podunk River. B �^-OUTLET PIPE AA / HDPE REDUCER/ADAPTER CONTAMINANT STORAGE MANHOLP (SEE DETAIL THIS SHEET) PRECAST CONCRETE STRUCTURE WITH OF THE MANHOLE WATERTIGHT JOINTS TO THE � --•HAYSAVER SEPARATOR UNIT A " A .. i. 30' NMANHOLE HEAVY DUTY MANHE • `•.:' RAME AND VENTED COVER FERNCO COUPLER WITH ANCHORED SECURELY IN PLACE RING SEE DETAIL THIS SHEET 30' HEAVY DUTY MANH13LE FRAME AND VENTED COVER ANCHORED SECURELY IN PLACE PIP£ X BAYSAVER, INC. - Ph: 301-829-6470 Fax:301-829-3747 1010 DEER HOLLOW DRIVE, MOUNT AIRY, MD 21771 THE BAYSAVER SEPARATION SYSTEM IS PROTECTED BY U.S. PATENT ##5746911 o u u 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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 2 3-6-03 TOWN COMMENTS MHA CONSTRUCTION. 1 02-13-03 GENERAL GBS \ 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. I DATE DESCRIPTION BY SEEDING SCHEDULE ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 POUNDS PER 1000 SO. FT. PERMANENT VEGETATION COVER SttuING DAlts: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED Al A RAlt OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE. TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 1007 APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PcR ACRC. CONSTRUCTION NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN GROUND 8. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. GENERAL NOTES: 1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) STANDARDS AND SPECIFICATIONS. 2. ALL PROPOSED CATCH BASINS ARE TO HAVE 4 FT. SUMPS. 3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP. 4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE DESIGN ENGINEER. 6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. 7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. 8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS 9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES,TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. 10. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED . 11. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2004 RESPONSIBLE PERSON(S) FOR IMPLEMENTA TION OF SEDIMENM TION AND EROSION CONTROL: SCOTT KELLY PRIMARY MANHOLE STORAGE MANHOLE SECTION AA NOTES: UNIT TO BE 5K. ELEVATION U NON -SHRINK INVERT AT PRIMARY MANHOLE SEE CAST IRON MANHOLE ADJUST TO GRADE WITH COURSES FRAME & COVER DETAIL OF CONC. BRICK OR CONC, GRADING RINGS (SEE NOTE 1> �//-- VARIES 6' TO 12' 4'- �. 3/ 4'-01 MANHOLE STEP TYR (SEE STANDARD DETAIL) SEE JOINT DETAIL (BELOW) 1',2',3', OR 4' RISER' - SECTION AS REQUIRED i� BITUMASTIC FOR DETAILS, SEE DAMP PROOFING ELASTOMERIC COUPLING ,,, <; <: Al -"u- M1114. AND FLEXIBLE �TO JOINT TO JOINT MANHOLE SLEEVE ic-- /4 PIPE LD, CLASS 'A' CONCRETE OR BRICK MASONRY - I 7�L-lw SELF-CLEANING INVERT 6' c/ I` 14 41-WV6Yi'El; -J CLASS 'A' CONCRETE 81 6' MIN. �-r -3/4' BROKEN TRAPROCK ELEVATION 2 DEGREES MAX. COLD APPLIED NOTES: BITUMINOUS 1. TOP STEP TO BE A MAXIMUM OF 12' ROUND RUBBER SEALER BELOW TOP OF MANHOLE FRAME & GASKET JOINT COVER ELEVATION, 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING SPIGOT & BELL REINF, ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE 'rn%./AI CAIt-TAIC-CM r'nn Annnn\,AI PRIOR Iuwly uvvlll�c1� rule F1rrICuv HL r'1L1K GASKET JOINT TO INSTALLATION. 3. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. REINFORCED PRECAST CONCRETE MANHOLE (SANITARY) not to scale EXISTING GRADE -k--, 4" STONE DUST 6' STONE DUST PATH NOTE: TO BE LOCATED IN THE FIELD TO MINIMIZE TREE REMOVAL. TOPSOIL ZEXISTING GRADE I 1' MIN. �--3' MIN.--, TEMPORARY EARTHEN BERM T) 1K-12" 3K & 5K-iW 1K- 3K• 5K- AC -,x 6' KLM 0 FERNCO FITTING DETAIL (NOT TO SCALE) ISTANCE Ad FERNCO NO. SHEAR RING 1K 710' 1055-66 SR-27 3K 10.60' 1056-1010 SR-39 SK 12.73' 1004-IMO SR-44 1'-66' .I'- 2' PPOKIT FI FW/ATIMI I I\WI\ I 1-L-1-♦/-\UNIT NOT TO SCALE 7 -•PRE CAST CONCRETE UNIT Y Aft, T FRAYF EI FVA 1 ii CONC. 6LOCK8 -11 BRICKS. 6' TO tY ALL MN IS 10 BE ;POINTED FLUSH & FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT; PRE CAST SUMP OR SLAB (OR EQUAL) 35D 6 Vr 3j4 NNNIE STONE NOTES: 1. MINIMUM COVER OVER I!T yr rim SHALL BE Z-0•, 2. WALL THICKNESS SHALL BE WHIIr,ICIYI IV MLLI HS 2U LVAVINU. 3. WALL THICKNESS FOR STRUCTURES OVER IV HIGH IS tY FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE SIULL LLLVIAA IIVIV TYPE 'C-L' CATCH BASIN not to seal e i Tel. 860.291 • 8755 ® Fax 860.291.8757 ig�TaL 3�ET I ,pesm ofessionels, inc, DESIGN.- SEE DRA W. civil engineers - planners surveyors BEE CHECKED. GBS • landscape architects • gis • gps JOB NO.: 1520 DATE January 30, 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1520 1520-7,DWG 1, SET POSTS AND ANGLE POSTS EXCAVATE A 6"x6" TRENCH 5• UPSLOPE FOR STABILITY POST UPSLOPE FROM POSTS. SILT AND SELF - FENCING T CLEANING. 95' {l, F 12" MIN. - 2. STAPLE THE SILT FENCING TO THE END OF THE POST FILTER 3. ATTACH FILTER FABRIC TO THE WOODEN POSTS AND EXTEND 4. BACKFILL THE TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL 0 M0, CONSTRUCTION OF SYNTHETIC FILTER BARRIER A CORRUGATED HDPE PIPE WATERTIGHT COUPLE.1 WATERTIGHT COUPLER CORRUGATIONS Prepared for: Podunk Ridge 1ERRIOnstom IRROa 1 South wilin&or, colianeaficut SHEET 1 / 0 s DEPTH 7 VARIES SE 0 INVERT E PROFILES PROPOSED GRADE PAVEMENT SECTION OR LANDSCAPING (SEE PLANS) I.D.+2' IN 1 ' MIN. 12' 12' V 0 0 0 0 0 -WARNING TAPE - MIN. 12' MAX. 24' ABOVE PIPE APPROVED BACKFILL PLACED AND COMPACTED IN 12' LAYERS (OR AS OTHERWISE APPROVED) NO STONE LARGER THAN 3' SAND BEDDING PLACED AND COMPACTED IN 6' LAYERS NO STONE LARGER THAN MATERIAL SHALL MEET D.O.T. M2.05 BEDDING ON SUITABLE NATIVE MATERIAL OR 3/4' CRUSHED STONE BEDDING MATERIAL IN ROCK EXCAVATION OR IN UNSUITABLE MATERIAL AS DIRECTED BY THE ENGINEER. MATERIAL SHALL MEET D.O.T. M.02.1 FOR 3/4' STONE. BACKFILL TO SPRINGLINE OF PIPE WITH 3/4' STONE WHEN USING POLYTHYLENE OR CPP PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE 46 LAN / STREETS / CROSS-COUNTRY PAVED AREAS TOPSOIL do SaD OR SEED 7 BASE AND PAVEMENT -""'-PER PAVEMENT DETAIL APPROVED GRANULAR NON - ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT (1) (MAX.) LIFTS. MIN. do . 0 :a Q `'. .- . 4 d 1T2' MIN. 6" MIN. S SECTION WATER MAIN TRENCH SECTION _ NOT TO SCALE D DETAIL 'A' N.T.S. DETAIL 'A' FOR USE WITH COR- C BARREL B RUGATED METAL PIPE 54" OR SLOPE LINE 1" MIN. LARGER. 0 1 L WALL (SEE NOTE 2) z N SECTION X-X END VIEW POURED CONCRETE CUTOFF WALL OR PRECAST CATCH BASIN SUMP, ANCHORED TO CULVERT END DIMENSIONS FOR REINFORCED CONCRETE CULVERT END FLARE REINFORCEMENT ONE LAYER ONLY IN CENTER OF WALL DIA. A B C D E F R, R2 MIN AREA OF LLO H MIN AREA OF N VERSE STEEL PERI Noor sTRANSVERSE . OT 18" 9" 2'-3" 3'-10" 6'-1" 3'-0. 2'-5" V-31/2" 1'-O" 0.060 0.060 21" 9" 2'-11" V-2" 6'-1" V-6" 2'-71/2• V-4" 1'-1" 0.066 0.066 24" 9 1/2" V-7 1/2" 2'-6" W-1 1/2' 4'-0" V-9 3/t6"1'-4 13/16" V-2" 0.72 0.072 30" i'-0' 4'-6" 1'-7 3/4" 6'-1 3/4 5'-0" 3'-1" 1'-6 1/2" t'-3" 0.084 0.084 36" 1'-3. V-3" 2'-10 3/4" W-1 3/4 W-O" '-11 11/15 2'-5/16" V-8" 0.096 0.096 4V 1'-9" 5'-3" V-11" Er 2" 6'-6" 4'-5 7/8" 2'-3 1 /2" i'-10' 0.108 0.108 48" 2'-0" 6'-0" 2'-2" W-2" 7'-0' 4'-61/2"2'-41/2" 1'-10" 0.120 0.120 54" 2'-3" 5'-5" 2'-11" 8'-4" 7'-6" V-5 1/2" 2'-9 1 8" 2'-0. 0.132 0.132 60" 2'-6" 5'-0. 3'-3" 8'-3" 8'-0. W-1/2" 3'-11/16" 2'-0" 0.144 0.144 12" 4" 2'-0- 4'-3/8" 6'-3/8" 2'-0" 1'-715/16 101/4" 9" 0.048 0.048 75" 6" 2'-3" 3'-10" 6'-1" 2'-6" 2'-5/16" 1'-1/2" 11" 0.054 0.054 PIPE DIAM. A B C D E F G H WT RIP -RAP IN TONS 15" 10' 7' 1-1/2' 1' 1' 4-1/2' 1-1/2' 3' 6 18" 12' 8' 2' 1' 1' 5' 2' 4' 8 21 13' 9' 2-1/2' 1-1/2' 1' 7' 2-1/2' 4-1/2' 12 24" 17' 10' 2-1/2' 1-1/2' 1' 8' 2-1/2' 5-1/2' 15 30" 20' 13' 3' 2' 2' 9' 3' 6' 22 36" 22' 16' 3-1/2' 2' 2' 9-1/2' 3-1/2' 7' 33 'D j x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY o o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE 0 o INFORMATION. ALL EXISTING UTILITIES SHOULD 0 o 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. ENERGY DISSIPATOR DETAIL nts REVISIONS .E.) 2 3-6-03 TOWN COMMENTS MHA 1 02-13-03 GENERAL GBS NO. DATE DESCRIPTION BY SAND (CT DOT M.03.02-2 FINE AGGREGATE) 8" DUCIILE IRON PIPE NOTE 1. The lower surface of the cover and the corresponding upper surface of the frame shall be machine finished to provide a smooth flat contact of fit, without any tendency for the cover to rock or rattle. STORM MANHOLE ALTERNATE o°°°o O Ojp 0 0 ° ❑ 00 00 o �t 0 °0°0� 23.875" Dia. 1" 1.25" 1.25" "0.38" 1.2 1.5" 0.75 0.875" -1 r 1.56" 1» 1.125°j 0.56" --� 0.56" L 3.6875" 1.5V --� �0.75" 1.94" 17" Dia. SECTION A -A CAST IRON COVER N.T.S. 2 - 1.5" Dia. 24.50" Dia. 0.75' Handling Holes 1.50" 2.125" 1.50" 8" ` 1 50" 21. 5" Dia. 0.75" 6" l 36" Dia. 48" Dia. SEC11ON B-B CAST IRON FRAME N.T.S. 12" Min. w z J 4'- 0" 61, w 6„ 1 /4" R � 1 /4" R I.._, 1 /2":1 > . 1 2. 7 M . •� �• .^QA :.D.DApp�pc WWF Relnforcrlent 4" TOPSOIL 4" TOPSOIL 8" Cone. Sidewalk 6" Compacted Processed Gravel over compacted base TYPICAL SIDEWALK SECTION CAD DRIVEWAYS 12' 3/8 11 6' PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05.01-1- 6' MIN. BANK RUN GRAVEL SUBBASE OVER PREPARED SUBGRADE (COMPACTED)_ MEET GRADATION OF M2.06 GRADING B 12' 1-1/2' BITUMINOUS CONCRETE CLASS 2 GRASS STRIP SURFACE COURSE (COMPACTED) AND RESERVED FOR 1-1/2' BITUMINOUS CONCRETE CLASS 1 HYDRANTS, BINDER COURSE (COMPACTED) POLES, ETC. FOR LOCAL ROADS IF PAVING IS DONE AFTER OCT 15 OR BEFORE APRIL 15 2' OF BINDER COURSE SHALL BE PLACED, TYPICAL ROADWAY SECTION REVISED: NOT TO SCALE 0.75" r. TYPICAL STAPLES N0, 8 Gauge Wire a 1 2" _ 7; 1 1 2" curb i parking lot SURFACE COURSE GRAPHIC SCALE 0 ( IN FEET ) 1 inch Bury top end of the blanket or anchor per Manufacturers requirements. Overlap blanket strips. / Install staples or other anchoring devices per manufacturers requlreroents. Install staples or other anchoring devices along outside edge per manufacturers requirements. Reverse bench (where required) X/Install blanket In good contact with ground. Instalt on all slopes 3d or greater or, as shown on plan. toe of slope TYPICAL CROSS-SECTION OF SIDESLOPE WITH EROSION CONTROL BLANKET STEEL 45 DEGREE NOT TO SCALE. GRADE PVC. REDUCER SIZED FOR FORCE MAIN PVC SOLVENT WELD JOINTS FORCE MAIN FROM SEWAGE EJECTOR PUMP CFF' T_y �_3/4" BROKEN TRAPROCK UNDER BEND NOT TO SCALE FORCE AGAIN CONNECTION w z _J CO 1 /2": 1' 1. CURBING MATERIAL TO BE CONN DOT CLASS 3 BITUMINOUS CONCRETE. 2. CURBING TO BE LAID ON TOP OF BINDER COURSE. NOT 'TO SCALE WRAP GRATE WITH FILTER FABRIC-7 ICB' TEMP. SEDIMENT BASIN DETAIL SEDIMENT BASIN ADJACENT TO CATCH BASIN OF EXCAVATED TRENCH PROFILE VIEW NOTES: NATURAL CLAY 1. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON BOTH SIDES OF TRENCH. 2. WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND TO THE TOP OF ROCK. NATURAL CLAY DRAINAGE STOPS NOT TO SCALE 4'- 0" R 1/4": 1' �Q �aaaaaa �aa°a.,°.°aay.".•u qa aaa' 4<as�< a a< a a 4" TOPSOIL 5" CONC. SIDEWALK 8" PROCESSED STONE TYPICAL SIDEWALK SECTION s Tel. 860.291 " 8755 ® Fax 860.291 • 8757 esign , ©E`�aoL� �E`� rof ess io nels, inc. DESIGN: BEE DRAWN.• BEE CHECKED: GBS civil engineers • planners surveyors I landscape architects gis • gps JOB NO.: 1520 DATE January JO, 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1520/1520--8.DWG 12" Min. 4" TOPSOIL Prepared for: Podunk Village IElfion vtolm Road South WiM&Dm9 c�®�>Ia�s>ti�ua>r 0 WET WELL VALVE CHAMBER WET WELL VALVE CHAMBER PUMP STATION PLANS NOT TO SCALE I THIS DRAWING AS WELL AS ALL INFORMATION CONTAINED ON THIS DRAWING IS THE PROPERTY OF F. J. SMITH EQUIPMENT CO. AND IS THE SUBJECT OF PATENT APPLICATION, DISCLOSURES, OR PRIVILEGES. THIS DRAWING IS LOANED OR GIVEN OUT WITH THE EXPRESS UNDERSTANDING THAT IT WALL NOT BE COPIED, REPRODUCED, OR OTHERWISE USED IN WHOLE OR IN PART TO MAKE PARTS OF ASSEMBLIES WITHOUT EXPRESS WRITTEN PERMISSION FROM F. J. SMITH EQUIPMENT CO. IT IS NOT TO BE USED IN ANY MANNER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO F. J. SMITH EQUIPMENT CO. ACCEPTANCE OF DRAWING WILL BE CONSTRUED AS AN AGREEMENT TO THE ABOVE. FILENAME: jobs: \1280\1280SP\1280_16a.dwg Z{x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-29-03 GENERAL NOTES MHA BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 4-28-03 GENERAL GBS FN 02-13-03 GENERAL Gas 3. THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. O. DATE DESCRIPTION By 2 3 4 10 TOP OF SLAB v O TOP OF SLAB ELEVATION 'B' ELEV. 'W J__ i• Tom\ 5 71 e' 2 � J 26 6 o 6 '. 25 E RECOMMENDED DISTANCE 24 n 20 �v g '34 11 12 32 .� 17 18 19 VALVE CHAMBER .a •a 31 a :a HIGH LPL ALARM EL EV: 'O' LAG PUMP ON ELEV: '0' LEAD PUMP ON E1 EV: 'N' • 4 PUMPS OFF Ftl: 'M' a 27 e •• s LOW LEVEL A ARM EI FV: ' ., 28 BOTTOM SLAB ELEVATION C . a WET WELL. Vol FORCEMAIN FLOOR ELEV. "E" NOTES: 1. PIPE SUPPORTS SHALL BE FURNISHED AND INSTALLED AS NECESSARY. 2. STEEL REINFORCEMENT LOCATION AND SIZES BY OTHERS. 3. ALL MECHANICAL FASTENERS 304 S.S. 4. STRUCTURE EXTERIORS TO BE DAMPPROOF COATED. 5. ALL PIPE AND FITTINGS SHALL BE COATED WITH A TAR BASED EPDXY PAINT. D BILL OF MATERIAL_ 1 PRECAST CONCRETE STRUCTURE 21 GRAVITY SEWER INLET (5') 2 ALUMINUM ACCESS HATCH (30"x48") 22 4"0 FORCE MAIN 3 4"0 STEEL VENT W/SCREEN 23 2" DRESSER TYPE COUPLING (2) 4 JUNCTION BOX 24 4" DRESSER TYPE COUPLING (4) / 5 EYA ELECTRICAL FITTING 25 1/4" S.S. LIFTING CHAIN 6 2" GALVANIZED RIGID CONDUIT 26 STAINLESS STEEL GUIDE RAILS SCH 40 7 4"0 FL. D.I.P. 27 PUMP BASE 8 2"0 P.V.C. DRAIN PIPE SCH 40 28 SUBMERSIBLE SEWAGE PUMP 9 PRECAST CONCRETE STRUCTURE 29 SLIDE RAIL ASSEMBLY (2) 10 ALUMINUM ACCESS HATCH 30"0..)30 CONCRETE FILLET 30 x331 FLOAT SWITCHES 11 4"0 LEVER & WEIGHT CHECK VALVE (2) 32 PIPING SUPPORTS(6) 12 4"O GATE VALVE 33 MANHOLE STEP 13 4"0 TEE 34 12"0 SUMP 14 LINKSEAL 35 GRAVEL BASE BY OTHERS 15 4"0 90 ELBOW (4) 16 NOT USED 17 2"0 PVC 90 ELBOW 18 2"0 FLOATING BALL CHECK VALVE a 19 2"0 PVC 90 TRAP 20 FLEXIBLE BOOT PUMP STATION ELEVATIONS NOT TO SCALE NOTES: 1. GENERATOR AND. CONTROLS TO BE LOCATED WITHIN COMMUNITY BUILDING FINAL LAYOUT PER TOWN STAFF APPROVAL. 2. PUMP STATION TO BE PRIVATELY MAINTAINED. MAINTENANCE CONTRACT TO BE MAINTAINED WITH QUALIFIED FIRM FOR PUMP STATION MAINTENANCE. EMERGENCY ALARMS TO BE MONITORED BY PRIVATE MAINTENANCE CO. VIA MODEM. P U Manufacturer MYERS M P Model No. 4R2OM6-21 D A T A HP VOLT Phase Hertz RPM GPM TDH 2.0 230VAC SINGLE 60 - — 20 Tel. 860.291.8755 Fax 860.291.8757 DRAWINGS esign Dorofesslonel% inc. NOT TO SCALE ;; civil engineers g planners •surveyors landscape architects • gis • gps 165, South Satellite Road, South Windsor, Connecticut 06074 Key Elevation D e s c r i p t i o n A 77.00 Finish Grade B 77.00 Wet Well Top Slab Elevation C 61.00 Wet Well Bottom Slab Elevation D 77.00 Valve Chamber Top Slab Elevation E 71.00 Valve Chamber Bottom Slab Elev. F 72.50 Forcemain Centerline Elevation G 65.38 Gravity Sewer Invert Elevation H 69.04 Gravity Sewer Invert Elevation L 1 62.00 Low Level Alarm M 62.50 Pumps Off N 64.50 Lead Pump On 0 65.00 Lag Pump On P 65.40 High Level Alarm Key Dimension D e s c r i p t ion S 60 Wet Well Inside Diameter T 48 Wet Well Hatch Length U 30 Wet Well Hatch Width V 72 Valve Chamber Inside Length W 72 Valve Chamber Inside Width X 24 Valve Chamber Hatch Length Y 24 Valve Chamber Hatch Width AA 16 —0 Wet Well Height B — C BB 7 —0 Valve Chamber Height D — E CC DD PUMP STATION PLAN DESIGN: BEE I DRAWN.- BEE � GB CHECKED: GBS JoB No.: 1520 IDATE January JO, Z' DRAWNG NO.: JOBS 1152011520-10. DWG Q 0 U W J w w Li 0 w J O U w w 2 Z 0 F- in 5; Q o w X tY w I- w Q 0 w s� Ln t00 N _ LC) U � O X N O -c3 N 00 N co co DO N ZT� W ,n VJ _J Q I- I- W 0 n 0 Y) o Z 0 Z U I Z W V) D0 Z0 F Z 00 Q it Q D 0 ZI 0 Z 000 w < Z wI �U �W � w W V) 3� Q 0 PROJECT NUMBER FJS PP P I PREPARED FOR: Podunk Ridge ]ER 110 nston Road South Windsor, tCo>zs ecdcuut SHEET eJ / Ell ant1 1,0. No. 343 A 8.°°° y N/F / \l /.17 � C h'OA l�2 I EN ERr / ? 4, 7R=Nt cln,�is �../'� o°°, DAVID E. of R� To & ALLISON / / X 38.82 -� ���� BOBROWSKI l 38.32 ROBERT \N o W. p5 p I_40 X 39.7'SKINNER CV '� / S 6 1 " '� '- ' ` , ' \ • i 't t' 'l t t t , ' 82 0�20' 'Kr ,` l S' 14_ l N/F / / ' -'' / , / - ` , t�' ' 3S'e SNET l 1 I SUSAN G. KING / •/ /,' ` t tt r r UFFFR No. 42\ ANDRE CHARBONNEAU - TREE / / / TREE ,' - X 39.39 / ,' / , t , t ' 'G., SEEDING MIXTURE-TME U IMDlPEg) _ .-._- % t ' r _ - ,l r 1 r ,� I , / - - - - _ OROVIAE' AF_T'-SC EN1�If QNMENTAI EO-MIXTURE OR l - _ _ _ _ _ ' r r , o , -- _ -- 5-=___ - -- EQUAL --__- - -- - - ,'',�t,---___- r / r a MAILBOX - , ,52- _ _ - . ' �'ACLr FESCUE - @F � [)tWE - GRAM - / ------ ---- --- ------ - - - - -- =--' ----_� 24•�E _ ,56 _----v__ --- JCEIV'LUCKY`BLUE:GRASS-2OX-OF,W)MRC' - -- - -- ------__-5° ,5a-_- ----- --- --' AtSIKE CLi)VE�3-- -5 dF M�E� EXISTING TREEUNE _ -rREe-- - — - ', REDTOP _ -,- ��y -OFt M R �, - - - - - - - - - - ' - - - - - ,,. -. �- ` ` _ - - ,' / .-6 L� _ - _ - _ _ _ - _ ... - - / 'Jl �� -`' - ` _ _ , /' / ' / ,' �/ 1 SNET �� -- --- '� `- ----- - ''--------- -- �ING;RATF,--4:50- BS./1000 S.F. - .���`-__ N6�"L6 P C. I'RaI5OSED C9NSERVAT-low - - _ _ \ ` -36" TREE / / 36" BEECFj - - - - - - - - - - - - - - - i - - - - - - - - - _ _ _ _ _ — `-EASEMENTj .EAV9ft�F - -_ -' ' , 7s , _ a 1 N/F GALAISE, ROBERT B _ _ -__ Town-�S_. S `,------------ ' '` - —`- '- _� Ns9.34.44•E ---76-- r1 ' & JUDITH A. _ _ _ 24" TREE ' t \ , _ _ 159.12' r - - 300f S.F.INFILTRATION AREA �• ' / '/ ~'---`---- -- ------- r ��� � \\ --- —60— - � ' AREA=546, =12.5t AC. ' l TREE` 36" TREE \ UNIT TYPE ' t / EX. C-C, , ,` ,' l /' / �p0 , �, g - - -- _ - _ _ ` r1 L...� �' '\ T.F.=78.98 70--.. 1 36" ITREE \ J y UNIT TYPE'C' \' / ( / UNIT 'HYPE 'C' \ N/F JOHNSON, JULIA RACKAUSKI UNIT TYPE 73 7� ' � F,F AN �g DI UNIT' 'HYPE \ /�1• >! B 77 ' —CF , rl INFICTRA710N AREA \ , - r , ll © EX. CL-CB 1—CF T.F.=79.88 ' ' IFP 1 /� 1 , UNIT TYPE r ` - - - - / it r , / , r , , // _ ry AR UNIT TYPE 'C' NI @ r UNIT TYPE `. UNIT TYP A 3-RCP 79- 76 _ 'B' UNIT TYPE �`° 3—JC ox1—CC /i MAILBOX ,' i r' 7j' c� i( ,r r' ' ,, - - o+ ' - _ - - - - - - - _ , 7 w •B• AR / a PA t b , �, r r, r - ----- — �� AR UNIT TYPE !�(n ' FP 77 4 -77- _ _ 1— `` 'q' 4,� N/F FRIEND, M TIMOTHY ,err �r ----- --77` -- __ \ 'r r''r\" SNET#2339 ,'; , ,' r + ' NIT TYPE s ` . AR _ 76CO DSCAPE ELEVATION 1 JH /,' _.5' BERM AT BUILDING WALL PG 00 , FP �� 7 t t // sr. .� o R INK \, `� _ - - - UNIT . • t o ceox #BO FP / Er #233s AMC LIGHT UNIT TYPE i LrY _r_r_p 5—P v\ 4 -ram_ - ' ! \t ', 1 ` ,t J A qR\",, �(/ %' / �� IrT.F.=79.39 UyIT 'TYPE �� i / / NOTE: PROPOSED TREES WITHIN 25' LANDSCAPE BUFFER LINDA V. CLOUTIER 2-PA _ 'A'\, UNIT TYPE ,' / SHALL BE COORDINATED WITH EXISTING TREES AND PROPOSED LANDSCAPE LEGEND STREET TREE/SHADE TREE ORNAMENTAL TREE EVERGREEN TREE SHRUBS LANDSCAPE.,,/ 1 L01 / ELEVATION PLEASANT VIEW NO.2 N/F JACQUELINE KING EXISTING TREE LINE LOT 8 PLEASANT VIEW \ N/F LUCY M. CHARPENTIER F UNIT TYPE �, TYPE SHRUBS AT TIME OF PLANTING. PLEASANT VIEW N/F STEPHEN G. & PnCZFANNI G VJII MY LIGHTING KEY: N 0 TE_* STREET LIGHTS 1. SEE SHEET L— 2 FOR THE LANDSCAPE SCHEDULE AND DETAILS. 2. SEE SHEET L— 2 FOR THE FOUNDATION PLANTING PLANTS FOR RESIDENTIAL UNITS. UNIT TYPE #AO w UNIT'FY,PE '�2' - ` - , - - II O—PS P 61—G _ 2 1—PG �. �'• F �....., 5—PS '� \ • EXISTING TREEUNE ` z \ _____._a -PA N/F t JOSEPH P. & EVERGREENS _ nnf n=c n i cunt LOT 10 `� `� INItK;WtK*W VVIIMIN VVL.V(\G..7 W. I_.�Tr10 PLEASANT VIEW 2—PG BUFFER AREA N/F .IIAMFS N, H ALPI N LOT 11 .� PLEASANT VIEW N/F RVVCV E. IVIWF4 I M'4 / %CC I DON I e3c DAERSON, ROGER H - " 1—CF T / / CF g� S4ET j2337 � I PS p �9- p _AG AI M/LB l b OX / I N/F MICHAUD, MICHELE SIMEONE I^ SNET #2336 eC.) EXIsr 7t� Maceox 4 I � Ex. C-Ca / T.F.=80.43 0% A ' OX N/F DUMOUCHEL, ROBERT G z- x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS e Tel. 860.291 • 8755 PREPARED FOR SHEET z II It LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ® Fax 860.291 • 8757 m INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE esign PL ANTONG PLAN Podunk Ridge BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 04-07-03 PER TOWN COMMENTS RLB 40 p 20 40 80 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 03-06-03 PER TOWN COMMENTS RL8 Urlofessionals,���BY A LICENSED LAND SURVEYOR PRIOR TO ■ Ll o }� CONSTRUCTION. 2 2-20-03 LIGHT POLES GBS ( IN FEET ) DESIGN.• RLB�DRAWRLB CHECKED: RLBIGBS 1�i��b1�i��®1� 1N ®�1 � civil engineers •planners •surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 02-13-03 GENERAL GBS 1 inch = 40 ft. landscape architects • is s ✓OB NO.: 1520 DATE: 9112102 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD L. BOSTON P g gp South Wilco&or, co=e�6��cut OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568 165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: 1520/1520—L1.DWG ,/ NOTE: ADJUST TREE LOCATION TO MAXIMIZE SH FOR PATIO OF INDIVIDUAL UNIT 2-RCP PLANTING BED NO.3 [105 SQ. FT.] 2-IV PERENNIAL/ANNUAL FLOWER BED. PLANTINGS BY OWNER. 1-RCW 1-CF 3- UNIT TYPE PLANTING QUANTITIES QUANTITY PLANT TYPE TREE 1 FP 1 CF 1 CC 1 PA SHRUB 2 BG 8 CA 4 CO 3 IC 2 IV 2 RCP 1 RCW 2- B G._/ 2-CO- PLANTING BED NO.2_ [190 SQ. FT.] LANDSCAPE PLANTING SCHEDULE FOUNDATION PLANTING FOR UNIT TYPE 'A' SCALE 1 =10 -0 NOTE: 1. SHRUB LOCATIONS MAY VARY SLIGHTLY WITH FINAL PLACEMENT OF UNIT ON PROPERTY. 2. ADJUST SHRUBS AS REQUIRED FOR UTILITIES AND WHEN UNIT IS REVERSED ON PLAN. 3. SEE ARCHITECTURAL DRAWINGS FOR FINAL CONFIGURATION OF SIDEWALK TO FRONT ENTRANCE. ADJUST LANDSCAPE ACCORDINGLY. 4. ADJUST THE SHAPE OF TREES AS REQUIRED TO MAXIMIZE FUTURE SHADE ON PATIO. PERENNIAL/ANNUAL FLOWER BED.PLANTIN BY OWNER. PLANTING BED NO.1 [239 SO. FT.] UNIT TYPE PLANT NnTF- ADJUST TRFF LOCATION TO MAXIMIZE SHADE FOUNDATION PLANTING FOR UNIT TYPE 'B' SCALE 1 "=10'-O" NOTE: 1. SHRUB LOCATIONS MAY VARY SLIGHTLY WITH FINAL PLACEMENT OF UNIT ON PROPERTY. 2. ADJUST SHRUBS AS REQUIRED FOR UTILITIES AND WHEN UNIT IS REVERSED ON PLAN. 3. SEE ARCHITECTURAL DRAWINGS FOR FINAL CONFIGURATION OF SIDEWALK TO FRONT ENTRANCE. ADJUST LANDSCAPE ACCORDINGLY. 4. ADJUST THE SHAPE OF TREES AS REQUIRED TO MAXIMIZE FUTURE SHADE ON PATIO. UUAIN 11 1 Y KEY SLIEN I IF IU INAME �,UMMUIN NAME 51LE I YNE KEMARKS: HLIUH I A I MA I UKI I Y TREES: 23 AR ACER RUBRUM 'OCTOBER GLORY' 'OCTOBER GLORY' RED MAPLE 2"-2 1/2'CAL. B&B PLACE AS SHOWN 40' AG AMALANCHIER X GRANDIFOLIA 'AUTUMN BRILLANCE' SERVICEBERRY 1"-1 1/2'CAL. B&B TREE FORM 15'-20' �177 BP BETULA PLATYPHYLLA JAPONICA WHITESPIRE BIRCH 1 1/2"-2"CAL. B&B 8' HT./CLUMP FORM 25'-30' 22 CC CERCIS CANADENSIS EASTERN REDBUD 1 1 /2"-2"CAL. B&B TREE FORM 20'-25' 20 CF CORNUS FLORIDA PINK FLOWERING DOGWOOD 1"-1 1 /2"CAL. CONT. TREE FORM 20'-25' 27 FP FRAXINUS PENNSYLVANIA 'PATMORE' PATMORE GREEN ASH 1 1 /2"-2"CAL. B&B PLACE AS SHOWN 40' 34 PA PICEA ABIES NORWAY SPRUCE 5'-6' HT B&B PLACE AS SHOWN 40'-50' 13 PG PICEA GLAUCA WHITE SPRUCE 5'-6'HT B&B PLACE AS SHOWN 40'-50' 53 PS PINUS STROBUS EASTERN WHITE PINE 5'-6' HT B&B PLACE AS SHOWN 60' SHRUBS 57 BG BUXUS 'GREEN GEM' GREEN GEM BOXWOOD 15"-18" HT CONT 3' O.C. 2-3' 38 CO CHAMAECYPARIS OBTUSA 'AUREA' GOLDEN HINOKI FALSE CYPRESS 18"-24"SPRD CONT. 4' O.C. 3' 60 CA CLETHRA ALNIFOLIA 'ROSEA' PINK SUMMER SWEET 12"-18"HT CONT. 5' O.C. 5'-6' 16 CE CORNUS 'ARGUENTEO-MARGINATA' CREAM -EDGE TARTARIAN DOGWOOD 24"-36"HT CONT. 6' O.C. 6' 45 FX FORSYTHIA X INTERMEDIA 'ARNOLD'S DWARF' FORSYTHIA 24"-36"HT CONT. 4' O.C. 4' 95 IC ILEX CRENATA 'GREEN LUSTER' GREEN LUSTER JAPANESE HOLLY 18"-24"HT CONT. 3' O.C. 3' 29 IV ILEX VERTICULLATA X SERRATA SPARKLEBERRY WINTERBERRY 18"-24"HT CONT, 4' O.C. 3'-4' 25 JC JUNIPEROUS CONFERTA BLUE PACIFIC JUNIPER 18"-24"SPRD CONT. 5' O.C. 2' 64 JH JUNIPEROUS HORIZONTALIS, VAR PRINCE OF WALES JUIPER 18"-24"SPR CONT 5' O.C. 12" 25 RCP RHODODENRON CATAWBIENSE, VAR. I PINK HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. 6' 14 IRCW RHODODENDRON CATAWBIENSE, VAR WHITE HYBRID RHODODENRON 24"-30"HT B&B 6' O.C. 6' GROUND COVER: LAWN OR BARK MULCH/FLOWER BEDS TO BE PROVIDED I I f- 000 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS 0 o 0 o INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 04-07-03 PER TOWN COMMENTS RLB 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. L BOSTON UCENSED LANDSCAPE ARCHITECT 2 03-06-03 PER TOWN COMMENTS RLB 1 02-13-03 GENERAL GBS JRICHARD NO. DATE DESCRIPTION BY CONNECTICUT UCENSE NO. 568 LANDSCAPE NOTES: PROPOSED LANDSCAPE LEGS STREET TREE/SHADE TREE ORNAMENTAL TREE EVERGREEN _TREE seeuBs PLANTING BE [366 SO. FT. -CF 1- 1- 1- 3 BED NO.1 FT.] NOTE: ADJUST TREE LOCATION TO MAXIMIZE SHADE FOR PATIO OF INDIVIDUAL UNIT UNIT TYPE PLANTING QUANTITIES QUANTITY PLANT TYPE TREE 1 BP 1 AR 1 CC 1 PA SHRUB 6 JH 2 CE 7 IC 2 CA 1 CO 2 IV FOUNDATION PLANTING FOR UNIT TYPE 'C' SCALE 1"=10'-O" NOTE: 1. SHRUB LOCATIONS MAY VARY SLIGHTLY WITH FINAL PLACEMENT OF UNIT ON PROPERTY. 2. ADJUST SHRUBS AS REQUIRED FOR UTILITIES AND WHEN UNIT IS REVERSED ON PLAN. 3. SEE ARCHITECTURAL DRAWINGS FOR FINAL CONFIGURATION OF SIDEWALK TO FRONT ENTRANCE. ADJUST LANDSCAPE ACCORDINGLY. 4. ADJUST THE SHAPE OF TREES AS REQUIRED TO MAXIMIZE FUTURE SHADE ON PATIO. //�•-�\\ PROPOSED LANDSCAPE LEGEND i 4 STREET TREE/%&U TREE BEE EE WING BED NO.1 SQ. FT.] 1-PA 1. FOR LANDSCAPING OF INDIVIDUAL HOUSING UNITS, SEE TYPICAL FOUNDATION PLANTING PLANS ON SHEET L2. 2. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PFRIMFTFR OF (MICTRI I(`TI(lN I IAAIT LAC RFOI IIRFn RY C)WWFR'-, RFPRFCFNITOTI\/F 3. DEBRIS AND DEAD, UNHEALTHY OR POORLY SHAPED EXISTING TREES SHALL BE REMOVED FROM RESIDENTIAL AREAS AND BUFFERING. 4. ALL AREAS DESIGNATED TO BE SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AND MULCH. WATER AND MAINTAIN LAWN AREAS UNTIL ALL AREAS ARE STABILZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. 5. LAWN GRASS SEED MIXTURE: A. SEEDING MIXTURE TYPE 1 (LAWN AREAS): BLUEGRASS BLEND (3 VARIETIES) 50 % OF MIXTURE CHEWINGS RED FESCUE 30 % OF MIXTURE PERENNIAL RYEGRASS 20 % OF MIXTURE APPLICATION RATE: 4.50LBS. PER 1000S.F. 6. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI, Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION. 7. PLANTING SEASONS. SPRING- MARCH 15 TO JUNE 10 FALL- SEPTEMBER 15 TO NOVEMBER 15 8. PLANTING SEASON VARIENCE: IF SPECIIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIENCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR PLANTING GUARANTEE PERIOD. 9. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER. u. PROVIDE A IViii�IIV1UIVl OF I L" OF PLAN I IIVG SOIL MIX I URt IN ALL t PLANTING BEDS. 11. 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 AE30VE TO ACHIEVE THE FOLLOWING GRADATION RANGE: A. GRAVEL -LESS THAN 10% B. COARSE/MEDIAN SAND- 55%-65% ClNlfl Tn \/C'DV CINIC C AAIr\ 9 �Pr Zr-e1 I IINL1 1 V VCR I I ZINC JMINU- I ..J/0-JJ/0 D. SILT- 10%-20% E. CLAY- 15%-20% 12. 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. Tol. 860.291 . 8755 ® � Fax 860.291.8757 es'gn Crofessionals, inc. ® civil engineers • planners surveyors ■ landscape architects • gis • gps 165 'South Satellite Road, South Windsor, Connecticut 06074 'PLANTI!NG DETAILS NOTE: 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. REINFORCED RUBBER HOSE AT FIRST BRANCHING #12 W7RE - NEW GALVANIZED ANNEALED CREPE PAPER TREE WRAP TO SECOND BRANCHING FLAG 2'x2"x8'-0' TREATED STAKE FOR TREES LESS THAN 3' CAL. 2 OPPOSITE 3' SHREDDED BARK MULCH (NO MULCH WITHIN 3- OF TREE) TURNBUCKLES - 1 EACH STAY WARE FOR TREES 3' CAL. AND OVER REMOVE BURLAP AND TIES FROM TOP 1/3 OF BALL 3 2'x2'x30"WOOD STAKES FLUSH WITH GRADE FOR TREES 3' CAL. AND LARGER �►SAUCER MULCH REMOVE BURLAP AND TIES FROM TOP 1/3 BALL ♦ �- J��i.'/! i�rililll�r`�/ti�Illl�O GROUND. BEDS ij PLAN71NG SOIL MIXTURE (TYP.) i,\1BA TER PLANTING NOT TO SCALE DESIGN.• RLB DRAWN. • RLB CHECKED.• RLB JOB NO.: 1520 1 DA TE.• 1ANUAR Y 2003 DRAWING NO.: J085/1520/1520-L2. DWG PREPARED FOR: Podunk Ridge 1ERfington Road SD-175 WAV POST TOP LUMINAIRES LANDSCAPE LIGHTING NOT TO SCALE STREET LIGHTING NOTES: 1. SALEM LUMINAIRE, MODEL TRCR, BY GE LIGHTING SYSTEMS, INC. FIXTURE TRADITIONAL FIXTURE W/ OPTIC CUT-OFFS. COLOR: DARK BRONZE 2. LIGHT SOURCE: METAL HALIDE, 120V, 100 W. AVERAGED MAINTAINED LIGHT LEVEL IS 0.51 FC. 3. TYPICAL SPACING, 120 FEET. SEE LANDSCAPE PLAN FOR STREET LIGHT FIXTURE LOCATIONS. z cx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS o �1 11 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 1 03-06-03 PER TOWN COMMENTS RLB IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIP71ON BY LANDSCAPE ELEVATION NO.2 AT MATURITY NOT TO SCALE LANDSCAPE NOT TO SCALE ELEVATION LANDSCAPE ELEVATION NOT TO SCALE RICHARD L. BOSTON LICENSED LANDSCAPE ARCHITECT NO.2 AT FIVE YEARS, NO-1 AT MATURITY CONNECTICUT LICENSE NO. 568 GRAPHIC SCALE 10 0 5 10 20 IN FM 1 inch = 10 ft. Tel. 860.291 • 8755 ® � Fax 860.291.8757 esign Jfrofessionals,, 'n'e, civil engineers • planners surve-Varrs i landscape architects • gis gps 165 South Satellite Road, South Windsor, Connecticut 06074 LANDSCAPE ELEVATIONS I DESIGN. RLB I DRAWN.• RLB I CHECKED: KM!/RLBI JOB NO.: 1520 1 DATE.• JANUARY 200J I DRAWING NO.: JOBS/1520/1520—L3.DWG PREPARED FOR Podunk Ridge Effnnston Road GOUTH WUMSOR CO MCTICUT SHEET L3 I NOTE 2 NOTE 1 LANDSCAPE LIGHTING NOT TO SCALE STREET LIGHTING NOTES: 1. SALEM LUMINAIRE, MODEL TRCR, BY GE LIGHTING SYSTEMS, INC. FIXTURE TRADITIONAL FIXTURE W/ OPTIC CUT—OFFS. COLOR: DARK BRONZE 2. LIGHT SOURCE: METAL HALIDE, 120V, 100 W. AVERAGED MAINTAINED LIGHT LEVEL IS 0.51 FC. 3. TYPICAL SPACING, 120 FEET. SEE LANDSCAPE PLAN FOR STREET LIGHT FIXTURE LOCATIONS. C .r o u 1 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY zz LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m 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. LANDSCAPE ELEVATION NO-2 AT MATURITY NOT TO SCALE LANDSCAPE ELE NOT TO SCALE LANDSCAPE ELEVATION NOT TO SCALE NO-1 AT MATURITY REVISIONS b3 _ GRAPHIC SCALE 10 0 5 10 20 ) 1 03-06-03 PER TOWN COMMENTS RLB RICHARD L. BOSTON IN FEET 1 inch = 10 ft, NO. DATE DESCRIPTION BY LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE N0. 568 I Tel. 860. 291.8755 IN Fax 860.291.8757 SJesign rofessionals, inc. civil engineers • planners surveyors landscape architects • gis • gps 165 South Satellite Road, South Windsor, Connecticut 06074 r menus LAN©SCAPE ELEVATIOO NSA DESIGN. RLB I DRAWN.• RLB I CHECKED. • WIRLB J019 NO.: 1520 1 DATE JANUARY 2003 PREPARED FOR Podunk Ridge Effiongton Road SOUTH[ W1INDSOR ICON NIEC'I[ECUT SHEET L3 DRAWING NO.: JOB.Sf1520/1520—L3.DWG Front Rear I.J_J$It, Left x ❑ F-irst - 1 9 810 5f ❑❑ kale 1 /4 1 foot Not s t General 5 edlfleatons If any errors and or emissions are encountered on these drawings contact the Architect's office for clarification and intent before any bidding and or cnnefniMinr ie norFnrmuA Do not scale the drawings. Calculate all dimensions and measure for layout of work. 1 00 ACChitoct, AIA Visit our web site at www.dennisdavey.com Denniti Davey, Inc. Click on a detail 387 Me rrow Road Tolland. CT 06084 860-87 5- 1426 Fax 860-570-1072 ❑M ct Proje OO Rodunk R dcje - 3enior Residential Development Ellington 1;oad South Wir, dsor, CT 06074 ❑U Owner 1] R5K Kellc ;,, Inc. 1744 Ellir gqttoon Road South Win Igor, CT 06074 RI Builder R5K Kellc<>, Inc. 1744 Ella gton Road South Wm Aaor. CT 06074 Title Plans Protect Nmbr: 02-09-04 _9r_nl&_t Ar, nn --.-r3 Front Rear l Rlght il M 14 GGO 5TF @ Neti;5 General5pedificaton If any erro's and or omissions are encountered on these draw ngs contact the Architect's office for clarification and intent before any bidding and or constructioi i is performed. Do not sccle the drawings. Calculate all dimensions and measure for loyout of work. Q19Ar�;�lte, AIA Visit our web site at vrww.dennisdavey.com EJO Denn►5 Davey, Inc. Click on a detail 387 Merrow Road Tolhind, CT 00054 8GO-875-142G Fax 860-870-1072 pW Project C� Podunk Pjdge - 5emor ResWenbal Development EII►ngg;on Road 5out1 j Windsor, CT 0GO74 Hil Owner ElRSK ;Cellco, Inc. 1744 ffllinqton Road 5outl i Wmcf5cr, CT 0G074 HU Build ,r 171 R5K aaellco. Inc. 1744 Ellingg�ton Road 5outl i Windsor. CT 00074 iltle Plan-9 IProjwt Wn libr. 02-05-04 I Seale, A5 noted I 1155ued 02/ 1 1 /03 l front M F ❑❑Sicale 1/4'°--�: 1 foot Notes � General 5ed+nca-ton5 If any errors and or omissions are encountered on 1J these drawings contcct the Architect's office for 1 clarification and intent before any bidding and or construction is perfoi med. Do not scale the dre wings. Calculate all dimensions and meac,ure for layout of Vrori�- 5 e c � f � c a t n 5 �0 Architect, AIA B� Project OO Podunk P.jdge Senior Residential Development Ellin ton Road 5oufcl� Windsor, Cr 00074 ❑U Owner R5K Kellco, Inc 1744 Ellington Road South Windsor CT 00074 ❑ Budder R5K Keilco, Inc.. 1744 Ellinggton Road South Windsor, CT 00074 Title Plans Project Nm - E>- � br• 02 O.. 04Jcale9 A.5 noted i Issued 02111103 Front M X M X ❑i� 1�08"5 G �� 51"- %em��r iror m) ❑❑ Scale 1 /4"= foa9 X Notes � G -neral 5pechficaton5 If any errors and or omissions are encountered on �_ f . these drawings contact the Architect's of � �u�__ � �I clarification and ini ent before any bidding and or construction is per'ormed. Do not scale the c rawings. Calculate all dimensions and measure for layout of work. 5 Architect;/�1, Visit our web site at www.dennisdavey.com EIE-1 ®ennie Davey, Inc. lick on a detail 387 Me ,row Road Tolland, :T 0GO84 5GO-87 5-142G Fax 8GO-870-1072 ❑tLi Project OC7 Podunk Rdge - Senior R.esidentaai Develapmeni Ellington Eoad South Win dsor, CT 0GO74 ❑U1 Owner OO RSK Keltc,, Inc. 1744 Ella ton Road South Wirt-4sor, CT 0G074 ❑LI- Builder H-1 RSK Ketic :), Inc. 1744 Ellu iggton Road South Wirdsor, CT 0G074 Title Mans Project Nrnbrs 02-09-04 Scale; f-5 nod 155Ued 02/ 1 1 /03