Loading...
HomeMy WebLinkAbout00-49P_POND ESTATES AT RED ROCK RE-SUBDIVISION_DEMING & SLATER STREETSF I AIL PLANS TOVIN OF 5-30UTH WINCj%S02R, AUTI-110RI�ELD Sil�NA 1 UR-E. / (ly�q) en, rrm VVv RFss 4w .r F `:4 4 i ✓n+ v WA _WA as 4 F/rL� Speer � � DFHIIIGr � �' 04' r�rC 0 � PNDYFY -- PROJECT QOe 4b 5.43 V y�I 4 t` y STREET DE1t114G " S. d b � 30 N Q IR h Q STREET 1 `� w Dl1CYLAND HILLS pStIVE i' �. VP�'EY DRIVE RSpa ,p�Fp wim P1. 4 LOCATION MAP SCALE: 1 "=1000' (APPROXIMATE) MANCHESTER 1-84 ASSOCIATES c/o JOHN FINGIERRA l l n[1 anCC I n fiC 1 I VJ I\VJL Lf-11VL VIRGINIA BEACH, VA. 23451 ® ®tft tft n arm erm®® ® 6 ,N,L. • consulting engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860)646-2469 NO CERTIFICATION IS EXPR BEARS THE LIVE SIGNATM JAY J. GILES,P.E. IMPLIED UNLESS THIS PLAN :AL OF THE UNDERSIGNED. LICENSE NO. 8939 m INDEX SHEET PAGE REV. DATE COVER SHEET 1 6/26/01 KEY MAP 2 10/29/00 BOUNDARY SURVEY 3-4 10/30/00 PLOT PLAN 5-6 6/26/01 PLAN AND PROFILE 7 -10 6/26/01 Tr1P'1r\r11"1 A Ml 11n P11 A k I A A A A &%lei&%If%Of r vrrvurvAr-nr� r-Lii i - IZ v14v►v 1 CONSERVATION PLAN 13 - 14 6/26/01 CONSTRUCTION DETAILS 15 - 16 12/14/00 LANDSCAPING PLAN 17 - 18 6/26/01 CONSERVATION EASEMENT 1 OF 1 03/07/00 .J:\DwG\96N964s1\AIO\M\86431Cs.DNG I Z 0 N E TABLE ZONE AA---30 LOT REQUIREMENTS MINIMUM AREA ly1000 S.F. MINIMUM WIDT14 150 FT. MINIMUM DEPTH ? 50 FT, MAXIMUM STORIES 2 1 / MAXIMUM HEIGHT 30 FT. a9Avtb147CA N/fillt7iYF�7iV1 S^1—'r's%A IPIV Ertl Y i[ L: &Cox, i U/a MINIMUM FRONT Y,ARD wit FT. MINIMUM SIDE YARD 20 FT, MINIMUM REAR YARD 50 FT. f II / N/F N/F _ BARBARA WELLS / HENRY & ELDA & NELSON RUTH BORTOLAN MARION H. HALLOWELL \NG N/F CLARK REALITY INC. N/F DEMING HILL ESTATES 5pp' _ Ski ar�si' N/F MANCHESTER LAND CONSERVATION TRUST N/F N/F \ SHIRLEY L. & MELVIN R. BARBARA K. \ SCHMIDT \ CARLSON N/F ELIZABETH & FRANCIS H. ROWE /AMY D. &/MATHEW T. <ROWNN/F KRISTEN H. & ANDREW V. N/F KRISTOPIK N/F CAROLS. VIOLA M./GARY /F KELLEY PULFORDN (TRUSTEE) J. OWN TI=L ............. I /T w z v n15 3 A-4 ---1 (�) U 0 �14 O q O OPEN SPACE OPEN SPACE AREA = 373,076 S.F. TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR TO BE DEEDED TO THE \ _J TOWN OF SOUTH WINDSOR 10 � �o odd AM N/F AVALON PROPERTIES INC. i N/F JOHN F. ROGERS N/F �—CHRISTOPHER \< \/</ ELIA N/F IVERINE A. N/F FARINELLA JULIEN A. & PENETTE A. VANMENXEL N/F I AWRFNCF N/F BRIDGES AT BUCKLAND HILLS LLC. N/F BRIDGES AT BUCKLAND HILLS LLC. N/F _ A. & JOSEPH W. MADDALUNO DRIVEWAY CUT (TYP.) N/F BARBARA A. & KENETH L. JACKSON SUBDIVIDER. MANCHESTER 1-84 ASSOCIATES c/o JOHN FINCURPRA f 109 ROSE LANE VIRGINIA BEACH, VA. 23451 PHONE.- (804) 42,E-5566 Myi1`. :i:=.a taix'iF:l +FVtiE..lw Sr t..i,.. s '� CONSTRUCTION WILL COMMENCE AS SOON AS ALL PERMITS ARE RECEIVED r AND WILL. BE COMPLETED ABOUT TWO (2) YEARS THEREAFTER. 2) PLACE HAYBAL ES AND/ OR SILT F I NCiNG AS SPOWN ON PLAN OR WHERE DIRECTED BY THE ENGINEER. (MAINTAIN AIN OR REPLACE AS NEEDED THROUGHOUT THE CONSTRUCTION PERIOD.) PREPARE STOCK PILE AREAS AND SURROUND WIT14 HAYBAI_.ES AND/OR SILT FENCE. INSTALL SiLT FENCE AT AREAS OF FILL. ALONG R.O.W. 'WHICH ;S AT 18+00 AND AT THE END OF EACH CUL—DE—SAC TO PREVENT EROSION. 3) INSTALL ANTI -TRACKING APRON AT SITE ENTRANCE FROM DEMING STREET: MY13 47rAsF3 Ftii.'4c= ly,c i iti TR�9 rse to iL4fLa P�t'tLtp€e�i�iT Si;ta I foor_-3vv&r"i Aa OFTEN AS REQUIRED. 4) ACCESS FOR TOWN OF SOUTH WINDSOR VEHICLES WILL BE PROVIDED FOR TOWN INSPECTION PURPOSES. 5; BEGIN ROUGH GRADING AND INSTALLATION OF UTILITIES, INSTALL EROSION CONTROL DEVICES AT OUTFALL Off' DRAINAGE SYSTEM AND PLACE HAYBAL.ES AROUND BASINS AS THEY ARE CONSTRUCTED. TEMPORARY SEED :AND MULCH ALL SLOPES EXCEEDING 4•, I IF PERMANENT STABILIZATION i S NOT COMPLETED AT THIS TIME. ALL. OTHER AREAS NOT TEMPORARILY STABIU ED SHALL BE PROTECTED WITH' HAYSA:IAES AND/OR SILT FENCE:. 6)-CONSTRUCTION OF BUIL.D!NGS MAY BEGIN AT THIS TIME PUT NOT PROIR TO THE INSTALLATION OF EROSION CONTROL 'DEVICES T O (2) AND THREE (3). 7) PREPARE SUBGRAOE FOR PAVING AND PREPARE ALL DIS T URSED AREAS FOR PLACING TOPSOIL AND LANDSCAPING. 8) PLACE PAVEMENT, 'TOPSOIL., SEED AND MULCH, AND LANDSCAPING. 9). REMOVE ALL. TEMPORARY EROSION CONTROL DEVICES ONLY AFTER ALL AREAS HAVE BEEN PK%IED OP SEEDED AND GRASS HAS BEEN WELL EST ABL (SHED. GENERAL NOTES: 3) EXISTING UNDERGROUND STRUCTURES OR SERVICES ARE SHOWN IN AS NEAR rHEIR CORRECT POSITION AS POSSIBLE, HOWEVER, ALL SUCH LOCATIONS ARE APPROXIMATE ONLY AND ALL SUCH STRUCTURES OR SER`�ICES MAY NOT BE SI�IOY�N. CONTRACTOR IS TO ASCERTAIN THE LOCATION AND DEPTH OF ALL UNDERGROUND STRUCTURES AND SE'RVICES PRIOR TO EXCAVATION. 2) CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE TOWN OF SOUTH WINDSOR STANDARD SPECIFICATIONS AND DETAILS. 3) RELOCATION OF ANY UTILITY POLES WILL BE AT THE DEVELOPERS EXPEE SSE. -41 All HTIL;TIES tZLI A 1 R` Ue`vs.�RNR.�st�N < 5) THE TOWN ENGINEER WiL.L BE NOTIFIED PRIOR TO ANY CONSTRUCTION ON ANY TOWN ROAD. 6) A PRE —CONSTRUCTION MEETING SHALL. BE HELD WITH TOWN STAFF PRIOR TO ANY CONSTRUCTION. 7) STUMPS SMALL BE CHIPPED PRIOR TO BEING REMOVED FROM THE PROJECT SITE, 'WHEN PEA;SABLE, STUMPS THAT CAN NOT BE CHIPPED SHALL, BE REMOVED FROM THE SITE AND DISPOSED OF IN A MANNER CONSISTANT WITH STATE AND LOCAL REGULATIONS. 8) PRIOR TO THE START Of ANY BLASTING, A BLASTING PLAN MUST BE PREPARED AND APPROVED BY THE TOWN ENGINEER AND TOWN FIRE MARSHALL. 5582"v 58V� src, kfv oo� OOco w 3580p0 k 35"I $CO k :9 9'Z� 93000 600 •�v c TREEi S 77058',68� k _- - CONC, MON• "D.) I 1 ® k k k ♦ �" 1 A- I�! n u LEGEND Pf)K1porTV I L- MvN. i'vUND ----- - - -�--- PROPERTY LINE - - - TOWN LINE ♦ ♦ I k t!1 N w U AREA = 25.033 Acres 1 A- z k I A- 1 a J Ld z v ♦ w CL L� Q Zn k a ►o I n o v v o w ♦`Q 0 60 c � � rn zl t ♦ ♦ 0 z ON C �co 35� 4430 MAP REFERENCES: 1) "PROPERTY MAPPED FOR THE PARKWAY CORPORATION" SLATER & DEMING STREETS MANCHESTER, CT. SCALE lit = 200' DATED 6-1--84 REVISED 12-20-85 BY FUSS & O' NEILL, INC. 2) "PROPOSED SUBDIVISION CUD ZONE" DATED 9/2/88. PLOT PLAN SHEETS P1 THRU P12, SCALE 1" = 40' REVISED 9/14/88 BY FUSS & O' NEILL, INC. k 00 W V, co Scale 1" = 40' -40 -20 0 40 00 120 MATCH LINE SEE SHEET 4 OF 16 O V 5-1990 1 HEREBY DE�LARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. NIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC,. ON SEPTEMBER 13, 1984. LAWRENCE R. GEISSLER, JR. L.S.# 12327 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. NOTE CONSERVATION o CONSERVATION TOWN HALL. ok NO.1237-T A. .557ACO k SUBDIVIDER: MANCHESTER I--84 ASSOCIATES c/o JOHAT F'ING UER_IRA 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 3512CC EASEMENT - SEE MAP TITLED 'EASEMENT MAP EASEMENT" AS FILED IN THE SOUTH W I NDSOR S w k O Lo (P o0 00 ss CP moo s° ° 0 0 �o MATCH LINE SEE SHEET 3 OF 16 0 k 35,1400 35�200 w 355a00 351000 ar a N 01 M1 a 1:2 ul w 1: o v w oI MI 0 ° m .; 1 i 1 A. M i 1 CONC. MON. FND. (HELD) 1 1 tV t\ i` r N w l �i N 0 ° rn r z 1 1 L(H ONC. MON. FND. ELD) law mm N 66021'18" W 313.994 FIE DL (HELD 314.88, MAP NSF J• M. JACQUES w, DETAIL j,. k 0 Q�oQi CONCRETE MON. FOUND X AREA = 25.033 Acres k k X r, MAP REFERENCES: N ♦ 01 ♦° 0 F ss ♦ A V4 tp ♦ V; k 5 "s C$� k (6� 1� SOG• 00 LEGEND ❑ CONCRETE MON. FOUND — — PROPERTY LINE TOWN LINE 1) "PROPERTY MAPPED FOR THE PARKWAY CORPORATION" SLATER & DEMING STREETS MANCHESTER, CT. SCALE 1" = 200' DATED 6-1-84 REVISED 12-20-85 BY FUSS & O' NEILL, INC. 2) "PROPOSED SUBDIVISION CUD ZONE" DATED 9/2/88. PLOT PLAN SHEETS P1 THRU P12. SCALE 1 " = 40' REVISED 9/14/88 BY FUSS & O' NEILL, INC. I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A rI ACG A-7 RI IRVFY AS nFFINFn IN THE 11RFC0MMFNnFn STANnARnS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER 13, 1984. LAWRENCE R. GEISSLER, JR. L.S.# 12327 NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS MAP BEARS . �.•• • •,A EMBOSSED /1 /. P'.1 SEAL I�f� THE 1 Yf/Y\ 1!" L111 .e-n f • \1n THE ORIGINAL SIGNATURE AND EMBOSS D SEAL O 1 HE AC:VVE I HIVItU LAND SURVEYOR. a,e��c�� eF�ss�; NO.12327 42 :&&-;: 5 RB�O�Q►�� SUBDIVIDER: MANCHESTER I-84 ASSOCIATES JOHN .WING UERRA 1109 ROSE LANE VIRGINIA BEACH, VA. 23451 Scale 1" = 40' -40 -20 0 40 80 120 NOTE CONSERVATION EASEMENT - SEE MAP TITLED "EASEMENT MAP CONSERVATION EASEMENT" AS FILED IN THE SOUTH WINDSOR TOWN HALL. m LOT AREA TABLE LOT NO. S.F. REQUIRED S.F. PROVIDED 1 1 30,000 132,224 2 130,000 130,200 3 130,000 130,200 4 130,000 130,200 5 1 30,000 130,200 6 1 30,000 1 30,007 7 130,000 149,098 8 130,000 130,206 9 130,000 133,551 10 130,000 145,559 11 1 30,000 141 ,654 12 130,000 130,200 13 130,000 130,200 14 1 30,000 142,808 15 130,000 133,975 16 130,000 132,465 17 1 30,000 136,377 18 130,000 1 38,475 OPEN SPACE AREA 1373,076 OPEN SPACE COORDINATE LIST OPEN SPACE COORDINATE LIST DESC. NORTHING EASTING OSM 1 1357,616.03 1658,223.27 OSM2 1,357,594.03 1658,046.05 OSM3 1,357,641.58 1657,909.06 OSM4 1357,498.93 1657,859.55 OSM5 1,357,479.74 1657,914.81 OSM6 1357,337.09 1657,865.30 OSM7 1357,315.29 1657,928.12 OSM8 1 357,282.22 1 657,916.65 OSM9 1356,990.08 1658,022.72 OSM 10 1356,900.34 1657,758.33 OSM 1 1 1 356,876.67 1 657,766.36 OSM -1 2 356,808. i i 657,564.35 OSM 13 1,356,879.13 1657,540.25 OSM 14 1 356,732.89 1657,109.38 OSM 15 1 356, 613.92 1657,381.13 OSM 1 6 1356,928.63 1 658,308.40 OSM 17 1356,941.37 1658,307.00 10' TREELINE EASEMENT CONC• MON. (FND•) i DESC. NORTHING EASTING CEM 1 1,356,851.22 1658,080.32 CEM2 1,357,040.61 1658,016.05 CEM3 1356,934.23 1657,702.61 CEM4 1,356,890.03 1657,684.39 CEM5 1356,854.04 1657,551.82 ROADWAY COORDINATE LIST DESC. NORTHING EASTING RM 1 1 357,903.99 1 657,6573.39 RM2 1 357,864.82 1 657, 695.45 RM3 1 357,188.57 1 657,460.73 RM4 1357,170.77 1 657,422.56 RM5 1 357,122.33 ( 657,406.16 R M 6 1,357,084.66 1 657, 424.6 6 RM7 1 356,970.35 1 657,384.99 RM8 1,356,941.97 1 657,360.02 RM9 1 356,91 6.21 1657,434.25 RM 10 1356,953.95 1657,432.22 RM 1 1 1,357,068.26 1657,471.90 RM 12 1 357,086.77 1657,510.08 RM 13 1 357,031.02 1657,670.68 RM 14 1357,006.05 1657, 699.05 RM 15 1357,080.28 1 657,724.82 RM 16 1 357,U10.26 1 657,687.U7 RM 17 1 357,134.00 1 657,526.47 RM 18 1 357,172.18 1 657,507.97 RM 19 1 357,861.31 1 657,747.16 R M 20 1 357, 880.81 1657, 781.78 RM21 1 357,862.35 1657,868.08 RM22 1 357,853.10 1657,924.26 RM23 1,357,850.01 1 658,026.80 RM24 1 357,851.28 1 ARR C)Ag,7-7 RM25 1357,854.06 1658,099.81 RM26 1 357,766.53 1 658,204.59 i) W 0 0 Q G LL Z to I2 W I A (n �O I I 0 J W 0 Iw o LO 0 W 0 M fo S ' 5 :`:- E -�- ------ - - 50, FRONI 1,L) 20' SIDE YARD s N 70'51'30" W 200.00' 20' SIDE YARD 40 10" ",4 Pond Estates at Red Rock �,�1�`� - 7• - 5 mn olesmd 'L w(uaot November 27, 2000 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. W074 Page 2 I r AREA CME Eeo r &14--2511 R c 4. All approvals required must be obtained and submitted prior to any activity on the site. November 27, 2000 5. A contact person shall be identified on the plans, Certified #P462498136 6, We recommend a bond in the amount of $5,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion Fuss & Oveil and Sedimentation Control Measures. Attn: Jay Giles, Civil Engineer 146 Hartford Road Manchester, CT 06040-5921 7. Delineation of the berm shall be complete before construction begins. RE: Appl. 400-49P Pond Estates at Red Rock 8, Limits of clearing to be monitored by Town Staff on lot #'s 10, 17 and 18. Applicant shall. notify Town Staff before any clearing takes places, Dear Mr. Giles: 9. Notification to be placed on deeds for lot #'s 17 and 18 which will state that wetlands are present on the property. At the November 15, 2000 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application 000-49P - Pond 10. Narrative on plot plan for lot #'s 10, 17 and 18 to say any activity to take Estates at Red Rock - Deming Street - Inland Wetland/Conservation place on the upland review area needs to be approved by rWA/CC. Commission application for the construction of an 18-lot residential subdivision, associated stormwater structures, and infrastructure 11. Areas of lot 07, S, 9 and 10 will creed to be tnonumented and delineated improvements on property located southerly of Deming Street and prior to start of construction. westerly of Slater Road (Assessor's map 028, parcel # 2) AA-30 residential zone. This approval is subject to the following conditions: Very truly yours, 1. One blueprint copy of the entire set of plans and this letter thereon, be submitted to this Commission. 'This .. reproduced must must be completed within 65 days of approval. prior to any Planning & l % construction activity on the site. Plans submitted to Zoning Commission shall be considered having met this requirement. Elizab Warren, Chairperson 2. The application shall indemnify and hold harmless the Town of South INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Windsor against any liability, which might result from the proposed operation or unc. EW:dr 3. The permit'is valid for lave years and shall expire on November 15, " 2005. It is the landowner(aVapplicant(s) responsibility to track cc: Chief Building Official expiration dates, and notify the Commission of a renewal request at ngineer Town EEngin least 65 days prior to expiration. Manchester I-84 Associates -� S 77'55'43" E co 1 10.84' C- iRM25 �-- -- a Nab �9 RM24 RM23 r? ------ D E '�F' � A ►�t G - N -- _- -- --- RM22 �J E C_ 3 - - - -- - RM20 S 7T5 43 RM21 I 88.26' _ _-�- /�ONE PRO RM1 C� i O N f RM1 -r YARD / RM2 50' 50' FROM I 10 \ 0 0 z W �, tL 00 20' SIDE YARD N\\70ilr---� W 200.OQ' 20' SIDE�,YAR,D Q r Q W Of 0 0 20' SIDE YARD N 70'51'30" W 20( I� O Z0 + 0 04 lu a� O A O + ray O P+-1 r O 0 + OD + 0 r 0 0 u7 ' w 0- D: 0 to � r D W (if>- o 0 1< Wz W 0 0 LEGEND SANITARY SEWER LINE a------------- STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE - CENTER LINE -- PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS \\ - UPLAND REVIEW AREA ` ❑ CONC. MON. (FDN) 9 IRON PIN (TO BE SET) ■ CONC. MON. (TO BE SET) n ` 0- . t� vaa t U/LfY, &Ot 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 06074 oe.co`� TELEPHONE (860) 644-2511 January 12, 2001 CERTIFIIED MI A31, �Manchester 1-84 Associates \ Mr. John Finguerra 1109 Rose Lane Virginia Beach, VA23451 tiro th Dear Mr.Finguerra: \ 10, �6'` ' Re: Appl 00-49P, Pond Estates Subdivision Pl & Z Commission voted on 119/01 to approve with T We are pleased to advise you t e annutg omng , modifications, application 00-49P, resubdivision on 25 acres to create is lots on property located on the southwest comer of Deming St and Slater St. AA-30 Zone as shown on plans prepared by Fuss Sc Q ` �� \ O'Neill, project #96-481 and dated 11/29/00 as revised. This approval is subject to the following \ .L modifications: � o � � �� 1. This approval is for 18 lots, numbered 1-18. �� v7 raG�g / 2. Concrete sidewalks, built to Town specifications, shall be installed on both sides of all new streets. 3. Drainage and construction for this subdivision is subject to the approval ofthe Town Engineer. \� \ 0 �, 0 40,TT?_5 0 ` `�� �G30 N I / 0 in / o AC28 6 Ptza `GZ AC27 0 5�0� a5$ E / 50' REAR YA D N TT24 20' SIDE YARD N 70'51'30" W 3�0.00' ` - OSM3 _ 170.00' - - 55.0 TT23 145.00' OSM2 20' SIDE YARD / AC213 �lll.c �111� TT22_ AC22 19 r) Q Q } 0I ~ �t 0 00 o zo Q \ o O' � \ I s o_ 1 TT91 20' SIDE YARD 225.00' N 70'51'30" W 283 1 20' SIDE YARD J Q O v i� of N r\ w - l0 0 n f00 z \C �e. A 0 -TT19 AC19 �Illc .4. OSM5 TT18 AC18 �U AC17 lA a < ' \ } TT17 00 z0 co W L0IP of LL 0 Ln LO `__T_ j -T 6 :TT15 AC16 20' SIDE YARD N 70'51'30" W 350.00' (TOTAL) 200.00' 83.50' OSM6 66.5� OS ^ll�f� M A T C H L I N E S H E E T 6 SURVEY NOTES: 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED IS A BOUNDARY SURVEY, AND IS INTENDED TO DEPICT THE POSITION OF THE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND. BOUNDARY DETERMINATION IS BASED ON AN ORIGINAL RESURVEY. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LAWRENCE R. GEISSLER, JR. L.S. #12327 C15 4. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are subject to the approval of the Water Pollution Control Authority. \, �'. 5. Water shall be supplied to this subdivision by public water. v 1 \` 6. Street lighting shall be installed on streets, at intersections, and on cul-de-sacs in accordance with the policy established by the Chief of Police. Street lighting is to be coordinated with the Chief of Police J'\ 1 \ (copy enclosed). �I� ` 7. Street names and locations of fire hydrants are subject to the approval of the kira Marshal of the Town \ of South Windsor. Street mines and supporting pasts shall be installed by the developer in 0?-conformanco with the standards of the Town of South Windsor, at no expense to the Town. \{ I� ` \ 8. A liability insurancepolicy shall be submitted to this Commission naming the Town of South Windsor as an insured, with a combined single limit for bodily injury and/or property damage in the amount of S1,000,000. 9. This application is subject to the conditions of approval of the inland Wetlands Agency/Conservation Commission, including a bond in the amount of S5,000- 10. Prior to commencement of any site work, a meeting muse bo held with Town Staf. \\ \� 11. All plans used in the field by the developer must bear the stamp and authorised signature ofthe Town �j of South Windsor. 12. All easements for conservation purposes, drainage or utilities, that may be required in connection with the approve] oftbis subdivision, must be submitted on standard Town easement form where appropriate, to this Commission prior to filing the mylars and issuance of building permits. All deeds \ for open space, public improvements and roadways must be submitted prior to request for Town acceptance; all deeds must be in accordance with the policy for accepting deeds and must be approved \ by the Enginoering Department and Town Attorney. (Enclosed) AL \ 13. Footing drains are required for each house. Prior to the building of any structure on a lot, a 7 topographic map, drawn to a scale of V - 49, shall be submitted for each lot in the subdivision, showing proposed contours, elevations and the location of the footing drains. No building permits will be issued until the proposed contours, floor elevations and location of footing drains have been V 1T 1 r approved by the Town Engineer. 14. If; for any reason, finished grading and other individual lot site work is not completed, the Town - Engineer shall determine the amount of a cash bond to ensure final grading and site work, This cash bond must be submitted prior to issuance of a Certificate of Occupancy. \` \ 15. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the purpose of determining subdivision bonding. All bonds shall conform to the enclosed bond policy and shall be posted prior to filing the final plans in the Town Cler'K's Office. \ \ If the developer chooses to submit a Letter of Credit for a one year term, said Letter of Credit must be \\ renewed on a yearly basis until completion of the development. if anew Letter of Credit has not been received within 30 days before the expiration date, the Commission may, at its option, ca11 the batter 1,t;i T1 0 5 it is holding. (Enclosed) OPEN SPACE ` l� \ 16. A drainage assessment fee in the amount of S9DO.00 shall be submitted to this Commission. TO B E DEEDED TO THE \ \ 17. No building permits ,will be issued until all modifications have been complied with, and the final plans have been filed in the Town Clerk's office. TOWN OF SOUTH WINDSOR \\ 18. Final disposition of proposed open space (Town -owned or south Windsor Land Conservation Trust) AREA = 373,074 S.F. will be determined by the Town Council and Land Trust. 19. Town Engineer's review comments dated December 11, 2000 must be addressed to the Town = 8.56 AC. \ Engineer's satisfaction, �111L �lllt �111c �11JL t 20. Zoning data table must include a calculation of open space required and provided. O� 21. Relocation of driveway so that only driveway access is made to Deming Street 1 /^\ Q. `� Black and white transparent mylars of Sheets 05 & 6 with the above modifications, together with three vo \ \\ blueprint copies of the entire set of plans (including architectural elevations} must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as ° T i well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars. CP After mylars have been signed by the Commission, they willbe returned to you for filing in the Office of the Town Clerk by 4120101. After filing these plans, a copy of the receipt must be submitted to the Planning Department. ® \ Sincerely, g. \. alter J. Mealy, Chairman 0._- \ \\ Platnine and Zoning Commission v rn� b\!T1 07 Attachments: �illt �111� Alit DedmpolicyQq ent ,C Bo�licy �. s(llc AL �ill� IL CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING DELTA C- 1 50.83 30.00 44.96 N29'23'37"W 97'04'13" C- 2 43.42 30.00 39.73 S60'36'23"W 82'55'47" C- 3 56.96 600.00 56.94 S80'38'54"E 5'26'21" C- 4 102.71 600.00 102.58 S88'16'19"E 9'48'29" C- 5 159.67 600.00 159.20 S85'33'08"E 15'14'50" C- 6 150.27 100.00 136.531N50'07'32"W 86'06'03" -40 0 40 80 120 SCALE: 1" = 40' I PRO_J. MANAGER: CHIEF DESIGNER: REVIEWED BY SURVEY 12 n SITE STRUCTURAL nn ry - 00 d- 3�: co 00 w V) U 72 REVISION DATE: '--A 10/30/00 A 12/14/00 za- J A 11/29/00 Z�s 6/26/01 DATUM: H: V: SCALE: 1 =40 NOT RELEASED FOR CONSTRUCTION Ar.o FUSS & ONELL INC. Cons-u ung Engineers DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 (860) 646-2469 mr PLOT PLAN POND ES'TATE�' at RED ROCK FOR MANCHESTER 1-84 ASSOC. DEMING & SLATER SOUTH WINDSOR, CT. JOB NUMBER PHASEJ DATE SHEET NO. 5 96-481 Al 922 SEPT. 2000 ,� n LOT AREA TABLE LOT NO. S.F. REQUIRED S.F. PROVIDED 1 130,000 132,224 2 130,000 130,200 3 130,000 130,200 4 130,000 130,200 5 130,000 130,200 6 130,000 130,007 7 130,000 149,098 8 130,000 130,206 9 130,000 133,551 10 130,000 145,559 11 130,000 141,654 12 130,000 130,200 13 130,000 130,200 14 130,000 142,808 15 130,000 133,975 16 130,000 132,465 17 130,000 136,377 18 130,000 138,475 OPEN SPACE AREA 1373,076 10' TREELINE EASEMENT ROADWAY COORDINATE LIST DESC. NORTHING EASTING RM 1 1357,903.99 1657, 673.39 RM2 1357,864.82 1657,695.45 RM3 1,357,188.57 1657,460.73 RM4 1 357,1 70.77 1657,422.56 RM5 1357,122.83 1657,406.16 RM 6 1357,084.66 1657,424.66 RM7 1356,970.35 657,384.99 RM8 1356,941.97 1657,360.02 RM9 1356,916.21 1657,434.25 RM 10 1356,953.95 1657,432.22 RM1 1 1357,068.26 1657,471.90 RM 12 1357,086.77 1657,510.08 RM 13 1357,031.02 1657, 670.68 RM 14 1357,006.05 1657,699.05 RM 15 1357,080.28 1657,724.82 RM 16 1357,078.26 1657,687.07 RM 17 1357,134.00 1657,526.47 RM 18 1357,172.18 1657,507.97 RM 19 1357,861.31 1657,747.16 RM 20 1357, 880.81 1657, 781.78 RM21 1357,862.35 1657,868.08 RM22 1357,853.10 1657,924.26 RM23 1357,850.01 1658,026.80 RM 24 1357, 851. 28 1658, 049.77 RM25 1357,854.06 1658,099.81 RM26 1357,766.53 1658,204.59 OPEN SPACE COORDINATE LIST DESC. NORTHING FASTING OSM 1 1357,616.03 1658,223.27 OSM2 1357,594.03 1658,046.05 OSM3 1357,641.58 1657,909.06 OSM4 1357, 498.93 1657, 859.55 OS M 5 1357, 479.74 1657, 914.81 OSM6 1357,337.09 1657,865.30 OSM7 1357,315.29 1657,928.12 OSM8 1357,282.22 1657,916.65 OSM9 1356,990.08 1658,022.72 OSM 1 O 1356,900.34 1657,758.33 OSM 1 1 1356,876.67 1657,766.36 OSM 12 1356,808.11 1657,564.35 OSM 13 1356,879.13 1657,540.25 OSM 14 1356,732.89 1657,109.38 OSM 15 1356,613.92 1657,381.13 OSM 16 1356,928.63 1658,308.40 1 L OSM 17 1356,941.37 1658,307.00 I OPEN SPACE COORDINATE LIST DESC. NORTHING EASTING CEM 1 1356,851.22 1 658,080.32 CEM 2 1357, 040.61 1658, 016.05 CEM 3 1356,934.23 1657,702.61 CEM4 1356,890.03 1657, 684.39 CEM5 1356,854.04 1657,551.82 I 0 o: r w �rn 0 I� N I I oo S 70'51'30" E 0 N 70'51'30" W 200.00' 20' SIDE YARD ' J Q 0 N 0: a r r; Q z cro LL q. 00 o1 20' SIDE YARD S 70'51'30" E 200.00' 20' SIDE YARD 50' FRONT YARD 170.00' _ N 70'51'30" W 32+00 S 70'51'30"Ld E r 170.00' 0 J W u- Lq U o W D w _ 0 U a fo �o 0 } � z o w N O rn N CO Lo 50' FRONT YARD G� RM4 33+00 M6 M A T C H L I N E S H E E T 5 200.00' 83,50' 66.50 \ N 70'51'30" W 350.00' (TOTAL) T T 14 _ o 20' SIDE YARD w v;QW \ _ ` \ ooM "MoO J o O ol O+ TT1 50' REAR YARco Nr \QCKO Q }cO lt- w oI� m Z 1I r + O AC14 ,1uL AC13 �illL z 0 I I 1 u) I I 00 20' 'IDE YARD S 7to 5 '30" E 2 .. 9' 20' SIDE YARD 26• 50' w 0 0 o: M Q cn 00 y o z �Ico ! +� Ir oo w w .O 26 50' A. L -\. L\ �1llL �1llL �lllc OPEN SPACE TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR AREA = 373,074 S.F. =-\Lli.56 AC. (n �lllt �111L 21 L �111L 50' FRONT YARD �� \ ! G19 coOSM9 � RM15 �O_ �i�. \` A C 7 s �111L 2 RM17 170.00' RM N 70'51'30" W co 34+00 35+00 10 0 36+00 0 37+00 F N _ N ,�0t LOOMIS ROAD I I ,�, ��c6 S 70'S1'30' E v ,�� \p �111L S 70'51'30" E 170.00' ' C RM12 120.00' 50.00' RM13 16 V� ; Q o RM1 /.` 50' FRONT YARD n9 s � r w 0 cn N Io I� o o °'I o! 50' FRONT YAR:D to . yP � 12 �G ,;i N/F J. M. JACQUES zTEAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES 0-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE T 17 OF SURbVV OC CORM€D IS A BOUNDARY SURLVY, AND IS IhITENDED TO DEPICT THE POSI310N OF THE BOUNDARIES WITH RESPECT TO ALL MONUMENTATION FOUND. BOUNDARY DETERMINATION IS BASED ON AN ORIGINAL RESURVEY. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LAWRENCE R. GEISSLER, JR. L.S. #12327 TT12 AC12 O o \ Q O�'o w °° p Ol s o cn a TT 1s o No`,9, Ofw \ j to T10 RON A111L 2111L AC9 CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING DELTA C- 7 47.12 30.00 42.43 1\164'08'30"E 90'00'00" C- 8 47.12 30.00 42.43 N25'51'30"W 90'00'00" C- 9 38.76 50.00 37.80 N41'20'57"E 44'24'55" C- 10 115.35 55.00 95.34 S03'28'37"W 120'09'36" C- 11 30.40 55.00 30.01 S72'26'09"E 31'39'56" C- 121 112.321 55.001 3.79 N33' 13'44"E 1 17'00' 18" C- 13 258.06 55.00 78.57 S70'51'30"E 68'49'50" C- 141 38.76 50.00 37.80 S03'03'58"E 44'24'S5" C- 15 47.12 30.00 42.43 S64'08'30"W 90*00,00" C- 16 38.76 50.00 37.80 N48'39'03"W 44'24'55" C- 17 44.42 55.00 43.23 S49'34'55"E 46'16'40" C- 18 125.89 55.00 100.15 N41'42'22"E 131'08'46" C- 19 87.74 55.00 78.73 N69'34'13"W 91'24'25" C- 20 258.06 55.00 78.57 N19'08'30"E 68'49'50" C- 21 38.76 50.00 37.80 N86'56'02"E 44'24'55" C- 221 47.121 30.001 42.4,3 S25'51'30"E1 90'00'00" -40 0 40 80 120 SCALE: 1" = 40' CEM1 WT1 8 � y A AIL WT1 .11llL OSM17 OSM16 01, oG\P� LEGEND ------------- q NOT RELEASED FOR CONSTRUCTION SANITARY SEWER' LINE STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE CENTER LINE PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS UPLAND REVIEW AREA CONC. MON. (FDN) IRON PIN (TO BE SET) CONC. MON. (TO BE SET) LEGEND R�70 O sS cQ�° NXO"ry ��,%Y� ` -�°� ® PROPOSED MANHOLE o 4 f� PROPOSED STORM SEWER PROPOSED SANITARY SEWER EXISTING STORM MANHOLE � 4 o 0 EXISTING SANITARY SEWER MANHOLE R�-CQ / w EXISTING WATER MAIN I *A'' I �Ij) SAIVIIARY IVIAIVI-IOLE NUMBER AS SFfOWIV ON TOWN PAVILIONS PHASE II AS APPROVED BY THE TOWN OF MANCHESTER GOO�,O OX S,� 4<. .z S PROPOSED MH#23 TF=250.90 PROPOSED MH#3 \ _ .8 PROPOSED V SUBDIVIDER: IN=24 INV243.80 284 LF 15" RCP 0.8% SLOPE L MANCHESTER I-84 ASSOClATES ACCESS ROAD FOR THE TOWN S c% JOHN FINGUERRA OF SOUTH WINDSOR SEE DETAIL SHEET 15 OF 16. F It nn 7"11 d1%n7- T A ATT 11 VY ffu;J1✓' LIAIV.G VIRGINIA BEACH VA. 23451 PHONE: (_ 804) 422-5566 �S ��� . �0 / o �' S iy 0 NOTES: (1) SANITARY SEWER LATERALS SHALL EXTEND A MINIMUM OF 10 FEET BEYOND PROPOSED INSTALL MANHOLES THE STREET LINE. ON F_XISTING PIPES___ � SAN MH #2 EXTEND PIPES AS i \ SO SFS T.F.=249.5 NECESSARY TO (2) VERTICAL DATUM IS C.G.S (N.A.D. 1927) G Fly F` INV.=238.4 F,p 9S STA.=7+10 PERMIT INSTALLATION F� OF MANHOLES IN THE (3) FOUNDATION DRAINS AND SUMP PUMPS TO STORM DRAINAGE SYSTEM ON ALL LOTS AS REQUIRED. �s LOCATIONS SHOWN. San s0 PROPOSED 12-INCH RESILIENT WEDGE GATE VALVE Exist #12 T.F.=242.70 INV.=234.03 'p � 262 STORM MH #24 T.F.=249.5 INV.=242.0 ODIFIED r-MRIPRAP EXISTING 8" PVC T O W N L I N E o S O U T H W I N ..... ." .......................I... ........................... ........................... .............................................................. .. ..... ........ .. ...................................................................................................o..................................................................... ...,;.. ........................��..................................................................... ............. EXISTING 15 RCP �S 'EXISTING- 15t • RCP ---- M A N C H E S T E . . . . . . . . . . . . . . . . . . . . . . . . . . . .w ............................. s s ®•�I �•� •� �•� �• now � tr r- a�r.r ...r•rr� rr � tr ............................................................................ rr■•r.� ro'r.r rrr r� rrr r.r'rr dr.' w.'r.r rr�.' iY •il din' i�•ii i� � � ................................ �'�i r:'w ;�'� � �, s i�'ww.�'� i� �n.::s::r. .. �.�,®��•ieo: �• � �' ... EXISTING 15" RCP 0 + 0 + +00 + ............................................................ S + 6+ w EXISTING STORM MH #24A T.F.=248.5 8" SAN �p 0� INV.=241.5 46'-38"X57" <1 ACCMP Exist San. MH#13 EXIST. Exist San. MH#11 INV=231.80 TF=236.90 Inv=230.30 SAN MH # 1 T.F.=247.6 TF=249.60 Inv=238.36 INV.=237.1 Sta=29+20 MODIFIED STA.=6+46= STA. 28+30 Town Pavilions Phase II RIPRAP T_...- a — -,.-__ ln -40 0 40 80 120 Phawse IIruvnwn�:i 260 260 — — N N II = o0 M 2 0 — Z co N II -- N h t-= W 250 250 0 / (0 28 .F. 1504 RC I • °OL-wr 84 LF 15" RC rn 240 5G CEt1iE 1r 15" RC— - ( — - I 23 .4 N _ 49 F- rv(= S DETAIEI' RUC UR "A SEE 1 F 16 ( ,�___ SLOE 0 "cp .8 o S OP INV. = 237.1 I = 2,35 0 lI- 12 I IN ._ 32_1 _ �� - E, tST1 IG L— - 230 230 — 9+00 10+00 1 1 +00 NOT RELEASED FOR CONSTRUCTION i— I I I 1 I — PROJ. MANAGER: FM & MEHL M.ConsWting► .9ngineers 146 HARTFDRD ROAD, MANCHESTER, CDNNECTIGUT 06040 — _ — CHIEF DESIGNER: REVIEWED BY DATE a- ate. 0 fy SURVEY (860) 646-2469 � SITE PLAN Bc PROFILE — — STRUCTURAL — — POND ESTATES at RED ROCK — — — 220 — - = — � FOR 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 REVISION DATE: I.;_i w. ,, ,, ,r„ I rc1-rrn I Q A n c�c 1�n IVIHINI rir- J I r_m I-0_1+ HJJVI�. A 61A6101 0 ® Q w w DEMING & SLATER SOUTH WINDSOR, CT. d © .. DATUM: H: V: JOB NUMBER PHASE DATE SHEET N®. 7 96-481 Al 922 10/10/00 SCALE: 1'=40' Horz 1'=4' Vert I -7 7__1 C___ 7 7) ( 7� II (p I") c� q iq im m 0 � ���ZOVAy Y��D ------, _Ir47.1 I I F.F.=255.0 q I -_ -""' \ I \_ .=±246 82 I W --_a =j 0 I I z (n N \\vx ..� YARD I . 24 25 , t, ;� I INV.=±ZO.7 cn 6 C.0 0 () , \k in 0� . ... in ; ... ­.. I � <�11 -t C4 x . 7a I 0 .1 K j'�, F.:� xl�1151 m - , INV. ±24 �9 �11 *0 - . ^A ;u 011_�Ic "I INV. 244.62 W ... " 9 0 m /-. INV.=246. m k;,.,i,,v: �9�� W - . I oo* 2 I, 1 (33 11,1, 22'-15*RCP ... ... : . .. - - - 0 1 S=1.097.­'*� %b nvpo-,A F7 1:z 4 R - - 7... - - . � . ­ t .... .... --- _... *1_1 CB #21 1 m / ) JAI HYD. -, WU VVAILKIAMAII _*_ - � 1 21.. - _ w W : T 12+00 111wc ; :c 9 I 1160,-8_�Xil_ S=1.54% 11+00 N 19-0830- E 16)'-8' i I . 'r i I ------ I- ,S_ . ; :� , , M, i #3A " to r'l : 12'-15*RCP - S=-2.05% .L I - i ��� - IIIIIIIII, I I11,110,11 I � IIIIIIII, . . W`Q I Wk.- %;-j wql i pi; �pl I - I z � CB #22 ; I _N CB #20 0) * , j - (1i �11. 231-115 cp ..1.-1(A : � ID 121.00' m .!\., 00 I. S=0.8 : . .V \, -0 K . � i � � . 8 _X - � I .. INV.=±249.5 ,I I . I I . . .1 ;D : * ... .1. ��z . . . . . . .. 9: I : . � c- I 1 12 N 357128.42 L : I z E 657466.32 7 I C�l i I 0) 50' FRONT YARD . � - " INV.=±250.3 I I . CA 0) .1. OD 0 --j ,__: ,& i I cl� I ! z C11 III I *0�N . F.F.=256.5 q ; * J i 11,011 ; I �p 11 �,�_� __Ss- � I I - ,_1_x__­I ( I I I -1 I i. 1A _-� I > -2 i X < I I 0 -----_ 0 . 11 ---_-_-.--_ w I . \ \ K 20' pr? - " i , ; �o I >)#-�, ORNT 3A I V�l I . SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE !CONTINUED) LOT # STATION INVERT @ PIPE INVERT HOUSE LENGTH OF PIPE 1 20+00 248.79 250.48± . 85'± 2 18+50 249.58 251.27± 85'± 3 17+00 250.37 252.06± 85'± ' 4 16+40 250.69 252.61± 96'± 5 13+15 248.73 251.10± 120'± 6 11+75 246.56 248.25± , 85'± 7 10+50 I 244.62 I 246.82± 110'± 8 34+38 1 249.69 1 251.28± 80'± ' 9 35+40 1 250.80 1 252.67± 94'± LOT # STATION INVERT @ PIPE INVERT HOUSE LENGTH OF PIPE - 10 36+23.5 251.70 253.85± 108,± 11 36+23.5 251.70 253.96± 1 1,3'± 12 34+25 249.55 251.16± 81'± 13 16+40 250.69 252.61 f�96'± 14 17+20 250.27 251.97± 1 85'± 15 18+70 249.47 251.17± 85'± 16 20+50 I 248.52 250.22± 85'± 17 *5+27 1 245.50± 1 247.27± 88'± 18 *6+60 1 244.60± 1 246.32± 85'± SANITARY SEWER INFORMATION TABLE STRUCTURE NUMBER STATION TOP OF FRAME INVERT 250.88 243.80 SMH #3A 11+54.98 252.57 246.25 SMH #4 13+15.00 256.13 248.73 SMH #5 16+40.00 261.08 250.69 SMH #6 18+94.35 258.49 249.35 SMH #7 21+48.00 256.00± 248.00± SMH #8 36+25.00 ---2L&8.-61.1- 251.70 * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) 270 r . t � . ; i 1 1 t I I ; : I i . ; . . I � i i . . . a . i I : i i m i I I I . ! L i ! i I F i I . I � : r I i . ; t I ; I . . . � . . I . . m . : ! I .... ........ . ... . .. . ..... . , I I 11 ­.. � , i . - 1. . ! I . .- . .... - ­1 .... - k ._._.._._j_ -­­:­­__.._­1 .. ........ . ....... .... i ,­ ------- i ... 11 . . . . ........... ... _.__ .... _---.­_._....__­­.1 .......... ... I..-....,-.-.�.."...--,.,..�... . 1-1 ­­!_ 1. _­­­4­­1R­­!_.-__ - _­ - 4- j : . . . ­ ..... . ... ,I ............. . .... I—. ­.. -1 ... .... .. ­1.V_.­­1_......_1 ...... .. -.-.-.-.. ­­­ .............. ; I . ; . ; I I I I i to i I . t . : : m I I I . _... - -1 , ; : I a i I i � i I � m ; j I ! I I I . . . I m ;. : I . . : . . I i : ; ; . . ; : i 4 I . i I . ; V_ . i A x . i I . . I . ; I I 4 . L p I A I � : . . : . I . I I - _ - I . : . . ; 1 1 - I ­ - ­- -- ----.-_ - ­ -- ---,-- _.___11 - --- - --- ___._ __ " __ - - -_ --- ___1__,___ -."----- _�_. L_ I ; i - , . I I I . i I I 1. I . . ! . I I I . I 2 I . : I I . I I i i : . . . I . i . . . . I i I I I 1 7 . F . I . T . . . � . . i I I � - __ .. - ...­­.. - . I . ­ ... .... - .- .. I . ... ­­...- . � -1 ­­..­ __ . I -1-1. �� I - � .. . � , i ! --� - . . I : -_._._i__.__:___...._. .. - - - ­­ .. . ........... .... ­ ..... - . . . . . . . . � . ­ , - - - . - .... ...... - . __. ...-. ­1 ...... . I ...- .. . . . . . .1 - - .. . .. � ._.. �. .­ . - .....- ­T.­...... .1 .. . . . . . . I . . . . . . . . . . I , . . , . I I I . --- .1.1- ..." - ­_­. 11, .... ; .. ........ II ? - .. - - ­_ . I - - _4 -.-- _ - .. . i i : i . : . t . r - - - - . . . ; : I . L I . : . i I . . I I w I � ; � L I . I ; I . i I i ; i I � . I I . -, - - -, - - - , ­ - - - I I � . ; i i i I i , � i I i I I I I : a . i ; � , . I . I . .- I . :--' '­­ ­-T ..... ...... . . ... - ' ­' " - .... .... __.. .. - . - ­.. . ­ .. .. . . . . . . - .. .; .. ....... .. . " . . . . , . . . . , - - .. . . . '. � � .. . , , . . k ......... __1 i .� .. � . . . . . . . . . I . . - I , .. . - " , , I - , - " ....... ....... I , .. ., . , , ,_. - - - - - - � � - I . I .., ,: I - - .. _.____.� ............ . . . . . . . . i w g . I � . I I ­ - . . . . . . . . . . . ­ .......... ..... . ... In.... ­­ . . . . . . . . . � - . . � ............ ­­ - : . I ; I i � . i I . I : : i m . . w ; t I i I i I . I . % I : i I ; GRADE BREAK STA. 12+00 1 , I I . . . z r . . 2 m I i . t a . p m . I I . 1 7 . ; - i . I . -.-,;----.-- , 1 4­4­ __ _-L.- �"_... __ -I- I . . I I 1 . ! - _ - �_ ___, .: . � ; I -, ___ _____­­ �. � .. I , ­w ._­__,__­_­-,w­01,__,_ . r w j i . ; : I . ",-"-,.--- v 0 I I . . . , . EL -253.25' O. . � . i I . I I ; 7 I I I m . i I - . I 0 � 0 co: j i , : . a � . i ; I I . . . : � Iq ; I . I � ,j �� oc) - ! � I ! ; a I I i ; � i I i I . i . ..__.,._1.­..­ � . .... .. . ­ r- i I I.. � ?,),6 C5 - ... 1 04 - If):­ _­.t., ..... .. . I I .... ...... . ­... -.-,.., _;.. - ­.... - ...-; : ­... I .. . ........ .. _.. I.- _..i ......... ... .. ... - ­­­ _.....1.1 -.-I. I .. ­­.....,­ ... .1 - __ ­ --: .....''....__ --.-... -, � ._...___+._p i ...... _.- ... I - .. 11 � . ; . a . . i % . ; : i t , I-"-- . . i I I t T � I.-, I" . lc� - ; : i . ! a ; . . r . L : ! t N . . : . . . ; ; I I I + U.) + r) to I . I ; . Lj ; I . - i I i � i � . 1 1 ; I : ; tc) ") . . ............. ��.__" . - n N 1 LLJ 0 .* , 1- ,- CO "') 04 04 ,--- _ I I - --- ­ - I , �_ - --7--'-'-- �_ [ if - 11 11 ; ! i ----i I . i 7 T ­7 An __ _ - - _ , - 11 N CN I . I I . . i 1 0 i I I I . 4- �� _ L_jt()c4 ! - I 0 : . 1s, 101 ! , . , Uiot% � . � ! I � ; � E 0 r,o 0) : . I . ; i . L . . I -....-.- -11 ... . ..... � ... . . ` i I q 'i to 4,t z_ , - 1 #12 F.F.= m . .... . .... .......... ........ ­..__.._...­­1 ...... ..] .... � . .... :I--- - - .. ., 1, .., 0 .... ­._..._.1_.__..._..,...., I __-. , _ , < ... : I . LOT i i . Ld w . im 0; LL m 14 � I m I t . I ! 0 . . + to C-4 � - ,��z � 0 M___ � i j 01 �t 0) a- � C.) J.-: - : . ! I 1 ­t �t,* � -_ I r . oi I- N C4 11 I I ; f __ n ; I i . - C) "%I �: g? C? A - I � I . �; - iz - 11 . . 260 . I - T . V_ N . I � '_� V� 1­� 04 .�_- I I 1 i I I , _c -,-- � i . : a -� z 71 "I, Ill" . to . i i - N C41 0 � cq � . . . <� __,�, . i : I I i i ; m , I... . i '__ 4 ...... -.-- -.1-1-... 1.1-1- � . ...... - 4 - I " ­1_T...1_.__­__­___1 .... . 0 .... . ...... . I . ......... ... ____1 I . �_ - �- % , A 0) I - - . 7 . � I . .1 Ki - ii;. IN - It R C,41 - it z �:: v) . ; �; I i . - . I ; I ; - I - I N � I I 41:: tut , , i : ; I ! ? . T I I : I ; . ; � I 0+ 9 11 z b . I i I I / I I . . i < r < . . I I - -n (ii �� __ - : ___ -1- t- I * I , . -,-.--bO- - I 1. i - � ­ I ­­ .I --- ­_­_ __1 1_.__i____i__._­., .11 - ; . , T _ I . 1 ,4 �e CI'4 D� : I I ; . LOT #5 F,.F.= I IZ 0 W u V) 1-- 2-[ < , ------ � I K) a , � I ! ­11di-1-1-m La IL) -�,- u: � � i ; - i i . ! I I t') . I Ent-- - - � , I . . I : I i r , � ! . - , ; I .d. : . I T. I >_ ; r . I t - i -.41Z I . . 4 C'4 .1---.1. � ...-.-.-. -T.-­ .... . I ..... ._...­..­ .... ..... ........ .......... .. , ­­ � - i _ -- .11, .. I . I .. . ..... m < m It � i I . : .. I � - . .... - , -,--*,- 1-1 -- --------- _11--­ , V � I . � i 04 c"I � i .---.-.I---. ...- . I rn - 2 � 6 ; i - i . . , ; I ! 7 i i . 1 % q I I ; ; . ; r ! 7 1 � I 2 i,­ w + to It if i I I . 1 -2. . I . 2 I I i - ___ -_ . , � . � � - 0 C-4 . 11 - - - ­-­­ ­ I I I I I I � i 1. - -.1.1ir- -."-, , -_ __ I I -_ __j- - . I . Of N I;— __ __ /--. L__. ?N )f 11 .1 77 11-1 .­-­--­j­ ­­ � ­ --- --- ­­ - .__ - - - . i . q r . � . . . I . I I I LL_ i L i I I . I I ; -I 1 I 04 1 1 _. ON ; : i I . 1­1 . Z:tlz: H ZU) . . ! I LOT #6 F F/! 255.0 ;60- ;� I I . ; I I I . : . , %. . I i I z I I I i � ..... .. ?Ii!t. _., ,, - __. ! , , , I ._.__­...­..__ ....... .. --------- j._.__­­­......­ ------- - --.--. I .... ... -­11 1� __.. I . . . . __t___1__ - - . .....A ... L I/ . -...-... m L�� - .... ... I- - - -I - .... _.. -1- . -.-.- _1 .- !­­ ­.. , _ . 4 ; . � I . . ; ; I i � � - z i I - - I I � I ? i I � -- " ?,Cp 0 ; : - :: . I I- - - I ; , - - ----' A5 I I I , I ! I I i I � j_­ � - I— __ L__+.__1!__ __ ____J__;� - ---- i_ - - --- , ­' _: - �Z__­- _ I 1-1-1 - I ; a I . . . I , , I I I . - t I � . . . t � �_ : 11 I 2 . ; . 7 - -1.11I.- . I.."...- L' ­... . I I , p ­1 .. .... .... :____._.....__._..__._ LOT #7 F ! � .. .. ..... t- - - ­__._­1._.. ­ I ...­­ . .... . .. 1. � I . - . : i . . i ,g �ixz? -, . ., ��,251'5 ' _-, z I I , , 0; . . I i pw i - i A : ; . I ,-.if %Ji-­ ps I - --! I - -.11- -!��_ __.�___ J. - I I - � I I � - - ; �_­ _4 __L__ ­­'. "I ­ L c 1- ­ - - --- .- ) I I i- I 11) I I I �I I � _L I : I _[__-� A I-` - .,.\% -, _­ � " t . ; . . ; I I . i I if -- - ­-�---' .,N-----' � i ; I - -_ I � , .. i ­ , ; ....­- . . ; '­ ... I—- ­_ I - ... 1. 11- - -- I I . : I - 22 L.F. 15" RCP 0 1.09% � : I - F­­ ... ­' - � f. . ! I i - �, I "Al ." I 1 I I A ---------- � " gf�"' __��: - ­.- -A .�� : . - ,�, � . 4. I i I ; k -57 -!I �, . I ;. - I . ­­ ,_� p1cip Ill " . - t5 250 - i r:� . I - I - 1 ____ _1� �'F�o�. � �, �()�S` �. � I ; I .- - A cju7o I I I . I I I i 1 I I ., .�__,_:-�vo % . I 1 15 . Ar 6 ! i I a - I _]_ �___._ I j I ­­_. I A BL-r ­...1-1190''Ll I I I I - : I i � I A rc>O I -.-"fs,-F CIP-tROI I I . ; ; I I I ; , I � - ' 1 j m ­ .... . .. f....._..._...­_._i­ 1. . 1. -..-. ­­.­ _____ - I I I i ►_J:L-�_ S� , i - I LOOM) ROAD _ _._. _.._ .. _. ... .... I......."..- jops . ...... .. ­f­,­- � - - '' - ... -, --------- - L . ; � . I;,."- I T ; : ! � I . ���_ 7 - ! � I -.( _ I I ; - ­_ I c : I ; ; i I � -' 11 !!�w V*�_�`, - ____ '----. ; I ; I j__ .!5� IRCI . % iCWC WP TER MAI I—- - i -_ I .5-4 -- .- I ­-, � .I I __­ - " ____�' .L.1- . .L���� : I 8 A i A`- . - \ 300 L.F. PVC FROM a uw/ i� 4-.___---- - ­­ --- ------- --- L I � ­ I CW WATER ... MAIN _j - L­ ­.. ! " LOOMIS ROAD & LOT 5 - ---- - - -: I I i . ! I � . I : 11 � I I . FROM LOOMIS ROAD I 6 I L it r - . � � . . i I : I ; .o SANITARY LATERAL i ; � . � I q I') V) . i - . i I I I ­Q_ . _,"... . t ­.- _1___1_1_.1_1­­-1 � ­­ _1_1­1. ­ ­­­, ­1 ­­­­­ ?­­­ _ ­ - ! i I ; I - __­­_ - ­ _­ " - U) r,--f&­--f­ -- . ; I I ; � I � I : . ; I - i . . i IMPERVIOUS . I I . � I ; i . I z I : i 'ERVIOLli" i _t` i -...., ..... .... a I i i I I . L IMF _r C6 , i i I I __ ; 110 - I . I-- ... - - - ­.: ­_.[� . .. . .­_ .- \ �­ I I .1 ... .... .. �­ ...... - . ........ . . 1; ... . ... .. � .1. .... . % . ­­...- _..... -.: I ......... Q�� . . i i ! ; -I I IRI 't I I . f I . - M ; I ; j I ; ! I T. I : I - ­__� . m I I ! CT, Z t2 c,',4 c,', I ---- ­ ,­]­­ r E Z) I A. I V+Vl� I j 9 U-) i L i �j It,. It , ­ . i ... _V I 11 11 ! : � ­4 I � 1 . . ............. ... I =4 i - ., ­ --.--,. _....... , 1 1 - I I . ; i I I . ; I , I I � , : . I i I I i -��U;­f­ '"I .... ... ... = % :2 � LZ , , I I I I 1-: � ; i i i . < + ('i co , 0 �i i I ......... . [ -1- - ..... ..... .1 ..... _.... - .1 �. �... .1. � ... .... __ I , � � I IO - U) N ROT 6 SANITARY LATE � . i 11 i : L � I I t LOT 7 SANITARY LATERAL ' :*fz I cq It STA. 11+75.00 : ; : I � i I I % I I - If Wit - - � I . -1 ..... ...... I S 240 � I LL 0 ; IL i F` `10 15 .- . . � I �. m . : . iWl. i. vv ; . I . I ; ; i . � a 0000 � :;:244. i ,I I . . I i ; •(n � �L4_ � : i ! 11 . [_--i 'd a3 'i ! OZ J, . - - - I I .- -----.! � I 1 1 i ! � _­­ � 11 ---- --- - _ - I- -.I----- ;_ - I ; f­ � � � . .- ... - . -7- ­111- I ------- ------ _____.___. - ­4--_ - - . I I - --- - - - - ew . i I ; ; i a i ! I . ; . I 6 .,t I I I , I : I i . K) I C WATER! MAIN ; I I I T . i I - ! ; 4 to 64 : i i I i I i I , 1 1 1 ! j i i t ! I . . + i J_ I ; j I I ; ... - : - :4L- c N 11 __,__,1L_ , ._L___.__,___1_____ , i +. i , _.- J � - -.--.-- �. t z __ __ -, , 1 I- ­ - - ­_ I . --- . I � I . - I " , I I ; . I I . . i I I if : ; I : ; . .d .._7 91 1 p, I ; prp Rhin R 9iv- T I I it I - - - i . . . 1. ­­ �1 f __ ... - .1-1 - ­­ 1 4 . I I I : � -g � - ­ -.1- -..-. ­_.- ... .. I .... .. - I.. i I 6 . I I � m - , ; ___ I_ ------ ­..... � ... � .... . ..... i� ....... � . ........... I ..... . ..... ... .1-1- ... 6- I.. - .- ­.______..6­..........1 .... ­_ ... ........ _..__...._.1-.­_1_- ...- ................ - ,. ­..... � ..... . .­.­ r...,.. � --- - --- _­.­. . ..... . --....-.L'--"I'"'--'-'-"'��l"�"-�"'L'"-'. .­­.­.­ __.­.._....__..• - ; 1 1 I i � ; I ! L , I I I i I I . I I ; _­­1 ....... .. I.-: - , I � ! . . i : . i . ; i I I i I I I i i . . . I . : . i I I I I i I I . . , I I ; I i � I I If i I ) i i I ; ____ 11 __ . . __ ­ ; _­ ­___­.__­_1 . � � � J1___ 1- ...... i . - ___'........... I_ - __ . i I ,_.­­­__ a : I . I i I - I __T__ -1 1--r-1 i _____�_ ­i - . i . ; . i I i , : i . i . i if I I r 7 _­ i I . i ; i . . . . I I ; 7 I ! . . . I ! � . � I q ! i ! ; % i . I � I : I ! i I � . . i I _.­J__.._.1._ I ...... .­'...- ..-.-....-. L ........ .. , I L _..._.­_1 ... ... !� ­­... _­­­ . _." -­....­..­ ­.­ . ...... ... _­ � .......... 1 ... ... ... -i .. . .... ... . ..... __ 1 .- ...... ­­ ­­ -_ _.... .­.­.... - ­-:1-- - 4 � : -"-- - i . ­ - . ..­._.._._....._­__.___.__. __...._.­...._.__.. I i I I I I" . . . i . ! i I . I ; ! I � . i . i i ; � � : i : ! ! . ; I 4 ; I I I ; . I � � i I I I r : i I I I i I . . . ; . I I . . ; i - _.+---_ - � . -- ­11 ­_ - , --- � - "...1-1 - i I i . . i i I i a ............ . . I . . . : I : I I . : w . . ; I 3 I . : w i i � I I . i : i I i I . i i r - I i , i I I I I I I __/ I 1� . a . I i I - . . I I : I I- - . . . . . . . . ; : ; a ; i I I . I . . i - . ­7­ . .... I . . . .1 . . . . I .. .... .. ___ -.......- 1-1- __­ - . . _..., I - I- .-_._1___...._,. _... I - - ___ - -­ 4 ... . . .- ­­ - L-! --- - - - -- ­_1 . ­.- .. ..... . __ __ . , i , - . .. _........ . ­­-.1--_ .- _- - ­­ : - � I % ; ' ­­­ " ­­ ­­­ . . . . . . . . . - . - .... ­­­_ .1 . I i* , - ­ - __ - * -, ­ ,-- . I . . : � I � z . : I � . I I I I : L ! z . i . I i . I I . i i i I ; I i i ; i : I I ­___ I - - - - - - - - - ­ - , . . ; . � � I ; . i i : ! ! i � . 7 1 ; � ; i I i i . . I . I I i 7 4 � ___ � _ ,--- � � - I -.1 ­ . - i - _ j I I . c , _ -_ - _ . � 'I ' ­L . � - I __­1 - - " I � - I _ _..... i - - I � - _____ __ -­ _____�___ __ - I ; -1 __ - . . . . i 4 i . a I I � ; I I t : I I . . w , � I I �, V_ . � - . . . . f : . 0 I t � I . i . i I 0io a - . . . i i 11� 1`11� `V. Iq , (,I V) 0� to I 1111q ; m r,� In ] � , ; � IN - __ - - - ­--i. 11) - i ... � .... . r1l IN � .. -f - __ _ I C) to : . co ; _.... -1. .I __ ! ... � .... 1-1 . 1 ,-� t-i -.-. _. .. - ­_ . � (D - - - -- ... . ­­ ­­­.. - - - - - ­ ­­­1 ..... '4'4 , -'_..._f_­_..­ . ...... I I I I ­ - � ... I ... I<_i.11Z.__.. _..­4 w....... . I... - : ! : . . � I ! . I ! ; . . ; I I . -4- to ; Lf') If) 1 In If) ! u) U) � t � Lr) If) i V) u) i ! to u*) � . L0 if) . i . ; 1 C,4 C,4 i IN 04 1 I T (11 041 a c"I N I 4 i m CIIIN : . I � (,I 04 i . N cq . I ; : : i : t ! ; ; , " cq I ! . : . ; I 230L ' i I - - - - - I 1 . I I I i I ; t I I I - 10+00 11+00 12+00 13+00 14+00 CURVE T�,�LE CURVE LENGTH RADIUS CHORD BEARING DELTA C_ 1 50.83 30.00 44.96 N29'23'37"W 97*04'1 3" C- 2 43.42 30.00 39.73 S60*,36'23"W 82*55'47" C- 7 47.12 30.00 42.43 N6,V08'30"E 90*00'00" C_ 8 47.12 30.00 0*00'00" C_ 9 38.76 50.00, 37.80 N41*20'57"E 44!24'55" C_ 10 115.35 55.00 95.34 S03-28'37"W 120'09'36" C_ 11 30.40 55.00 ,30.bi S72-26'09"E ,31-39'56" C- 12 112.32 55.00 93.79 N,33-13'44"E 117-00'18" c- 13 258.06 55.00 78.57 S70'51'30"E 268'49'50" C- 141 38.761 50.00, 37.ffi: S03-03'58"E 1 44�24'55" C- 151 47.121 30.001 42.431 S64!08'30"W 1 90*00'00" �� I C- 22 47.12 30.00 42.43 S25*51'30"E 90'00'00-1 i r- _1 - � ; . r- zz ... _......._._I._....... ... ; I 'o I a . ! . � _k�__. ,w . I tLI_ � I a- I" I �q� ch (o I"! 0) 00 I , im It , � - cn ..-r----- 4m 0; t6 M 0; to 1 i% + to to, m + i - 10 N. 1 "t C4 04 -- tf) t C', C . - , 11 11 .;k - Ili 11 i z: I 4-1- ce - ^ --­ _­ g--j--­­ ......... icm �_ - 0 i; 1, � LL: i� m * LL� 1 !­ : . . i - - - E --- - , , I I I i I i i I --' . .. i,._. - - - .___1­­1­­j I 1-1 I i . __� .... ..1.___.._.a .. I-— -- - . --, $-_ -_ , I- i li��,� � ' Cy1ST1tA; GROUt)D r-F.= 262.5 _• _..;� � � I , J­ ir;,�� Z60.5 I ; � ! . I � i i ; ! I � ..... . . . . . . - .-i .... I ...... � ... ......... ­­­­ . ... - , .. . .­­ __ - _- .. . . . i - __4 j . . I I ' 22-LF­1b'_ RCP 0 1.45%-­­--1 1 � . ! , . , - ­­4 1 ; /7-' i I J : I I I .... ! .... .. . ... ........ � I . � ; I I 11-1 t i __?11 I 1`3 I(OIN IT mW WAS I'm R4 1:101 147 r±11v I I111111 I m rW 1111:11 STRUCTURE NUMBER STATION TOP OF FRAME INVERT (IN) INVERT (OUT) CB #1 18+00.00 259.05 251.60 251.40 CB #2 18+00.00 259.05 - 251.84 CB #3 21+00.00 255.98 251.80 249.00 CB #3A 21+21.14 255.56 248.50(S) 251.20(W) 248.50 CB #4 21+17.29 255.80 - 255.80 CB #5 *5+51.00 253.5 247.40 247.2 CB #61 *7+49.00 1 253.20 246.20 246.00 CB #6A 1_ *9+00.00 1 245.10 1 240.00�_�;40.00* *CONNECT TO EXISTING CATCH BASIN INV. 229.00 * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) I 7 i i I . ___I__I­_ - . - i _j__ , _ I � - - I . -.--. � .1 -, ­___ ­_ , ; I I I I . I , I L ; I i I . I i i I : z � I I . : : I � i I I i I I i . --------_ .. . 1. I.. ­4 I . . ... ..... ....... ... T­......- ... - .. ....... F-I.. � .. . ........ . . j .......... ...­..........1-- .. . ...... ...... V.- , I ­­�­ ­1 .... � .. . ....... i ...... . I ..... .... . ­L.. ­ .. - - �,­­ ­-.4.... -_ � I : I' , ­ I . � I I I I i __­ - ---.--. ; I I ; I i I I i -1---7,- ; i . � I 1 1 i I i I :�z � I - I I I i � i 7 1 i . ; . � i I ! ! i I i : i I ! I . . . - ­­­ ­....­. .--.--.-, ------ �. I ­ I ...... ...... [___._..I._. . , .- . . - � . - - - � I � . - - - . � ; - . i � 4- * L HIGH 'POINT ELEV � = 261.�g L � � i ; A i 0- it," I � . 254 L.F. R" I . HIG POINI &TA = 1.9+C)9 99 & U.015% 1 �� � i i � ,; 1 ; - 1 1 PVI: STA = 15+50.34. i � I ,t'K , t q I \ \ i I . , �_ .....1..___._J.__­..._ _.. __.., I ...- I n � -....��.-,......."..,.-.-,..�.."..-"---.,.,....-. _-.-___.4_-_-- .. 1. I-- I - - ­­......._­. - � . ..... ... _..._...._­­ . LAJ 11 .. . ..... ­­_1_..­.­­ I 1 � : . ,__­F,_­­­ I I ­-­] .... PVI- ELE, 1- 262 I 0 0) � 6 :-V - 01 11 i .q i I I I : 0 I -3.52 I I . I : A.D. =1 I 1 I In i . - .A- I I - _, ��_ -_ ­. -_ __+ a I --- i I - . � , I I I . I i : : 4 'C'4' I . : %w C-4 : i i I I i ' V_ I . i . = 56.75 : ; i ; I � . 1 . ! .f I I I I - . I I i : . . i T � , - : - ­ . t .... ... . . . ._ . . . . . . . . � - - - - - - - - - - .. - . - j­. _j - -- .­­ . ­ - - - �­ ... . ... -....­­ . . . . . . . I . _0 � - - - - - - - - - - __.. ­-­ _L . . . . . . - _­ - ... - _... .... . . ____ , . \ .; I i ; . F - : I w I i j I I i I I 1 j i LOT 14! SANITARY LATERAL I I I I k w it t'T I i I ; I ; I i I 1 .. - I - - ­­ , .... ­_ � + , -A-;.,- [ ---- �_ I 11 1.11 I I : i . k I INVI =250.27 . I . I ! ; I I I � . -- I ' I . � ! i . . . I i I i � I . I 1 i T i SANITARY LATE RAL i i I I 1 i f I i i . I ; Lo _I ..... .... .. . . - I ­ ­_- ­ _ 1.. i --STA.-47+00.00 -- -- -- -- --,--- i I : I , a --I-- : I o ! f . i i T I . . I i i I I . � I ; I I . I . INV. �250.37 � i i I : I -L ; ; I i . 0 06 4m ! 4 � . I � I I I : � I I I . , . , A I c � - : '.. ". I ....... .. L.... � ..... .. _L ..___..__.__.­.. .......... 1_._.__..1 ... ...... ._,__._. __.___L ..... ...... -___...._- -.-.--.... . ..... -- .1- - - - - 1- - I � I � - 11 . ­......- i I f i ­­______, , i i o (o ... . .... j--- - - - � - - ---- V­­ : ; i i i I i z i i : . :. I I t -, _­­ . i 1 i I ! I : ,t _* ej I - ! ; i . w . . : I � - LOTS 4, & 13 1 j i I i r I I I I I I I I I I 1 - i I I i i _ - . , 01 + � io, _ L,.+,L77_,SANITA�Y LATERALS ­4_ . 04 ­ : I � ; . I _­ I ; I � � � - � i �m - 11 11 ! ; I : i I i , - -1- - I I I m I I f , � ...... . ... ...... _.I-.- I ___­._._..... --........-.�-.-..-....--.-,.-.�.-.-�. ]. � . ... ..... .. .. . 1. I - I : , ... ­.= . . _' ­. ..-,.--. __.___4 .... - ­ ..­.­­j,- _­. " -1­­- -1 I - t -- . ­­ � � . I I ; I � a :2 I . i I a , .,� u- - -1 , I I I : V) . . . I I t + I I I 3 7 j r . i I I I . i . : i ! � a i . I . I I I I - - . I . � i - I ... ---..-- --.--.-.- � ................... 11 . . ­_ ... - .1 � - - - - -- ­?..____. ___.___.; --------- ­---------- L ------ -- ---- ------- _....1 " I i t----­----4-----­-- : m i I m I � I ! . i i . i i T I I ----I--- i __ � - __ I- i , i i [ I i ! - - , I a ­-.1-. - i ­ - - -1-1.4 I I . I ____ -----I-- . m ,--= --- - � - � I --t I I ! ; ! a i . I ! i i I : i : i i I I i I I : : . i I i I i I : I I I I I ; . . . t i . : : I-- .._.­.__...___1._.._.. - .. . ........ __ -.1 .... I.......... . ......... j._._._....._-__....! ........... -__..._...._ _...... .... 4-..-. � - i � � I I , -­ - ---- - - 4- ­­ ­­­­ . - .......... .1. 1. - . ..... . . ­1 .......... ! ------- -- I-- - _ .--.. --- _ - . - - - - i ... [_ __ --! ... . ... .--.---- --,-*-!...-..-..........-v�-�..�� , . I i I . . r . I i i I ! i . I A . ; . . . i I m I L I i I I I . I I I . I i I i I t I I I I . 3 I i i � I I : I ­1 ... .... I . i i . I r­ .. I _1 __.1_.__;,_-+ ! . I - if I ; � . ! : i . . : : ; I i . � I I i . I I I I , ; I i ; a � i I 0 : I .._....__.__­___­._... - ­. I ... I...- . ..... ....... .. . � I I . ; : --- I-....- -..-.--.-.-�-...-�--T--.-...--.,-,-,-11",--', ­­..___. ___... ...... _...;........ . . .......... ... � ...... .. � . ..... . �_-___ __... � � .... � .... . .. ­!­­ _.. .. ........­_.._.1­.__.1._­ , �...­. .- ­ ...... !.___...­_­ .... ..... .... ­ ..? .. ..... : I . I i - _-, ; A . i I I ! i I . . m I . i I . . . I . I ; I . I I I t I ; . I : i I I w i i � I I i I , � i r I . I ; . i ! I . . 4 j I I .- i - i ___ i __ - .1 -_ I I I : . : ? - i j i . i I : i I j � : i ! i : . . i I . i . . . � r . . _­­ --...-...- ­­ ..... .. . ..... ­­ ­.. ­ I ............ I I J I t i I I I I : ..... .. ----..�.,-..,....��.....-........�..I .. ... � .. � -- -------- ..... . 1­1 .. ...... . ­­­­ ­ .... m ....._____....._ ..­!­ .. ... - ... - ... .....-I . ...... ­ - ......... ....... .. - . I I I ........ . .... _ .. ......-- f i ! ; . i ; i . , . ! . ; . . : I . I ! i . ! ! I ! . � I I i. I I- ­ - I ; i ! . i ...'" - _.... - -....-..-.-.-...-..-.-'...-[-�'-� ­ I i I I i I I : ! ! i z . . 1_ L- ' m I i F . I I I I - - � - � , � �_ _,-_­_,_._- ­­�_ - I ---I'll--- ­.......: . ­_ - -.-, . 1 . � , , i� . . I ! � � . ! I.Q: to r . t I I i . . ! I ! . . ; i r-') - I � m 1 . I c\j . I ?I) 0 'o to 0 -T,- i - � i . I . jr- ; , 0 f- to . . . . . - "i . . I I . . I . t ! I . ! T : I 01 U, I I 1. . .­..._­;­-- i . ...... ­01RD ----- ------- ­ ---.-. .----..-. ; ....._.....__ r,� ": I I . . ..... L. .I... -,.- � . ........ 1. vi - , _.... -___J._- ►__, - - IN - ___....... ____ 6 _.].__.,� 6 11 ... � 06 0; i i 1c) 1 -1 ...... .... t...._­­ I . ­. I ! 0 . � ; (oco 1 � rp to % ! tD : (cj (o Lo to 1 1:010 (�n_ CD : (oco ; I . I : . . I � ; ('I C.4 1 ! . . . . . -4 C14 ; i f I I � I (NIC4 I N cq i I C-4 C-4 N c,4 z ( (-I C,4 � I - (__ I i 15+00 16+00 17+00 18+00 =±252.4 INV. f ±250.22 1 / w . . . � (n . -A I c� . :� -IV L �� I .. 0 . p c" I IIIIIIIIIIII& U) w 0, oll A V) � .k 4� *\ I / 0A I I� Cli INV.=±251.17 1 50' SI)E YARD \.I .. 1,� 179 I m , __4 I .. . � 1% ��� co , 1 .=±250.0 co .0 F.F.=257.0 0 1 ft '�_�g 0 , c� _n *. " �_ - �D •. I I q a 0 1 m n �z i .. I � \ ROADWAY COORDINATE LIST I DESC. NORTHING EASTING RM1 1.357,903.99 1 657,673.39 RM2 1,357,864.82 1 657,695.45 rEM3 1357,188.57 1657,460.73 357,170.77 657,422.56 RM5 1357,122.83 1657,406.1 6 " R M 6 1 357,084.66 1657,424.66 RM7 1 356,970.35 (657,384.99 RM8 1356,941.97 6557,360.02 RM9 1356,916.21 1 657,434.25 RM 10 1356,953.95 1657,432.22 RM1 1 1 357,068.26 1 657,471.90 RM1 21 357,086.77 1657,510.08 RM171357,134.00 1657,526.47 RM 1 81 357,172.18 1 657,507.97 RM1 9 1357,861.31 1 6557,747.1 65 RM201 357,880.81 1 15557,781.78 I RM21 1 357,862.35 1657,868.08 0 0 _< > L_ r%L_ I SANITARY ..)M. Wr.v% LATERAL -,-I (�01 (SEE NOTE THIS SHEET) I . I ­1 . I � m _< 71 61 9: �01_A 1 " I I� > I I N? � 1 1� �R � STORM SEWER INFORMATION TABLE -40 0 40 80 120 E STRUCTURNUMBER STATION TOP OF FRAME INVERT (IN) INVERT (OUT) CID #15 13+72.50 257.10 - 252.56 252.56 CB #15A 14+91.97 259.99 255.46 255.46 CB #15B 14+91.97 259.99 - 255.78 CB #16 13+33.00 255.66 250.80 250.80 CB #17 12+60.00 254.35 249.24 249.24 . CB #18 35+50.00 258.51 253.65 253.65 . CB #19 35+50.00 258.51 253.95 253.95 CB #19A 33+60.13 260.01 254.60 254.60 CB #20 11+39.00 251.94 247.55(W) 247.50(N) 246.90 CB #21 11+39.00 251.94 247.79 - 247.79 CB #22 10+24.33 250.21 244.60 244.43 M H #23 10+03.51 250.90 1 244.25 244.25 - m I 111111111 mmmr_�_ I SCALE: 1" = 40' NOTES: 1.) SANITARY SEWER LATERALS SHALL EXTEND A MINUMUM OF 10 FEET BEYOND THE STREET LINE. 2.) VERTICAL DATUM IS C.G.S. (N.A.D. 1927) 3.) FOUNDATION DRAINS AND SUMP PUMPS TO BE CONNECTED TO STORM DRAINAGE SYSTEM ON ALL LOTS. INSTALL BACKWATER VALVES WHERE 4.) ROOF LEADERS TO E DRAINED TO GROUND. 5.) SEE DETAILS FOR ALL OTHER UNDERGROUND UTILITIES. i - i i I I i 270 m : i . I . : . : I ; i I I-% , I I I : , . - - ...­­ - ----. -�- - .. - - 4-.... _._._­.­_..1 ____ . q ; It : � ... .... _ . ... . ... .... ­ ---- ----- - - - ­­­ .... . .. 1. ­_- ..-.-- - � - - - - - - - I.... .. _. ­.­ � . ... ... ­ -- - -- ------- ------ --- � .. . ..... --I ­_...4_-___-_ : --- - ---- -, . I i I ­1_111 r t . . .. , - , ! I . i i I . i I I m a 0 1 . i i . (3) 0 . : . I I I I I I . . i i I i : I �- w IN - � . . . . � : I I i I*, vy to i i . . j � I ; . I I . I 1 . I- uj C-4 1 . , .-.,.,-. i ;­....- .... -.--. - . ... ... ­..., -+.....­­ _­ P-, ___ ­ - - ..._...-. - ­ - , - _..._.__.., F .- ­ � .... .. . . . .... . _.... ;. ­ ­_... . I I- + I-) ;in --- ­ I I I i . I L . i ! i . a . 7 . T a . . ! A ,t 04 11 ' ; : I i ; I I 4i -I-- , � . 1 7 . � _ � . ___ __ ­_­ � %4L- -.-.-. . - I ­ L . . I . : I I I I I i ! ; i I : i 4 t I i : . . M �it.4 i . . I i ! ! � ?Z1 m A a j I - -.-..-.-+.---- -­---j-- ­­­ . . ........... � .......... i-I . ...... .. ..... �, ------ -..-.-. - . , . : L ! q . . ; i . : . . i . . I T i . : I • ; I p � . i : ! I 0 0 � i � . 0 r� I . a : i i I I I ­___ . uj 0 00 q Iq '_ __o_ - 4- L . : 0)- I x j - I . ; i . . . ; a- C3 0? It U) . I .* C) . I . i . . . I P 0 0 N N 00 : � I i i : . i I , � I i i a , : .... ... . __-_......!­ . ­ - - I—- .. . . . . ...... ........... � ........ _ � - ... .. I ---- ;.. -, ­ ­ - j _ W! - .. _­ - ­ ­.._..__.1_..._.. - ­ . . +In It It � a- 17 co III Lq C4 , � i� i . : . I ; . i . . . � I I I � . . I ; . ! ; : : ! - cq 0 cc co - i i a T . r w - ; . I t a I m i I : I I 1) N It uj U) ; I . i a i � . ; I, . . : . . I . I I I : I : . -- . � -�L -_ � ! %v;z -1 11 _L,__8__ "t ui 't ,tr ul .,- - . I I ! . � . I + c-4cqN-­-- a ; 7 i a i I It) i I . ! i ; ; ; . A . : j . I : 04 11 I 11 i : I . i I . ; ... ­­m - - q _.... C'4 V) I I i i M o1i LI: >: � � L.- A - 11 a � -J"...- 0 �� 3� ­.1- . � . .. ........ r____.._ _-.1-1- ........ ... I ........ ­1 : - - : 2 --- - -Il- , -_ . , ! i I !--.--- I 1b T . / i i I i . I . i . i t" 2 . i ; . I : I m ! I I I i I 1 259�5 \ - i ; I m 7�tl .;i;�;� I I i .- , � ; i __� I . 260 . ; . - : ) I I I i I � i I . i I : / ; I I i I ! . ; - . i i 11 ­ _- ­' . \1 ­.......'...- .... ___ I..... f, _­ _.­­ ­_­ �___ . . .... --.---..-.. . . _--jLOT #1 F.F.'= �58.0 i : , I � I - i � I I I ; t 11 I . I I m i : I T � i � ; .OgFD . i . i . I I I : . I , , I I . ; - ............... - '_ __­ . I __� i I I � � . A,- * , -,-- ,­­ I j i i i , 1 I I I I G 1. : ; I . . Ie I - - , , i i i I � . I .. -.1--­ --...- � ... ; I , ! A I r m LOT 2 SANITARY LATERAL LOT #1 6 Fi,F.=- 257.0 , L_", , I * i . ..... ___ _'. -,- _ - __ - -- STA. 1 8+50.00- - : I ­j_-__­__ --- - - , - ,- ... ,---. ; I m 4 a . I I i i i I i L1_ I ; I � � INV. =249.58 : i : � I . __1 . � � , j . I � / � ; � r I q m . ... ... - -..--... I I.. - .. ..... .­_­_­.. I ._i­__­­..._. , : T . I _-.1--.1. .-- - .__.__4--­.__1­1.. ­ ,,, . : 75 L.F. 15" RCF 0­-'1;0e %_ ­_­ . ........ .. I i . ­__....- . .... .. I ...... I .. . . ........ _..;_.__­ i. e- I ! � . . : � . . . a . I � ; i / � ; i ? ; : . 1 $ : � a . i I � i T . : : 7 I I I I I I ! . 1 I- , , ­ - ... 1 ;, / L, : I : . : 7 I . I __ , - . � - - -1 ___ - , , .,--A-- I � - - . - ____4_1 I - * - ; i q I . / , CONNECT . I . . I ; . I I I CONN T D fflSfW�G I � . I I . I I . . I 55 LF. 15" RCP @ 0.900.1 _\ � : q I I ; I -1. tr " . ? "I . 1-11, __ -1 . . .... � ... ..... � . ........ _/ J." ­.. ­ WATER ;MAII I - BY OTHERS . I I � /_ p I I I SHEE­ 10) I � , I \ I I A : I 11 (S��_, I -F.- - I _______L�7_���� 1-1 /' � CONNECT T D PROPOSED t � 300 - L.F. -L , ' ' � I I - " � � ­`. COINL.. � IS' RCP ! - O.Bot - CBI (SE-- SHE 10) ____ I , I SLOPE I i I I , . � I : � I I � I ----------I_ -11 I � i I � . - - I - . , -.1 250 - ' I --T----- \: __- A U1 � i i - 254 LF_--m-,7 `t,,q-__---,,--_�_"-------� I i �. - - . li, %11' V.%;,)7* _­__........ i J, __---_-___:.._ � ..... ........... , _� I ------- : __ , I" -11 , � � - : I I - ------ v " . - _ I I I; __ __1 . - ,--- I - i - -INSTALL NEN--MANHOLE_;_1- 7 __ ­7 - -- --j--j-' I . ! , i i : I I : ��\___ LOT 15 SANITARY LATERAL : ; I I I I I ; . . ! \ : � ! 1- � "-- STA. 18+70.00 J. _­­_ --- _.. -­.-­.­!­­- ____­_._­_.___.._.._­. - - _._­._­­­ I i I i L ! W­_" ­ I . ri i CONNECT T -) .. EXISTING .-.--..--. ; : � w i INV. -2 9. � I . ; i I : I - ! � . . ii� I SANITARY � . . i . . z . � i z . . I . . . I i * - -­ i _­ li ; I ----I LO+ 16 SANITARY IATERAU " 1 � . I 0) to I . . i I ; I . I � i I - , i . I __ ...... _ - . ...... I I- . . ; I . ! m I � I i 5 ; : . i i - ; i i . I j to --t : i ! . i INV.. =248.52 11 Ln i i ; . I . - to. 04 04 1 . _­­ _­ - ____ , _' _H 14- 1 I I - - . ! I I _'SA'_N_I"fA' 0-Ti-I-M TER L ' . . ; I f 8 Q` I - . ; m i i . i i I . : . I i . i . . . = . '. . ; STA. 26+00.00 -Z .._: IR ='O R I i ­ _m.__._.._, 1� .. ---.--, ... _.j1_.._­ ____......._._. . - __--___--iP_. ....... -, __ - I- ._._�__ . : I i : ! ­ I I- . I � T ; I . rn z . . I . I -, ___ 1_­_, __­ *1 m 1.31 0 IR E - -I---- - � �. r4z I , if . ! 11 -1 LOT 1 , � I -,I-, - � I ­___,__t____-L - I INV. =248.79 1 T�fw = ! ! I : . I i 1 , I 1 1 1 1 ; i ; ! va I . . f I i : I � I I _L Lt., Z§1 - ­ i I I . i r N --+ .' -4 1 4 Ill 11 0 1 1 _; I 4 I . : I . I ; I , 1 . - . .1-1 - -, .. __ 1 co ! r-- (a < , a � ; 11 I . - I I I 70 . [=_1 - i,:14 i� I I OR. --40 63­ 1 . � i ­!.__.­.._.._ I 00 t" I-, r-: r� ....... . ......... . ........ .. . . .. ­1 --- ------ _ . = . i I ­- --- ­- --- VER.- '" 14" .-..--. ­­.- � .I. . . .... _._11 [_-] .. . ..... . -I.- .. - I I Q') Q) U) :E 7 a ; Ill) to n 0 1 to , . . . . ! . : � N N I c I C-4 (3 17) FT: 0 i I ; I (N 04 1�1 N � I : ; � I I � 240 - - 20+00 21+00 22+00 ­. _ i NOT RELEASED FOR CONSTRUCTION i I i ..... ..... wi­­ PROJ. MANAGER: q r - I _ CHIEF DESIGNER: 1 : FM & ONERL M constatlow Eno i ­.....­ . ... �1 I REVIEWED I BY I DATE 11WIIIII 4 A 92 LI A M'I=f`%E3r% E3fN A r% LA A kIf1UtfL11=0 1�r1KIkIC71'nr1I I*r ngZf%A ­1 ........ ­_­._.__.... __­ I : ! � q z m � I I � ..... . . T .,6,6 - 77 0 if) IN04 � 1 ; I: 19+00 I _" . F___11 I 20' SIDE YARD ' I A. 1 2 ' SI E YARD N { 1 w ` �*, *� � OPEN SPACE o I 0to 1 I TO BE DEEDED TO THE �9 F� N t �, TOWN OF SOUTH WINDSOR u ; �;; ;; T1 AREA = 373,074 S.F. 0 :,, �N - ir ,� o � '�``8.56 AC. I In 7 1 Q x F.F.=260.0 A 10 CID' r Cj ¢ SANITARY SEWER LATERAL } w N / wo �\ rn fl.- ;ul I I 0 r"\ .. - (112) Z O / w '\\ 1.1.`(SEE NOTE\THIS SHEET) TT9 o o_In Ii j - tn II to N 1 n � -H � t�. \ . II A I- Nto L_ Nil '`ram° b 4" N ��of �r 0' R ARD \ � - M M �o - a' I . ±253.96 \ f N co 06 'd ( � `� 11 L -,JhL -�J L 50' FRONT YARD %s' M m N\\ I 11 . 'r 26' 50, FRONT YARD I ^(0, \\ :� N I INV.4f255.0 N \z w °° INV.=t251.16 A%\81 M3 50' �' RM18 /�� to ' 19 IA 000 1 •�Q \_ ---lr ;i 44 1 \\ / \ \ -\ I swlzl, `f - / 15 ^ I 1. o_ 'c�d,Cl ' ! �Q . OSM I I.�� INV.-f253. 4 f,�� 2� �21'� � O ` AC7_' s.Milt170.00 RM4RM17 t , �� \ \ .s 170.00 RM 51.70 1 p ` �cP. • - _ _ - y. .• 9s' INV. N 190'-15"RCP CB 1 22'-15 RC �i� • .0• S=1.3695 ( \ 0 o S 70'51'30" E 32+OQ 33+00 CB16 N 34+00 M 35+00 o� 36+QO ,Sc�/� 37+00 �(c"S..', \ Op' O F _+ o I I to T *� 29 -8 PVC - $=1.06% NIII \ M to met -O 1 uoi L O O M S ROAD S 70'51'30" E SMH #8 I HYD o� N�5.,.=f255.9 AC6 w w w I V 2 .85 S TTi } *� _ 1Q • CWC WATER `^", 4 to INV.=250 80 15„`RCP . lit AIL _ a. ,lSat 00 CB 19A INV. 251.70 �� = 170.00' .. RM5 (� -* � RM12 12t.00' S .00' RM1r� y ' �' IN n'1 , \ �. � . c t a 1 3 1 ~. 0 p 0 M (J) ..� t I ks� A)( '`�. 'wt,,,� LL rN. O f W� i I 5 U v RM11 to I0 00 C.- �! ^ y � \� \ � ` IN u -n to RM6 �_I . to to o INV.=f254.2 k�1 �'•. 0 5 I INV.=f251.28 W �F�` \ � _ '*-, CEM1 W 50' FRONT YARD , 50' F T YARD INV.=f2 .67 S �DA 1.. DRAIN N FOUNDATION #7RAiN. / ::y Ef Fp INV.=t255.2 D w � to N 357030.16 (SEE NOTE THIS SHEET) 0 o w I "' � 7 1 1 P:S * E 657748.73. � �' Qr� to O i.c-y� N S0. O Do 00 (o O Q,ma CO °�� .1j 1 M LO MYARD �, fi ' ,n Q ? N O � p t0 2 F. ? L4 ^ a) o a N N cr F. CEM3 O, z o N o I 01 `- I I? } n �1 Q 261. 0 w O � � L_ L'- _I{ O 06 O I-A�--I-e 0,i v ' N z z L O O OSM10 I.L. N u- `t 26' x L. t- � `�� N C?O, ,ellN -.-SS- p i <� a I I � I /-Z . "� N o N OSM11„ k �y 50'-il , - \ , 11 I�, j,� z STORM SEWER INFORMATION T ION TABLE STORM SEWER INFORMATION TABLE SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE (CONTINUED) SANITARY SEWER INFORMATION TARI_F LOT # STATION I INVERT @ PIPE ( INVERT �-LENGTH ®HOUSE OF PIPE . 1 20+00 248.79 250.48t 85't 2 18+50 249.58 251.27f 85'f 3 17+00 250.37 252.06f 85'f 4 16+40 250.69 252.61 t 96'f 5 13+15 248.73 251.10f 120'f 6 11 +75 246.56 248.25f 85'f 7 10+50 244.62 246.82t 110't 8 34+38 249.69 251.28f 80'f 9 35+40 250.80 252.67f 94'f LOT # I STATION I INVERT IPE I ®INVERT HOUSE I OFNGTH I PI E 10 36+23.5 251.70 253.85t 108't 11 36+23.5 251.70 253.96f 113'f 12 34+25 249.55 251.16f 81'f 13 16+40 250.69 252.61 t 96'f 14 17+20 250.27 251.97f 85'f 15 18+70 249.47 251.17f 85'f 16 20+50 248.52 250.22t 85't 17 *5+27 245.50t 247.27t 88't 18 *6+60 244.60t 246.32f 85't STRUCTURE NUMBERSTATION TOP OF I FRAME INVERT SMH 3 9+94.96 250.88 243.80 SMH #3A 11 +54.98 252.57 246.25 SMH #4 13+15.00 256.13 248.73 SMH #5 16+40.00 261.08 250.69 SMH #6 18+94.35 1 258.49 249.35 SMH #7 21 +48.00 1 256.00f 248.00f SMH #8 36+25.00 8- 251.70 CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING DELTA r- 7 47191 -- fo 00 42 d3 KIPA-AW ZA-C' 1\VT VV -- 1._ an•n AO" - VV -- C- 8 47.12 30.00 42.43 N25'51'30"W 90*00*00" C- 15 47.12 30.00 42.43 S64'08'30"W 90*00,00" C- 16 38.76 50.00 37.80 N48-39'03"W 44'24'55" C- 17 44.42 55.00 43.23 S49'34'55"E 46'16'40" C- 18 125.89 55.00 100.15 N41'42'22"E 131'08'46" C- 19 87.74 55.00 78.73 N69'34'13"W 91'24'25" C- 20 258.06 55.00 78.57 N19'08'30"E 68'49'50" C- 21 38.76 50.00 37.80 N86'56'02"E 44 24'55" C- 22 47.12 30.00 42.43 S25'51'30"E 90'00'00" S RUCTURERE STATION OPFRAOF INVERT (IN) INVERT (OUT) CB # 1 18+00.00 259.05 251.60 251.40 CB #2 18+00.00 259.05 - 251.84 rD AZ hL) mJ 71 I-nn nn 6 1 TVV.VV 7i~r_ no 411)J..7V 7G1 an GJ I.VV 7An nn G-r.7.VV CB #3A 21 +21.14 255.56 248.50 S) 251.20 W 248.50 CB #4 21 +17.29 255.80 - 255.80 CB #5 *5+51.00 253.50 247.40 247.2 CB #6 1 *7+49.00 1 253.20 1 246.20 1 246.00 CB #6A 1 *9+00.00 1 245.10 1 240.00 1 240.00* *CONNECT TO EXISTING CATCH BASIN INV. 229.00 * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) 270 , { i I I 1 I 1 i i E 1 £ ( I I 1 i t i i i : 3 i i i i ; : i : i ..._ , : i ' i •. - __._ ... _._ .__ ... .. _. _.._ .... - .. _. _. ... .... _ _.. _.._ .. ..... .. .._. _._ ... _ _ .. ._. .._ _. .. _ , } -..-_ -..:- .. ;.... ---. - -. ....:._. _.. -.. ._.. :...-......•- -'-- j - - i ; ; : 3 , ; i 1 £ t 1 I i ' I I i t I I I i j I i I } i i I. i _ f :. I i I I 1 W i I ( �i i 1 i i I i I ! i i t 1 i � _ _ I U i ....... - --...._._ i_. _........ _ . _._--1. -- - _. - _. 1 a - -- - - - - s _..:__ .._..__ .-.. _- _....-. _... :. :._ _ _._ , : , I I , i g i i i i I 1-'+ i f.._ 1.. t i I i ; { i I i I ! i I I I i i e-O 1 f I 4 Z ? , M i R w _.. I I _ :Q 1 I _. I 1 i - FF £ ii i 4 x x lCr i t d i I O I ;- i I O Gl t� I ii I to I 1 i r r t 1 I Q Q i i �i , . i I , I - _ I s i ; ! I } I i I O' tij O M M r { , i ! I W r I I too U � In tto In O 11 11 t� l i i ! I M I _ S i i r I MW f i >nN i)N -�kQ ; I - - { t I [ i Ii li II {i iF~ m I- I -{ - j U w i 1 u0 M M I a- ! •. I w ca I i , I : : , I a- r U to - . _.. _. _ _ .... __, __. .__ .. _._ _., __ _._. _. .._ _._ _ _ _ _. _. _ i i I r I Y N to i I d a ;f �I I I : : , o to : ' m co F, h/G I . - . - - -- ..- __.. - --i- . - - - -_ - - M - - I . i i I ! I 1 N I t', U cn t 1 + II II i { i i 1 : ; . I : I __..... _._._ .. _.__..... - _._.......... _ . _ _.... _._ _. - _. _ _ _ ... _ _ _. ._ _._.__.....____...__-__........__.___ _,__ _... _,_ -.._ __. __ _ _.. _ t __ ._ _. .. I •. - } - -- - - -- - - - - - - - - I I ; I I I __ _ £ - - i% I ( �n m - _ I 1 ' £ ; i U H - LOT 10 f-.= 259.5 i i 2 60 i F f I , I] I , I , t .,..-:- t i` I r I I i ! '' `"�' i LC T #9 r F.= 25y.0 I i { I . ; I , , I , . : . --'-' - i _ . I . - T I i 1 , I I i 1 I I , #� I F 1. i.F i i I -.i _ . __.._. , _. _ . ' _. _ l _ -_.-.-.�_-__.__,_.-.--.__ __. + __._ _.._ _ _ _ - £ _ ,.. __ _ - --- _.._,- _... �._. - _. _ f- / I GRIADE J. j i { i i i HIGH 'POINT 256.3 i i _w PRO i I ' i , I , I I I I M i 1 .___._.-__.-_---__.�_-.. . -..._ . _ _- . _ -. ..._ _ ... _ _ _ _ . __ _ . __ _. ... _ _. _. - _ _ . _ _ __ - -•' -- - -.. __ __ _.. - -, - - I I i. _ t ; i _.. I } j - I 1j I i I 22 L.F. 15" CPI 0 1.36% I i _ i 's i , - , ; 1 , 1 i 1 1 , i I : i i I I , 1 i I 1",._.`_i 1 • LOT. #8 I - $j _ _ _ I PROAbRLF - F.. :256.5 I I _-_ ....._..-.---_. __. _..___. _ .., __ __ _ _.. _ _. , , _ ..... 1 1 I � i I � : : I Q�s r ;_ 1 f i I I i , -I i 11 1�" RC I -- I li! 100 L.F.LP. I __- { __ _ ___ - -- _-__ -. __-_.- _ . _ _ _ 1---: _ _ . _ . _,.. J . I---.-----.------!7 I i C` - s - ,� - _�- I I , , 7• i : r_- .17I s I I , i ' r O ' r i 1 v - 1 i I i 1411 CA1.711PIV C V I i i I I I 1 I i I i 1 i 5 i £ i 1 I 1 I { I I i I i �. u I t I1. i i l I ; I I i i ! , 3 i i I , I - 1 1 i 1 1 I I II i ; I £ 4 £ I i i i I I _. _ _ ... _ _ , _.. _. _.. _ _ _ . _. _. _ _ _ - _....-- --_ _. _ ..- _ . -. _. _ _ __ _.. _ _ .... _ _ _ _. ... _. _ ._...__ _ _ .:... ... :... ...i _ _i-_ 1 I I { I I I i t �� T�� I I I 3 1.F t I £ I Q6�; 250 i i i 1 I I I ( { i l _1_ I I # i �'F I \ \ % ,A \ - )�� 6' 16'24" E 12.81' j TOWN LINE \ \ MON. (FND.) N 356945.7678 \, E 658358.8880 OSM17 1111L .,• OSM 1/ \ � � zz \ , I \ y6 �Q��G' ROADWAY COORDINATE LIST \ Off' 5� P \mil � \ SNUMSERE STATION FRAMEF INVERT (IN) INVERT (OUT) CB #15 13+72.50 257.10 252.56 252.56 CB #15A 14+91.97 259.99 255.46 255.46 rD J14 FD V£J j' I JL7 1 A i01 07 I TT.7 I .J / 7rl0 0p LJ.7 ..7J - - 7t:r 7Q GJJ. / V CB #16 13+33.00 255.66 250.80 250.80 CB #17 12+60.00 254.35 249.24 249.24 CB # 18 35+50.00 258.51 253.65 253.65 CB #19 35+50.00 258.51 253.95 253.95 CB #19A 33+60.13 260.01 254.60 254.60 CB #20 1 1 +39.00 251.94 247.55 W) 247.50 N 246.90 CB #21 1 1 +39.00 251.94 247.79 247.79 CB #22 10+24.33 250.21 244.60 244.43 MH #23 10+03.51 250.90 1 244.25 1 244.25 DESC. NORTHING EASTING RM3 1357,188.57 1657,460.73 RM4 1357,170.77 1657,422.56 RM5 1 357,122.83 `657,406.16 R M 6 1357,084.6 6 1657, 424.66 RM7 1356,970.35 1657,334.99 RM 10 1 356,953.95 1657,432.22 RM 1 1 1357,068.26 1657,471.90 RM 12 1 357,086.77 ( 657,510.08 RM 1,31 357,031 .02 1657,670.68 RM 14 1357,006.05 ( 657,699.05 RM 151,357,080.28 1657,724.82 RM 16 1357,078.26 1657,687.07 RM 17 1357,134.00 1657,526.4 7 RM 18 1 357,172.18 1657,507.97 -40 0 40 80 120 SCALE: 1" = 40" NOTES: 1.) SANITARY SEWER LATERALS SHALL EXTEND A MINUMUM OF 10 FEET BEYOND THE STREET LINE. 2.) VERTICAL DATUM IS C.G.S. (N.A.D. 1927) 3.) FOUNDATION DRAINS AND SUMP PUMPS TO BE CONNECTED TO STORM DRAINAGE SYSTEM ON ALL LOTS. INSTALL BACKWATER VALVES WHERE NECESSARY. 4.) ROOF LEADERS TO BE DRAINED TO GROUND. 5.) SEE DETAILS FOR ALL OTHER UNDERGROUND UTILITIES. I I 270 i . - - . ....I.- -:--i - - . - - --...- .---.... ----....! --+ - . --.[ ------ - I i ! I- - i I A i i i - . ------- F - £ I I i i I 1 i I - I T , -- _ -- -'- - -"," . ----- I- ----- ---..._.. .. c _ - - - _. _ ._ _.. I._. __ ' I 1 I I 1 I i i i __ ,., I.».. 3 ! .. ; ; I 1 ' S , i - i I i - ._.. ..__ .__1.._. .. _ .... _ ..__. __.. __-- _ .-_._ _ _ - __ ._._ _.. _ _ _._ ._I-._ i i _ ____ _ __ , I ,I i. -,..-. .-.- ....- - - I .---.,..-...--..-,..-I � I ! 1 i , ! : I --F, : . I ! . I yy I : i I I I i _.. ..__.___.....__._ ___.. .___._.. _.....}.._.. _. .. _.t ....... .___. ._. - _- ... .__ .. .... .... .. _. .... __. .._ . _. -. .... .._._ ._ _ __. ... __ __. .. .__ _. .. _.. ._. _ ... _. .._ _-. ..._ _.. ..... __ _. _._. .. _._. __ __. ._._ -.._ _-.._ -_ _....-_ _-._ ._ _ _ ..._ _ _ _.__ __ - _ _ .___ __ _. _ .. ._ _ __ i I I i . 1ATER i- ; E MA I , , i , . I --,- -I i i 1 ! ; I W j I i I i i ' I - cwc i ; _ -.--.i I I i I I I i I I [ i ; I. ..) ; i I 1 I 1 . (4 �y ' -,--f - --.1--i 1 I : i ; 1 I O' i i . I i i - - _ _ _ _. i _.. - ... ..._..1._.. .._.... I _ _ _ ... ( dd : I I I i LOT 9 SANTAR LTERAL M o r I I I : : { i f , , I i ! i I j i : I t I : : , I I 1 I 1 c re �t;� e.n nn I cvlr% to 1 , ! _ I-.-- L _ _ ... .... -' € , _ i. - -- - I- - __... . -'.-._._._...............:..._...�'-._.. -,._ - •. .._...•-.-.. _._.. .. _......-- �,_..__ - .._.__......._ -_.. _.........-> '__--.....--_c---__:- .._...,.-... _-:_•._--_ -.- "--_,-... - .. ._"_:_. -__ .._..._.>_____,:__..-- _..-v. _ v-,--svavv...:._..__._:...._. _. __ _. .. - ,. ........ .. ...._..--,.. .....:-•.._ ,--- - -- ..._. _.- --- ...,._.--.-..-_....-... - - _-__ - _..__.. __._...- 1#_ _ 1 ____ I IN v=' SQ80 m cbNN 1 I -��� _._ I M` II i , # i i . . , : I i , : i _. . . ... . . ...... i' . _ _ _ - ._.- . _ ........ _ _ _ _ _. .__. _ . . _.-.... ... __ ._._...._ . __.._..T _. _. _ _ _._ _ ..... _. _.. --. .. _ _ _ _.. __ -- _ t __._.__.._.. t.. --.. __ __L._ __._ ____ __.._ __._ a._.-__ _ II i _ _ -- :% i CWC WATER MAIN ;%! ! i ! ! T 12 SANITARY+ LA RAL ! ! _ i ! Lb a �,. £ t I i FRO RED R CK N! _ _ 1 . { M 0 LA E -_. - _. M__ _-_._ _ ___ _ _. _.__.. _ _ _ .... -_,._ __ _ P _ - _ _ _ - _ I STAi 34+ 5.00 - M-lRVI4US--TRE CH':.DAM(TYP) - --•--(-•- _`_ I i T i- I i o o i I - I o toT - INV.; -2 9.55 7 I STA. 36+ 0 SEE DETAIL I -� ~ ! I I ! �' i i M I i ; ; i 1 ........... _......... ' -----. __ ._. __..._ ._ ,_ ...-_...._...._ , I,._._... _ _ _--- __.-. -'._ -._t _ .- - - ._ : ... _ _ .. - _ . _ ..__ .__ -_ .. _ ... --. _- _ .. -. .... . _ _. .... -... _. - _ . - - -._ _ ..... ___ - _.. _... i __. - - - - - - - - - r T I I t I I i I N °..° i i SPIFFY.. 16.0E 16 i l 1 I I I ; . - ._ W , I i S i i I i I �'1 I tR I LU t5 JAIVIIAK LA AL 1 I 1 , +mN I i ( I i I I I E _ i I I I -__ - _�_ _ i __ - i_ tt. _ _ _ _ -._ _ __ - . _ _�._ L- __ _ ; - _ ' i ' _'^ ' I t M N I S`f A 4+48 00 - - i : II II i I i i I I -- I . i I t 1 I I � , INV 249.69 I i i + w.._i� I � # , i L07S 10 & 1 i I I 4 ( i ; 1 , . i : I : i r I ( i 1 : , : , I , _ Z . _. _. _ ... .. . .. .. ... _..__.. _ __ ... ._.... _ .. .._ _ __ __. ._ __. _ ._. _ .__. .. . _._ ._ ... t ._. __ _ - -_ ... ._. ... .. .. .. . ...-. _.._ -._... ...... _. ___ _. ....... ._. .-._. .-_.. ._. ... ._. .. _ ... - _ ..... .... _ .._. .__. .._ ._.... .... __.. ._ __ __ _ __ ..._ _. __ - ._.. _ _ _ ._.. _. .. ._ ._ .._ _- - _ ..... .. _._ _._-_.. ._._,._-._. ._.__. ... ._. _. _.. ._.. -_... _.. _. .. ._ .._ .- __ _ .. _ .. _. _ .... ... L- - -' - - ! I i I I 1� ; 1 1 - - , I I ; i i I I 1 1 1 I to cn ►- - I I i I N { I i { i I £ ! i I I 1 I i i �z 240 , ': LATERALS £ ; [ I i I i • • : i i !S A ITARY TERAL5 i I 1 I i I 1 I + I I 40+00 41 +00 42+00 _ _._ _. _ _ _ - _ .,.. ...._..L__...._._. _ .__ _. - - ... _ _ _. _ _. - _._ ... _. _ -- -a - - ._ ..._ _... - -- - - - - - - - - -- I I : I I I , I £ I I I I. i. I,_... I. t I i i I I i I I 1 1 I I i • i I I '- i 1 ;---- - - - - - 1-- NOT RELEASED FOR CONSTRUCTION I : : I r T I i , s i i . I- i 3 I , i i I L 1 i . • -_ - - .. r.__ .. .... - '- --.._. ....... _ ._. _. .. .- . ..... jj1. • I 7 I , i _ __ ._I _ E __ , _. ! 1{( __ __ _ - I _. _ _ I _ __. C H E F D S i G N E R: a /� _-• I i_......;.,._-_-�-...__:_._.__;_».._.. .r,.........- ;`._-._, _--__. ,�--.,» ,..r ,..:..,.._w__..,,... •,.-i i'""...._,....".'_"r.,.,_._i"`"-",.."'""".,"..._. .,_.-j _,. ._.L._._... ._....,..w..,...,._.. ...-.....,..-.. "."�.,.' -... ".' ""'-_..». L£..... _ .....(,. .....,_..-._ ....I'" _r� vrvm .A' [ 7n _ _ - £ I i I i �� i,- V4i\7 VIV V i i ' ' _i 1 i i REVIEWED BY DATE - - -' -- -' - _. _. _... . _. ._ _. _ _ _. - -' - ...... __ . __ .... --' _ _.. -... _._ _-1 ! _ __.. f i - 146 HARTFORD R i , ; URVEY : I i i i L_-. ! I I I.. i I I I i i i i i - -- Y- cn S I }}} i SITE I {{ 1 �a i i ; 1 I I I I_ I I CTU ._ }djj I : ; I -i , I I I I ; , I 3. .i. , I ; I ' i i STRU RAL 1 I I I i 1 I I i : --�-� - _ ._ - _ -- �; PLAN B , I - - - i I J i d i 1 hl h I �i O tti M r i C O ^- i` •1 _ �'; I O •d� _ Op{ d' I tp: - ? d f rI O ~O u� C i N -I £n �- �' I i i i _... - . -- _ ._ _ _ - _. - ( tr to tri I m - r-. to oo to rn" cD ; n + N • n - = od vi - - «, rA - --trio .. ... } - ai o0 I , a L e •i- Ir� to m to m to to to £ri to £r, to £ tn; to = to o I to v °t�i �o to In �; to tr, ca £c� to i { POND ES.TAH j { c`d I N:N I NN i NN NN h1IN j NN NN NN I NIN , NN N'N NN NN NN N CI _ N 230 31 +00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 - REVISION DATE: f t I -NOR. =40 _ VER. =4 . 240 N/F MELVIN SCHMIDTs Existing CB T.F. = 233.32 Inv. N. = 228.55 Inv. E. = 229.14 J CONNECT TO EXISTING Existing CB CATCH BASIN 4 T.F. = 233.71 pX0 INV. = 229.0 Inv. = 229.94 Q' U° Existing Son. M.H. 4 T,F. = 269.66 Srq. Inv. = 251.02A. y'9� N/F/ ANNA H. TAPER PAVEMENT `�,� S�v HOLLOWELL TO MATCH EXIST )Y END SIT. CURB ��- Eck qN� �istinq Sian. M.H. .,w_ _ tin._ t "'nnn STA. 0+65 -- --�-F �-�,�* Tory ~.., � � C6 #6A ELEV. -M 259.0 ""' *�. 2''�- T.F. = 245.1 Inv. 233.90 p Eki ..� INV. =240.0 N/F VIOLA MCONNECT TO EXISTING x � PULFORD SYSTEM. L E C is N D �4fsa11A,� N/F GERALDINE <t' 2 APPROXIMATE LOCATION PROPOSED MANHOLE CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING DELTA C- 1 50.83 30.00 44.96 N29'23'37W 97*04'13" C- 2 43.42 30.00 39.73 S60'36'23"W 82'55'47" C- 3 56.96 600.00 56.94 S80'38'54"E 526'21 " C- 4 102.71 600.00 102.58 S88'16'19"E 9'48'29" C- 5 159.67 600.00 159.20 S8933'08"E 1914'50" C- 6 150.27 100.00 136.53 N50'07'32"W 86'06'03" RMI 75 4i/ ANTOLINI �'' fit, OF CT. WATER SYSTEM. m PROPOSED CATCH BASIN L.�', � ���� N/F FRANCIS H. & �' T ELIZABETH B. ROWE CB #4 5., R. G.P. "'''�.,� � ten+ 1`''`�-. 4a --•- in" VIV - PROPOSED STORM SEWER T.F. = 255.5 8" SAN - PROPOSED SANITARY SEWER INV. = 252.0 ,�"' �'TA'�`►., o � � - h�� I M -Fes-_ _�-Fa----- F PROPOSED FOUNDATION DRAIN STA. 21 +22.87 Q G-2 CB 3A 3x `�-�`v z�2 CB st6 • �- -as PROPOSED SANITARY SEWER LATERAL RIy2 • +. ' r N T.F. = 255.2 8e, '°�` �*` 5•• ► 0 ^--. Klstinq San. M.H. T.F. = 253.2 I o EXISTING MANHOLE RM�s INV. = 248.5 2s A'Qk T. T'F."="2�. `- ENV. 246 1. -- -- --- a" s� ----�-- EXISTING SANITARY SEWER .4 Inv. = 245.10 ~~1�7 CB #3 INV. 251.2 RM2I 4 �1 a L n°1Sg`-�_SA'Y 6+0 sw �_ sr+�7+® = 246' �• T.F. in 30 UG7 UNDERGROUND TELEPHONE T.F. 256.1� C-3 4g•� R l« "'-�--- ^a -�. sr = in 185� In . = 243.94 W------- PROPOSED WATER MAIN ROADWAY COORDINATE LIST u^ INV. = 249.0 56 LF 15 RCP+■.. ,--�� . �' ��O RM22 *�"'------, Pr sTA.=5f-81 4 ------.._S .= +285 � PROPOSED H D A ..wv. k1^0. 'ulwlf± NOR l 111140 CACTIwlr+ - EAS I nry RM1 ( 357,903.99 1657,673.39 RM 2 1357, 864.82 1 657, 695.45 RM 19 1 357,861.31 1657,747.16 RM20 1357,880.81 1 657,781.78 RM21 1357,862.35 1 657,868.08 RM22 1 357,853.10 1657,924.26 R M 23 1357, 850.01 1658, 02 6.8 0 RM24 1357,851.28 1658,049.77 RM25 1357,854.06 1658,099.81 RM26 1357,766.53 1658,204.59 •�''� .l r_ 0' 4 Cp �r " nn ! STA �, 7+ x .2 Y R N T ,A 50.12' .,:= �^ tsr ar o INV, _= 247.E A s .10 INV. .. 247.2 �, �� �► NOTES: SUBDIVIDER: BITUMINOUS PAVEMENT (1) SANITARY SEWER LATERALS SHALL EXTEND A SEE ROADWAY WIDENING END CURB MINIMUM OF 10 FEET BEYOND THE STREET LINE.-"`"' ASSOCIATES SECTION SHEET 15 A ELEV. M 254.0 (2) VERTICAL DATUM, IS C.C.S. (N.AID, 1927). p/o ,�f�H .�" ,LTG _� B9 109 ROSE LANE E FOUNDATIONS 1NS AN0r AMP -PUMPS TO STORM VIRGINIA BEACH, VA. ,2345' DRAINAGE. a RM-m-ON ALL LOTS. Scale 1°! - 40' TAPER PAVEMENT TO I � PHOXE: (804) 422- 5566 -40 --20 q 40 80 120 MATCH EXIST 260 - 260 �� __ �;---�__, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I END BIT. . . . . .�. , _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I STA. � 0+65 ! ELEV: 259.ki`A `" --tom : �1 _ _ C EXISTING GR. -`_--_ OUND + (i r0 Q - -- _� Y r _._ ,,..---- - -•- --------- �N --- PAVEMENT -- - --_ . -_ R �T �" CQN ECT TO EXISTING . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . ( m -�_`'' ------ - r - __ �� �� - Sl-AiR S E . . C WATER.CO. SYSTEM. . . . . . . . . . . . END BIT. CURB N EMING STREET. 0 EXISTING GROUMD PRCPQSED .GRADE. ;,. ' ELEV. = 254.0 . . { 75 L.F r5"RC EDGE OF PAVEMENT � 1 I AT GUTTER LINE i �� . �o siOPEs i. l ` .. .Inv. �. 251.C}2 ! "'---��.�,;.� '-'------...., � � 1 250 -- �" �"' 250 �� �r2 L.F., �.._. c:w C. warE --_.. ___ ___ 15 1.11 .. Z��� Sl.oPE� R MArN `�� Inv. - 248.15L�1 '- -�--......._...� -�----.....�.,,... �. F ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �--- _..... „' ------ ....x 2vv L 15" RCP 0.5% SLOP I i ,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �r �--~ TM� \ . �\; . . . . . . . . . . . . . . . . . . . . . - i Lt;.- 6" Sari ,. _ _. ^ _ l��p . . . . . . \ . . . . . . . Exists -_1.' Sewer ". jjj !`�CF �� `\x\. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �\� v ��• z �\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��� fi I I �. �� . . . . . . . . . 240 24.0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. �•�` . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�'�� 's... ` �� {I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �fW i` �, ��� ! �` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . `���,: •.. .l. . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . `��.,�j s�p9 �, saw . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `� j . o�,�\� . . . . . . . . . I say ^ �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 230 230 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9+00 �4,0+00 11 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROD. MANAGER: Id 5 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHIEF DESIGNER: 1�,td- F�% & NE1 ,1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVIEWED BY DAl'E consulting engineers BOUNDARY 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 ' FIELD EDIT 203 646-2469 . - GE®METRY PLAN AND PROFILE 220 ORAFnNG POND ES �'.� TES at RED R O CK 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 .,,,� ,,;.,,,,,.... FOR REVISiaN DATE: MANCHESTER 1--84 ASSOC* A 12/28/90 d It5n3 L 10/10/00 2116/91 "' &4/18/97 As6/26/01 DEMING 8: SLATER SOUTH WINDSOR, CT. HOR. i IN. 40 FT. PRnIIF7,T Ft D RK. RATE Zi`.aAILIL» VEIL'. I IN. 4 Fi•. 86-481(27} � -537 9/12/90 SHLL i NU. 1 U STORM SEWER INFORMATION TABLE STRUCTURE NUMBER STATION TOP OF FRAME INVERT (IN) INVERT (OUT) CB # 1 18+00.00 259.05 251.60 251.40 CB #2 18+00.00 259.05 - 251.84 CB #3 21 +00.00 255.98 251.80 249.00 CB #3A 21 +21.14 255.56 248.50(S) 251.20 W 248.50 CB #4 21+17.29 255.80 - 255.80 CB #5 *5+51.00 253.50 247.40 247.2 CB #6 *7+49.00 253.20 246.20 246.00 CB #6A *9+00.00 1 245.10 240.00 240.00* *CONNECT TO EXISTING CATCH BASIN INV. 229.00 * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) O+W SIGHT LINE 0' STORM SFWFR INFORMATION TAR[ F SNUMBER E STATION FRAME TOP OF INVERT (IN) INVERT (OUT) CB # 15 13+72.50 257.10 252.56 252.56 CB # 15A 14+91.97 259.99 255.46 255.46 CB #15B 14+91.97 259.99 - 255.78 CB # 16 13+33.00 255.66 250.80 250.80 CB #17 12+60.00 254.35 249.24 249.24 CB # 18 35+50.00 258.51 253.65 253.65 CB #19 35+50.00 258.51 253.95 253.95 CB #19A 33+60.13 260.01 254.60 254.60 CB #20 11 +39.00 251.94 247.55 W) 247.50 N 246.90 CB #21 11 +39.00 251.94 247.79 247.79 CB #22 10+24.33 250.21 244.60 1 244.43 MH #23 10+03.51 250.90 244.25 1 244.25 'UININOUS CURBING SEE 3EE DETAILS ) INV.=f244.63 i T v o- ,n w r SANITARY SEWER LINE STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE CENTER LINE PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS UPLAND REVIEW AREA CONC. MON. (FDN) IRON PIN (TO BE SET) CONC. MON. (TO BE SET) N A 22 , / \\ W \ 2 ' °�°j Q ry c /�c �lllL AIL Oz N5TT21S� O SJ � OPEN SPACE I N 1 g 0 BE DEEDED TO THE .A \\. TOWN OF SOUTH WINDSOR AREA = 373,074 S.F. \ \ N AC1 = 8.56 AC.AAIL \ \ 20' SID' YARD -H m \ s; \ 'SIDE RD \ y N Q '30 W ao � (�' i 2 .00 _ - 58. 0 '.\ �` V; \N l N 70' 1'30" 28 50 / ---0 M5 T T18 \ \ O SID YA FO �- _"• mZ\ v q `\ \\ \ •"� �� ' 0' S E YA D ' \ AC18 Ir \ I vf :11 Of La 19 N o •. 1� 1 �a 1 , °� Y 07 �\ \ \ 1 -Hss - 1t.: \ \ AIlu �111r �ill� -NILLL a :: _ o AC16 t rn o r, , 1P�� N c, co Iq. T15 \ \ \ t fl " , I'i`�D\` RD c�i/ "' 4 Il�Iin II �.��I I \ ` \ 20' �51` YARD ` `�. \ \1`� \\ \\\� 1�\ �Lltt 1lUL\111t[ Illlt M A T C H L I N E S H E E T 12 NOT RELEASED FOR CONSTRUCTION SANITARY SEWER LATERAL TABLE SANITARY SEWER LATERAL TABLE CONTINUED LOT # STATION INVERT 0 PIPE INVERT 0 HOUSE _ LENGTH OF PIPE LOT ` #� STATION INVERT INVERT 0 PIPE 0 HOUSE L_ LENGTH OF PIPE SANITARY SEWER INFORMATION TABLE INERT C U R V E TABLE STRUCTURE STATION FRAME j-253.85± 1 -I}- 20+00 248.79 IF--249.58 250.48f 251.27f 85 f 85'i I 110 ` 11 -}I- 36+23.5 251.70 251. 00-}I-253.96t 108 f 113'f SMH #3 9+94.96 250.88 243.80 CURVE LENGTH RADIUS CHORD BEARING DELTA 2 18+50 36+23.5 J 1 1-YUU -,� �L0U.,D L7G.Uo:c OD S �.,SMH 1- J'FtLD L'htf.Du I L7 1. 1 om:T-69 01 S SMH 3A 1 1+54.98 252.57 246.25 248.73 C- 1 C- 2 50.83 30.00 44.96 N94•9.-'�7"W a7'(14'1'V" 43.42 30.00 S60'36'5 "E 82'S5'21 #4 13+15.00 256.13 5 13+15 I 248.73P21,51.1ft I 920 f 14 17+-40 20 F0.27 251.97t I 85'f SMH #5 16+40.00 261.08 250.69 C- 3 C- 4 56.96 600.00 56.94 56.94 S80'38'S4"E 5'26'21" 102.71 600.00 102.58 S88'16'19"E 9'48'29" $10 SMH #6 18+94.35 258.49 249.35 600.00 7 10+50 244.62 246.82f 5 ( 16 ( 20+50 248.52 250.22t 85't00 ��8:OOf C- 6 150.27 136.53 N50'07'32"W 86'06'03" 8 34+38 249.69 51.28t 80'f 1 17 * 5+27 245.5Qf 247.27t 88 f I SMH7 36+25.00 258.50t 9 35+40 I 250.80 4-,,', 52.67t ( 94'f f 18 *6+60 I 244.60± 246.32t 1 85'f STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) -40 0 40 80 120 SCALE: 1" = 40' r 0 m MATCH LINE SHEET 11 clrn lZC'UfC'D IKICYNDIN lrlKj YADI C' 7 1'3 20000, N1 0000 8350, F\Tn 1. - - - - -r - LO . 1 1) 1 (J\ STROCTURE NUMBER STATION TOP OF FRAME I'N\VERT (w) INVERi&,fOUT) C13 ;Fl 18+00.00 22M5 2 5'l-,6 0 251.40"N", CB #2`NN, 18+00.00 259.Ug, 251.84 �A��09,�g 255.98 251.80 �.,,249.00 CS, #3A 2 +21�14�r2 -5 248.50 IS) 2 48, \5 0 CB F4\\ 21+17.29 -2,55.80 N%_ -Y-2nA.Ct, CB #5 'k*5+51.00 25.%50 247.�U 1 247.2' CB #6 *7449.00 253�L.�29 246.20 �L 246.00 CB46A I *9+00,�GQ 1 245.16 240.00 *CONNECT TO EXISTING CATCH BASIN INV. 229.00 IN C4 N 7,051 w 350.00 ��OTAL s -H FTJ 4 27 \ ` \ \ \ 8 s RD 8 <ARD T 20' 2(� SL _ C .7 OSM8 ��.^ 1 \ _ \ ILUL IU14 Elul Luc r� 0 \�"A\ C 13 0 0, EARUP V j N. cr_ I x i-�l M r° \ kI k ;�.............:. (� ,( \ \ \\ \ \ \�t`' \ \0 0 NN, ir z < z EL adL -IJL A +1 1 b"N TERLIN t- (SEE SHEET 10) STATION FROM EXISTING DEMING ST�EET CEN '41Tl 2 `�s� `� _ \\ \� r \ v�. "'N U-) \t,4p 1-2 WE INFORM x, STORM SE AT --v. ION TA V E I I i iw I IN \ v I I' ei I STRUCTURE NUMBER STATI ON TOP OF FRAME INVERT (IN) INVERT ( T) 'N CB #15 13+72.50 N 2.57.10 252.56 252.56 C8,#15A 14+91.97 NN' `N259.99 �251.46 C6 #\l 5B 14+91.97 f5i--w - 255.78 CB #1 13+33.00 255.665 250.80 250.8C� CB #171 12+60.00 254.55 '2,\49.24 249.2 CB #18 35+50.00 258.51 25,.65 253.6-%,/ CB #19 35+50.00 258.51 253. -5 253.95 CB #19AI 33+60.13 260.01 254.60\ 254.6G�/ CB #20 11+39.00 251.94 247.55 247.50 N 246.90 CB #21 11 +39.00 251.94 247.79 247.79 CB #22 10+24.33 250.21 244.60 '244.43 WH #23 1\0+03.51 250.90 244.25 1 244,2 ........... b 0 'o 00 0 RON�T\\YA- AV 9 CEM2 rn -0 0 17 to ±253.96 EXISTING THE NE Zo N -7 U) N', -\bL 11L ............. .... ... 41- ... . of PROPOSED TR LIE . . ... 7WI -A It- f,N -.AN, '•( _ \ \ \ \ . ......... �. .... oq , �MIX N\ ..j -. TREELINE EAS M Elsl 1 N 44 IN OSM9 INV.=±2515 N, AlL 170. NN ;e�l 17006 RM' NN,pMj7 RM b `NN tu vj clj c rn Xv \ \' �� ~`, ca \ �I T7 a ul 190'- 1 9"Rfp CB,41 2+00 \33 0 ^,o 3*+oo 5 0 _0 36+00 00 NN S 70*51'30" E 1,♦ NN EN 9-PVC- S=1.0 N', c --- --- ^0 L 12 AU A�, NNS \70'51',30" N, HYD�[A lw.- 5 1 5.9 N. 6 is �-\ - , w TtAj I V1 .-f IV 253- J N. A--. -- - - ff ATro I-- INV.=24 IN\ 'Ith4\ 0, \ ; `� \� \ \\, \�` ` G� \ �� /� ! / •/,, -9-6,U�INY�=250 #19A - - -.-7-0- MO N"N IN 151 12 .00' .00 1 •. i3` \ ` 'N !Ml c;l N-' NN, -j NN 0 ix NN (n ul I-P cn \ 10 STREET TREE ENT 28 CEM1 7.� -"N bi F 1 255.2 .... . . ... ..... IN . .............. ON )) 01- ... . ........ :�- N\ 4- . ....... .... . .. . . . ..... . . .. .............. ..,..........: _ _ �.,\ r -~'t t .. \ N, SANITARY SEWER LINE 't --1 1 1 NT 94 "1-, \A, 000"k\� \'bX "<O:� j "V; Jyl I OD NN--1 o 'N N, In \1 'N z o 04 00 -H N, 3r STORM SEWER LINE IN, mo to ,EMS Lu MON"-WEMENT AREA PROPOSED TREE LINE NN SAN�IY SE WAF LAT L TABLE .... . ...... D TO--THEt . ..... . . '0000� STAn6l NINVERT G;TR( EXISTING TREE LINE LOT # - P -7 I INVERT LEN 0 0 PIPE 0 HOU$E 0. '250.48 1 :E,\. -:t 32 1,63 c '!�Q 00 . .... ... .......... K H WINDSOR SS 10, 24a,79 85 ENTER LINE ca -2T 0 5 f:� 15$± -AC, C7 F"7 1-7 A 2 9.5� 76 2 NN f% [-�if% 7-7 N, %=n f% dm='� A PROPERTYIINF _x 16.06' 25"9 -tl; Z/ 4 16+40 252.61 96 ------------- 5 13+15 248.73,1 2\51.1 O± 120'1 SANITARy 01LITIES --j PROPOSED 30 EDGE OF WATER • 85V± I & STORM25 \11+75 .56 �4 NNN TOWN OF EA.SrkA 6 ol - 0 Iz, SEMEN T--� BUILDING LINE 30, Ew 7 --1�+9-0- 24.62 \\,246.8-)'± 110 '±'\ 3 0' 0 N%T I I 249.6q 1 251.28± JNN, 80'± 01--ftft -, s W NDSOR 8 34� 25. H �113ef7� STONE WALL 9 35+40 "Nj 2,50.80\1 252 .6 7,.± 1 94 NN, N" 275. TOWN WETLANDS ONCREIE .1 e) gV51 --Tl ANlr-iQ N L.0 VVALk (NnDD \AIF ................ w \�j I \ I v Y L- I L. 1 L-j -I SEE y 4- ' ---" J � ))) N <1 L--- ------- ------ ------- - UPLAND REVIEW AREA -p NN 11 N 26*2 1'4/3" E N, -- ------------ / 250 2� BING S `NNN' EJDETAILS SANITARY SINWER LATERAL TABLE (CONTINUED) 'N' --YlON INVERT�253.85t INVERT LENGTH z LOT # iTA 1 0 PIPEOIPu- 108p ± \ 10 36+2 .5 251.70 N� 'N- N"N N, 111 36+2 251.70 253.96± 113'± 0\ L -k-11, 12 34+25 I 249.55 251.16± 81'± -13 (3 N, -42 -i 6+�5-�0.27 0.69 1 252.61± 96'± z N. SANITA ER INFORMATION TAbLE 114 17+20 251.97± 1 85'± " I 15 8+70 1 2*9.47 1 251.17± 1 85'± ...... NNNN. -Iv v 16 ---1- 26tg-O-r-248\52 250.22± 1 -9-5-;-1- �-651 1-7:�: *5+ 245. O± 247.27± 881± 3n,94' 18 *6+60 244.1 1 O± 246.32± 1 85'± :j OSM15 STATION FROM EXISTING EET CENTERLINE (SEE SHEET 10) -,N/F J. 7 AA I uI I STRUC-kURE r- �UMR I STATION) I TOP OF ,- F�AME - - I' IYERT I tMi #3 9+94.9 260.8$ - 24�.80 SMH #3A 11+5 . 8 2 2.5 246.257�, SMH #4 13+1 5-0 26,63. 13 248.73 SMH #5 16+40-Q-0 261 NG5 25069 SMH 4&- --t8+94.35 258.49 2-4q.35-- SMH #7 21+48.00 ---256.(-)O±-- 2 4 8. Ob-l- SMH ?8 36+25.00 258.51 251.70 -11 C U R V E L CUR LENGTH RADIUS CHORD B UR DELTA C- 7 4-f-A2 L 30.0 ---42.431 N64'(08'30"El 9b-OG!.Q0 C----8 47.121 3Q,00 I 42-.45424,N25-51�30V 190-00'00 C- 9 3&7-61 50.001--, 37.801 Wj; -44-24'55" I U=-<Lu 55.uu 9n-&4� �- S03'28'37'W'1 20'09'36" C- 11 3CL-40 55.0-0 --,�,9-01 S7226'09"E 31*39'56" C- 42, 112.32 55-00 9V.79-- N33*13'44"t-11-r-00"18" C- 13 �58.06 55.00 -,-.57 S70-54�ZO"E 268!49'50" --e- 14 38.76 ---50.00 37-80 ---S03*03'58"E 4424'55" C- 15-- 1 47.12 30.0-0 --,42.43 S6e08'30N 90-00'00" 1 C- 16 .76 50.00 37.8- 48'39'03"W 44'24'55" C- 17 44.42' - 55.00 43.23 S49'34'55"E 46*16'40" c- 18 125.89 55.-o Q 100.15 N41*42'22"E 131*08'46" Q'-- 19 F 87.74 55. 8.731 N 9'34'13"W 91'24'25" C- 201 258.06--,, 55.00 78.571 N19'08'30"E 26849'50" C- 211 38.76 '00 37-80 N86*56'02"E 44'24'55" I C- 221 47.12 30. )l o CONC. MON. (FUN) IRON PIN TO BE SET ■ CONC. MON. (TO BE SET) NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: CHIEF DESIGNER: FM & 020MLL Mconmating &w*we REVIEWED BY DATE 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 SURVEY (860) 646-2469 0i SITE STRUCTURAL TnDr)(--%0ADI-II(-% DI AKI 00 NN, oo 0 Q REVISION DATE: FOR 10/30/0 MANCHESTER 1-84 < -40 0 40 80 120 LLJ 0 0 12/14/00 20-' & 11/29/00 0 6/26/01 DEMING & SLATER :It f-% AIN IkJ. ILJ ftli ILADCD DUACE' nA-rC' SCALE: 1 = 40 STORM SEWER INFORMATION TABLE S UMBER TURE STATION OPFRAOF INVERT (IN) INVERT (OUT) CB # 1 18+00.00 259.05 251.60 251.40 CB #2 18+00.00 259.05 - 251.84 CB #3 21 +00.00 255.98 251.80 249.00 CB #3A 21 +21.14 255.56 248.50(S) 251.20(W)i 248.50 CB #4 21 +17.29 255.80 - 255.80 CB #5 *5+51.00 253.50 1 247.40 247.2 CB #6 *7+49.00 253.20 1 246.20 _ 246.00 CB #6A *9+00.00 245.10 1 240.00 240.00* *CONNECT TO EXISTING CATCH BASIN INV. 229.00 * STATION FROM EXISTING DEMING STREET CENTERLINE (SEE SHEET 10) STORM SEWER INFORMATION TABLE STRUCTURE NUMBER STATION TOP OF FRAME INVERT (IN) INVERT (OUT) CB #15 13+72.50 257.10 252.56 252.56 CB #15A 14+91.97 259.99 255.46 255.46 CB #15B 14+91.97 259.99 - 255.78 CB #16 13+33.00 255.66 1 250.80 250.80 CB #17 12+60.00 254.35 249.24 249.24 CB # 18 35+50.00 258.51 253.65 253.65 CB # 19 35+50.00 258.51 253.95 253.95 CB #19A 33+60.13 260.01 254.60 254.60 CB #20 11 +39.00 251.94 247.55(W) 247.50 N 246.90 CB #21 11 +39.00 251.94 247.79 247.79 CB #22 10+24.33 250.21 244.60 244.43 MH #23 10+03.51 250.90 244.25 244.25 0+00 7+00 r 2+0F0 �-- I ` w o w �00 1 „rce #6 W,1`G 5�� LEGENIC SF -------------- ------------- U 07 M A T C H L I N E S H E E T 14 NOT RELEASED FOR CONSTRUCTION SILT FENCE DRAINGE AREA SANITARY SEWER LINE STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE CENTER LINE PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS UPLAND REVIEW AREA CONC. MON. (FDN) IRVIV PIIV ( I V BE SE 1 ) CONC. MON. (TO BE SET) -40 0 40 80 120 SCALE: 1" = 40' M A T C H L I N E S H E E T 13 �� - C`T^r%&A G•C1{fr*Gf lklf-^ \\i.AT1A►1 TAf]I 1-• \ L � i` :1 • I �. R` ' l4 \ S \. \ A% r. - � \ ! \ ` r1 J 1 VIC SEWER INI VICM f IVIV 1ABLE ' � `\ \ \ � I I •,._.,_ - \ \\ - = \ \ � �` i - ` iJ ,� STRUCTURE NUMBER STATION TOP OF FRAME INERT (IN) INVER UT) CB 18+00.00 2514 25'I\60 251.40 CB #2 \ 18+00.00 259. 0 6., - 251.84 C OO.QQ 255.98 251.8 C� #3A 21 +21.14 2 5 �--, f ` 248.500 W 24$\50 CB 21 + 17.29 55.80 `- 25 . tA, CB #5 \ *5+51.00 25 50 247. 247.2 CB #6 * 49.00 253 246.20 246.0 CB` 6A *9+00. 245.10 240.00 Q.00* *LONNECT TO EXISTING CATCH BASIN INV. 229.00 .\ � \. � \�, \ I\,�) IT4 \ \ \ \ -. \ . \ \ \j p I \ \� `` ` '�."� j i •, \ ``.,� \ \\ \,\• \\ `•\ \ •\` Cap t ` ' Ys, v t t.y ` Vv ! i V �t� \ \ rlj Ul t \ \ 1f 1 f (� --- -- `\ \ �S�\ \\\ ` 4t ti t ` \\ � 1 \ \ \ / \ cI \ \ �- Ji tO" 0 ..' -� \ DRA`tNAG ARE A\ 15B \ \ \'7 \\ \ t\ \ 11 � ' ow AC14 ,1, AL -1'[ L 11L ,1llL 1111E \ \- c \ 1 \� fc i / 1-1 I\\J frr N-- - -\, 1% \\ I . \ \ \ 10 1\ \ I c -\ OD ID ",, - Cl 3 / 0 1 11 F `� I iii::. ::,` tt: 1 f t Ylc ,\ i 1 \\ \� d- \ \ \ .-�► f \ t\\ \ } 4 i - i � \� , I : \ 1 �s \ \ \ \ \;e` \kk \X9` _Vi1L Vitt '�1 Si�IL �lilL ,LI` C 11iIL \ . \ \\ \ \ 1 \ \ \ * STATION FROM EXISTING DEMING ST�EET CENTERLIN ` (SEE SHEET 10) ` \ \ \ \` \ �v l �I ` { F ;1: \ \ ` \ 1 1\ \ \ \r \ \ \ , \ TT i 2 asp I . 1 \ \ � f STORM SEWER INF RMATION TA \ � � ` � `\,\\\ \ ui E :: :i \ , `t� / I � \ \ \ \ \� \ \ AC1 � \ \ NUMBER STRUCTURE STATION` TOP OF INVERT (IN)\ INVERT ( T) CB #15 13+72.50\ 257.10 252.56 �52.56 C13 #15A 14+91.97 \259.99 55� 46 2,55.4 CB 15B 14+91.97 .,q9 - 255.78 CB #1 13+33.00 255.66 -, 250.80 250.8 CB #17 12+60.00 254.35 49.24 249.2 CB #18 35+50.00 258.51 253.65 253.E CB # 19 35+5Q.00 258.5 i 253. 5 253.95 CB #19A 33+60.13 260.01 254.E 254.E CB #20 11 +39.00 251.94 247'55(W) 247.50 N 246.9Q CB #21 1 11 +39.00 251.94 247.79 247.79 CB #22 0+24.33 250.21 244.60 '2\44.43 MH #23 1`0+03.51 250.90 244.25 244,.2 I - - " \ \ if ,.! --;- R �-.- . . .. . I � I � \ - . \ 1-1� "" \ \--�' " \ \� . . .. " � - \ r 6 \ 1 ('� ` \ 1 `.\ ''" ,� ,••fJ\ : .:•..i ( `\ \` . \ \ `` \ j� \ � \ \\\\ \ ` i : �• \`\. �\ T 1 \ AC ! .,It \\ •,,.,I:; ,dI .,, ,A211- ,Ihz \ \ \ -.. , \ DRAIN Get 16 ) \ l \\ `\`\ �k5� \ \ \ O 1 %\\. \�\"��.\ \ .�.. ,\�, "" -< \\\- \ --A-�m'CI-� - 'I)- t4 1 \ \ ', r \ OPEN SPACE ` ! I \ \ C • ( , N' \ \ r ( 1 c , ` } .'? \� \ DRAINAGE AREA 18 \, - TO BE DEEDED TO THE \ \ \ \ \\ } i :.. \ \ I \ \ s`\ \ TOWN OF SOUTH 1MNDSOR \%N\ t \ /"� , ' '\ 44 \. # .::..::....:..::. :::.:.:.: \ �' , F \\ 1>t1t AREA 373,074 S.F. \ S o6.16 4" E r�ii 1 i { / I`; A \ L.• I \ \ \ \` \ \ /� } = 8.56 AC. p , I i� \ i` \ \ \\ \ \ i\ �. \ 9 \ \ h' \ `� \ \ \ \ CEM2 \ f \ DRAINAGE AREA 15 2�7f ' / \ • \ , ``� ` \ \ I ,� -- -• ti \ ` \ \ \` \ \ OM17 \ \ 1 , F - 11 \� } i \ ! I /, \ •� \` \ { I 1\\ ( \\ \\, \ 11 L ' `, 1111E Idu 1111G 1111L j - OSMT :.... ;:.:' HAYBALES TYP. { -:. : . ^� t tt INV.- -�- \ - j r\ \ SEE DETAILS \ i " \' ° \ i. ":::' :::..:: is :: F! \ \ i , l ,- �. "1 ' .0� u r. 3 \ `. I � � ,� 1. ��`\� i \ � t • Its �� :.. - .; \ s silly I RM4\ :. •:...:::.;,;..;:. ...': `RMi.7.....:.....• ...:...:.......• .... ,..;' \.. :..R}�. \ r: f \, _ ` \ 6 \ c .;.. �,\1\-11N \-�---:-,1.--I "I_'\\--L�� ---1---!-'--�I'��\ -:-'�-� . --1I=I -1 ' 4I -\y-- I - T-o* -.--o---v-. �- q , .-•..;.... ...�... ..n.. _ '�c}Z\ Q a -- / ,' ,, �i'---k,- r test jj .•• t . • . '\\ I .. - .9 `� \ .. �ri6. � f �5 \P \ ✓� � n \ 3 fi00✓ sa 4 st70 :••-:: ;::-• 36+d(7 .� 3 0 \ \ \ \\ \` \ \ \ 1 . I . .. \ . N .... t O 1 t \ DRAINAGE AREA 21 + I I - - \ 2 /, ` \ \ ` S - �' / J r. `.- \ . .'. } \ :. \ _ >: v 1 . \ 5•- 7.0.5�-3F�- CB_ .. .. .. .'.- ;.". '-�-: �:;:.;;� �;: :1A.:'1:�. -1 z:'..i:: :�::.-;-'�t.*.:.I'--,::'-:-4`.: :. ��m-:-��,-...� ...::'...-.:.;.:4.:.!-.e::;...�!�. ..'.:,--.-.�-.-.'�..-�:..�":.�,,...'.,.::4." :7":.� ...,I.t.:-1 i- ... .. ... :.... I 9.. -. ,.� � •. � _ � . _ `\ tltstl _ ill , '.,.-.- �----�:.... 1'.'..-.:;..-:- . :.'�, :.: t \ // �II\.,-.'�-' -\ \ 1-1 \" -1 ''\I_-1, - �-'I*--l, ---_\,\--� --\ ---��\ 1-.1.1 I0-. ) C- /I /,--- ----,,.- . -.. *.� -.--%--.--"-1'-�.. ��:,-.:: -I-- : , :.*..:\...::. :.:\-1:: - - �-.- .�<\ ..LZ\.\...- ....-v"-.I....,..:.........L\� .--�./.:-...I ..�.:::.,'. :.. :.:\..::.,:.:. ....-::; A...'.... . �.: ..:.-''.-': : �;''.::-:L - ;.......-:.... .-,.:'-.-. - �.­1. ..-�:..- :0.-�-..0".-, .,-:.-:':-. --*:.:- '.."-I -.:.:,.::- ;.. :.L::.-w., :.:. .-�.F...:'�.1..-f..'.. '-..\�.�.,. . .....L,.. ..'...-..,.. .. �. .:::.- -':. ".- -I.- . \ a , r _ _ : _ t.. , - \ \ :.. \\ ti \.. ,�.••. \.. t i k \• �J {I • �- . ... - \. F :.:..; ... i6t\ _ \ \ \ \ \ ,. / _ _ \ -' •'•' ••• •- _ ._ ' 1 ,,[� ;;:. . "'-•� - 4 .. i._ r _ ._ _ _ _ -.. _ (� _- _ _ _.- _._.- �... \ ` - _ / `\ \ : r.. . � � _ � .. ;. Sa...... _ ._ _.._._ __.... -- _.._ - - -_ , - \ f1. :.•::- \, �`, 1 \, __ \ - - N ::?f �, -- \ :.:. \ y ... `\ f \ \ ..... ... ....- � - - fn ( P.t ...............`5 ::;. ? <:..:..' :. : ..:.:;.. \ _ -:_:_ _._. \\\ • _.. _ -_ - _. f_. L _ . _ ._.. ' . _... -. . ___:..._ : t` \ --.. __._._ \\ \ \ \\ \ ` / \ ::.#�••••:• + ,_ 1�\ EM3' % X I \ t \•.. ..it \ \ ��I\ '\-1-\1 '\N �\' I 1\\ \\ I \�oIv ':\;"�\ \ \, \ \ \ 1\�I \ I\ A '\\ I I� , '"�,-, -)"i)/ I- -� I , �'o\R -' '/ I\\.� \-1,\ "IAJ'�"-"*I- .1��.l-.'w i.1 ...-..-.I- : '.:. :.or-.l:*.,rzZ.Iy " <� :-:�.,'.-*�.',:. j-I --.--'.. *: ..,:., -I --- --.1-. ,� ..17.1. ,-- -\I N--�-, '"-." -.�-..--"1\-,--- *I'\,-"k--',--I--'11---,-- 1'-. /-1--I - I�'� . 7-)'.;%-;- ,-'�- � -------'.-�--,\-- - --- -., I- -1..-.-)-k- -1.. A. I--1. 1-�I 01�-Q 1ull?r A \)\ 1. \' t h - .. i {x, _ E. • :a :; , :•:1 ��' `\ `', \ ••-�, ._ . _.... _ AREA 1 . - ______ _ . __ ... _ _ .'k _. _.. i -.. \ _ . , \ ' \ _/ I \ /J tt ( t .-. - - 4 '\ Lf_ I , ...... ..... I 26 \ ::: ��` \ �04'2 ^/ \ `\ i .. .. ....: ,. ....:....: . j. c� 1 ........ . .. •.................. . f \\ I1 .. .... ' d 1 t 1 % DRAINAGE 22 ;..• :.•........I ..; :.... ;'\ �\�\\ \ �\ \ ) .. - .. _ _. __ _. \ / :::• . \ t \ . Y \ , ,. M , \ �"1 \ .... \ ..:: : \.�. \ \ f ,lam \ \ \ \ ` { \, \ \ \ R u RM4Q \ \\ �` / iy \\\ I \ \ a �s \ \ �� \ \ \ -I �P.� , \\ LEGEND •: q I \ \ \ \ �� •,\ \ \\ \ \ / \: _ - .� `.- -' - 2'- - �.9...gti N�5 I \ \°t\ SF \ SILT FENCE �, \ \ I.,� - "l? >-� ,,�, p / `•\---------�.-- DRAINGE AREA \ \ \ ( l \ \` \ n ,� -. SANITARY SEWER L IN " .... \ 1 \ \ r 'I �i \ \ � _ / i �------ M R INE•\ /�\ \ .; /~ \ `y' i �� � �� \ cSTOR SEWE L r \� \ .. t `ti -. 1 \ \ \ \-\ t \ f .' . .. •• :. 1 IEM5 -: •:i` -' - - -c c:_ - _z G - r J� IG_ i I '/ t /•'� %'`\ "� \ , \ \ \ \ r' \ \� 1 --- • : ~:;:.:: .��?5 .::-. I -1 \\ _ - NS� ;.r \ - ' F` /J \ ' l W Y W Y YY l \ �C0 VATION_MENT AREA . PROPOSED TREE LINE ,q ��I II"i j �, ?5\ \ \(r \ \ /�° e�- �- /_ - f� ry�W1 EXISTING TREE LINE \ r I I -�: - - - - , -- -- _. _ --- 0 - -- - - - - - \\ ` �. \-� / :<::::.', : .. \ `� asM�i -_ .\�A -f r I S.F. �` -... -- .1 `- \ CENTER LINE \ \ \ o f t _. - - - - - _ _ \ \ \ \ \ n ..'..; _ . _:-: DRAINAGE AREA 2n _ _: -76` - -- - PROPERTY LINE \ \ \ - - �```�- r _ -•-,• - �� - r I �1\'I\' "�p�' - x\ \ \ \\'�'�""," \'1\�I'�-\II�-1 � fk. - -;z \ \1 '�)�# \I"� '----�I ­�_--,l-l1\1- ",1-� W..-'R�-"t'�1�D�1��kE*-1�-7"---6M-'�-1 '-""- �\_.. \ \ \ \ \ -1 ,�r - - --- - oPo I)f __ _ �~-, �\N '-� * \ _-' EDGE OF WATER \ \ -- SANtT p 3 0 liTiES "�\. --G •--/ - \ 13 4""-" - --,- '� \. \ \ \ \ --` - - _ '-- .: ARY STORM _ EASEMEN �� - , "� 2� --. . ._W#t"S \. \ \ o -j- - .{ ---� :TOWN-o --Sov __ . -- - P, i BUILDING LINE \ ^Ru \\. \` \ \ Q 1 \ �� S 63.3g TFt NOSOR l \ \ \ "\-_-------/'l�v� \ U\ I \ , o N - '.` . _ ---_f Tom' . s".i-- - > \ `'_ _ \ , . \. �-s� b- -�.- 3r�r Fi) , j \ , \ , cT(li\iC 1A�n l 1 -� -1'\I\--, 1. 103�\."'1'��' \I--�' I .-""-�' - '�--"�"',�l'I'------1" '-�-'*-'-1 . \\ ,� C-�)LtLJ \;�� - -�� -,.4, A- '--- --',� \ \ \\ \ \\ � �`" \ �"�- ---r. f� i3.,3 -�- i ✓ �� 2lr. j`// \ \ \ \'j i \ - / f of vLYYr\LL \ l \ \_ _ / ` :_-- \' \ �• \. \ \ -\ \ �o�P ... ~-, _-. ' `"-,7---7._:._ 27sz1� o `'Z --•-z - --, ��;'i/ \ -)'\, �' �/ / -TOWN WETLANDS '\ \ \ \ \ ,h�' \ if = Y ' - I - --"-. :z- =_ ,�- -�"---,- CORP. WETLANDS -- - �'\ C - \ \` /,o� 1 - �. ��1, ,- v - �--- -_ ' ` \ `\ \ ' UPLAND REVIEW AREA - _ - '-� \ 1 \ \ N •\�J . .. _ - .. - . __. .. L _ _ I ... 9 «r - _ _ _ - � _ 4 f , -^-,, A , t \ } / \ `•, \ \ \ \ \` / _ ..- [,--•,-,F o CONC MON (D ) ``�, 1 `..,p� N r. ___.. _-_....__ . ...r. _s -.--. �4 - - __ :. - r_ y _. __. .. ___..__ .. _ ..-: . ..:.�,.,,. --:---�;..---- ✓7.'1.2_.. .. \` •, /- \ \. �, F N \ \ \ ,\ \ ___.. ____ ,._-.-__'-:'- ,_.- __✓ \ • IRON PIN (TO BE SET) II . // \ ` ..xi-.... _.____ .-__ .... .j-_..'1 _. .Z J._ j.. j - .r c e ...__.-. -._ .-_ -- I \ \ ■ CONC MON (0 BE SET) - �. _ \ - - _ _-E :.,_._ -,-'1�, 1:I - I ... - L '� . � 1m1.I l-:�'---�'. %Ir- -_ .. _._ �� � z�, -\------'----`--eg7` NOT RELEASED FOR CONSTRUCTION __ j` --" ;� -11 � I--1--1-1 -.,",.,"..1�a"-. I -:- ---- % 1I'� \- � �'-<'/,"'�U"-'�--'\. I4 - lf-�'1I ". l -I,- -,. - �- -- -. .\---- ?','-i1, ,' -l--..---. --7-I: , - �---... \ STOCKPILE AR (TYP.) 1 z \ �.: h t u i ! ff r- �k�' \ `~�1�� PROJ. MANAGER: - - \ SEE ETAII.S \ \ \ )' / f / / / \ `\ �'' � I o =' ;-t''`_1 _,f;1;j { �, �1 �/ i "'� CHIEF DE _�/�\� FM " -'[ �■ ! SIGNER: \ z. \ `\ \ n3i / 1_ - / v/ J /Ln�r J ; QEyIEwEn F2Y neTE ZI� 146 NARTFORD RO �.. • "\ SURVEY AD,8M0 ANCHE \ Z \ 1../ 42~' ) .. .w \ '� 1 r ` �4 °w - - " - - f \ a SITE s�> HL IN �� 1 / / , '\,� ^ STRUCTURAL .1 I () R°\ \ DM,4_� �:;.\ ",l f l tom'-y:�� j \_ /� o CONSERVATION F \ _�- \ \`\� S 66 E 3n-94' -_ r- - -- % � � ,- co 3POND ESTA TES at -h `` -- N/F' J M ---\ \ `�G` "�\"" e �--�� -\ .._ \ -- ? �/ f,} co REVISION DATE: -� JAcQUSz� \ ` _•--- / /� -- 4s -�`Y __ ` ` `�- -' �'1�' 8,& 10/30/00 ©12/14/00 © MANCHESTER 1-84 / 1\\ x- f \ o -- �- \ "\ c _ / ; -40 \ 0 40 80 120 w O Q 2 ©11/29/00 0 6/26/01 ® DEMING & SLATER SCALE: 1" = 40' w DATUM: H: V: JOB NUMBER PHASE DATE SCALE: 1 =40 96--481 A10 922 SEPT. 2000 S H E w � - EDGE OF PAVEMENT o SIDEWALK I Lr w is i I PROVIDE ALTERNATE "PULLOFF" 15' MIN. AREA IF DRIVEWAY GRADE IS GREATER THAN 107- I 10' 10' 159' GRADE 10'MIN TRANSITION MAX NOTES: 1. REFER TO TYPICAL ROADWAY SECTION FOR GRADE RELATIONSHIP BETWEEN R.O.Wr LINE AND GUTTER LINE. R.O.W. 2. MAX. GRADE OF 15,7 STARTING 70'-D" BEYOND TOWN R.O.W. LINE. MAX SLOPE--- 59 - 10, 10' TRANSmON 15Z MAX 2- 1 HAN" o o o o o STOLRNE MANHOLE oho❑ova Cl O ❑ ❑ ❑ ❑ O ❑ A /►��0 �\ A SECTION B-B SECTION A -A SAG CURVE IN DRIVE CAST IRON FRAME CAST IRON COVER NOTE- FOR REPLACEMENT DRIVEWAY, PAVEMENT MUST HAVE A I" STAR_ESS STEEL SOCKET LIP OR POS17VE DRAINAGE TO ROAD. CUM DRILL & CUurTUME 1/2' DEEP FOR HEAD CAP SCREW - 1/2'- 13 [� NOTES: I/2' SOCKET HEAD CAP SCREW. (2 PLACES IN COVER) THD, x 1 1/2' LIM 2 REOUDZED LOCATED 180 DEG APART. 0 1. THE LOWER SURFACE OF THE COVER z• wo AND THE CORRESPONDING UPPER SURFACE w SIDEWAL OF THE FRAME SHALL BE MACHINE �� ? 10 10' FINISHED TO PROVIDE A SMOOTH FLAT �T F2t� s J GUTTER TRANSITION CONTACT OR FIT, WITHOUT ANY TENDENCY cam FOR THE COVER TO ROCK OR RATTLE. U MAX SLOPE �T v,o 9. SANITARY SFWFR MANHnI FS SMAl I RF ... -. .... r. •.. • ..-r.-.. ...... ...---- -..r .- _ DRILL & TAP HALES IN FR4W Fist _ N Tren 1 Lrerc m cc yr w y� a.r TIPTAP of EQUIPPED WITH VENT HOLE IN CENTER. FROx COUfm HOIEs IN COVER (IN TWO PLACES) IN 15% MAX I FRAME AND MANHOLE LOCKING COVER CREST CURVE IN DRIVE PAVEMENT GRASS S12EN IALJDRIVEV_A QETA11, FINISHED GRADE __�- -i I I-III-1 l I -III• nrr 1.��i+ _ r DI1. UVINv . I I -I I f-III-i I I-i I I- TOP SOIL �1-1 r TTr-'TIT-rTTr-'I BASE WARNING TAPE - MIN. 12" MAX. 24 "ABOVE PIPE 5.0' 7. I I' SUBBASE 2.0 60.0' II: SAND BACK FILL OR 4" TOPSOIL & SEEDAPPROVED PREVIOUS 1---ROAD 3'-6 MIN. MATERIAL FINISH BIT. CONC.BITr CONK. BINDER 1 ABRIC RLAP 1>1) FILTER FBOTH BASE °o°c0° 6' 00 6" MIN. WAY o°° (SEE NOTE) TYPE "K2" BIT. CURB NOTES: 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1 d4. FORM 814 A _l77ITUINOUS C TAIL BIT. CURB Rl 15, VA ES oo°° 1 J0000 6" MIN. P.V.C. III- °°° °°°°° TIR PERFORATED PIPE 1=I I =ji -I I1=1i HOLES DOWN NOTE: 3/4" STONE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEC' AND AOS OF 0.43 mm TO 0.22mm AND SHALL MEET AASHTO M288-96. UNIQEIN DETAIL ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED aP 0. s s'o R.O. W. VARIES ` 4' 6' \4 4 T 84W OF w ITUTAINOUS CUR81MG TOOLED JOINTS WITH 1/2" PREFORMED mM ®� EXPANSION JOINT MTL o 1/4" RADIUS TOOL 1 ' N i RIGHT OF WAY EXPANSION JOINT AT BACK OF CURB WIDTH VARIES AND AT SIDEWALK LINE EXPANSION JOINT AT BACK OF CURB AND AT SIDEWALK LINE. E STREET LINE R.O.W. QInMA/AI I! FF JUL-vvm (\ SLOPE NOT TO EXCEED 1: 12 1GRASS ILIA/ GRASS VARIES -�-- 4' -- MEET TOP OF CURB, OR EDGE OF 6" ..- 6" 3' MIN. BITUMINOUS CURB LINE Y-4" MAX PAVEMENT IF NO CURB EXISTS 1 /4"• 1 ' 3: l MAX. 1 2': 1, RESIDENTIAL BIT. CURB !?O.w . .. t"v"riw.rTiirC �viJrnere �vriwm; i T.O. C. 4" TOPSOIL & SEED MATCH EXSISTING 4" TOPSOIL & SEED GROUND 8" PROCESSED OR BANK RUN GRAVEL MEET GRADA77ON OF M2.06 GRADING B BITUMINOUS CURB TYP. 5" CONK. SIDEWALK OR M5.01 (BOTH SIDES) FINISHED PAVEMENT LEVEL (8" CONC. AT DRIVES WITH 6'x6'x10/10 NJIREMESH) SURFACE SHALL BE TEXTURED AND NON -SLIP. IPCALSIDEWALK DETAIL CONCRETF, K HANDICAP RAMP DRAINAGE DESIGN IN THE VICINITY OF RAMPS SHALL BE AN INTEGRAL PART OF THE RAMP DESIGN. NO DRAINAGE STRUCTURE SHALL BE PLACED WITHIN THE LIMITS OF THE RAMP. SOUTH WINDSOR STANDARDD FRAME AND COVER ADJUST FRAME TO FIN. WITH CONC. BRICK - (6" TO 12" MAX.) STANDARD STEPS (SEE MISCELLANEOUS -­­_1 DETAIL)-� ALL JOINTS TO BE POINTED FLUSH AND FULL PRE CAST CONCRETE OR CONCRETE MASONRY UNIT 8" 4' Rm FINISHED GRADE CONCRETE OR BRRICK VZA INVERT. 6" O 1 ;q 6'' OF CRUSHED` STONE 6'-4" DOA. NOTES, 1. MINIMUM COVER OVER TOP OF PIPE SHALL BE 2'-0', 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING, 3, WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS, INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS, 11 'ER MAIN LINE STANDARD PL TRENCH EML., 12' 12' 1017 PIPE, AS SPECIFIED \-STANDARD BEND, SIZE AS REQUIRED -STANDARD WYE, SIZE AS REQUIRED WE PLAN 24'x4'xOOD 1/4'SS EELWITH CAP ,--EXISTING GRADE 3' MIN, SAND BLANKET WARNING TAPE °oo MAC':' oo°o �' R o o.0 $°80. 0 0 °o° °°° oo0°0°°8.°00 ° °o°°000°O'o o°o 000° ° o 6• 25 LA 0o W J 0 0° °000 °°° 0o0 °o°Oo° W ° ° ° °000o W NOTES: ° 3/4' BROKEN TRAPROCK W 1, FOR TRENCH REQUIREMENTS, SEE TYPICAL TRENCH SECTIONS DETAIL & SPECIFICATIONS. PROFILE 2. PIPE SHALL BE LAID AT 2% SLOPE (MIN.) EXCEPT WHERE THIS IS IMPRACTICAL OR WHERE A HARDSHIP WOULD BE CREATED THEN PIPE MAY BE LAID TO A GRADE OF NOT LESS THAN 1%, TYPICAL BUILDING SEWER ME- CL S- 8--17/4' SECTION A -A 1/2- OWE 60 S7M /EWFnW&WD T ELA_STOMERIC IIAANHOLE COUPLING FLEXIBLE MANHOLE SLEEVE MANHOLE PIPE CONNECTIONS �LE PIPE CONNE TM 6' 2' 2-#4X- TOP OF F E CAST CONCRETE UNIT ADJUST FRAME ELEVATHN WITH CONC. BLOCKS OR BRICKS, 6' TO 12' ALL JOINTS TO BE POINTED FLUSH & FU PRE CAST CONCRETE OR CONCRETE MASONRY UNITS IIK POURED CONCRETE OR PRE CAST SLUMP OR SLA (OR EQUAL) 3500 PSI 6' OF 3/4' CRUSHED NOTES. 1 MINDiUM COVER OVER FRONT ELEVATION SHALL BE 2 0'. NOT TO SCALE 2r HALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING, 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 2w 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. TYPE "C" CATCH BASIN PROPOSED GRADE DEPTH TO INVERT VARIES SEE PROFILES 61 / LOT ONES SIDE ELEVATION ,-AVLMCIVI JLKl//V!Y VIT -LANDSCAPING (SEE PLANS) 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 1-1/2 ". MATERIAL SHALL MEET D.O. Tr 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 DM,AIN TRENCH DETAIL LD. + 2' 12" MIN. 12 " 12" bI.D. 000800600808080 o 0 0 0 0 0 0 0 CURB SIDEWALK NOTE fl SIDEWALK RIGHT OF THIS PROPERTY REVERTS TO ABUTRNG PROPERTY OWNERS WHEN STREET IS EXTENDED. PAVEMENT REMOVAL, GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND ALL 07HER WORK INCIDENTAL TO REMOVING CUL-DE-SAC SIDEWALK (WERE REQUIRED) R1CHT OF WAY UNE NOTE: FOR PERMANENT CUL-DE-SIC SIDE WALK SHALL EXTEND AROUND SIOEWAUCrllI - - �QUJRED PERMANENT RESIDENTIAL TEMPORARY OR PERMANENT CUL-DE-SAC RESIDENTIAL CUL-DE-SAC NOTE it: 7HE MAXIMUM NUMBER OF DRIVEWAYS WITHIN A CUL-DE-SAC ( ABOVE THE LINE SHOWN) SHALL BE LIMITED TO THREE. I -15 DENT CULDESAC DETAIL NOT RELEASED FOR CONSTRUCTION LEEW PROJ. MANAGER: CHIEF DESIGNER: rfvA"wm,,V+t VrTQQ g fVkTO rT n►vl JL-vw w vi�a.:�� ai�v. r;.vrsacs�r, r7iy ��r wies o REVIEWED BY DATE 1 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 s,>a sl,zw n- SURVEY (860) 646-2469 a SITE STRUCTURAL DETAILS Pt9AID F,, l'TV TF,,SV at )?i ,1) ROr, K tOco " FOR 12 REVISION DATE: w '!N 2114100 o © MANCHESTER 1-84 ASSOC. a © 0 DEMING & SLATER SOUTH WINDSOR, CT. J DATUM: H: V: JOB NUMBER PHASE DATE 0 SHEET NO.15 -iSCALE: NTS 96-481.A10 922 9 18 9 ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED EXCAVATED UATIMAI r`i AV �• a y +• 4,-n' (MAY) PLAN VIEW (FROM PIPE JMT) 'A' BROKEN TRAPROCK (TYP,) PIPE SEE NOTE #3 FABRIC (SEE NOTE #4) PIPE `-BOTTOM OF EXCAVATED TRENCH NATURAL CLAY 3/4' BROKEN TRAPROCK (TYP,) TO TOP OF PIPE, PROFILE VIEW NOTESi 1, CLAY DRAINAGE STOPS TO BE LOCATED ON UPSTREAM SIDE OF MANHOLES, AND SPACED A MAXIMUM OF 100' +/- APART, OR AS DIRECTED BY THE TOWN ENGINEER, NOTE41:41 2. WIDTH OF STOP SHALL EXTEND TO UNDISTURBED MATERIAL ON FILTER FABRIC SHALL BE NONWOVEN BOTH SIDES OF TRENCH. CLASS 2, WITH PERMITTIVITY OF 0,5 TO 0.1 SEC-1 AND AOS OF 3, WHERE ROCK IS ENCOUNTERED, HEIGHT OF STOP SHALL EXTEND 0.43 mm TO 0,22mm AND SHALL TO THE TOP OF ROCK, MEET AASHTO M288-96, i 6' TO 12' BELLOW GRADE LAWN / STREETS / CROSS-COUNTRY I PAVED AREAS TOPSOIL & SOD OR SEED -r .,4Gd d of °.. J1� "' 1/2 UD, PIPE GRADE I TRAPROCK UNDEK BEND APPRIIVFTI GRANIII AR NnN- ORGANIC BACKFILL MATERIAL PLACED AND COMPACTED IN ONE FOOT W) (MAX,) LIFTS. WARNING TAPE PER COIN. GENERAL STATUTE SECTION 16-345, AS AMENDED, PLACED 12' (MIN,) TO 24' (MAX,) ABOVE TOP OF PIPE. SAND BLANKET PIPE, AS SPECIFIED -3/4' BROKEN TRAPROCK 1/2 ED. PIPE '• ": % " FILTER FABRIC 6'MIN• (SEE NOTE) O.D. Lj 1' PIPE 12' SAND MIN• SECTION ' STONE NOTEt ` 1, SEE STANDARD DETAIL FOR CLAY STOPS WHERE NECESSARY PG. VI-46 2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF I, 1' 2'-6' 0,5 TO 0'1 SEC-' AND ADS OF 0.43 mm TO 0,22nn AND SHALL PIPE - IN GROUND WATER MEET AASHTO M288-96 ,UPICAL S-AbUIARY SENDER TRENCH SECTION 0 SPECIFICATIONS: 1. Pattem shall be no. 1012 Wr manufactured t The Cornbali Foundry Co. or approved equal. 2. AASHTO HS20-44 highway loading. 3. Material shall be gray cost iron which meets or exceeds ASTM A48-83, clads 30B. 4. All coatings supplied with: T/Y'-13 THREAD CAP SCREM4 -Machined bearin surfaces LOCATE Hotta FROM WINTER earn " „ g HOLES IN COVER (IN 2 PLACES) DETAIL A -Non-psnetraiing pick holes -1/4' flat neoprene gasket -1/2" diameter stainless steel cap screws TAN0 `,AIERTIGHT�MANHOLE R-AhM V �R ADJUST TO GRADE WITH COURSES SEE CAST IRON MANHOLE OF CONC. BRICK OR CONC. GRADING RINGS FRAME & COVER DETAIL (SEE NOTE 1) o VARIES 6" TO 12" 4 ;s 8• 3' 11. 4'-O" MANHOLE STEP d I " TYP. (SEE STANDARD DETAS) *'. SEE JOINT DETAIL (BELOW) 1,2,3, OR 4' RISER 4' SECTION AS REQUIRED BRUMAS77C FOR DETAILS. SEE s DAMP PROORNG ELASTOMERIC COUFUNG 4'-O' MiN. 4'-O" MIN. AND PL '� TO JOINT TO JOINT ALavxOLe SLEEVE 0 "A' CLASS A' CONCRETE OR BRICK MASONRY SELF-CLEANING INVERT CLASS A" COAX 2 DEGREES AM. - ROUND RUBBER GASKET JOINT SPIGOT & BELL RONF. GASKET JOINT FLO'w a. EL 4., e 6" MIN, 3/4' BROKEN TRAPROCK ELEVATION COLD APPLLED NOTES.• BmIMiNOUS 1. TOP STEP TO BE A MAXIMUM OF 12" SEALER BELOW TOP OF MANHOLE FRAME & COVER ELEVA77ON. 2. IF TOTAL DEPTH IS TEN FEET OR GREATER, CERTIFICATION OF HS-20 LOAD BEARING ALTERNATE JOINT CAPACITY SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. J. SEE MISCELLANEOUS MANHOLE DETAILS SHEET. IdITARY i�A,NI'g - )LE WYE CONNECTION )LDED SADDLE WYE CASKET BRANCH, GASKET SKIRT L1 FITTING SPECIFICATIONS SiZE SD L L1 6"X4" 2,750 10,125 13,375 8"X4" 2,750 11,625 13,500 8"X6" 3,750 13,375 13,500 10 x4 2,750 13,125 13,500 10 x 6 3,750 14,875 13,500 12"X4" 2,750 14,375 13,500 12"X6" 3,750 16,125 13,500 I J ALt 0 -7r-n L, / JV 1 C 7-7I^ I U,J / J 4 cnn I J,JUU 15"X6" 3,750 18,125 13,500 18 X4 2,750 18,875 13,500 18 X6 3,750 1 20,625 1 13,500 a1sr dross ry row 4.00' unV. 6.>b ° DPAL ROLES AR eorlo�r d ° d GROUTED WE D=1 No L- PVNW 3' MW. PLACE 4'HM To BE OR OPEN SPACE CONCRETE CONCRETE MONUMENT MONUMENT CASs IMI FRAME & COVER 1" 11�R W BOUNDARY WRYER `'lam war. 62 mr. - CONFWU 70 MSNTO - M105 CUSS 25 COVER DU 12' x TYR NOTE: W. IRON PIN OR IRON PIPE PLAN VIEW I I i. • a s1REEWNE AlcaruMENr -'" CROSS - SECTION STREETLINE MONUMENT IN DRIVEWAY COVER DETAIL -�.TAlt N DETAILS GRASS GRADE VLt�BIT. CONC. TOP SOIL BASE �rJ �11 WAPNIAlF_ r2lPr - AAIAI 12" MAX. -'ABOVE PiPE SUB BASE SAND BACK FiLL OR APPROVED PREVIOUS MATERIAL °ao0o0� -' FILTER FABRIC OVERLAP o� �• (SEE NOTE ) " MI . 0000 0„0000000 6" ,00o0a 6" MiN. P.U.C. 0ao0 000000000 0-0-0 - PERFORATED PIPE HOLES DOWN STONE FILTER FABRIC SHALL BE NONWOVEN CLASS 2, WITH PERMITTIVITY OF 0.5 TO 0.1 SEO AND AOS OF 0.43 mm TO 0,22i m AND SHALL MEET AASHTO M288-96. 3P 3T ' 3' Q 2 1' 4 -I e ' '~ 3/8' X 4' BEARING BAR 3/8' X 1 1/2' END TRANSVERSE BAR 5/8' ROl1ND BF�2S SLOTTED HOLE: Ftit MTALLATIDN OF LOiNS OF PORTION OF BAR TO BE RENDVED TRANSVVERSE BAY �LnU 1RANSVu4[ B 1 3/Er X 4' BEA•RIRY BAR 1 , T- 5/8' DNA, RDLHD NOTES, 1, FRAMES AND GRATES SHALL BE STEEL, 3/8' X 4' BEAM BAR 2. STEEL FRAMES AND GRATES SHALL BE GALVANIZED IN ACCORDANCE WITH M.06.03. 3, ALL METAL UNITS SUBJECT TO MANUFACTURING TOLERANCES, 4. ONLY LOW HYDROGEN ELECTRODES SHALL BE USED. 5. DIMENSIONAL TOLERANCES MAY BE +/- 1/16'. 6, WELDING WILL BE PERFORMED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AAIn WrTTICAITAI rnAICTOIIr'TTnA1 L 11t1.1LLf-, l.01-1 [V1,11014, 7. ALL BARS SHALL BE WELDED AT ALL INTERSECTIONS HYPE �A" GRATE 30' MAJOR COLLECTOR 25' MINOR z COLLECTOR :3 25' LOCAL ta W 13' MAJOR COLL. 10' MINOR COLL. 12 LOCAL 5" CONC. S�Qpe SEE WALK 3 �gRIES 1/4": 1' 1/2": 1 RFS/pEA"r/M� „ 4 TOPSOIL & SEED 6" PROCESSED TRAPROCK BASE (COMPACTED) MEET GRADATION M05.01-1 6" MIN. BANK RUN GRAVEL SUBBASE OVER PREPARED SUBGRADE (COMPACTED) iVILLI GRADATION OF M2.06 GRADING B BITUM. CURB OR AS DIRECTED BY TOWN---: 3,• 1 L Vara� RFc� 60' - 0" RIGHT OF WAY - MAJOR COLLECTOR 50' - 0" RIGHT OF WAY - MINOR COLLECTOR 50' - 0" RIGHT OF WAY - LOCAL 30' MAJOR COLLECTOR 25' MINOR COLLECTOR 25' LOCAL 1-1/2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND 1-1/2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR LOCAL ROADS IF PAVING iS DONE AFTER OCT 15 OR BEFORE APRIL 15 2" OF BINDER COURSE SHALL BE PLACED. W Z E 17' 15' 13' MAJOR COLL. MINOR COLL. LOCAL 17' MAJOR COLL. 13' 15' MiNOR COLL 10' ' LOCAL 1 MAJOR COLL. MINOR COLL. LOCAL 1' ' 5" CONC. 4" TOPSOIL & POINT OF 12" SIDEWALK SEED SEE DETAIL r_ _--- 3/8" 1 • APPLICATION OF GRADE 3 8" 1' err. CURB " 1 4" RCS/Q-A OM -3 GRASS STRIP RESERVED FOR HYDRANTS, POLES, ETC. 2" BITUMINOUS CONCRETE CLASS 2 SURFACE COURSE (COMPACTED) AND 2" BITUMINOUS CONCRETE CLASS 1 BINDER COURSE (COMPACTED) FOR CO1IFCTOR ,npnS ACTUAL DEPTHS & MATERIALS SHOULD BE BASED ON A PAVEMENT DESIGN FOR EACH ROAD. DESIGN TO BE SUBMITTED TO AND APPROVED BY TOWN ENGINEER. TY ICAL ROAD -WAY SECTION 3" BITUMINOUS CONCRETE _ MIN. OR MATCH EXISTING 12" MIN. PROCESSED STONE OR 6" MIN. STONE AND 6" GRAVEL OR MATCH EXISTING EXISTING CENTERLINE OF TOWN ROAD JO' MAJOR COLLECTOR 25' LOCAL & MINOR COLLECTOR SYMMETRICAL ABOUT CENTERLINE 25' MINIMUM FROM CENTERLINE WHEN DEVELOPMENT TAKES PLACE TO BE DEEDED TO TOWN ON BOTH SIDES OF ROAD. CH BASIN CURB MACHINE CUT FACE OF EXISTING PAVEMENT. SEAL WITH LIQUID BITUMINOUS MATERIAL M.04.02. SEA!! 12• 1/4 SAS£ PVAFT. fRAME & APArE rACK coAr ON BASE PW.. A -A str� t2, 1/4 4. FRWE & LID � P1arr. aP ANA4lOLE a+Gr caAr ON SASE PW.. C-C SIDU 6 1/4 " 1 4' aASF Pmlr. FFAW & C1d17E NOTES: TACK ONT ON BASE PW.. 1. MATERIAL TO BE BITUMINOUS CONCRETE B- B CLASS 3 OR APPROVED EQUAL PER CT. D.O.T. SPEC. FORM 814A AS AMENDED. 2. WIDTH OF SHIMS AS SHOWN ON PLAN VIEWS ARE BASED ON TYPICAL 1-1/2- EXPOSURE OF STRUCTURE. ACTUAL WIDTHS MAY VARY BASED ON HELD CONDITIONS. 3. TACK COAT TO BE APPLIED PRIOR TO PLACEMENT OF SHIM. 11 AMN(Z Tn RF• APPi 1F11 PPR M n4 n1 i�14" IEMEMARY FORM 814A. MIM 12ETAI,� NOT RELEASED FOR CONSTRUCTION FINISH 6" (MINIMUM) BELOW GRADE SILT FENCE AT CATCH BASINS PIPE I.D. + 2'-0" ° V Q p a. d` a 40" .a a d yq Qe a e a e Q TRENCH BOTTOM 10' MAX. 10' MAX. NOTES 1.) INSTALL SILT FENCE & WOOD STAKES AS RECOMMENDED BY MANUFACTURER. 2.) SILT FENCE SUBJECT TO HEAVY LOADS SHALL BE REINFORCED WITH FARM FENCING & STEEL POSTS (0.5 POUNDS STEEL / UN. FT:) THE MINIMUM POST LENGTH SHALL BE 5'-0". 3.) SYNTHETIC FILTER FABRIC SHAD_ BE A PERVIOUS SHEET OF PROPYLENE , NYLON . POLYESTER OR ETHYLENE FILAMENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: 'OODEN STAKES DRIVEN )F 12" INTO THE GROUND :N LATERAL CROSS S AS NEEDED FILTER FABRIC T FENCE SHALL CONFORM THE REQUIREMENTS SHOWN SILT FENCE DETAIL 24" CONSTRI ENTRANC 6" a • 12" a� -d. 6" (AVERAGE; BED DEPTH) , a 6" RESEAL WITH EXISTING MATERIAL IMPERVIOUS TRENCH DAM 42" HIGH WIRE FENCE BACKING FOR STANDARD FILTER FABRIC 14 GA. MIN. 6 x6' MAX. MESH SPACING (SEE NOTE 2) SELF-SUPPORTING SILT - FENCE FABRIC OR FILTER FABRIC ATTACHED TO WIRE FENCE (SEE NOTE NO. 2) FINISH FLow RECOMPACTED BACKFILL UWIRE FENCE TO EXTEND EXTEND 6" OF FM 6* INTO TRENCH BELOW GROUND PHYSICAL PROPERTY REQUIREMan FILTERING EFFICIENCY 75% (MIN.) TENSILE STRENGTH AT EXTRA STRENGTH 20% (MAX.) ELONGATION 50 Ibs. / LIN. IN. STANDARD STRENGTH 30 Ibs. / UN. IN. (MIN.) FLOW RATE 0.3 GAL. / SO. Fr. / MIN. (MIN.) SILT FENCE EXISTING EDGE OF PAVEMENT ADJACENT ROADWAY LOCATION PLAN CONCRETE OR BENTONITE -- TOP OF BEDDING BEDDING MATERIAL TRENCH BOTTOM x2" WOOD STAKE (MIN. LENGTH: 3'-6") i TOTAL LENGTH 50' SEE NOTE NO. 4 6" OF CONNECTICUT D.O.T.' 2" CRUSHED GRAVEL SECTION FILTER FABRIC FINISH GRADE COMPACTED SUBGRADE NOTES: 1.) MAINTAIN ANTI -TRACKING PAVEMENT IN GOOD CONDITION THROUGHOUT CONSTRUCTION PERIOD. 0 z 2.)ADJACENT ROADWAY SHALL BE SWEPT DAILY TO o REMOVE ANY MATERIAL THAT MAY BE TRACKED z ONTO PAVEMENT. w W 3.) WIDTH OF APRON SHALL NOT BE LESS THAN WIDTH OF INGRESS OR EGRESS. 4.) WHERE SOILS ARE CLAYS OR SILTS, THE MINIMUM LENGTH OF ANTI -TRACKING APRON FOR THE CONSTRUCTION ENTRANCE SHALL BE EXTENDED TO 100' IN LENGTH. ANTI --TRACKING APRON 45% ELBOW TO STOP WYE TEE ROOF LEADER FOUNDATION -4" FOOTING DRAIN ROOF LEADER CONNECTION QUANTITY VARIES SPACE AS SHOWN ON PLAN ., .� 4" MULCH DO NOT PLACE 1N OnMrAe`r WITH RARK 3" SAUCER RIM 0111, 198 - -"I, / SILT FENCE SHALL BE / PLACED DOWNGRADE OF 24� � .�• ANY CONSTRUCTION i ACTIVITY. 202 eF � 200 PROP. HOUSE F.F.205.0 202 -sr > i i TEMP o 204 _ STOCKPILE N ` AREA 0 _ a_ SF PROPOSED ROAD NOTES: 1. ENTRANCE SHALL HAVE GRAVEL APRON TO MINIMIZE ANY MATERIAL THAT MAY BE TRACKED ONTO PAVEMENT. 2. SILT FENCE AND/OR HAYBALES SHALL BE INSTALLED ON DOWNHILL SIDE OF SLOPE. 3. LOT SHALL HAVE A TEMPORARY STOCKPILE AREA SURROUNDED BY SEDIMENT BARRIER (SEE NOTE 12). EROSION & SEDIMENT CONTROL NOTES. 4. EROSION CONTROL BARRIERS SHOULD NOT BE REMOVED UNTIL FINAL STABILIZATION HAS OCCURED. 5. EROSION CONTROL DEVICES SHALL BE IN PLACE PRIOR TO CONSTRUCTION IN ACCORDANCE WITH STANDARD SPECS. FILENAME: LNDI.DWG HOSE CHAFING GUARD AT FIRST BRANCHING TRUNK WRAPPING MATERIAL WIRE GUYS. 3 PER TREE TURNBUCKLES ON ALL GUYS FLAG 4" MULCH - DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM BACKFILL W/PLANTING SOIL MIXTURE BURY DEADMEN BELOW GRADE FOLD 13ACK BURLAP LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVEREXCAVATE LEDGE TO 18" BELOW ROOT BAIL & BACKFILL TOPSOIL TURNBUCKLES ON ALL GUYS WIRE GUYS, 2 PER TREE WOOD STAKES. 2 OPP. PER TREE. 3 FOR TREES OVER V HT. HOSE CHAFING GUARD 4" MULCH - DO NOT PLACE IN CONTACT WITH BARK 3" SAUCER RIM FOLD BACK BURLAP OR REMOVE GRASSES FROM TRANSPLANTED SPRUCES DRIVE STAKE INTO UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT PIT OR OVEREXCAVATE LEDGE TO 18" BELOW ROOTBALL AND BACKFILL WITH TOPSOIL EROSION & SEDIMENT CONTROL NOTES 1. Erosion and sediment control measures will be installed prior to stump removal and construction. Gravel construction entrance will be installed before construction traffic into and out of project area begins. Stabilization of all regraded and soil stockpile areas will be initiated and maintained during all phases of construction. 2. All erosion and sediment control measures will be constucted in accordance with standards and specifications of the "Guidelines for Soil Erosion and Water Conservation and Town of South Windsor regulations. All erosion control measures are to be maintained and upgraded as required to achieve proper sediment control during construction. All grade benches shall be kept free of sediment during all phases of development. 3. Additional control measures will be installed during the construction period, if deemed necessary by the Owner or Agents of the Town of South Windsor. 4. Catch basins will be protected with haybale filters throughout the construction period until all disturbed areas are thoroughly stabilized. Filter fabric should be installed under grate opening until pavement is in place and lawn established. 5. Seeding mixture for finished grassed areas will be as follows: Kentucky Blue Grass 45% Creeping Red Fescue 45% Perennial Ryegrass 10% Seed to be applied at a rate of 4 lbs./1000 sq. ft. Fertilizer shall be applied at a rate of 2 lbs./ 1000 sq. ft.. Planting seasons shall be April 1 to June 1 and August 15 to September 15. After September 15, areas will be stabilized with haybale check, filter fabric, or woodwhip mulch, as required, to control erosion. for areas to have specific landscape coverage other than seeding or sodding, see landscape development plan. 6. Areas to be left bare before finished grading and seeding is achieved, shall receive a temporary seeding of Perennial Ryegrass applied to a rate of 2 lbs./1,000 sq. ft. at a depth of 1/2 inch. Limestone (equivalent to be 50 percent calcium plus magnesium oxide) shall be applied as seedbed preparation at a rate of 90 lbs./1,000 sq. ft. Planting seasons shall be March 1 to June 15 and August 1 to October 1. Where grass predominates, fertilize according to a soil test at a minimum application rate of 1 lb. of nitrogen per 1,000 sq. ft. Areas to be left bare before finish grading and seeding outside of planting seasons shall receive an air-dried wood chip mulch, free of course matter, treated with 12 lbs. nitrogen per ton, applied at a rate of 185-275 lbs./1,000 sq. ft. DOWN SLOPE 7. The Contractor shall establish an erosion control line (haybole check or filter fabric) about ten (10') feet from toe to slope of proposed fill areas prior to beginning fill installation. Stabilization of slopes in fill areas (using mulch or grass) shall be initiated within thirty (30) days of commencement of fill installation. 8. Stabilization of slopes in cut areas (using mulch or grass) and the installation of control line (haybale check or filter fabric) at the toe of slope shall be initiated within thirst (30) days of commencement of cut. 9. Sediment removed from control structures will be disposed of in a manner which is consistent with the intent of the plan. All haybales or silt fence retaining sediment over 1/2 their height shall have the sediment removed and all damaged erosion controls removed and replaced. 10. Contractor will be assigned the responsibility for implementing this Erosion and Sediment Control Plan. This responsibility includes the installation and maintenance of control measures, informing all parties engaged on the construction site of the requirements and objectives of the plan, and notifying the proper Town agency of any transfer of this responsibility. The owner shall be responsible for conveying a copy of the Erosion and Sediment Control Plan if the title to the land is transferred. 11. The Contractor shall secure the services of a soil scientist or Professional Engineer who shall verify in the field that the controls required by this plan are properly installed, shall make inspection of such facilities not less frequently than weekly and within fourty-eight (48) hours of any significant rainfall, and shall, by written report, inform the Owner or his agent not less frequently than weekly and the Town Planning and Zoning Commission not less frequently than monthly of observations, maintenance, and corrective activities undertaken. 12. Stockpiles of soil shall be surrounded by a sediment barrier. Soil stockpiles to be left bare for more than fifteen (15) days shall be stabilized with temporary vegetation or mulch. If soil stockpiles are to remain for more than sixty (60) days, filter fabric shall be used in place of haybales. Side slopes shall not exceed 2:1. 13. The Contractor shall be responsible to control dust and wind erosion throughout the life of his Contract. Dust control shall include, but is not limited to, sprinkling of water on exposed soils and haul roads. Contractor shall control dust to prcvc^^nlk a iiat'.ary to traffic on uujuCent r0..u..ayS. 14. If final grading is to be delayed for more than thirty (30) days after land disturbances cease, temporary vegetation or mulch shall be used to stabilize soils. 15. Haybales shall be used only as a temporary measure. Where control measures will be required for longer than sixty (60) days, filter fabric shall be used. 16. Where dewatering is necessary, there shall not be a discharge directly into wetlands or watercourses. Proper methods and devices shall be utilized to the extent permitted by low, such as pumping water into a temporary sedimentation bowl, providing surge ptotection at the inlet and the outlet of pumps, or floating the intake of the pump, or other methods to minimize and retain the suspended solids. If a pumping operation is causing turbidity problems, said operation shall cease until such time as feasible means of controlling turbidity area determined and implemented. -rno nc ci noc EROSION MAT )PE 1 MAT II) MAT AT IE OF SLOPE NOTE: SECTION MATS SHALL BE STAPLED TO SLOPE, REFER TO MANUFACTURERS INSTALLATION INSTRUCTIONS FOR DETAILS OF STAPLING tKU51UN C:UN I KL)L MA 15 PATTERN. NOT RELEASED FOR CONSTRUCTION FILENAME: LND5.DWG FILENAME: LND2.DWG M AT C H L I NE SHEET 18 -40 0 40 80 120 -C • L r w ff 40' Jt.HLt: 1 = 4FU `'4� PROD. MANAGER: CHIEF DESIGNER: REVIEWED I BY SITE STRUCTURAL CLQ �� - (� 00 REVISION DATE: 2 z 10/30/00 I A 12/14/00 Q Z ©11/29/00 A 6/26/01 n A T1IKA• W. W. v viv,. � SCALE• 1 =40 T T r r. 7.T r ------------- � r i , 0 \ �� 1 SANITARY SEWER LINE STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE CENTER LINE PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS UPLAND REVIEW AREA CONC. MON. (FDN) IRON PIN (TO BE SET) CONC. MON. (TO BE SET) NOT RELEASED FOR CONSTRUCTION .i Fm&OMLMCa DATE O 146 HARTFORD ROAD, MANCHESTER, (860) 646-2469 moo LANDSCAPING PLAN POND ESTATES at RED ROCK FOR MANCHESTER 1-84 ASSOC. DEMING & SLATER SOUTH WINDSOR, CT. Anp ml l►u pr'I? PWAC1: r)ATr 96-481 Al O I 922 L 1 SEPT. 2000 SHEET NO. 1 r v ,! A, MATCH LIN E SHEET 17 1 \ � \ t AA o off$ A C 14 -,JL . dL -qL 11{1c ,I{� iilic \� ON � t ` \ \ l r�i 1 t , , , \ �r� ` \ \, \ Ar T ; \\ N ` \ '-' ;, \ �\ � / r � it j� `\ \ .,.-- .-•- —�` \ , \ \ � \ \ Ao AC , \:r \ \ 1, t }\ \ \ \ , \ 2ic� \ `\ \ \\ \' �.., \ I 1 \ T4 \ \` I � i l \ — , t � 11 � 1 { �• � \ c"v `<"r ''\ ) 1 � I `` \ 1\ `. t � t � � � �� - ;.-•.\ � , � `�� t �• ;� , -{ ,^ t , s� �' \ OPEN SPACE 4 \ TO BE DEEDED TO THE �p TOWN OF SOUTH 1MNDSOR AREA — 373,074 S.F. �` ,� < <\ �ti 4 1 \ \ �, 'r? i , 1 •>F' , 0.0. \� 1 \ `\ \\ \ , �1 \ �A 0 = 8.56 AC. CEM2 ` PICEA PUNGENS "GLAUCA" BLU SPRU EI , �51 // \ \ ` 0 M17 \ \ 5' — 6' IN HEIGHT ARRANGE SHO AT ALL C NER LOTSI, 4\ �-/CZN I 10' TREEUNE EA ME T ' 5E�' RM1 \ , AN ; t j \ \\ \ •'c�� ` \\ \\ ' v l OSM9 I _ ' t ( , h v o . , •.. •. • '^ '4+ '.. i'- '- 4 ^ _ i ,\\ _ a \r•' �iV 7\ \ i i .. _ r'."..-- - \.\.- \\\` ._`\, \�,\ ��\ i`�T\7 \ `,/ 11" l 32+00 33-h00." to 34+00 35 N �o \ 36+00 ;1 .00 12 w• \ \ . •• . - .-- ,: - -. -b. - --. _. # _ \ - `�.::: ;tea " •� ; ._ - . C I • .• R \ 'I" K\N\\ \9 \ Ai R SACCHARUM GREEN -MUNTAIN \ \ VL yit SUGARMAPLE 2 1/2 - 3 CAUPFR .\ \ SPACED 50' ON CEN`fER _ lw-lo 4SM1. 50 � \� \ , �`' , ` r\\\\ M4,_.`,-•.,r'".".vr...._i^� - .:_-- —.._ . _ _ -.. � _.. _. - _.. __ _ _.. i . is ..._..� \ \ `\ ` \ `. \\ \ Pk - LEGEND ' toor- r . ' ` CO VATt&RE:NT AREA r. t N l \`` \ / 1 `l yD t! T G T' [ :_. V, H-`-WIN9SQR \ ��s, m� I~-,sM -- '`~'AR _ 3 3�/-7 S.F. ARy STOR" ,EASES CN SANIT 3tU Ong{r�Es OUN-s--< �� -- :._. THEOW ••` .- _fig=j- NDsi)}��-'. \, I \ ./ \ -- _ \\ \ r ' \\ \ ,.� \ \ W y „-- `� �� \ \ -- -- \ ��� :__,? � t � �--cJ?�>,�. � ,..� ?�� ri - """_^"..'"'. �..r.:r•--...:-=--••' __ -5-26'�1 43" W \ �?\ `".•-- . N 26'2 '43" E SANITARY SEWER LINE STORM SEWER LINE PROPOSED TREE LINE EXISTING TREE LINE CENTER LINE PROPERTY LINE EDGE OF WATER BUILDING LINE STONE WALL TOWN WETLANDS CORP. WETLANDS UPLAND REVIEW AREA CONC. MON. (FDN) IRON PIN (TO BE SET) CONC. MON. (TO BE SET) ' A• ^`�.. •r. \ "`' � _ - t t - - .J i . ! � __ � _ 1. ' _. ' _ �,.._, _ s, �• _••..._ '`,` -``"' NOT RELEASED FOR CONSTRUCTION PROJ. MANAGER: \` \ ,�t ? CHIEF DESIGNER: OREVIEWED BY DATE MCQ 146 HARTFORD ROAD, MANCHESTER, U �_ _ \ _ _ __ \ _ _ _t ✓ , .. , T� ` (860) 646-2469 SURVEY T 06040 j STRUCTURAL LANDSCAPING PLAN ` , 00 POND ESTATES at RED ROCK OSM15 \� \ ` ?%r �4c� ` � FOR M �J CQU~E'er \ �/ ~-2�s _---'� JJ ` \ REVISION DATE: '3\��` �"" -40 0 40 80 120 w z 0 10/30/00 ©,2/14/00 © MANCHESTER I-84 ASSOC. a g © 11/29/00 , 6/26/01 © DEMING & SLATER SOUTH WINDSOR, CT. »__ .., z t1ATltl1. u. v. lr1G Al11lI�r� DLAC[' 11ATC SCALE: 1 = 40 111 U.-%I vm: n. v: V%Ju 114 Vtviu I ( f7/1JC vri1� I SCALE: 1 =40 96--481 A10 ! 922 i SEPT. 2000I S H E ET N O . 18 ! p I N /F J. M. JACQUES CONC. MON. (FND) CONC. MON. (FND) N 356739.83 E 657093.54 LOT 5 AREA = 30,200 S.F. LOT 6 AREA = 30,007 S.F. L96 .65' N 66°21'18„ w N /F J. M. J�OOrvES PROPOSED MONUMENTATION (TYP.) LOT 14 OPEN SPACE +! AREA = 43,412 S.F. AREA = 304,569 .F. W TO a TOWN�OF SOUTDH WINDSOR ' TO THE �° O 1 LIMITS OF FEDERAL WETLANDS LOT 15 LIMITS OF STATE WETLANDS ry AREA = 30,200 S.F. U 40' WETLAND BUFFER O ry s LOT 11 AREA = 30,007 S.F. 46 N ZI'5' ,,PCs 5 k. s ,0.1~ g q S 26`21'43" W 7.01 ' N 63>�~ 30' UTILITIES EASEMENT 38 17" W r TOWN\LINE MON. (FND.) N 356945.76 E 658358.88 S 71*15'10" W LIMITS OF THE EASEMENT SHALL BE MONUMENTED ACCORDING TO SECTION 12.2 D OF THE INLAND WETLANDS/WATERCOURSE AND 42.51' CONSERVATION REGULATIONS, ADDITIONALLY PERIMETERS SHALL BE MARKED WITH ALUMINUM BOUNDARY MARKERS OF A TYPE AND LOCATION DETERMINED BY THE TOWN OF SOUTH WINDSOR. \N 26'21'43" E 7.12' o� MAP REFERENCE: "PLAN PREPARED FOR MANCHESTER 1-84 ASSOCIATES DEMING & SLATER SOUTH WINDSOR, CT." SCALE 1 "=40' DATE 8/19/90 REV. 9/21 /90 BY FUSS & O'NEILL INC. awumm al•Yfai 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE TYPE OF SURVEY PERFORMED IS AN EASEMENT MAP, BOUNDARY DETERMINATION CATEGORY IS A DEPENDENT RESURVEY THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2, 2. THE INTENDED PURPOSE OF THIS PLAN IS TO DEPICT A CONSERVATION EASEMENT TO BE DEEDED TO THE TOWN OF SOUTH WINDSOR OVER LAND OF MANCHESTER 1-84 ASSOCIATES. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 40 0 40 80 120 LAWRENCE R. GEISSLER, JR. L.S. #12327 SCALE: 1" = 4.0' J:\DWG\P86\86481\2000\CONSERVATION.DWG