Loading...
HomeMy WebLinkAbout2012-09-04 Planning Board Supplemental Materials (34) GAl ASSESSORS REFERENCE: Z,Qv�o co`� MAP 65, LOTS 8, 9, & 55 9pp �FTON a� DEED REFERENCE: �- N.E.R.D. BOOK 1107, PAGE 153 Q� �O. EASEMENT REFERENCE: N.E.R.D. BOOK 1894, PAGE 140 (SEWER & N/F UTILITY EASEMENT ALONG PROPERTY LINE PAUL & PATTI PEDRO ABUTTING RAILROAD RIGHT-OF-WAY) �C Q\�� 0 co Q O O JJ N/F SHEET 4 TOWN OFFNORTH �._ ANDOVER \ LOCUS 0 N/F �c.G GO TOWN OF NORTH � SHEET 5 P/NE ANDOVER �I -- N/F E ROAD ANTHONY& dG �'i --- X2,9 yds � -' COURTNEY O HUTCHINS FAMILY TRUST S� _44/ � N/F � P8g0� ,Q JAMES &TARA N/F N/F PANGAKIS �� OHO DAVID & MAURA BLUNDIN JOHN & COLLEEN LOCUS MAP 5J �� EM STREET �� DIAS SCALE: 1" = 600'± co O ` 1 _ PRD DIMENSIONAL REGULATIONS: N/F �ti (� �—--- N/F STAGE DONNA& MARK o�� CHRISTOPHER FORD SKOWRONEK ZONING DISTRICT: R1 ZONING DISTRICT: R3 MIN. LOT AREA = 21,780 S.F. MIN. LOT AREA = 12,500 S.F. J MIN. LOT FRONTAGE = 100 FT. MIN. LOT FRONTAGE = 100 FT. N/F \ 0 JOHN LUNDY & MIN. FRONT SETBACK = 20 FT. MIN. FRONT SETBACK = 20 FT. ,>0 /C KAREN LAFFERTY \ MIN. SIDE SETBACK = 20 FT.* MIN. SIDE SETBACK = 20 FT.* LUNNY ` MIN. REAR SETBACK = 20 FT. MIN. REAR SETBACK = 20 FT. N/F O/S � DAVID BLUNDIN * THE STRUCTURE MAY BE PLACED UPON A SIDE LOT LINE WITHOUT A SIDE YARD T� SETBACK, PROVIDED THAT THE ADJACENT LOT TO WHICH THE ZERO SETBACK IS N/F LOCATED HAS THE REQUIRED SIDE YARD SETBACK. �,. JOHN & SUSAN PERCIVAL N/F LOT AREA SUMMARY OPEN SPACE AREA SUMMARY OPEN SPACE KAREN &THOMAS KINNEMAN ' ' PARCEL B /\ LOT NO. LOT AREA C.B.A. 1 21,780 S.F. 21,780 S.F. (100%) OPEN SPACE PARCEL AREA WETLAND UPLAND AREA ` OPEN SPACE2 21,780 S.F. 21,780 S.F. (100%) PARCEL (ACRES) AREA (ACRES) (ACRES) -------- 3 21,780 S.F. 21,780 S.F. (100%) A 1.4617 0.1792 1.2825 N/F Tj ` � LOT 6 PARCEL Ci �- 4 21,780 S.F. 21,780 S.F. (100%) ANDREW & JOLENE �C'SF �' N/F BUTTRESS 5 21,780 S.F. 21,780 S.F. (100%) MICHAEL & DARLENE B 2.7446 0.1222 2.6224 LOT 7 HALL 6 21,780 S.F. 21,780 S.F. (100%) C 11.2311 8.2390 2.9921 7 21,780 S.F. 20,209 S.F. (92.8%) TOTAL 15.4374 8.5404 6.8970 \ PROPOSED 8 21,780 S.F. 21,681 S.F. (99.5%) �,N/F � DRAINAGE LETOURNEAU LOT 5 EASEMENT - 9 21,780 S.F. 21,737 S.F. (99.8%) OPEN SPACE NOTES: REALTY TRUST � LOT � _ — 0 1. THE TOTAL PROJECT AREA IS 21.3492 ACRES LOT 9 10 21,780 S.F. 21,780 S.F. (100%) LOT 4 - 2. THE REQUIRED MINIMUM OPEN SPACE AREA IS 35% OF THE TOTAL PARCEL AREA, LOT 10 N/F HIDDEN 11 21,780 S.F. 21,780 S.F. (100%) OR 35% X 21.3492 ACRES = 7.4722 ACRES. \ LOT 11 JONATHAN & MARY (sOURT 3. THE PROVIDED OPEN SPACE AREA = 15.4374 ACRES, OR 72.31% OF THE TOTAL - PROJECT AREA. ANN QUINT N/F 4. THE REQUIRED MINIMUM UPLAND OPEN SPACE AREA IS 75% OF THE REQUIRED TIMOTHY & MICHELE N/FLOT 3 N/F MINIMUM OPEN SPACE AREA, OR 75% X 7.4722 ACRES = 5.6041 ACRES. ' � � � PROPOSED ARTHUR& O'BRIEN ` EUGENE & DRAINAGE MARIANNE HOOD / 5. THE PROVIDED UPLAND OPEN SPACE AREA = 6.8970 ACRES, WHICH IS 92% OF THE CHRISTINE GARCIA PIS EASEMENT REQUIRED MINIMUM OPEN SPACE AREA. O / PROPOSED DRAINAGE O/AD - -- � x''11 EASEMENT � �CE�ES �i °'���, LOT 2PROPOSED - C GE n -- -- LOT 1 DRAINAGE ROA T°F -- LvG RID `EASEMENT -- INDEX �. OPEN SPACE 1114/10 N/F SHEET 1 OF 6 COVER SHEET ROGER & JOAN 4/10°N PARCEL A MAILHOT SHEET 2 OF 6 PLAN OF EXISTING CONDITIONS FOJ \v SHEET 3 OF 6 PROPOSED SITE PLAN SHEET 4 OF 6 PROPOSED SITE PLAN c SHEET 5 OF 6 PROPOSED SITE PLAN --------------- SHEET 6 OF 6 ROADWAY PROFILE & TYPICAL ROADWAY SECTIONS N/F WOELK EGBERT XISTING ©2012 CHRISTIANSEN & SERGI, INC. �.� EASEMENT ABB°TT s s WASTEWATER PRELIMINARY P . R. D . PUMPING STATION - �s \ SHEET 3 SUBDIVISION PLAN FOR N/F -1O SAMUEL CURRY � �//^' �� �� COVER �0 ' � G REGENCY PLACE HEFT N/F ' �O/S�` I N SARAH ANN HODGES CQ/ /C PROFESSIONAL NORTH ANDOVER MASS. ENGINEER �/C 7 RECORD ANNA & CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST KE` , ��^ OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD Y r 464 APPLETON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 100' 0 100' 200' '` -- REV: GJ -------------------- - SCALE: 1" = 100' 4 �--------- 7 PROFESSIONAL ENGINEERS & LAND SURVEYORS � CHRISTIANSEN & SERGI , INC. ``v \�_ 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 1 OF 6 G, PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053008 c X224 / I N/F W G NE RIDGE ROAD I TOWN OF NORTH ANDOVER �' �� �\ NOTES: P� 93.36' � / / a� N/F 1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN (50' WID - E 58.72'` PUBLIC) I " _ - \ i � ANTHONY & COURTNEY HEREON ARE APPROXIMATE AND ARE BASED ON A - ----- -- - I / 50.86 � Q/ � HUTCHINS FAMILY TRUST COMBINATION OF FIELD LOCATIONS AND COMPILED INFORMATION FROM PLANS SUPPLIED BY VARIOUS UTILITY \ I !COO \G1 _ -z2z/ � I ^� � / Q i COMPANIES AND GOVERNMENT AGENCIES. IN / `V _ > ACCORDANCE WITH M.G.L. CHAPTER 82 SECTION 40, O� � OZatz � N/F INCLUDING AMENDMENTS, ALL CONTRACTORS SHOULD -- / �'� _ NOTIFY IN WRITING ALL UTILITY COMPANIES AND 0. -sLz_ /�� JAMES & TARA PANGAKIS GOVERNMENT AGENCIES PRIOR TO ANY EXCAVATION N/F I ' / / WORK AND CALL DIG-SAFE AT 1-888-DIG-SAFE. EXISTING -2`2 Z DAVID & MAURA BLUNDIN N/F \ PAVED \ X02 l JOHN & COLLEEN DIAS I I I / \\s, �� 2. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP DRIVEWAY \\ \ \ iv , L� \ COMMUNITY-PANEL NUMBER 250098 0007 C, PORTIONS OF �' THE SITE LIE WITHIN SPECIAL FLOOD HAZARD AREAS "A" AND "AE". \ I N/F d°� _ T J / 3. LAKE — MEN — — o�� THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE _ - EASE — DONNA & MARK FORD — — — EXISTING 20' \N IDE UTILI _ COCHICHEWICK WATERSHED PROTECTION DISTRICT. \— _20 ------ � / \M - - — — — N N/F 4. THE CONTOUR ELEVATIONS SHOWN ARE BASED ON NAVD ------ 0 1988 DATUM. � CHRISTOPHER SKOWRONEK 2p, \ 1 ( 5. THE WETLANDS DELINEATION WAS PERFORMED BY 0 \ WETLANDS PRESERVATION, INC., 47 NEWTON ROAD, _1g8- Tom\ PLAISTOW, NH 03865, IN JANUARY OF 2012, AND CONFIRMED �� BY THE NORTH ANDOVER CONSERVATION COMMISSION IN AN ORDER OF RESOURCE AREA DELINEATION ISSUED ON \ \ \ \ MAY 15, 2012 (DEP FILE # 242-1556). --_ o 6. SEE SHEET 3 FOR LEGEND. N/F \ \\ \ 7,Q 7. THE PROPOSED STREET WILL BE OFFERED FOR JOHN LUNDY & KAREN , °' . / \�L— � X23' ACCEPTANCE TO THE TOWN. LAFFERTY LUNNY / / �, , / \ 49.41' _— —zst— , 061— — —188— Cv — --zst- N/F � { / ,,0� —,6s----\\ \ 881— most— DAVID BLUNDIN w ��CD� _ � -184----�\ \-- .98,— —set— ost_ LIMIT OF FEMA 100-YEAR FLOOD \Gj\ \s` \ / \ _ \ � � - �� � a \a HAZARD ZONE A (NO BASE FLOOD � N/F _a ELEVATIONS DETERMINED)AS JOHN & _ �. _ ---_ mos \\ \ \ \\ ��46 \ SHOWN ON FLOOD INSURANCE SUSAN / 'blL�\ - _ `� �'s EXISTING 12" \ s \ 1 \ \ RATE MAP COMMUNITY-PANEL - - o \ WATER MAIN ° 1 PERCIVAL � - _ �� - �, - \ � \ I � � � � g I 1 \\ \\ � � NUMBER 250098 0007 C (TYP.) �/ j II \ \ 1 I II � I I I I 1 1 1 1 \ � • �� � �t_ � v �� ------- � �� su�v A vv �33 I- / I I II I I I I � I � I 1 I V � / ��• \ \08L� — _ \ X180— yc. y I �J ^/ ^/ ^f/ I I / [� �• N/F G '� I KAREN & THOMAS 6 KINNEMAN � � I LOT BORDERING\\ � _4�–i--- -Pat\ , �/ – -/ // /''/' // // I--- -/'� 'i//�'/ ISOLVEGEA / / TlED I I I II I II i AREA = 15.0523 ACRESTTED EXISTING HYDRANT VEGETATED (ASSESSORS MAP 65 LOT 8) WEtLAND 1117 aqL /Q / VEGETATED/ 1 1 I \ 9 \ / / ^hti ^� / a / � 1\ \ - BORDERING \\ N // / // \ \ i VEGETATED F�.STN\ ---- __ ` / / l / / ✓ / - .j — . . \ / \ \ \ WETLAND I 6 mow• BORDERING .95, \u150 _ _ _ ` \ 1sa- / / /o / / ��� - \ os \`` \\ \ \� \• MICHAEL & DARLENE HALL VEGETATED WETLAND N/F \� ✓ T \\\ \__es`' \ \\ \\ S \ _ i �/ / —est—\\ \\\ — S\\\ \\ \\ \\ I ` \ \ \ °9 \ 5LETOURNEAU LOT REALTY TRUST156 AREA = 4.2793 ACRES \\ �\ (ASSESSORS4AP--65-LOT 9) \ \ �' I / \\\\ — \ ��� `\ \ \\ \ —160— _ � 1 \z o \\ss! \^�Q• 196. \ \ _� �j /^ \ \\\ / // ( ` — \ \ \ . `—a! LEDGE \ / / \ — � j _ 1 1 1 \ N/Fvv\ - � \ , OUTCROP TIMOTHY & MICHELE O'BRIEN \v rn N/F . EXISTING JONATHAN & MARYANNSEWER (TYP.) OUT- I v / i \\\\\ \ \ \ \ 6 \ \ \ \ I ` \ \ \ \ — ��^ BUILDINGS] 1 I l v v � v, < � QUINT � I \\ � I/---- "1581 �� v I � v\\\\d\� \ oar v��• \ \ \ \ \ \ \ s, N/F v v s v� I ♦ I I I // v y ° y ARTHUR & MARIANNE HOOD v vv vv I I I I I I EXISTING TEMPORARY \ zs _ I II c�°j1 ♦ �s /✓ I I TURNING EASEMENT \ % i PROFESSIONAL N/F v� vv \ V / �o ao \ ENGINEER EUGENE & CHRISTINE GARCIA °t O SHED zti �1s2 / /^ ,�5z / -/ // / ✓ \ \ \ v os` - -- vvv \V - -- - - v v as! �A v / mo - a!BARN 160.9292SHEDs WAY �EXISTING EVIN �\ �I PUBLIC) V vvvvv� v Iso HOUSE �� �� /. - (50' WIDE - vvvvvv G- ---------- -- \s \ \\°s! asst \ ^ / /' N -- F�bo GE R RO \\ EXISTING / _ . 160.92' D LIC) R ' Ip pUB HYDRANT / v�, a P v ,£ a� ✓LU LE W TH 83.78 / p < r^ I — VARIAB PHILIP G. CHRISTIANSEN ( ©2012 CHRISTIANSEN & SERGI, INC. �`0 \� \ --154 ^5° EXISTING GRAVEL/ f sl I % LOT 1I s \ DRIVEWAY ° 152 PRELIMINARY P . R. D . \ZS AREA = 2.0176 ACRES Q^, EXISTING TEMPORARY 'q/VO \\ t, �'V/� TURNING EASEMENT / W SUBDIVISION PLAN - - NFo� vvvv � �AssEssoRs �tii,�;�►,ovi - hiF s � ''a// � � PLAN \ FOR O os _ s MAP 65 LOT 55) II 'Q/� !Q�--- ^� l� N/F N/F \�\\ BbL� S,T \\ ROGER & JOAN MAILHOT REGENCY PLACE" EXISTING WOELK EGBERT \ vim /� �� I / - c� CONDITIONS \� 11 l /' , I N BORDERNG -I �� ogRO°K NORTH ANDOVER MASS. �S Q -r �VEGEfATED / I� MOS v� _4 ib WETLAND 1ga°// /N%— �' RECORD ANNA & CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD (� 464 APPLETON STREET NORTH ANDOVER, MA 01845 erg NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 Avvvvv� t� �ro vv13 //� PLAN OF EXISTING CONDITIONS v,,;���. ��� REV: �F �\\\\ PROFESSIONAL ENGINEERS & LAND SURVEYORS s�\\\\ .° \ _sst \/�/ / o 11-b 60' 0 60' 120' ° �� _ , d A CHRISTIANSEN & SERGI , INC. - �� \\I / /o 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 2 OF 6 SCALE: 1 – 60 a WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 / / s DWG. NO. 11053008 X180 �� ' i I ro`b 0 -Nbl / 10° o i / � � / /� ��O ^� � � � �� ^�� .P _� -Al2 / / / / \ � /// / // / V B24Z°� 1j8� 0� / / / = a00' 01 100 / � / / / / � / I � � I p B25 172- 4�L ��s / �5 '� \\ i� �� y / / / / ISOLATED VEGET�`TED to OPEN SPACE PARCEL C B26 _. � "V` r7 - - EXISTING �2 \goo , / / /� -LIMIT OF 25 / \ WETLAND (E-SERIES) N I sr HYDRANT / / �� 36 OPEN H� � �, � — / � \ No-DIS-�u RBA�iC / W � � o s / / � � i � 'ZONE � o' so, = 7 10, rso oo i i / / y (YPy) o� / 627a SPACE(� 8 2 \ / �� i V / s I /�A14 I \ 0 - 170 �Oj _ - / IS�LAT [�VE�IETATEO � 1 BORDERING VEGETATED 5 rsA \ 172 V PROPOSED \� -WETLAND (F SERIES) / / / / / WETLAND A-SERIES PARC B I a� D INAGE / / moo' �- 50' I ( ) BORDERING VEGETATED / �5' 2S' / WETLAND B-SERIES � � � �i � � WALE / / / / \ 5% '\ \ 1 � ( ) B28 - LOT 6 / ��o A �5 -16- v N o - - - - W �r66 \ \\ o° �ARE� - 871\S.F. \ // / / / � \ // E3 /\2 — °� _�,�- \ \ C. A. =,21,780 S. / \ 2 , ;' o �4 MATCH LINEA 164 0) El A13 F4 `_ E5 v SEE SHEET 4 / B29 1 / 38? E6 E7 �� V 168 w / / / co �� — \ 2 `° �o / // V=^ �� \ \\ 4 \ \ s \ \ LIMIT OF FEMA 100-YEAR FLOOD I �� � 3 0 � � � � � � � � � � 0 � s�� � �� 91 9�h so �2 �12 ( � � � MICHAEL & DARLENE HALL ^ F6 A V 0 HAZARD ZONE A NO BASE FLOOD D 66 sr, �6 , N / F� ELEVATIONS DETERMINED)AS 02/ \� _F7_ -154- 1�60 V vs A \s�' � \5 SHOWN ON FLOOD INSURANCE SED / o F1 7Ss, \ RATE MAP COMMUNITY-PANEL V \ 1330 PRO PP, 23o, 1.48, NUMBER 250098 0007 C EASEMENT - o5 ' \s s A11 V o \ N� B31\ LOT 5 - LIMIT OF 50' A Z AREA- 21,780 S.F. PROPOSED r' ° / / �� \ \ so, A C.B.A. = 21,780 S.F. 6'� _ y 59 - - - - / \ 1\V LIMIT OF 100'� V A O-BUILD ZONE ��4 \ B32\ \ DRAINAGE / \ / A \BUFFER ZONE u - �z SWAL� v s i / LOT 7 i ' ` v v _y�\ 00 Z\ �8, v AREA = 21,780 S.F \ 100, A \� B33PROPO D 8" o 10R —/-/ / s \ 01 C.B.A. = 20,209 S.F. -160 r� _ _ _ \ - \ \ SEW R c� � V � oti \ / A cr _ r-r XN�o \ CA 4� LOT 4 � � O, X00, \o� o =-- goo' \ / / ^`o`O \ �o � � `� � ��' � A10 o. I s 100' AREA = 21,780 SF. \\ A 'ar, �, o \ LOT / \ \ N _ I s O - C.B.A. = 21,780 S.F\ 2 ` _ \ \ \N - - - - -r _ I 1 I w ' s N/F \ AREA v= 21,780 S.F.I I \ VI h�o . JONATHAN & MARY ANN QUINT 68 v 21,681 S.F. C.B.A. L T 10 o N 341 LEDGE LOT 9 OUTCROP AREA 21,780 S.F. AREA X21,780 S.F. \ 7 ALF \ \ \ 79, \ (T\YP.) C.B.A.=2-1-,737-S.F: \ 87 R \ ARE = 21,780 S.F. �' ) C.B.A. = 2'T,7-80 S.F. 7o � C.B.A. = 21,780 S.F. �o� PROPO$ED 12" �� o PROPOSED / � A \\V A 8 B35 0 6' , I DRAINAGE s 0 \ CLDI WADER MAIN / \ I SWALE / OT 11 s - I / PROPOSED �� so I 20, r l - ' A�= 21,780 S.F. V 1 \) \A� 36 s rso �,- / DRAINAGE- �' = 21 780 S.F. \ rse EASEMEE T \ LOT 2 _ - C.B.A.\ \ \ \ o AREA =21,780S.F. I �s4 s I \ oo /o �� 90 a� o C.B.A. = 21,780 S.F. r rso o w0, B`37_ `q �� V786 i _ w s o - - PROPOSED // � i \ N/F N/F �� � V 7 / 11 � � w o 18" RCP / ARTHUR& MARIANNE HOOD SS ��> I \ o � � � / A �� 158 s \ / / 1 \ \ �g / CULVERT o/ / \ EUGENE & CHRISTINE GARCIA \ V - - - �� 156 �' s / V A � w PROPO D 4 6' 154 — 152 w g I ( I \ 001, 156\ H DRANT `�' °7 0- _ 4 S \�� �a � � 79 Oo EXISTING / ° _ - � / 148 - \� -\ I \ OD -1 200' A4 200 _ � / / � � - 1 � \ \\\\\\ \ \ 160 HOUSE IT BE �� /.`a a / PROPOSE RAZEQ rr DRAINAGE _ - \ I INV IN = 135.33 \� \'s �1sa \ � sSWALE 6 - - Zoo \ N A3 'ss `2� EXISTING /2" WATER MAIN TO / a °� 0 \ 20, \ \ Al 2 REMOVED J / \ A2 0 y ) \ A — � 0 0 \/ l 269 ) � o �� \_��� i J o --156— - \ / LOT' l o STORMWATER ` \\ 148- J 00 �� `\ so, s �i�/�UG \ AREA- 8712 0 S.F. �o 150 INFILTRA PION/ o / OP ED\ � e Lo \ S > CB'S 25 rQ w DETENTION s I I ' —154 ^ EXISTING CB \��A. = 21,780 S.F. � �� AREA �� X0`5\ \ TO BE 0qO \�\\\ /i,. Tj�C i�SZ oo CONVERTED TO DMH / 100' I 100' 2 G FLS O , PROPOSED o / / SNP 10 WIDE X 3 HIGH P Q,� yyrs2� /� OSF�� 1 DRAINAGE o \ �i� �� W �2��� �LO BOX CULVERT N/F 'l�j rs r4 \ EASEMENT �o _ / \ �I I - ROGER&JOAN MAILHOT y \ �� INV OUT - 135.28 N/Fo0Yk \ Fps s _ \ oo / bPEN SPACE � C, �O WOELK EGBERT FOS ���s sow_ ���C �, i -PARCEL A 5/ 1 48 y BORDER NG VEGETATED - 5a o WETLAND (C-SERIES) 25' \y � r4sy .q�, od l i 56 gp �Zy ym o INV 18" RCP = 135.28 K OOPROFESSIONAL 10 0— T ENGINEER v F4 mosa _ - A I LEGEND ������� �r/Nc / �/ y `� /25 ��ZS C4 . I, LIMIT OF 200' RIVERFRONT AREA 8� \ / \ i C5� ) C1� C2l STONE WALL 200' LIMIT OF 200' RIVERFRONT AREA 8 �\ N/F NOW OR FORMERLY OF \\�\420, `�� / \ C6 100, LIMIT OF 100 BUFFER ZONE Zoo \\� � � �\\ \ j/ I / SITE PLAN ' BUFFER ZONE �� h r4o �3 40 0 40 80' \ DRAIN MANHOLE 50' LIMIT OF 50' NO-BUILD ZONE LIMIT OF 100 __P �\ \ S C7 / 6/ �� ^� FOUR 10'WIDE X 4' CATCH BASIN AND DRAINAGE PIPE 25' LIMIT OF 25 NO-DISTURB ZONE \ \ � HIGH BOX CULVERTS LIMIT OF 50' NO-BUILD ZONE \ �\ \ �� \ G3// j H1 INV IN = 133.36± SCALE: 1" = 40' PHILIP G. CHRISTIANSEN FIRE HYDRANT INV OUT= 133.23± EXISTING WATER MAIN & GATE VALVE 1 PROPOSED ELEVATION CONTOUR LIMIT OF 25' NO-DISTURBANCE ZONE asp\\\ C83 \ - _136 \G J A W_ PROPOSEDI2" CLDI WATER MAIN G1 . \H3 PRELIMINARY P. R. D. - -206- - EXISTING ELEVATION CONTOUR 48 \ 140 142\ ^� EXISTING SEWER MANHOLE & SEWER MAIN � s PROPOSED SEWER MANHOLE & SEWER MAIN LIMIT OF BORDERING LAND SUBJECT TO s\ \744 \ l C PERENNIAL SUBDIVISION PLAN / o BANK (H-SERIES) G GAS MAIN H4 FOR --VdPROPOSED DRAIN, FLARED END SECTION, & RIP-RAP FLOODING (ELEVATION 138.0 FEET)AS PROPOSED ESTABLISHED ON FLOOD INSURANCE RATE MAP H5 UNDERGROUND ELEC./TEL./CABLE TV LINES S \ "REGENCY PLACE"COMMUNITY-PANEL NUMBER 250098 0007 C AND SITE PLAN / LOCATED BY FIELD TOPOGRAPHIC SURVEY I PS EXISTING GUARD RAIL PERENNIAL BANK (G-SERIES) / IN SEWERNORTH ANDOVER/ EXISTING EDGE OF PAVEMENT EXISTING , MASS.� ---EASEMENT EXISTING EDGE OF GRAVEL DRIVE N/F � \ RECORD ANNA& CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST SAMUEL CURRY / OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD EXISTING TREE/BRUSH LINE 42\ Z, WASTEWATER 464 APPLETON STREET NORTH ANDOVER, MA 01845 J O� PUMPING NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 1O ,� STATION 1 J REV: 0. WETLAND FLAG AND EDGE OF BODERING 0 5 / C6 VEGETATED WETLAND v�� PROFESSIONAL ENGINEERS & LAND SURVEYORS H3 OSS` CHRISTIANSEN & SERGI , INC. - . — WETLAND FLAG AND TOP OF PERENNIAL / / 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 -� SHEET 3 OF 6 BANK WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960\ ©2012 CHRISTIANSEN & SERGI, INC. DWG. NO. 11053008 N/F PAUL & PATTI PEDRO 0lp N/F TOWN OF NORTH ANDOVER oo A43 A41 � J J B2o IN/F Ioo' goo' A40 TOWN OF NORTH ANDOVER S , X00' / / \ / goo' � o \ w/p�� � 1� i 1 '__`1334 F,Q/M�� Q �� � F O /jA39 I150' B4 N 50, SO' �� I \I N/F 58.72 / / 50' —/ 50.86, � 25 s 25 ANTHONY & COURTNEY HUTCHINS FAMILY TRUST ' W 1,o o. �o . �j o A38 \ \ I � 6 tip' �s Z J `SD- h° / 0 I m A30 \ �; B5 \ —ti— I I A29 \ � � A37 r'6, N/F 0 I JAMES &TARA PANGAKIS 'A26 28 A31 ,yh B6\ I / hCb A27 \ �B8 I I 10 / B7 10 o u) N 0 A25 ti A36 ) B9 0. A32ZL I � I inN I N 812 � A35 J A24 \ A-33 / B13 _ as CT A34 N/F A23 ; � \ � \ JOHN & COLLEEN DIAS \ s 6, \ c� 00 \ Z �B14 N/F s as A22 CHRISTOPHER SKOWRONEK \ o. B15 o. -100, 0 A21 . & \ '00 0 A20 V � -oo 16 � 49.41' so, o°, A19 -� B17 B118 LIMIT OF 25 NO-DISTURBANCE ZONE N/F \ \ DAVID BLUNDIN oo \ as � c9_ LIMIT OF 50' NO-BUILD ZONE o ss �� A18 \ \ 619 \\ OPEN SPACE PARCEL C 1 a. LIMIT OF 100' BUFFER ZONE B20 LIMIT OF FEMA 100-YEAR FLOOD N o � \ o \ A17 HAZARD ZONE A (NO BASE FLOOD 0) V A V 1 9' \ ELEVATIONS DETERMINED)AS B210. �I 31 \ \ A� SHOWN ON FLOOD INSURANCE �� PLAN \ I RATE MAP COMMUNITY PANEL �8p � 33�$ �� I I I \ \ � 2s NUMBER 250098 0007 C / i N/F 40' 0 40' 80' s01as KAREN &THOMAS KINNEMAN A� 50EP �I I II foo I� II s�V v A15- B22 SCALE: 1" = 40' O 2012 CHRISTIANSEN & SERGI, INC. Dct ) civ J / B24 0� , PRELIMINARY P. R. D . 10� � moo, / .� 10o, / � f � I / � / I 1 I B25 �. / 3 / i j / / / ISOLATED VEGETATED / B26 0 SUBDIVISION PLAN / / to I 0 — .Ai 36 /goo z i /� UIMIT OF 25' / WETLAND (E-SE/ IES) c I / / ' 3' PROPOSED � NO-DIS"�URBA�IC 0, / � � � / � 11 FOR >>o ,,� �/ ^ ,- ZONE�YP1 o � // II I / A14 B27o � REGENCY PLACE" SITE PLAN IS�LAT [SVEfvETATE6 T I BORDERING VEGETATED PROPOSED /WET ND (,F-SERIES) / �� / '° / / �� WETLAND A-SERIES °�� IN DRAINAGE ^o° / / / ,o� -�- 50' l25' �s / I ( ) BORDERING VEGETATED PROFESSIONAL p �+ < /SWALE � � � / i � ��� 2� \ WETLAND (B-SERIES) ENGINEER NORTH ANDOVER MASS. 25/ i 41B28/ L T 6 � / E3 �E2 �� \ I RECORD ANNA& CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST / ( �� 25' 25'/ 6= s I \ �� OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD t=4 NN e V \ MATCH LINE A I �� 464 APPLETON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 E1 \ m \ A13 - - �J DATE: JULY 16, 2012 F3/2 - / F4 A E5 \ \ \ (SEE SHEET 3) B29 REV: v 38 , E6 h \ / N/F KIN / / / / �' ,s "� �2 _ E7 ti \ ? ARTHUR & MARIANNE HOOD a / — _ 0 F� ; s \ PROFESSIONAL ENGINEERS & LAND SURVEYORS _ ,' h ' / o — ��sy s1.49-, v � yy12 _ = _-_ _ CHRISTIANSEN & SERGI INC. / F6 �� LOT 7 �, s V V \ �� y �6 N / F8 - ��{ _ ° 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 4 OF 6 �7- -154- - �� 5' -LOT_8 �d i A �� / PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 � / / / coo F1 �� - _ So 25 _ I� 'a B30/1 . DWG. NO. 11053008 , I -224 G/ G ` I I -222" I I 220 _ -218_ - "�� � I N/F _216 _ I JAMES &TARA PAN( - ` - - I -214 I — — —27 N/F I 2 — — N/F JOHN & COLLEEN DIAS I — \�70 DAVID & MAURA BLUNDIN I WIDE EXISTING 20 _20 — UTILITY EASEMENT U N/F \20 \ DONNA & MARK FORD / 2 / - -196- � EXISTING / \ - - HYDRANT � �798� / - - N/F -192- 9�2 � JOHN LUNDY & KAREN LAFFERTY LUNNY / _ / 190— -- 0j - -188 - -192- Qk -/ 186- - - - �� \ \ 188 X190— \ -184- - - - � \ \ - - \ -� ~ N/F Io1z, — -786- — —1ss— DAVID BLUNDIN 182- - - � �- - - - - -- 6 180. 78q- - / 78 178- A� 182' \ \716- \�� - - - - - - - - - - JOHN & SUSAN PERCIVAL / 0 — — 80� ,70 \ j 170 / l50, SFM�o� �Q �� ,,� 2 T2s o OPEN SPACE PARCEL B� — X7,6 k,��� oQ �'o X180 / 6� �7j - �5 . A i 'o +��° D8 D6 / ° —178 122 - ' OPN SPACE D7 X172- -164 So. '°o - - - - - - - - - _ _ 7>� PARC,EL C ui D5�� v BORDERING — ' — _ �� = 72. 10, 770 �2 - - — Ao. VEGETATED J 170 \�j WETLAND moo, — — — — — — — — �76� \ 172 — PROPOSED VCS \ \(D-SERIES) _ U) DRAINAGE o° / �F ,D40 -u — — — A < /SWALE R � � s� — -- - - - — _ PLAN - - �� X76 W s, \ \ — 40' 0 40' 80' D3\ \ I —u) I � o �- , - -- - - --164-- SCALE: 1 = 40' N/F LOT/ro 2012 CHRISTIANSEN & SERGI, INC. ANDREW & JOLENE BUTTRESS D2 I — — ` 2 �� 168 PROPOSED � � - �� v' PRELIMINARY P. R. D . � D1 j � � � — �, � � � � DRAINAGE _ / Clo � 'EASEMENT `�/ � ��, SUBDIVISION PLAN PRODRAIN�SED 'sA� A �� "9\ /� / � FOR PROPOSED �� SF1'liF 15gEASEMENT S RFS , v "REGENCY PLACE11 SITE PLAN ° \ — IN N/F �5�— — LOT 5 s LETOURNEAU REALTY TRUST ����R �758� tiT / � sc� � 0 PROFESSIONAL p �+ O — _ PRO\\DOSED 6, ENGINEER NORTH ANDOVER, MASS. �� DRAINPGE G — _ _ — — — — _ 223' SWALE� RECORD ANNA& CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST � op '756 OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD 464 APPLETON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 LOT 4 REV: N/F 7Sg\� \ �` �a 4,7 PROFESSIONAL ENGINEERS & LAND SURVEYORS TIMOTHY& MICHELEO'BRIEN \�\ �\� �c \�\ \ \� �\ \ - \_ CHRISTIANSEN & SERGE , INC. 7sg\ `ST/tiG, \ 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 5 OF 6 PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053008 176 176 \ 200. 0' VC NOTES: \ LOW POINT ELEV = 162.34 1. THE ROADWAY WILL BE DESIGNED TO MAXIMIZE THE \ r LOW POINT TA = 5+87.46 BALANCING OF CUTS AND FILLS. THERE WILL BE A NET IMPORT OF FILL MATERIAL DUE TO THE NECESSITY OF \ ``� PVI ST = 6+50 IMPORTING THE ROADWAY BASE AND PAVEMENT 172 C 172 ° PVI ELEV = 161.42 200. 0'VC MATERIALS. \ � T z ` \ U U A.D. _ 6.0071 w w K = 33.2937 HIGH POINT ELEV = 162.73 w > o _ o Lo HIGH POINT TA = 5+18.42 o Q \ + ui PVI ST = 4+50 168 w Ow \ L r PVI ELE = 163.67 168 1 0 U 0 A.D. = 7.1250 w \ \ m m K = 28.0702 00 + 164 cn + — \ C ti 164 — _ \ \ Lo cf) — \ r — U w � � U > —\ m m 160 PVi – 160 PROPOSED CIL GRADE PVI ELEV = 142.67 \ A.D. = .5000 \ EXISTIN CIL GRADE K =42.8571 I 156 \ 1LG 156 ti 152 \ I \ 60 .° r w 152 J \ � U D W w ry Lu D � J \ m \ z 148Z 148 O w co C) � w \ r Q c/) 6i a \� > > O m 144 °a 144 \ C� \ 0 Lu \ Lo O 140 2' ° 140 — 7 cn — — DATUM ELEV DATUM ELEV 136.00 136.00 CO I` O N Lo r 00 r'- -,t 0 Lo C7 LI) t O w Lo LL) N Lf) r- 0 O O r- 00 M to O P I- 00 � � d. Lo r- 00 M ti O O O N r I*- m r N I 0 LO M M Lo r- Cfl ('7 - 00 r N O C0 (p CD (p r I- � M M U) 00 r 0 Lo rr DO 00 L6 'T 'i M MN N NN N NN N -'T Ci N 't r r0 0 Of` Nd. Nr 000 f� ~ Ln � Nci N Or O 00 °000 I- I� O O (D Cfl O O CD O O Lf) Lo In M co rO rCO CO co O rCo CO rC0 CO rCO co co CO rCfl CO r (fl Ln rLo rLL7 r0 r � V' rd' d' r � �' rcf' �' rd' rM r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PROFILE a REGENCY PLACE HORIZONTAL SCALE: 1" =40' VERTICAL SCALE: 1" = 4' O O 10' WIDE 0� 0� 10' WIDE DRAINAGE EASEMENT 50' STREET (R.O.W.)WIDTH DRAINAGE EASEMENT SWALE GRASS GRASS SWALE _VARIES_ _VARIES_ BOTTOM SHOULDER SHOULDER BOTTOM VARIES 3' (TYP.) 4' (TYP.) 4' (TYP.) 3' (TYP.) VARIES 50' STREET (R.O.W.)WIDTH SIDE SLOPE SIDE SLOPE 24'-0" PAVEMENT WIDTH SIDE SLOPE SIDE SLOPE 8' (TYP.) 8' (TYP.) CL 8' (TYP.) 8' (TYP.) 2 VARIES VARIES 24'-0" PAVEMENT WIDTH VARIES VARIES 2 — — — 3 3 — — 1 (8' MIN.) CL (8' MIN.) tY 1�, �, ,,�1 1 --- SLOPED GRANITE EDGING SLOPED GRANITE EDGING f— 3.00% 3.00%—� EXISTING 4 4 EXISTING EXISTING EXISTING GROUND 1 2.00% / 2.00% 1 - GROUND GROUND 1 �'T 1 ,- 1 PT 1 ,, GROUND f— 3.00% 3.00% — - = 2' = 2' ' 1 �,- � --- 1 - 1 -- INSERT -- 1 -- > ----- - ---- SEE 2 �; 2 3 0 10' 6' MIN. 4' MIN_"� ELEC/ 3 1 4" LOAM & SEED 4 LOAM & SEED 1 GAS TELE/ SEE INSERT EXISTING 6' MIN. 0 CABLE EXISTING 10' 6' MIN. 4'MIN. ELEC/TELE/CABLE - GROUND 4" LOAM & SEED WATER O DRAIN `4" LOAM & SEED GROUND GAS 0 SEWER EXISTING 6' MIN. O r� DRAIN L EXISTING GROUND WATER GROUND SEWER SUBDIVISION STREET - STA 2+00 TO STA 8+73 NOT TO SCALE SUBDIVISION STREET - STA -0+50 TO STA 2+00 NOT TO SCALE ©2012 CHRISTIANSEN & SERGI, INC. PRELIMINARY P . R. D . SUBDIVISION PLAN ROADWAY FOR PROFILE & SURFACE COURSE 1-1/2" CLASS I BIT. CONC. TYPE 1-1 TOP COURSE PVMT. „REGENCY PLACE" TYPICAL BASE COURSE 4" CLASS I BIT. CONC. TYPE I-1 BINDER COURSE PVMT. IN 4" DENSE GRADED CRUSHED STONE PROFESSIONNORTH ANDOVER, MASS. ROADWAY SECTIONS 12" GRAVEL BORROW TYPE b RECORD ANNA & CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD COMPACTED SUBGRADE 464 APPLETON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 ROADWAY PAVEMENT SECTION INSERT REV: NOT TO SCALE PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI , INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 6 OF 6 PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053008