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HomeMy WebLinkAbout02-75W_STONE CREST CONSTRUCTION & DEVELOPMENT, LLC_BANCROFT LANEI rR-*11NN AA NNq P I Q FN ki 117 L��l A L-1 A. N 11 J1 A � '' 41 11 COTO, 1 wil WON 111 is L1 w Civil Engineers • Planners • Surveyors m CIS 165 South SateHft Road South Windsor, CT 06074 (860) 291-8755 FAX (860) 291-8757 FAsr wnnsav �v'//asw� c� Al Ft� 4 .W THAN MWWW I�Loxeow nr) 2n SITE y Rim Y BAKER 7 f AA N\T 7 11--J A L LL--::) 1 MW &WAX R�qO ASCCLO �� �4j vy pRc� 0° P�V7MX P G CA G F FPaui LAWAfr x� O wttawSaVT E'l/7F GNF fi �`~ Q °oyo ok DESIGN PROFESSIONALS, INC. LOCATION PLAN SCALE: 1 "=1500' THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PER50NS NOR REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN PROFESSIONALS, INC. THESE PLANS ARE INVLI AD UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL OF THE PROFESSIONAL ENGINEER OR SURVEYOR. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. TO THE BEST OF MY KN D BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 12882 RICHARD P"PoTRRTEL LIC. No SITE PLAN -)7 T rn T �7 Uj 2--� LL L� A7 I T TN\T['T F) 0 rn TP V V LL J L�� �\-=y L 96-25 96:Yf96-23 96-24 84— 84-10 84-11 / 84-3 Y 84-12 34-8 OWNER/APPLICANT STONE CREST CONSTRUCTION & DEVELOPMENT, LLC 6 BANCROFT LANE SOUTH WINDSOR, CONNECTICUT 06074 (860) 291 -01 14 16 j 0- 96-15 STRON G 96-21 96 22 /, - / 84-18 84-17 84-16 84-15 84- 1 4 6-14 96-13 84--19 84-13 J �� _ OFF 34-24 BANGS 84-25 84-38 84-27 84-26 84-37 y 96-12 84-41 q 84-40 84--39 84-48 84- 52 84-53 8�`3S 84-54 _> 7-1 84- 42 84-43 84-47 KEY MAP Scale V 12 0 0' 50 -Nn�\NTTN\T rr rr" IT rr2:�� 7 T J� IL \i LL---::� J1 )-L \11�, a MAP LOT N/F ABUTTER LIST MAP LOT N/F ABUTTER LIST 84 3 85 RIDG£CR£ST C/R. GORSKI, ALEXANDER & HEL£N,4 S. 84 42 38 WENT RD. D/GENNARO, FRANK 6 90 GORSKI DR. LAMB£RG, DOROTHY J. 43 PO BOX 986 DIGENNARO, FRANK 7 84 GORSKI DR. MARRERO, MARIANO JR. & EVELYN R. 46 PO BOX 32 HALLER GEORGE FAMILY LLC 8 72 GORSKI DR. SWE/G, HARVEY S & SANDRA NEW HARTFORD, CT 06057 9 1052 MAIN Sr AG BUILDERS, INC. 47 PO BOX 32 HALLER, GORGE N£W/NGTON, Cr 06111 NEW HARTFORD, CT 06057 f0 85 RIDGECREST RD. AG BUILDERS, INC. 46 72 /DENT RD. WILLSON, DALE S. & HARR/ET B. WETHERSF/ELD, CT 06f09 49 1265 JOHN FITCH 81VA CHARBONNEAU, ANDRE L. it 53 GORSKI DR. GANOH/, DUSITYANT & PARUE D. 50 16 RIVER Sr NORWALK, CT 06850 HANNA LLC 12 61 GORSKI OR. BO/LARD, ANDRE N. & LAURA A. 52 80 /DENT RD. ALB£RT, MICHAEL E. & JENNIE J. 13 80 BANCROFT LN, GALUGAN, MATTHEW & DOROTHY A. 53 90 WENT RD. FRASCA, DOM/N/C JR RMARY 14 95 RYE Sr FOREST VILLAGE ASSOCIATES, LLC 54 96 /DENT RD. . . LEBLANC, JOIN 15 EAST NO F06088 56 BANCROFT W. T JANKOWSKI, MAREK & REG/NA 96 if 102 1 AKEWOOD CIR. BANCROFT BROOK, LLC 16 44 BANCROFT LN. HE/NR/CHS, CRAIG A & GLADYS 12 MANCHESTER, CT 05040 PO BOX 271 RLR INVESTMENTS, LLC 17 36 BANCROFT LN, McCULLOUGH, RONALD W. & KATARZYNA WILMINGTON, OH 451770271 18 19 28 BANCROFT LNN, 95 RYE Sr DUNHAM, ARTHUR C. ✓R. & CARMEN L FOREST VILLAGE ASSOCIATES, LLC 13 227 SOUTH WATER Sr KNAFEL, G£RALD/NE EAST W/NDSOR, CT 06088 £AST W/NOSOR, CT 06088 24 59 BANCROFT LN. CHR/ST/ANSON, BRENDA M. 14 119 ROUTE 81 HIGGANUM, CT 06441 KNAFEL, GLEN A. 25 12 PASTURE LNN, MURPHY, LAUR/STON & MARGARET H. 15 227 SOUTH WATER Sr KNAFEL, GERALD/NE BLOOMFIELD, Cr 06002 FAST WINDSOR, CT 0608E 26 90 CANDLEW00D DR. WILLETT, CRAG R. & MELISSA D. 16 90 STRONG RD. CHARETTE, K£VIN J. & LAURIE A. 27 93 GORSKI DR. CAN, DAN/EL F. & PATRICIA J. 20 95 RYE Sr FOREST VILLAGE ASSOCIATES, LLC 28 99 GORSKI DR. ANDRUS/0, STANLEY W. & C/NDEE S. EAST W/NDSOR, CT 06088 35 105 )VENT RD. SANZARO, R/CHARD M. 21 458 BREWSTER RD. DANG, HA/ K. 36 95 /DENT RD. BELCHER, DAV/D E. & DONNA C. GLASTONBURY, CT 06033 37 80 /DENT RD. SCHELL£R, VIRG/N/A W. & R/CHARD M. 22 95 RY£ Sr FOREST VILLAGE ASSOCIATES, LLC 38 65 /DENT RD. KASHETA, SUSAN £AST W/NDSOR, CT 06088 39 47 /DENT RD. KEEF£, JAMES R. & LEE ANN 23 23 GORSKI DR. BENNER, W/LUAM H. & MAR/A /SABEL 40 151 STRONG RD. LAVALLEE, ROBERT dt PAUUN£ 24 17 GORSKI DR. D/ACUMSKI, STANLEY & AM/ELA 41 f51 STRONG RD. LAVALL££, ROBERT PAUUNE 25 95 RYE Sr FOREST VILLAGE ASSOCIATES, LLC EAST WINDSOR, Cr 06088 27 20 GORSKI DR. DIACUMSKI, STANLEY & AM/ELA 97 10 220 STRONG RD. CMS VENTURES, LLC 4-46 84-49 �r RECEIVED DEC 12 2002 South Windsor INLAND WETLANDS AGENCY CONSERVATION COMMVSSION SHEET ILEX 1 � COVER SHEET 2. SITE PLAN 3 DETAILS DATE: DEGEMBER II, 2002 SHEET 1 E:\JOBS\1631\1631-1 �; h PROPOSED PLANTINGS FOR WET LAND MITIGATION .0�`jp_ S U C-1,4?�L=E 6'� R-- fP.j LEGEND ® IRON PIN TO BE SET EVERGREENS EXISTING IRON PIN WHITE PINE (PILAUS STROBUS) MONUMENT TO BE SET _ =0- = EXISTING CATCH BASIN AND PIPE DESIDUOUS TREES PROPOSED CATCH BASIN AND PIPE PROPOSED STORM MANHOLE SMH17 6 RED MAPLE (ACER RUBRA.) RED OAK (QUERCUS RUBRA) _ �s = EXISTING SANITARY MANHOLE AND PIPE IN � INW 58.10 8.1 � --0- �Y0 PROPOSED SANITARY MANHOLE AND PIPE ,-CONSTRUCTION ENTRANCE PAD SHRUBS RESTORATION AREA PROPOSED WA fL:R MAIN AND HYDRANT ` - - �"'--►�_ 6"-2" STONE ON FILTER FABRIC NORTHERN ARROWWOOD (VIBURNUM DENTATUM ) VIDE GROUPING OF THREES(3) -t - _ - RED OSIF,RDOGWOOD (COl US SERICEA) HIGH BUSH - F - `� FOUNDATION DRAIN - C GREY DOGWOOD (CORNUS RACEMOSA) BLUEBERRY(VACCINIUM - S - SANITARY LATERAL `���� EX. CB SH O ADBL W (AMELANCIII.ER CANADENSIS) CORYMBOSUM) 15"-18" HT. CONT. 5' O.C. - - w - WATER LATERAL IN 66.50.9 INV: 62.92 ELDERBERRY (SAMBUCUS CANADENSIS) RANDOMLY SPACED FOR sae- EXISTING CONTOUR -- SMH 8 r HIGHBUSII BLUEBERRY (` ACCINIUM CORYMBOSUM) INSTALLATION GROUPINGS AT , ' i - L�44J- PROPOSED CONTOUR _ 1F 67A7 BLACKHAW (VIBURNUM PRUNIFOLIUM) - - 15-20' FOR APPROVAL OF SURFACE DRAINAGE FLOW DIRECTION - - INV' 58.92 -� _ - - - - - OWNER'S LANDSCAPE ARCHITECT. I (fl rr ,--- -rr \ ' _ r r EX. CB --_--_ 8 � ' ` - --------------------------68------ _ TF: 66. 0 -" _ _ Q rr ' 'i - ..._ N2 °g `7 5)" rr INV N:62.53 I • INV S62.03 _ _ _ ---- -_ � _ -- EX. CB ,/� 7F:66.90 -- - - - - -' MIX/ V N62.78 . 64.41 BANCRO�- N�s4 � W 1 V:59.92��1 - - - - - o ANE -0 �- �j "'---•.- 3 RED OAK (QUECCJS RUBRA) a 0 �'`\ 115.00' �-- l - - ----------------- --- -- 6'_T HT, BdaB------_____ \ / ---,� --------- -- _,.-- EX TI SIDEM/ALK E TlNG SID � _ , _ _ - - - - - 26.37 =20 N21°45�50"E ° ° , 45 5 W - - - _ 7;D ` I L ? � �� 62.92' z� R rn- I =. i I - v I EX. CB n Cl),, \ TF: 66.52 7 . • �� 8 / NEW 6" INV: 64.50 ' " , EXIST. 15" INV:64.Of � 21 5 -o � ,-� ,I, a PROP OHOUSE J o oo J v 0 CD I FF' 74 ° SE G Y. ` ,' �`� \ ' 3 RED MAPLE , ' T v GqR . 73 0 N / \ ♦ �--- �I C7 ; �� (ACER "RUBRA) FF 72. ♦ \46. 1 -1.5 CAL, B&B ° ,� o ♦ 0 _ _ f Q SPACE AS SHOWN ' z r m_ J J 2�� 7ij ,� 38,0' 4 2 \ ,! OD PROP. HOUSE cY, 4.0 \ �I J r cp GAR FF. 71.b o O \ , �!� I O� ♦ \ 0. 0' I -� \ EXISTING / 00 N � % 1 I � � J \ � � � TREE LINE / N PROPOSED ' cQO I S S/ Q ♦ J TREE LINE � � S \ / C, i ' ' I ' y 7 TE PINE i -A �! I ♦ - - I 4 4.0 / 2 q 0 \ , (PaN S STROBUs 00 ,V-6' HT.. B&B \ � / � co I / C � � O J 3 GRE GWOOD , 20 O.C. I 27,616 S.F. \ � ♦ CTI I J -2NUS 0.63 AC. RAC A) J CO . 5' O.C. I 3 4 PINE ' 3 SHADBLOW \ \ (Pr�us OBUS) ; , I I © OSIER OGW%) (AMELENCHIER HT.. toI wUS GR ., . _._w_ \ __.._ AS 29►P12 S.F. I ° Iz SERI, 27 904 w I u(CCORNUS RACEMOSA ) J _ F` I� 5'-6' HT.. CON . �- , N " ' 18"-24" HT., CONT. 20' O.C. _ fl 0 . A C . 40.0' �� / p '� CON 24 ' O.C. 0.64 A C . N (}� v I 5 O.C. -___ ` • j , o 4 NORTHERN � / ARROWWOOD _ I , , -- P 0 0 L o G ♦�y a' c�, ►� u, P VIBURNUM DENTATUM , VIBURNUM W (VIBURNUM ) � _ _ .. _ � ♦ I 26, 6 49 S.F. ♦ ,' � t I � PR�os® j " "P \ ♦� N �t PRUNIFOLIUM) 6, O.C. HT., CONT 0.61 A C. \ TREE LINE ® S° yJ O Iv o n 24"-36" HT, 50 R R. S20°34'49" �, 6' O.C. J 6 • 11 H USHJ BI' ERRY , CONT 6 O.C. ACCINIU kYMBO • O ` 15 - " HT. _ S20° 4 4 -� �Q 4 RED OSIER DOG OD 3 RED OSIER 3 TE PINE 1 7 O (CORNUS SERICEA DOGWOOD (CORNUS (PINUS OBUS 24"-36" HT. SERICEA) HT., Its/ �. 3 R SIER \ CONT. 6' O.C. 15 -18 HT., CONT. AS S - OG t�S SER I ' 3 BLACKHAW I O J •C• 0 3 NOR N �, �, COOR TE WI (VIBURNUM OWWOOD NDSLA RCHITEC PRUNIFODUM) I C ER J N (VIB 36" M DENT ) I DEAD �►C TO BE I 24"-36" HT.. AV OF N S O WA 0 - _ 5' CONT \ IOELOC(12 ON CONT. 8 O.C. 1 NIMUM) � 3 ELDERBERRY , �� CSAMBUCUS R \ 1 CANADENS S) I I / S20 34 49 W�COORDINATE WITH s2o°34 49 w ' � \. 18 -24 HT., I / LANDSCAPE ARCHITECT FOR PLACEMENT OF CONT. 5' O.C. I C / + DEAD TREE 'M BE CUT i N / �/ RICHARD J. HAR IS NOTES: 1. THIS MAP IS DEPENDENT UPON THE MAP REFERENCED HEREON 2. WETLANDS FIELD DELINEATED BY JOHN IANNI REG. SOIL SCIENTIST AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC. 3. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 4. SITE IS IN ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER FIRM PANEL 5 OF 11 COMMUNITY PANEL NUMBER 090036 005 D REVISED 2-23-01. 5. NO STUMPS TO BE BURIED ON SITE. STUMPS TO BE DISPOSED OF OFF SITE. 6. NO DISTURBANCE ALLOWED WITHIN CONSERVATION EASEMENT AREA. z-<x 11 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE m INFORMATION. ALL EXISTING UTILITIES SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3 THIS PLAN IS INVALID UNLESS IT BEARS THE IMPRESSION SEAL AND ORIGINAL SIGNATURE OF THE PROFESSIONAL ENGINEER/SURVEYOR. 2 GREY DOGWOOD do RELOCATED ON (CORNUS RACEMOSA) GROUND (12' LENGTH 18"-24' HT., CONT. MINIMUM) n ` / MARY C. WASHBURN WETLAND AREA (2100 S.F. TOTAL) SUBJECT TO MINOR GRADING TREE CLEARING AND ESTABLISHMENT OF LAWN AREA. MAP REFERENCE: 1. TOPOGRAPHIC & CONSERVATION PLAN A.G. BUILDERS, CO. 1052 MAIN STREET NEWINGTON, CONN. BY KIRAN ENGINEERS INC. ENFIELD, CONNECTICUT FOREST VILLAGE SCALE 1"=40' DATE FEB. 1985 DRAWING 5 OF 13. REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS i SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. i 12882 NO. DATE DESCRIPTION i By RICHARD P. MARTEL LIC. No. z rn rn C ER N\�SE T 9 V OF 1 SO/ OR , 1 1 N23°07'32"E - ---- 3°07' ' LIMIT 80' UPLAND 115.00' J REVIEW AREA N �� ' ROTOM EC A ER! CA INC. MITIGATION TO ENTAIL ESTABLISHMENT OF CONSERVATION EASEMENT IN FAVOR OF TOWN OF SOUTH WINDSOR & INSTALLATION OF PLANTINGS WI -I HIN CONSERVATION EASEMENT TO ENH-ANCE EXISTING WETLANDS GRAPHIC SCALE 20 0 10 20 40 { IN FEET ) 1 inch = 20 ft. 860 291 8755 IMPROVEMENT LOCATION PLAN es�gn , r o f e s s' o ' , inc. DESIGN.- DRAWN III CHECKED. GBS cl Civil En&eers • Planners • Surveyors • CIS JOB NO.: 16JI DATE 11/25/02 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS116J1116J13ASE.DWG SOT 3 TO BE COMBINED IN WHOLE OR IN PART WITH LOTS 2 AND/OR 4 DEPENDENT RESURVEY PREPARED FOR: STONE CREST CONSTRUCTIOIN & DEVELOPMENT, LLC LOTS 3-6 - Bancroft Lame SHEET 2, 1-1 ANGLE POSTS I• SET POSTS AND EXCAVATE A 6"x6" TRENCH S• UPSLOPE POST UPSLOPE FROM POSTS. SILT FOR STABILITY FENCING AND SELF- CLEANING. 95• 12" MIN. 2. STAPLE THE SILT FENCING TO THE END OF THE POST 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. COMPACTED BACKFILL I I IM I1_1I I-1I I- I1=- I I I 1 it 11-11 [-L-I 1I- '�I CONSTRUCTION OF SYNTHETIC FILTER BARRIER C_yI ❑❑❑ ❑❑ ❑❑❑❑13 ❑ 0 ❑ � ❑ ❑ 6" CT D.O.T. 2" STONE TO BE PLACED ❑ ❑ ❑ 0 ❑ OVER FILTER FABRIC MATERIAL z ❑❑❑❑0❑ ❑ ❑ ❑ ❑ ❑ O SEE SEDIMENT AND EROSION 0 0 0 L 00SHEET FOR PAVEMENT WIDTHS ❑❑❑ ❑❑ ❑❑❑ ❑❑ ❑❑❑ ❑0 ❑❑❑ ❑❑ ❑❑❑ ❑❑❑ EDGE OF PAVEMENT THRU STREET ANTI -TRACKING APRON N.T.S. Storm Sewer Structure a z, A I I \ 1 r Note: Bindings shall not come In contact with the ground. a Anchor with two 2"x2"x3' Stakes In each bale. Haybole Installation at Catch Basins �F'f1GI�C•s �.4RI�S R�FEr To PLAN 3" SE-���DD�L7 P11J�" R nn v I,C, Irk MiX OF GOMF'pST 0 �k15T11-1G �jplL Shrub Planting SEEDING SCHEDULE ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING AFTER LAWN IS ESTABLISHED. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 100LBS. PER 1000 SQ. FT. r oyyE i'�vr�l_-AT- in TZ77 V/ s OF r���-tr 51tK Sktic�D�>' J PrrtE Z"�2` ALTL�L�- P1)✓1G).JglO1J� mi till e -rza A pEI� -Ill TE III 1�11 In ._ MIX OF:-roPSCI L , SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1 USE THE FOLLOWING MIXTURE: KENTUCKY BLUEGRASS 45% CREEPING RED FESCUE 45% PERENNIAL RYEGRASS 10% APPLY 3.5 POUNDS PER 1,000 SQ. FT. WITH HYDROMULCH AND TACKIFIER EQUAL TO CONWED 2000 (1200LBS/ACRE). TEMPORARY VEGETATIVE COVER SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 ANNUAL RYEGRASS 100% APPLY ONE POUND PER 1,000 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH AT 2 TONS PER ACRE. WETLAND SOILS: PROVIDE AND SEED AREAS WITH NEW ENGLAND EROSION CONTROL AND RESTORATION SEED MIXTURE BY NEW ENGLAND WETLANT PLANTS, AMHERST, MASSACHUSETTS OR APPROVED EQUAL. APPLICATION RATE: 0.75 POUNDS/1000 SF. DISTURBED NON - WETLAND SOILS FOR CONSERVATION AREAS SHALL BE SEEDED WITH LOFT'S ENVIRONMENTAL SEED MIXTURE OR APPROVED EQUAL. APPLICATION RATE: 4.50 POUNDS/1000 SF. o II II 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS ' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12882 IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD P. MARTEL LIC. No. OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY Tree Planting GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. JTPC i i�;G7. }-z�-Jcn:- r < 1' Actin �u c� I " Chi L..E��s• - � St'A lc£ ter• A.t�our 5' psY Mrat�• G1ZbWN'i. 5C--r' {,r r1N15 S vT�Rp.� 860.291.8755 esign rofessionals, Inc. 11 !1 Civil Engineers • Planners • Surveyors • CIS 165 south satellite road • south windsor • connecticut 06074 SEDIMENTATION AND EROSION CONTROL NARRATIVE NOTES 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTiCUT COUNCIL FOR SOIL AND WATER CONSERVATION. 2. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36" WOODEN STAKES PER BALE. 3. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. 4. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY. 5. ANTI -TRACKING APRONS TO BE INSPECTED REGULARLY TO INSURE PROPER OPERATION. STONE TO BE ADDED TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS REQUIRED. 6. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER POSSIBLE. 7. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. n IIA\ Al rt, Tn nr nl Anr'n nf� TI IAT [�TI']IAIn 1'\/�rC AI/VT /\/�\IC IAI /l/�AITA/1T 1111 TIJ TIJC /In^Ilk I r\ y, n/11 D/iLCJ IV DC rLP1l.CU JV InF11 JIrC I1VV UVCJ IVV I I,VIVIL IIV VVIV IHV I IVI Irl 1 -IF VRVVIV U. 10. CONTRACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. 11. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 12. ALL SLOPED AREAS OF THE DETENTION BASIN SHALL BE STABILIZED IMMEDIATELY WITH "CURLEX BLANKETS" EROSION MATTING OR APPROVED EQUAL AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND REPLACEMENT OF THE EROSION MATTING AND SHALL IMPLEMENT ADDITIONAL MEASURES IF NEEDED AS DIRECTED BY THE ENGINEER AND/OR PROPER LOCAL TOWN AGENCY. CONSTRUCTION SEQUENCE 1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR. 2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING. 3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS. 4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING. 5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD. 6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL. THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF DIS n IIRBED AREAS. 7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND START CONSTRUCTION OF FOUNDATIONS IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES. 8. INSTALL UTILITIES. 9. PLACE PAVEMENT, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE. SITE LANDSCAPING MAY BEGIN AT THIS TiME. ESTIMATED START DATE FOR CONSTRUCTION - WINTER 2002 ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL,2004 RESPONSIBLE PERSON(S) FOR IMPLEMENTATION OF SEDIMENTATION AND EROSION CONTROL: STONE CREST CONSTRUCTION AND DEVELOPMENT, LLC 6 BANCROFT LANE SOUTH WINDSOR, CONNECTICUT 06074 TEL. (860) 291-0114 DESIGN: DRAWN. I CHECKED: GBS ✓Oe No.: 7631 DA TE.• 11125102 DRADING NO.: JOBS116J1116J1BASE.DWG RESURVEY PREPARED FOR: STONE CREST CONSTRUCTION & DEVELOPMENT, LLC LOTS 3-6 - l)an crivft Line CONMICTItCUT SHEET