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HomeMy WebLinkAboutSite PlanIN In '1 0 . 10 1 le ml - sm TITLE DWG. NOS. PROPERTY SURVEY 1 RECORD SUBDIVISION MAP 2 SITE DEVELOPMENT PLANS 3-6 PLAN & PROFILE 7-10 CONSTRUCTION NOTES & DETAILS 11 &12 EASEMENT PLANS 13 & 14 A ti�yo ROAD C qNE �o �o LOCATION PLAN SCALE: 1" = 1000' � SITE BENNETT & SMILAS ENGINEERING., 4>5 KILLINGWORTH ROAD, P.O. BOX 241 HICCANUM, CONNECTICUT 06441 (860) 345-4553 FAX (860) 345-3858 EXISTING PROPOSED - - �----- PROPERTY/STREET LINE - - - EASEMENT LINE 0 IP/I.PIN ® IRON PIPE/PIN MON. ® CONCRETE MONUMENT o F. P. FENCE POST —X X X- FENCE TREE LINE STONE WALL WF goo INLAND WETLANDS MARSH INLAND WETLANDS REGULATED AREA - STREAM ---�462_--- CONTOUR 4s3X SPOT ELEVATION SF SILT FENCE 0--s SANITARY SEWER, MANHOLE FM SANITARY SEWER FORCE MAIN -� - STORM SEWER, CATCH BASIN _UD UNDERDRAIN UTILITY POLE/GUY �— SIGN LIGHT POLE GUIDE RAIL PROPERTY APPLIrlANT. ANDERSEN BUIL,QERS, LLC c/o ROBERT ANDERSEN 39 EDGEWOOD AVENUE WESTERLY, RHODE ISLAND PROPERTY OWNER: AELLER, AELLER & MCCOY 736 NORWICH -NEW LONDON TURNPIK t GRAPHIC SCALE ®0 0 50 ,Oo LEGEND 200 400 PROPERTY/STREET LINE ( IN FEET) O - S SANITARY SEWER, MANHOLE 1 inch = 100 ft. El---- D STORM SEWER, CATCH BASIN UTILITY POLE/GUY LAND N/F ® IP/I.PIN IRON PIPE/PIN STANLEY DOMBROWSKI &AURORE A. DOMBROWSKI S 0 D.H. DRILL HOLE TO BE CONVEYED TO THE TOWN OF MONTVILLE El MON. CONCRETE MONUMENT AREA=1588± sq.ft. 0 F. P. FENCE POST S66'27'03"E X WIRE FENCE 33.72' TREE WITH WIRE - - �'� x TREE LINE d STONE WALL ' DH 2A INLAND INLAND WETLANDS H I PIN SET ' MARSH r �� STREAM ►,►, r,, s n/0 IP N/F LOT 43 N/F ,i►, PHILLIP M. HUTA & PINE RIDGE ESTATES , DEBRA HUTA ���0000000c SUBDIVISION CV® OPEN SPACE N /F S6 ° ' LOT 42 ,' \' HARTENS POND, LLC. 4 51 3p„E ANDERSEN LANE IP _?35.99 \ 1l �/l(j \ LOT 41 ® - OPEN SPACE' ' � •. N/F �� LOT 40 ' LOT 39 � LOT 38 , LOT 37 , , �•� ?a �• . • / 65Ax HARTENS POND, LLC. �, ' S78'09'56"E N39°26'29"E 64A 94.30' 66.89' _ i, I►, �' 1 21 B IP I 63A S70' - - - - - S65°25 52„E 2B 2CN49'24'43"E I 58A ,�'' 6LA 1 51 01 E � 1 S71 _06'32"E 234.50' S73' „ - - 3B 19B 18B 66.24' A 61 A DH 7.49' DH "'_ _ 08 44 E 283J18� _____$71035'01"E 226.25 DH 564.4 41 ;51', `L 4B 17B xj6B + IP 9A 60A - �-„- 0 " DH DH IP 1p®- E S71 16 31"E = S76'3419 S66•06� 57A , / 2A 1.54 =goo , - �g2.49, 56A N37 W 126.75 DH 93.43 IP 58 15 v® N 730609.24 6B � • ' • 55A 12.32' LAND N/F N/F STANLEY/60MBROWSKI & / Sl UNGEHEUER AURO A. DOMBROWSKI , TOB CONVEYED TO THE TOWN OF MONTVILLE AREA=1471± sq.ft. �= 23Y2. " R=' L=' T� 152.35' S83'4 28"E ch= 4'51'14"E 242.71' =125.66' OL COL C;/ TER RO,gO'- Zp5.0o, MON. -� 25.82' MON. L=174.45' 3 e 0 00 CO N 8 i N/F RICHARD J. GEORGE & �o KATHERINE A. GEORGE w ACO 0 r° co d N o. 10. I Z S6325p6o ,► IP E 220 8p, Q060a IP o 00 �o E 1155462.65 5 X14B IP 53 00 v� DH SET �v 3A 576'15'46"E \ 7B / 52A 00000p DH 000 • ,�'�i-; 6 6' � • 3B 9.64oo�� ° F. P, ,,y1 , 8Bzc / 12B 51 A �0�0 oo ®`j,� S�'0� ,� �r% �O 7 4A ilt 9 11B 49A 50A „ 03 D.H. SET ° F.P. �_ W 247 • S81'03'14"W �� `� 9 ,.� / OB 48A DH V4B4'15 4B 55.00' '�� vF� �� 1 PIN SET 5 6A 47A N l `� rr ``• V Co rk a� Co A= 10'5 3' 10' R=517.98' L=98.42' T=49.36' _ - I PIN SET � r� /CO 14D N i JOD 13D 1a� 7D� 6D j � 5 3D m N k o N/F 4D ,� o CONNECTICUT LIGHT & C ' POWER COMPANY 10 7C - I? x 6C �� �� IP 1 PIN SET S�1 C 5�( S40'28'51 "W 4.80' z 10 1 6 5 _-� 7A 46A o. NO2°47'58"E QIP ®IV67'40'21 "�/ / I PIN SET 41 o 3 9A 44A 45A 72.17' 207.35' '9 O , ,111 W 1 12 17 g W �h ( PIN SET O +�:N /F SCP N/F C4 18 '10A STANLEY DOMBROWSKI & 43 c� N/F ` ROBERT L. DRAG00 & O v rn 11a AURORE A. DOMBROWSKI 42A DAVID DOMBROWSKI & ��} BARBARA C. DRAGOO �Tz- J oO TAMARA DOMBROWSKI N F ' AREA=1,372,829 sq.ft. / ° o 1 lZ4A =31.516 acres 41A ' 35ATODD R. VEILLETTE &z 21 �, SUZANNE VEILLETTE\ 1 40 36A / z � � 22 34�° Jill x16A •0 P N/F , .��/ THERESA M. DOMBROWSKI & pW A=09029'53"15� 37A \• 33A INV.=429.8 O" _ _ _ _ - W , 17A 24AA INV -4.31.3 XA „ I PIN SET I PIN _ _ -� �.r.- SCOTT A DOMBROWSKI A. IU, R=400.00 � w ' . 25A A360.18 ., N 7 2 35.09 W _ Q " L=66.31 23A ' -moo 24 , 18A� --- 4 ��� /'� H ELTC _ T=33.23 19A�ri SCO o __ .46' 22 N �� Q 94 - - 1 IN HELTCO 10696 N82 HELTCO - _ P I.PIN CLP 1069 rr�r��� N 81 56'59"W 25 - IP _ 15" RCP 5611 $1•A�' �� �� P 15" RCP INV.=429.0 A=09' 1'50„ „ 26 S 06• = 41 _ > " R=250'00 U. POLE it o• INV. 43© A-1011 13 1 , \ A= 29 42 11 ; , ` L= 40.8 R=350.00' R=350.00 , 27X. ,�r�''' ` L=62.23' T=20.4 ' s L=181.45 28 �� y , T= 31.20' a' 4.47' T=92.81 18" CMP , » 306�6g-„ I PIN y O 1 1 INV.=447.9 N82•16 17 w;,� , a: y 2 �� I ` O I P I N �;���i��i�,�•►►�r �'� R O C L 1 0 5 4 °'�`; y O Z R1 =11 '24' 34" 3 �� 30��� �/����,� �� K AS �+ ► z o A LAC �, _7, N/F `� � n 2 �n 2 � -7 , rn ;u � z z R-600.00' 35 ,,��' ��� 1 B r y �3 ` FRANCES W. SWIDE y y� 2N "r' O 0 z � z L=119.48' 38 /-� 3 6 30" MAPLE rI�LTCO 11055 �� �� O y ` ' ' z rn J J �O T=59.94' 30" RCP �� 1105 1�1/ WIRE _ � 0 O 1 � Qj Z 00 to " INv.=446.8 ,/ A= 09 59 58 y �O�a 03®� D r -n � Cn �+A\ r 41 30" RCP 18" CMP R-1000.00 \ n �` O g` C C rri o INv.-4T7.9 L=174.52 z CZ w y rn C: cn 4 �2 /INv.=446.8 T=87.48' r 0 Z c rn 44I P 4 72(,n 5 3 IP 4 / , ,A --.%48 "1 2 �� jam, LAND N/F o-� 49 / sem, STANLEY DOMBROWSKI & �0� .Q j," e �y6 CLP 11057 N/F AURORE A. DOMBROWSKI O MICHAEL S. BRYCKI & TO BE CONVEYED TO THE MARION T. BRYCKI TOWN OF MONTVILLE AREA=14,180± sq.ft. ELTCO 1' .39 P ` a� o' N/F - ` MICHAEL S. BRYCKI & / 0.44' MARION T. BRYCKI �- ' N/F S79'26'07"W DH / JOHN BRYCKI & 36.35' DONNA BRYCKI N/F DAVID V. & DEBORAH CASAGRANDA �I 0 E 0 / JEFFREY A. DOMBROWSKI & MICHELLE M. DOMBROWSKI & JASON A. DOMBROWSKI V M 00 e o I vuil Z�= 00 X �o � /I PIN SET N/F mw GARY N. LONG & C) SHIRLEE A. LONG z� Li ew' ® �z W� z 10 1 6 5 _-� 7A 46A o. NO2°47'58"E QIP ®IV67'40'21 "�/ / I PIN SET 41 o 3 9A 44A 45A 72.17' 207.35' '9 O , ,111 W 1 12 17 g W �h ( PIN SET O +�:N /F SCP N/F C4 18 '10A STANLEY DOMBROWSKI & 43 c� N/F ` ROBERT L. DRAG00 & O v rn 11a AURORE A. DOMBROWSKI 42A DAVID DOMBROWSKI & ��} BARBARA C. DRAGOO �Tz- J oO TAMARA DOMBROWSKI N F ' AREA=1,372,829 sq.ft. / ° o 1 lZ4A =31.516 acres 41A ' 35ATODD R. VEILLETTE &z 21 �, SUZANNE VEILLETTE\ 1 40 36A / z � � 22 34�° Jill x16A •0 P N/F , .��/ THERESA M. DOMBROWSKI & pW A=09029'53"15� 37A \• 33A INV.=429.8 O" _ _ _ _ - W , 17A 24AA INV -4.31.3 XA „ I PIN SET I PIN _ _ -� �.r.- SCOTT A DOMBROWSKI A. IU, R=400.00 � w ' . 25A A360.18 ., N 7 2 35.09 W _ Q " L=66.31 23A ' -moo 24 , 18A� --- 4 ��� /'� H ELTC _ T=33.23 19A�ri SCO o __ .46' 22 N �� Q 94 - - 1 IN HELTCO 10696 N82 HELTCO - _ P I.PIN CLP 1069 rr�r��� N 81 56'59"W 25 - IP _ 15" RCP 5611 $1•A�' �� �� P 15" RCP INV.=429.0 A=09' 1'50„ „ 26 S 06• = 41 _ > " R=250'00 U. POLE it o• INV. 43© A-1011 13 1 , \ A= 29 42 11 ; , ` L= 40.8 R=350.00' R=350.00 , 27X. ,�r�''' ` L=62.23' T=20.4 ' s L=181.45 28 �� y , T= 31.20' a' 4.47' T=92.81 18" CMP , » 306�6g-„ I PIN y O 1 1 INV.=447.9 N82•16 17 w;,� , a: y 2 �� I ` O I P I N �;���i��i�,�•►►�r �'� R O C L 1 0 5 4 °'�`; y O Z R1 =11 '24' 34" 3 �� 30��� �/����,� �� K AS �+ ► z o A LAC �, _7, N/F `� � n 2 �n 2 � -7 , rn ;u � z z R-600.00' 35 ,,��' ��� 1 B r y �3 ` FRANCES W. SWIDE y y� 2N "r' O 0 z � z L=119.48' 38 /-� 3 6 30" MAPLE rI�LTCO 11055 �� �� O y ` ' ' z rn J J �O T=59.94' 30" RCP �� 1105 1�1/ WIRE _ � 0 O 1 � Qj Z 00 to " INv.=446.8 ,/ A= 09 59 58 y �O�a 03®� D r -n � Cn �+A\ r 41 30" RCP 18" CMP R-1000.00 \ n �` O g` C C rri o INv.-4T7.9 L=174.52 z CZ w y rn C: cn 4 �2 /INv.=446.8 T=87.48' r 0 Z c rn 44I P 4 72(,n 5 3 IP 4 / , ,A --.%48 "1 2 �� jam, LAND N/F o-� 49 / sem, STANLEY DOMBROWSKI & �0� .Q j," e �y6 CLP 11057 N/F AURORE A. DOMBROWSKI O MICHAEL S. BRYCKI & TO BE CONVEYED TO THE MARION T. BRYCKI TOWN OF MONTVILLE AREA=14,180± sq.ft. ELTCO 1' .39 P ` a� o' N/F - ` MICHAEL S. BRYCKI & / 0.44' MARION T. BRYCKI �- ' N/F S79'26'07"W DH / JOHN BRYCKI & 36.35' DONNA BRYCKI N/F DAVID V. & DEBORAH CASAGRANDA �I 0 E 0 / JEFFREY A. DOMBROWSKI & MICHELLE M. DOMBROWSKI & JASON A. DOMBROWSKI V M 00 e o I vuil q �i rte' NOTES: 1. THIS SURVEY AND MAP WERE 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 ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. BOUNDARY DETERMINATION/ OPINION IS'`BASED ON A FIRST SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION OF EXISTING PROPERTY LINES, LINES OF OCCUPATION, EASEMENTS AND ENCROACHMENTS. �•, 2. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT COORDINATE CONNECTICUT COORDINATE SYSTEM, NAD 83, HOLDING THE FOLLOWING: CGS MONUMENT #4875 N 723206.859 E 1142281.573 CGS MONUMENT #MAYNARD N 729085.117 E 1139334.313 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: w A. LAND TO BE PURCHASED FROM JULIUS BOROKOSKI AND TOM BOROW MONTVILLE, CONN" BY ® ` d HARTFORD ELECTRIC LIGHT CO., SCALE: 1"=100' AND DATED 10/5/66. 44 64 B. "PORTION OF LAND OWNED BY STANLEY & THERESA DOMBROWSKI BLACK ASH ROAD MONTVILLE CONN. TO BE CONVEYED" BY EDWARD J. BAZZELL L.S., SCALE: 1"=40' AND DATED FEB. 1972. C. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. D. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. E. "FINAL SUBDIVISION PLAN FOREST VIEW ESTATES OWNER & DEVELOPMENT ALEJO ORTEGA BLACK ASH SWAMP ROAD MONTVILLE, CONN" BY SEABOARD ENGINEERING CORP., SCALE: 1"=40', P4P4 DATED MAY 1978 AND LAST REVISED ON NOV. 24, 1978. F. "DOMBROWSKI SUBDIVISION PREPARED FOR STANLEY DOMBROWSKI BLACK ASH SWAMP ROAD MONTVILLE, CONN." BY TOWNE ENGINEERING INC., SCALE: 1"=100', DATED: 11/83 AND LAST REVISED % ON 1/7/84. G. "SUBDIVISION PLAN - PROPERTY OF MICHAEL S. & MARION T. BRYCKI BLACK ASH SWAMP ROAD TOWN OF MONTVILLE, CONNECTICUT" BY KING & MULLEN LAND SURVEYORS, SCALE: 1"=50', DATED APRIL 24, 1984 AND LAST REVISED ON 7/17/84. H. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE U1 CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE: 1"=100', DATED DEC. 1984 AND LAST REVISED ON 3/25/85 SHEET 1 OF 2. I. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE1"=100', DATED DEC. 1984 AND LAST REVISED ON »3/25/85, SHEET 2 OF 2. J J. FINAL SUBDIVISION PLAN ROBIN HILL ESTATES BLACK ASH SWAMP ROAD OAKDALE, CONNECTICUT PREPARED FOR OWNER/DEVELOPER DIOLINDA & ALEJO ORTEGA- BY JOHN KOPKO JR. & ASSOCIATES, INC., SCALE: �- 1 "=40', DATED: JAN. 90 AND LAST REVISED ON JULY 1990. DA TE: K. "RE -SUBDIVISION OF LAND OF STANLEY DOMBROWSKI JR. BOUNDARY PLAN OLD COLCHESTER ROAD JUNE 23, 2005 MONTVILLE, CT" BY BRIAN E. SITTY LAND SURVEYOR, SCALE: 1"=100', DATED: SEPTEMBER, 1995 AND LAST REVISED ON 11/2/05. SCALE: 4. THIS PARCEL IS ZONED R-40, SETBACKS ARE GENERALLY: FRONT 50', SIDE 15' AND 1 "=100' REAR 25'. 5. INLAND WETLANDS LIMITS SHOWN HEREON DELINEATED BY MICHAEL SCHAEFER, SOIL SCIENTIST DWG. NO.: AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING, INC. IN DECEMBER 2004. 1 Z�= X wo � J w w� �, LL", 2 W M mw 'i W _ O m r C) z� Li ew' ® �z W� 0 to � a wV) �Q LLJ o w W 2 N � ZU Y w X �o LL_U Ld O } J W m w� m 7) w h< w w �m a OV) U m q �i rte' NOTES: 1. THIS SURVEY AND MAP WERE 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 ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. BOUNDARY DETERMINATION/ OPINION IS'`BASED ON A FIRST SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION OF EXISTING PROPERTY LINES, LINES OF OCCUPATION, EASEMENTS AND ENCROACHMENTS. �•, 2. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT COORDINATE CONNECTICUT COORDINATE SYSTEM, NAD 83, HOLDING THE FOLLOWING: CGS MONUMENT #4875 N 723206.859 E 1142281.573 CGS MONUMENT #MAYNARD N 729085.117 E 1139334.313 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: w A. LAND TO BE PURCHASED FROM JULIUS BOROKOSKI AND TOM BOROW MONTVILLE, CONN" BY ® ` d HARTFORD ELECTRIC LIGHT CO., SCALE: 1"=100' AND DATED 10/5/66. 44 64 B. "PORTION OF LAND OWNED BY STANLEY & THERESA DOMBROWSKI BLACK ASH ROAD MONTVILLE CONN. TO BE CONVEYED" BY EDWARD J. BAZZELL L.S., SCALE: 1"=40' AND DATED FEB. 1972. C. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. D. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. E. "FINAL SUBDIVISION PLAN FOREST VIEW ESTATES OWNER & DEVELOPMENT ALEJO ORTEGA BLACK ASH SWAMP ROAD MONTVILLE, CONN" BY SEABOARD ENGINEERING CORP., SCALE: 1"=40', P4P4 DATED MAY 1978 AND LAST REVISED ON NOV. 24, 1978. F. "DOMBROWSKI SUBDIVISION PREPARED FOR STANLEY DOMBROWSKI BLACK ASH SWAMP ROAD MONTVILLE, CONN." BY TOWNE ENGINEERING INC., SCALE: 1"=100', DATED: 11/83 AND LAST REVISED % ON 1/7/84. G. "SUBDIVISION PLAN - PROPERTY OF MICHAEL S. & MARION T. BRYCKI BLACK ASH SWAMP ROAD TOWN OF MONTVILLE, CONNECTICUT" BY KING & MULLEN LAND SURVEYORS, SCALE: 1"=50', DATED APRIL 24, 1984 AND LAST REVISED ON 7/17/84. H. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE U1 CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE: 1"=100', DATED DEC. 1984 AND LAST REVISED ON 3/25/85 SHEET 1 OF 2. I. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE1"=100', DATED DEC. 1984 AND LAST REVISED ON »3/25/85, SHEET 2 OF 2. J J. FINAL SUBDIVISION PLAN ROBIN HILL ESTATES BLACK ASH SWAMP ROAD OAKDALE, CONNECTICUT PREPARED FOR OWNER/DEVELOPER DIOLINDA & ALEJO ORTEGA- BY JOHN KOPKO JR. & ASSOCIATES, INC., SCALE: �- 1 "=40', DATED: JAN. 90 AND LAST REVISED ON JULY 1990. DA TE: K. "RE -SUBDIVISION OF LAND OF STANLEY DOMBROWSKI JR. BOUNDARY PLAN OLD COLCHESTER ROAD JUNE 23, 2005 MONTVILLE, CT" BY BRIAN E. SITTY LAND SURVEYOR, SCALE: 1"=100', DATED: SEPTEMBER, 1995 AND LAST REVISED ON 11/2/05. SCALE: 4. THIS PARCEL IS ZONED R-40, SETBACKS ARE GENERALLY: FRONT 50', SIDE 15' AND 1 "=100' REAR 25'. 5. INLAND WETLANDS LIMITS SHOWN HEREON DELINEATED BY MICHAEL SCHAEFER, SOIL SCIENTIST DWG. NO.: AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING, INC. IN DECEMBER 2004. 1 Z�= X � �, LL", 2 W M 'i W _ O m r ew' W� to � a LLJ w W 2 N � q �i rte' NOTES: 1. THIS SURVEY AND MAP WERE 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 ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. BOUNDARY DETERMINATION/ OPINION IS'`BASED ON A FIRST SURVEY. THIS SURVEY AND MAP ARE INTENDED TO DEPICT THE LOCATION OF EXISTING PROPERTY LINES, LINES OF OCCUPATION, EASEMENTS AND ENCROACHMENTS. �•, 2. BEARINGS AND COORDINATES SHOWN HEREON ARE BASED UPON THE CONNECTICUT COORDINATE CONNECTICUT COORDINATE SYSTEM, NAD 83, HOLDING THE FOLLOWING: CGS MONUMENT #4875 N 723206.859 E 1142281.573 CGS MONUMENT #MAYNARD N 729085.117 E 1139334.313 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: w A. LAND TO BE PURCHASED FROM JULIUS BOROKOSKI AND TOM BOROW MONTVILLE, CONN" BY ® ` d HARTFORD ELECTRIC LIGHT CO., SCALE: 1"=100' AND DATED 10/5/66. 44 64 B. "PORTION OF LAND OWNED BY STANLEY & THERESA DOMBROWSKI BLACK ASH ROAD MONTVILLE CONN. TO BE CONVEYED" BY EDWARD J. BAZZELL L.S., SCALE: 1"=40' AND DATED FEB. 1972. C. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. D. "TOWN OF MONTVILLE MAP SHOWING LAND OF STANLEY AND THERESA DOMBROWSKI BLACK ASH ROAD" BY FOLEY & LEONARD, L.S., SCALE: 1"=50', DATED SEPT. 1974. E. "FINAL SUBDIVISION PLAN FOREST VIEW ESTATES OWNER & DEVELOPMENT ALEJO ORTEGA BLACK ASH SWAMP ROAD MONTVILLE, CONN" BY SEABOARD ENGINEERING CORP., SCALE: 1"=40', P4P4 DATED MAY 1978 AND LAST REVISED ON NOV. 24, 1978. F. "DOMBROWSKI SUBDIVISION PREPARED FOR STANLEY DOMBROWSKI BLACK ASH SWAMP ROAD MONTVILLE, CONN." BY TOWNE ENGINEERING INC., SCALE: 1"=100', DATED: 11/83 AND LAST REVISED % ON 1/7/84. G. "SUBDIVISION PLAN - PROPERTY OF MICHAEL S. & MARION T. BRYCKI BLACK ASH SWAMP ROAD TOWN OF MONTVILLE, CONNECTICUT" BY KING & MULLEN LAND SURVEYORS, SCALE: 1"=50', DATED APRIL 24, 1984 AND LAST REVISED ON 7/17/84. H. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE U1 CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE: 1"=100', DATED DEC. 1984 AND LAST REVISED ON 3/25/85 SHEET 1 OF 2. I. "DOMBROWSKI SUBDIVISION II PREPARED FOR STANLEY DOMBROWSKI OLD COLCHESTER ROAD MONTVILLE CONN" BY JOHN KOPKO JR. & ASSOCIATES, SCALE1"=100', DATED DEC. 1984 AND LAST REVISED ON »3/25/85, SHEET 2 OF 2. J J. FINAL SUBDIVISION PLAN ROBIN HILL ESTATES BLACK ASH SWAMP ROAD OAKDALE, CONNECTICUT PREPARED FOR OWNER/DEVELOPER DIOLINDA & ALEJO ORTEGA- BY JOHN KOPKO JR. & ASSOCIATES, INC., SCALE: �- 1 "=40', DATED: JAN. 90 AND LAST REVISED ON JULY 1990. DA TE: K. "RE -SUBDIVISION OF LAND OF STANLEY DOMBROWSKI JR. BOUNDARY PLAN OLD COLCHESTER ROAD JUNE 23, 2005 MONTVILLE, CT" BY BRIAN E. SITTY LAND SURVEYOR, SCALE: 1"=100', DATED: SEPTEMBER, 1995 AND LAST REVISED ON 11/2/05. SCALE: 4. THIS PARCEL IS ZONED R-40, SETBACKS ARE GENERALLY: FRONT 50', SIDE 15' AND 1 "=100' REAR 25'. 5. INLAND WETLANDS LIMITS SHOWN HEREON DELINEATED BY MICHAEL SCHAEFER, SOIL SCIENTIST DWG. NO.: AND LOCATED IN THE FIELD BY BENNETT & SMILAS ENGINEERING, INC. IN DECEMBER 2004. 1 I L. N 3 O L O D C -P rr `` W O V -t! v GRAPHIC SCALE D r O -r t7 , r1 Z'7 %0 11 OO 4 N 0 O� r I 40 0 20 40 80 160 K) M d w I o / m r PROPOSED J / ( IN FEET) 4 BEDROOM "HOUSE 1 inch = 40 ft. r I F.F.=463.5 ® 'V PROPOSED. P J \ CLP 11054 4 BEDROOM HOUSE 4 6EDRo�'�S�.D � � j GAR.=461.5 SEE COVER DRAWING FOR LEGEND h AR. 4670 O SEE DRAWING NO. 11 & 12 FOR CONSTRUCTION NOTES & DETAILS QD CB 1 cgF�4 3NOUSE GAR.=465.0 , p ®♦� STOP SIGN AND T FA=458.37 r -' 1-464 p STREET NAME SIGN INV.=453.50 O d CB 3 rJ ' �/ • STOP BAR I T FA=460.68 O INV.=452.37 CONSTRUCTION 17 LF - 15" HDPE 6 o ENTRANCE 2S• o® S=0.0100 ft/ft o Mom S N ®/`! U o�� _j r CONN. GRID (NAD 83) w 1 ,,QQ 0 ® r N - _ SMH 2 R-1 00 o U �� �h CB 2 INV.=459.5 O -M- vNa CB 4 \ PROPOSED 17 LF 15" HDPE -' UD �' 6" UNDERDRAIN CSD S=0.0100 ft/ft O 00 13 0 00 O (§> ®o MICHAEL S. BRYCKI & d '� �,°'�, `'� �' off^ / MARION T. BRYCKII I I II aX L o o v- v [y SMH 1 Q a. #~ Q m o v � ko PROPOSED so. 4 INV.=4 4.0 0 F.F.=464.5 4 BEDROOM HOUSE Jo d - Q � BEDROOM HOUSE PROPOSED i 11 / i J ' O GAR.=462.5 F.F.=463.0 r 215 LF - 8" PVC GAR.=461.0 j r c� N /F o ® S=0.0100 ft/ft \Go HARTEN S PO ND, LLC. o 9 0 os10 / l U. P OLEO r S ®(� PROPOSED SANITARY •s �� SEWER EASEMENT r ` 200 LF - 15" HDPE r ® S=0.0050 ft/ft i pCOR(pSE SMH 4 d d r o1- °A 6.5 5 T.F.=452.30 8 F F •'' q�6� 1 R DATE OF COMPLETION OF ALL WORK - APPROVED BY THE INLAND WETLANDS AND INV.=447.19 PROPOSED DRAINAGE d GP r WATERCOURSES COMMISSION, THE WATER man EASEMENT i / AND WATER POLLUTION CONTROL AUTHORITY, r ®UNCAS HEALTH DISTRICT, PUBLIC WORKS ® DIRECTOR, ASSESSOR, AND THE MAYOR. N/F FES 5 - I CHAIRMAN/SECRETARY DATE HARRY S. WALENCZYK & INV.=451.95 i---' - ---------- . ' PLANNING AND ZONING COMMISSION ELIZABETH C WALENCZYK_—' PASSIVE SOLAR ENERGY TECHNIQUES AS PRE- CHAIRMAN DATE i r SCRIBED BY LAW HAVE BEEN CONSIDERED IN INLAND WETLANDS AND WATERCOURSES COMMISSION DEVELOPMENT OF THIS PLAN. O m ! a ;n o -c RIPRAP o o SPLASH PAD \ CHAIRMAN DATE ISI � o 5 4SUBDIVIDER DATE WATER POLLUTION CONTROL AUTHORITY i to N Ln ---_ — Ln Ln o 0 3A — m /-'- -� , ENGINEER SURVEYOR DATE PUBLIC WORKS DIRECTOR DATE r yy1 A Z'2-4 Sp. iN 2A j APPROVED BY THE MONTVILLE PLANNING & ZONING e COMMISSION HE ` 159 LF - 8" PVC qND I_ • H� I TCO � ®S=0.0520 ft/ft � �Fw p�qN 6A N /F 10096 HEALTH OFFICER DATE � � �RFq 0 FRANCES W. SWIDER / CHAIRMAN /SECRETARY DATE 13Ax tilr PLANNING & ZONING COMMISSION ASSESSOR DATE PROPOSED PUMP STATION 1 A PARCEL TO BE CONVEYED TO12A THE TOWN OF MONTVILLE WPCA �Ir, EROSION &SEDIMENTATION :CONTROL CERTIFICATION: _ ,,Ir, MAYOR DATE soft mom15AZ 8A� . • 7A — ,�Ir, ZON NGEDBY THE COMMISS COMMISSION. PLANNING AND PS alr, F PUMP STATION 11 A Y o T.F. = 444.00 air, CHAIRMAN SECRETARY DAA X a INV.=438.92 0 PVI STA = 4+00 PVI ELEV = 461.64 A.D. = 2.00 �. K = 50.00 W = P x 0 L r z 100.00' VC -- W C) 470 460 450 :�k O Z 0 . QCo w"� 470 w q fY, o 04 460 O Nv w�cl�o N o �o 450 V 445 W DATE: JUNE 23, 2005 SCALE: 1 "=40' + �Ppp O V) Lfi Lo U Ld _ m > m V) LL >: N V) f- z A c� > LTJ C) w EXISTING GRADE 00 N Lo 't OR � d- ®-2•}_cv +rNO '- � n FINISHED GRADE ®� t II Il II _ L,.: » p o (D nri Cd ,� K) +U-)0 _+U-,�CO d - U)�ZZ II II N ad- II :2�u-� m f -U> 226 LF - 5" HDPE ®S=0.000 _ 8" PVC S=0.0100 ft ft ft/ft 156 LF PVC ®S=Q. 0050 ft/ft 2fi8 LF - 8" PROFILE SCALES: 1"=40' HORIZ. 1"=4' VERT. w 0 Q C9 O ppm r7 O�� N t Lo to o0d � � Lo 0; �G � �� �� (o� coo z 470 w q fY, o 04 460 O Nv w�cl�o N o �o 450 V 445 W DATE: JUNE 23, 2005 SCALE: 1 "=40' • GRAPHIC SCALE 40 0 20 40 80 160 w Cq ( IN FEET) 1 inch = 40 ft. ~ SEE COVER DRAWING FOR LEGEND r♦� SEE DRAWING NO. 11 & 12 FOR CONSTRUCTION NOTES & DETAILS "milCo r � � 19 ® [�•� � o 1+ C SMH 7 •'� -45 LF 15"H D E o 0 S 0.0050 ft t MH ­'9 Q U T 463 0 / C83.00 / v1 441 w4j 0000tt� _ - Z-96 IF - 15" P 'Sm 0 S=O: _50 0 1 DMH /10 ko T.F.=46 - Cn236 Co �► 124 LF - 15" HDPE , / / , - �,r- G DATE OF COMPLETION OF ALL WORK - ,' 51 A,' � DMH 11 � � � o ®�" APPROVED BY THE INLAND WETLANDS AND � 0 S=0.0050 ft/ft T.F.=455.80 - ' - 0 . l - - - - _ WATERCOURSES COMMISSION, THE WATER 44 - - - -f�- - AND WATER POLLUTION CONTROL AUTHORITY, a ' INV.=450.86. , ,' � � �� UNCAS HEALTH DISTRICT PUBLIC WORKS FES 12 ' _SE- - �1 - - �\ Qq INV.=450.23 - ' ` 50A SF o - o _ _ _ - - - ' ` DIRECTOR, ASSESSOR, AND THE MAYOR. x CHAIRMAN/SECRETARY DATE RII?RAP F I F SMH 5 J'�� _ _ ' PLANNING AND ZONING COMMISSION U SPLASH ( PAD PASSIVE SOLAR ENERGY TECHNIQUES AS PRE- CHAIRMAN DATE SCRIBED BY LAW HAVE BEEN CONSIDERED IN o ' INLAND WETLANDS AND WATERCOURSES COMMISSION / \® r DEVELOPMENT OF THIS PLAN. L O_ � CHAIRMAN DATE WATER POLLUTION CONTROL AUTHORITY PROPOSED SEWER J SUBDIVIDER DATE EASEMENT IN FAVTj OF LOT 15 / ENGINEER SURVEYOR DATE PUBLIC WORKS DIRECTOR DATE APPROVED BY THE MONTVILLE PLANNING & ZONING COMMISSION HEALTH OFFICER DATE CHAIRMAN / SECRETARY DATE PLANNING & ZONING COMMISSION ASSESSOR DATE EROSION & SEDIMENTATION CONTROL CERTIFICATION: MAYOR DATE CERTIFIED BY THE MONTVILLE PLANNING AND ZONING COMMISSION. CHAIRMAN SECRETARY DATE 0 Lo II II Co LL. V) ~Z 0n Y o ------------------- ---------- o0 ' i x a � EXISTING RADE C� ---- 0 SANIT RY SEWER — — e- �_ N I �// x 460 r 'W� Lo 460 W W E � Z II ___ -------------------------------- 0� V) ------- C; / i i Z 450 ' 296 LF 8" PVC 0S=0.Op50 ft/ft W 190LF-� 8"PVCC�S=O S=0.00"I's --------------- J O � Q A O 440 440 o O PROFILE SCALES: 1"=40' HORIZ. ® �g 1"=4' VERT. ad s rr^^ O v1 vi r7 CO rn Oi N d d d N N L) v � Ln � � Ln to L0 cfl cD c9 cfl c0 co � 7 F, J 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 DA TE: JUNE 23, 2005 SCALE: C 1 "= 40' DWG. NO.: • GRAPHIC SCALE 40 0 20 40 80 160 A r � .. NMATCH LINE.: (SEE p v RAWING r•. 0, g) IN FEET) 1 inch = 40 ft. SEE COVER DRAWING FOR LEGEND SEE DRAWING NO. 11 & 12 FOR CONSTRUCTION NOTES & DETAILS ® op Go Ln 4 1 1 1 r 1 G t V 1` } ®®.rte„ • 1 /y S H 9\ `- ' DATE OF COMPLETION OF ALL WORK — APPROVED BY THE INLAND WETLANDS AND r ' - WATERCOURSES COMMISSION, THE WATER AND WATER POLLUTION CONTROL AUTHORITY, UNCAS DIRECTOR, EALTH ASSESSOR,ICT, PUBLIC AND THE MAYOR WORKS, 23 ` CHAIRMAN/SECRETARY DATE PLANNING AND ZONING COMMISSION \ PASSIVE SOLAR ENERGY TECHNIQUES AS PRE — \ A CHAIRMAN SCRIBED BY LAW HAVE BEEN CONSIDERED IN INLAND WETLANDS AND WATERCOURSES COMMISSION SEE DRAWING N0. 6 DEVELOPMENT OF THIS PLAN. \ CHAIRMAN DATE \ I \ %H SUBDIVIDER DATE WATER POLLUTION CONTROL AUTHORITY \ \ \ \ \ t 5 I EXISTING \\ WELL TO ,BE ENGINEER SURVEYOR DATE r \ ABANDONED- - _ ,''\ PUBLIC WORKS DIRECTOR DATE APPROVED BY THE MONTVILLE PLANNING & ZONING SMH \ SMH 11 ' o Ex.wF�� 8D o ,� COMMISSION amp 9D W � HEALTH OFFICER DATE PS CHAIRMAN / SECRETARY DATE / 454 ��� 7D PLANNING & ZONING COMMISSION ASSESSOR DATE D PROPOSED PUMP STATION EROSION & SEDIMENTATION CONTROL CERTIFICATION: PARCEL TO BE CONVEYED MAYOR DATE TO THE TOWN OF CERTIFIED BY THE MONTVILLE PLANNING AND MONTVILLE WPCA ZONING COMMISSION. CHAIRMAN SECRETARY DATE Y W�a �X 0 Co W Z W n 1�- S C \ EXISTI G GRADE ® W SANITARY SEWER 00 1. Iq 0 to C14 0-4- �� = II II. � �z �> cn �— ♦ 00 - f_ N 00 M1 - n _d -d' OOH — __���` \ . z V){Z z w� W ly-,� ,� W v 261 � — 8" PVC ®S=.0.0050 ft/ft w 165 LF 8" PVC ® S=0.0050 ft ft Z —i 171 LF, — 8" P VC ®S— Q05o_f L/f 190 LF -. 8�' PVC ®S=0.0050 jft/ft cc ® A O O C) ®� Co ® o PROFILE SCALES: 1"=40' HORIZ. coj 1"=4' VERT. 0 W N i tr N t 147 (n , f C D �i DA TE: � 8+00 9+00 10+00 11+00 12+00 13+00 14+00 JUNE 23, 2005 0 SCALE. �i 1 40' DWG. N0. o _ 10 0 A STANDARD M.H. FRAME PAVEMENT WHERE. SHOWN OR .FINISH GRADE CONSTRUCTION NARRATIVE B I. GENERAL - 1 BRICK LEVELING COURSE 1. THE PROPERTY OWNER IS PROPOSING TO SUBDIVIDE HIS PROPERTY INTO 25 RESIDENTIAL r� 1 I i I BUILDING LOTS. 2 THE SUBDIVISION CONSISTS OF LAND LOCATED ON THE NORTH SIDE OF BLACK ASH ROAD AND �I 1I hod a °o DaaaoDavQa .o 1 _ I I I I I �a Q � � Qa THE SOUTH SIDES OF OLD COLCHESTER ROAD. THE PARCEL CONTAINS 31.516 ACRES SOLID COVER 30" DIA. r z BOLT DOWN COVERS IN ALL ROAD LOCATIONS. `° SUBBASE (IN PAVEMENT AREA) OF WHICH 10.950 ACRES ARE DESIGNATED AS INLAND WETLANDS. 3. THE PARCEL CONTAINS A VARIETY OF TERRAIN INCLUDING MEADOW, FOREST AND WETLANDS. USE FIRE HARDENED BRICK FOR THE BENCH. PRECAST 4. THE PARCEL GENERALLY SLOPES FROM SOUTH TO NORTH TO A LARGE AREA OF INLAND NOTES: T.F. TO FIRST STEP SHALL BE LESS THAN 22". 1. REMOVE HAYBALE BARRIER AFTER PERMANENT ECCENTRIC COMPACTED SUITABLE NATIVE WETLANDS LOCATED IN THE CENTRAL PORTION. CONE w 5. 25 LOTS ARE PROPOSED FOR THE PROPERTY. 3 LOTS HAVE FRONTAGE ON OLD COLCHESTER ROAD. r,,, ® �D GROUNDCOVER HAS BEEN ESTABLISHED. BRICK BENCH zo BACKFILL MATERIAL "moi Q ® k 2. CLEAN SUMPS AFTER REMOVAL OF BARRIER. 5 LOTS HAVE FRONTAGE ON BLACK ASH ROAD. 17 LOTS ARE PROPOSED TO BE DEVELOPED ON 3. CATCH BASINS SHALL BE PRECAST UNITS. v = 4'-6" MIN. COVER 1,100 L.F. OF NEW ROAD. NO WETLANDS OR REGULATED AREAS ARE PROPOSED TO BE W • 4. UNDERDRAINS SHALL BE INSTALLED WHEN FIELD 0.8D M = FOR FORCE MAIN DISTURBED DUE TO CONSTRUCTION OF THE PROPOSED ROADS OR LOT DEVELOPMENT. THE Oto CONDITIONS WARRANT AS DIRECTED BY THE TOWN. INSTALLATION OF THE PROPOSED SANITARY SEWER AND FORCE MAIN SHALL DISTURB 0.002 ACRES STANDARD x to OF WETLANDS AND 0.246 ACRES OF REGULATED AREA. I®� MANHOLE STEP A DETECTABLE WARNING TAPE CONTINUOUS ALONG SEWER MAIN 6. ALL LOTS WILL BE SERVED BY WELL AND SANITARY SEWER. 0o PROJECT WILL BE DEVELOPED IN ONE PHASE. 114- 7. .THE PR 2'-3" MIN. COVER FOR 8. CONSTRUCTION IS EXPECTED TO COMMENCE IN THE FALL OF 2005. E� SANITARY LATERALS 9. THE RESPONSIBLE CONTACT PERSON FOR THE INSTALLATION AND MAINTENANCE OF THE �. FILTER FABRIC ENVELOPE EROSION AND SEDIMENT CONTROL MEASURES DURING CONSTRUCTION IS ROBERT ANDERSEN, W ®5,_4„ CONTINUOUS ALONG SEWER MAIN 1-203-410-5350. KENT SEAL NO.2 g" TYP, FLEXIBLE JOINT z w 12" MIN. IL CONSTRUCTION SEQUENCE - STREET AND GENERAL SITE WORK. PLAN SEALANT F Q w STORM DRAINAGE 1. GENERAL INSTALLATION AND CONSTRUCTION PROCEDURES. O V)COMPACTED SUITABLE NATIVE A. CONSTRUCTION ENTRANCES SHALL CONSIST OF 4 OF CONNDOT GRADATION N0.3 AGGREGATE �i ® L,j00 N �- BACKFILL MATERIAL PLACED ON A GEOTEXTILE FABRIC. MONITOR THE CONSTRUCTION ENTRANCES CONTINUOUSLY -^ y 2" 2'-2 a" 2'-2i6" 2r, 2" 10%8' 10" 10 le" 10" 2" ° : .' a N w w p 12"f=D 12" AND PLACE ADDITIONAL AGGREGATE DRESSING AS NECESSARY. SEE DETAIL. v1 ^ I- TYP. BOTTOM B. SEDIMENT BARRIERS SHALL BE INSTALLED AS SHOWN IN THE DETAIL. THE BARRIERS 1" SECTION A -A 48 _ OF TRENCH SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. REPAIR OR REPLACE PIPE: ANY PORTION OF THE BARRIER WHICH IS NOT FUNCTIONING AS INTENDED. REMOVE o� " g �� ,"� _ , ° 4 ° , ,o �\ FLEXIBLE SLEEVE LD 4 - STORM TO BE HDPE OR RCP CLASS IV ANY ACCUMULATED SEDIMENT. La ..� 3 s 8 I a 3 3'8 °°. 2 8 WITH STAINLESS / - r a - SANITARY TO BE PVC SDR35 C. THE LIMITS OF CONSTRUCTION ARE DEPICTED ON THE SITE DEVELOPMENT PLANS. THESE A STEEL STRAP w c REPRESENT THE LIMITS OF CLEARING, GRADING AND EXCAVATING. GRUBBING AND k- U (BOOT) w Q COMPACTED FINE " D + 24" STRIPPING OF TOPSOIL ARE TO BE COMPLETED IN SMALLER AMOUNTS IMMEDIATELY PRIOR 12" 21m -8R" 12" " 3 " FLOW LFLOW V > BEDDING UNDER 12 [may '°moi 12 2 -1 / 8 � Q PIPE IN LEDGE ONLY TO EXCAVATION. ON-SITE BURIAL OF BRUSH, STUMPS AND OTHER DEBRIS IS PROHIBITED. m D. STRIPPED TOPSOIL SHALL BE STOCKPILED IN THE AREAS SHOWN. IMMEDIATELY PLACE N k FOR SANITARY: 6" OF 3/4" CRUSHED STONE SEDIMENT BARRIERS ALONG THE DOWN SLOPE SIDE OF THE PILES. IF THE PILES ARE 0 o a _ BEDDING TO HAUNCH. SAND FROM HAUNCH TO NOT TO BE MOVED FOR AT LEAST THIRTY DAYS, THEN SEED WITH THE TEMPORARY SEED C14 4 a . 6" MIN. 12 ABOVE THE PIPE. PLACE DETECTABLE MIXTURE. WARNING TAPE ABOVE THE SAND. LINE TRENCH WITH FILTER .FABRIC. E. THE DETENTION BASIN SHALL BE INSPECTED PERIODICALLY AND AFTER EVERY STORM. CLEAN OUT ACCUMULATED SEDIMENT WHEN IT REACHES ONE FOOT IN DEPTH. F. CONSTRUCT TEMPORARY SEDIMENT BASIN AS SHOWN IN THE DETAIL. THE TEMPORARY 75 7%" 7%s' I G.CONSTRUCT SANITARY SEWER PUMP STATIONS. _STANDARD PRECAST SANITARY SEWER MANHOLE TYPICAL TRENCH DETAIL 2. ROAD CONSTRUCTION AND DEVELOPMENT m NOT TO SCALE m NOT TO SCALE A. INSTALL THE CONSTRUCTION ENTRANCE. Q B. CLEAR AND GRUB THE AREAS NECESSARY FOR THE INSTALLATION OF THE SEDIMENT BARRIERS. INSTALL SEDIMENT BARRIERS IN THE LOCATIONS SHOWN ON THE DRAWINGS. o C. CLEAR THE AREA REQUIRED FOR THE CONSTRUCTION OF ROADWAY AND THE DETENTION BASIN. I M D. GRUB THE AREAS FOR THE DETENTION BASIN. 04 ?E. CONSTRUCT THE DETENTION BASIN. STABILIZE THE SIDE SLOPES AND INSTALL ROCK CUTL TEMPORARY RISER PIPES AS DETAILED. THE RISER PIPE WILL REMAIN IN PLACE 25 SEC110NI DURING THE ENTIRE TIME OF CONSTRUCTION UNTIL THE PAVEMENT HAS BEEN LAID AND 4 ° °. ESTABLISHED. . cot t , � PERMANENT GROUND. COVER HAS BEEN E SHE -� F. GRUB THE REMAINDER OF THE ROADWAY. 0118" " " 8» 3'_0" g" 50' ��� G. STRIP AND STOCKPILE TOPSOIL IN THE AREAS SHOWN. " 4 0 8TION AND 5'-4" 4'-4" �' ' o� H� B FINISHED GRADE. MAINTAIN THE TEMPORARY SEDIMENT BAS NE LOTS TO WITHIN 6 OF 13' 24' ; ,/ /�1 I. INSTALL DRAINAGE, SANITARY SEWER AND UT1LITIES. SEWER LATERALS ARE TO BE INSTALLED SECTION A -A SECTION B -B 1 I BEHIND THE STREET J. PLACE THE BASECOUR EOF PAVEMENT AND THE CURB. K. BRING THE SHOULDERS TO FINISHED GRADE WITH A MINIMUM OF 4" OF TOPSOIL, SPREAD » » MAX " R FT. g,1 �� `� , 1 1'E 1 PE 3• SCHEDULE.E, FERTILIZER AND MULCH IN ACCORDANCE WITH THE PERMANENT SEEDING TYPE C CATCH BASIN MPx -_RFT. 3 a" PER FOOT 3�8» PER FpOr • 1 n,Ax - i, ,' , NOT TO SCALE 3,1 3/8" PER 46 _ I NOTE: 3. FINAL CONSTRUCTION MEASURES. 8 CLEAR CUTTING OF LOTS IS NOT A. PLANT STREET TREES. _ PERMITTED. INDIVIDUAL PLOT B. PLACE FINAL COURSE OF PAVEMENT. PLANS SHOWING LOT IMPROVEMENTS C. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN FINISHED GRADE ' ' N AND LIMITS OF TREE CUTTING NOTES: ESTABLISHED. FINE GRADE THE AREAS AND SEED AS NECESSARY. 1. STREET TREES SHALL BE PLANTED 50' O.C. ROAD CROSS SECTION ' "' SHALL BE SUBMITTED TO THE TOWN ON BOTH SIDES OF STREET ADJUSTED FOR NOT TO SCALE ` ' r ►" OF MONTVILLE AS REQUIRED PRIOR UTILITIES, DRIVES ETC. ,' " ', TO ISSUANCE OF A BUILDING PERMIT. III. BUILDING LOT DEVELOPMENT 2. TREES SHALL BE PLANTED 10 INTO LOTS ' ` P 1. THE CONSTRUCTION SEQUENCE FOR THE INDIVIDUAL LOTS IS GENERIC AND IS SELECT BACKFILL ` " PROPOS�D - INTENDED AS A GENERAL GUIDELINE. THE HOUSE LOCATIONS DEPICTED ON THE MATERIAL, TAMPED MEASURED FROM FRONT PROPERTY LINE. �� '` 4� BEDROOM,HOUSE °' ,' SITE DEVELOPMENT PLANS ARE INTENDED TO SHOW THAT THE LOTS CAN BE 3. TREES SHALL BE 1 3/4" MIN. CALIPER & \ F,F.=467,0 , DEVELOPED IN ACCORDANCE WITH THE ZONING, SUBDIVISION AND INLAND 10' MIN. IN HEIGHT. �� GAR.=465:0 `� WETLANDS REGULATIONS OF THE TOWN OF MONTVILLE AND THE REQUIREMENTS OF THE '• STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. INDIVIDUAL PLOT PLANS WILL BE PROVIDED FOR EACH LOT AS REQUIRED. SEPTIC SYSTEM DESIGN PLANS WILL 10'x20' CONSTRUCTION BE PROVIDED TO THE UNCAS HEALTH DISTRICT PRIOR TO LOT DEVELOPMENT. ,_ " ENTRANCE 2. THE INSTALLATION AND MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MIN SILT. FENCE ; \ 464 �� DEVICES ON THE INDIVIDUAL LOTS WILL BE THE RESPONSIBILITY OF THE LOT OWNER. SAWCUT NEAT EDGE AND SEDIMENT TppSp� 3. CONSTRUCTION SEQUENCE SANITARY SEWER APPLY LIGHT COAT OF BARRIER SrOCKP� 4 A. INSTALL SEDIMENT BARRIER IN ACCORDANCE WITH THE TYPICAL EROSION AND FORCE MAIN PVC ASPHALT EMULSION PRIOR • PRESSURE PIPE TO PAVEMENT INSTALLATION 1 1/2" BITUMINOUS CONCRETE (TYPICAL) SEDIMENT CONTROL: DETAIL. SF B. INSTALL CONSTRUCTION ENTRANCE. • ASTM D 2241, (BOTH SIDES TYPICAL) SURFACE COURSE (CLASS 1) _]EXISTING _ 1 SF C. GRUB THE LOT. STRIP AND STOCKPILE TOPSOIL. SDR 21, OR 12" APPROVED EQUAL 3" BITUMINOUS CONCRETE SURFACE PAVEMENT CB 3 ` D. EXCAVATE FOR UTILITIES AND FOUNDATION. COURSE CLASS 1, TWO COURSES OR 6 E. CONSTRUCT THE HOUSE. MATCH EXISTING, WHICHEVER IS GREATER SMH 2 - - - F. SPREAD THE TOPSOIL AND FINE GRADE. SPREAD SEED, LIME AND FERTILIZER IN COARSE SAND OR FINE _ • " ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. TRENCH WIDTH + 24 Y o GRAVEL, TAMPED EXISTING " _ G. REMOVE ALL SEDIMENT BARRIERS AFTER PERMANENT GROUND COVER HAS BEEN 12 COMPACTED PAVEMENT PROCESSED ESTABLISHED. FINE GRADE THE AREA AND SEED AS NECESSARY. W GRAVEL BASE _ GB 4 , _ PERMANENT SEEDING SCHEDULE t - + - •'' TRENCH -WIDTH - G - SEED MIXTURE: , CREEPING RED FESCUE 0.45 LBS PER 1000 sq.ft. 10" COMPACTED - ` O� N . ,. � REDTOP 0.05 " TRENCH WIDTH PROCESSED _ _ - TALL FESCUE 0.45 m N 6 MIN. GRAVEL BASEatIx ,- TOTAL 0.95 LBS PER 1,000 sq.ft. X 2 FERTILIZER: 10-10-10 APPLY AT 7.5 LBS PER 1,000 sq.ft.Z W • LIMESTONE: APPLY AT 150 LBS PER 1,000 sq.ft. 18" TYPICAL HOUSE LOT SEEDING DATES: APRIL 1 THROUGH JUNE 15 AUGUST 15 THROUGH OCTOBER 1 EROSION SEDIMENT CONTROL PLAN MULCHING: SPREAD HAY/STRAW OVER ALL AREAS AFTER SEEDING. USE 1 1/2 TO 2 BALES PERMANENT TRENCH REPAIR DETAIL TEMPORARY TRENCH REPAIR DETAIL- PER 1,000 sq.ft. TARGET FOR 100% COVERAGE ANCHOR BY USING NETTING NOT TO SCALE NOT TO SCALE SCALE: 1 "=40' OR TRACKING AS NECESSARY. ®C FORCE MAIN TRENCH HYDROSEEDING WITH SEED, LIME, FERTILZER AND FIBER MULCH IS ACCEPTABLE. SEEDING RATES NOT TO SCALE SHALL BE INCREASED BY 10 PERCENT. TEMPORARY MEASURES - 000 sq.ft. SEED MIXTURE: ANNUAL RYEGRASS 1.00 LBS PER 1 MULCHING: SAME AS ABOVE W SEED AND MULCH ALL EXPOSED AREAS THAT WILL NOT BE BROUGHT TO GRADE FOR A PERIOD IN EXCESS OF THIRTY DAYS. ® O LOAM AND SEED WHEN SEEDING DATES CANNOT BE MET, SPREAD MULCH AS DESCRIBED ABOVE. q DISTURBED AREAS W BITUMINUOUS j FILTER FABRIC CONTINUOUS ALONGj UNDERDRAIN /D hod a °o DaaaoDavQa .o 4 Q d as o a �a Q Qa �Q oda 4 v zo oa a D as D o avoDa 2 , a p Q oa a o CONCRETE POST ANGLE 10 UPSLOPE STORM WATER FOR STABILITY AND INLETLIP CURB FILTER FABRIC 3" 9" SELF CLEANING. DATE OF COMPLETION OF ALL WORK04 O 1/2 BROKEN STONE R=2" GRAVEL OR SCREENED A COMPACTED I*4 FLOW BACKFILL N 6" 1O0 CHAIRMAN/SECRETARY DATE " 8' PLANNING AND ZONING COMMISSION ® ��•♦♦''^ FLOW 1 1/2 BIT. CONC. lips, SURFACE COURSE�12" MIN. FLOW => 1 1/27 BIT. CONC. DEPTH ®, BASE COURSE O �► 6" PROCESSED 1. SET POSTS AND EXCAVATE 2. ATTACH FILTER FABRIC FENCING 3. BACKFILL THE TRENCH GRAVEL BASE A 6"X6" TRENCH. TO POST AND EXTEND IT TO THE AND COMPACT THE SET POST DOWNSLOPE. TRENCH BOTTOM. EXCAVATED SOIL. col 6" PERF. PVC PIPE 12" MIN. PLACEMENT Ser CONSTRUCTION OF SYNTHETIC FILTER BARRIER (HOLES DOWN) COMPACTED NOT TO SCALE N ANCHOR WITH TWO GRAVEL SUBBASE 2"x2"X3' STAKES FOR EACH BALE N J C C c c .� a c ., S( L C T L Q a t - z U a U 3 c E c c c