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HomeMy WebLinkAbout2012-09-04 Planning Board Supplemental Materials (33) Al ASSESSORS REFERENCE: o MAP 65, LOTS 8, 9, & 559O OCF OHO 9pp CF�ON a� DEED REFERENCE: �- N.E.R.D. BOOK 1107, PAGE 153 Q� co 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\�SOP o Q O O JJ N/F SHEET 3 TOWN OFFNORTH � �� ANDOVER LOCUS O N/F �G G - � TOWN OF NORTH � 4 �� ��� ANDOVER �P N/F ------ SHEET \.. ANTHONY& �FY E R�DGE ROAD F �, COURTNEY ' �,9 S O ' HUTCHINS FAMILY Y - TRUST N/F Pgaol � � <<F . � N/F JAMES &TARA �Q- X0.9 O DAVID & MAURA N/F � PANGAKIS JOHN & COLLEEN LOCUS MAP BLUNDIN DIAS SCALE: 1" = 600'± cl TREET � cj OIR- O TAN/F �o sCHRISTOPHERN/F ZONING DIMENSIONAL REGULATIONS: SGE DONNA& MARK Amo ON FORD EK ZONING DISTRICT: R1 ZONING DISTRICT: R3 � --- J MIN. LOT AREA = 87,120 S.F. MIN. LOT AREA = 25,000 S.F. N/F MIN. LOT FRONTAGE = 175 FT. MIN. LOT FRONTAGE = 125 FT. � 'o JOHN LUNDY & �`� MIN. FRONT SETBACK = 30 FT. MIN. FRONT SETBACK = 30 FT. KAREERTY 40 LUNNYMIN. SIDE SETBACK = 30 FT. MIN. SIDE SETBACK = 20 FT. k, � N/F MIN. REAR SETBACK = 30 FT. MIN. REAR SETBACK = 30 FT. 4% �/C� DAVID BLUNDIN � \ NOTES: 1. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND ARE BASED ON A COMBINATION OF FIELD LOCATIONS AND COMPILED INFORMATION FROM PLANS SUPPLIED BY VARIOUS UTILITY N/F PROPOSED COMPANIES AND GOVERNMENT AGENCIES. IN ACCORDANCE WITH M.G.L. CHAPTER 82 SECTION 40, INCLUDING TURNAROUND PROPOSED �� AMENDMENTS, ALL CONTRACTORS SHOULD NOTIFY IN WRITING ALL UTILITY COMPANIES AND GOVERNMENT JOHN & SUSAN LOT 9 1 � DRAINAGE AGENCIES PRIOR TO ANY EXCAVATION WORK AND CALL DIG-SAFE AT 1-888-DIG-SAFE. PERCIVAL EASEMENT // EASEMENT KAREN &THOMAS 2. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 250098 0007 C, PORTIONS OT KINNEMAN OF THE SITE LIE WITHIN SPECIAL FLOOD HAZARD AREAS "A"AND "AE". LOT 8 L / 3. THE SUBJECT PROPERTY DOES NOT LIE WITHIN THE LAKE COCHICHEWICK WATERSHED PROTECTION DISTRICT. LOT6 4. THE CONTOUR ELEVATIONS SHOWN ARE BASED ON NAVD 1988 DATUM. �� LOT 10 _--- N/F5. THE WETLANDS DELINEATION WAS PERFORMED BY WETLANDS PRESERVATION, INC., 47 NEWTON ROAD, ANDREW & JOLENE PROPOSED N/F PLAISTOW, NH 03865, IN JANUARY OF 2012, AND CONFIRMED BY THE NORTH ANDOVER CONSERVATION BUTTRESS \ SEWER MICHAEL & DARLENE COMMISSION IN AN ORDER OF RESOURCE AREA DELINEATION ISSUED ON MAY 15, 2012 (DEP FILE#242-1556). EASEMENT e HALL \ LOT 5 y 6. SEE SHEET 2 FOR LEGEND. N/F 7. THE PROPOSED STREET WILL BE OFFERED FOR ACCEPTANCE TO THE TOWN. LETOURNEAU REALTY TRUST LOT 4 EXISTING LOT LINE N/F TO BE ELIMINATED JONATHAN & MARY HIDDEN LOT AREA SUMMARY (TYP.) LOT 11 N/F e ANN QUINT COURT LOT NO. LOT AREA C.B.A. N/F TIMOTHY & MICHELE N/F LOT 3 ARTHUR& 1 57,968 S.F. 50,160 S.F. (>100% ) O'BRIEN EUGENE & ♦ r PROPOSED MARIANNE HOOD 2 25,000 S.F. 25,000 S.F. (100%) CHRISTINE GARCIA / ��� EXISTING TEMPORARY - 3 25,000 S.F. 25,000 S.F. 100% TURNING EASEMENT DRAINAGE ( ) EASEMENT 4 26,855 S.F. 26,855 S.F. (>100%) -- \ 5 26,950 S.F. 26,950 S.F. (>100%) KE�(ES 17,E �o'�% , LOT 2 �_ GRAPEVINE RD 6 30,248 S.F. 30,248 S.F. (>100% - -- - 'I ��S/ ` BL--UNDEVELOPED) - -- ID E Rp AD 7 33,642 S.F. 33,421 S.F. (>100% ) k 8 41,354 S.F. 36,251 S.F. (>100% q y R -�► - - 9 352,912 S.F. 102,210 S.F. (>100%) EXISTING TEMPORARY N/F 10 199,617 S.F. 75,905 S.F. (87%) NO° FST TURNING EASEMENT ROGER & JOAN �/� MAILHOT 11 89,498 S.F. 67,173 S.F. (77%) LOT 1 ------------- e INDEX SHEET 1 OF 5 COVER SHEET N/F SHEET 2 OF 5 SITE PLAN FOR LOTS 1 - 3, 10, & 11 woELK EGBERT �. SHEET 3 OF 5 SITE PLAN FOR LOTS 9 & 10 SHEET 4 OF 5 SITE PLAN FOR LOTS 4 - 8 SHEET 5 OF 5 ROADWAY PROFILE & TYPICAL ROADWAY SECTIONS ST 2012 CHRISTIANSEN & SERGI, INC. ABDG�� PRELIMINARY CONVENTIONAL s� \ SHEET 2 SUBDIVISION PROOF PLAN ��• N/F �O FOR SAMUEL CURRY � �//^' �� COVER �o^', , �o REGENCY PLACE" SHEET N/F 'V/�/G1 e `lS�`� IN SARAH ANN HODGES Q/ PROFESSIONAL NORTH ANDOVER MASS. S�. ENGINEER \ 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: -------- j SCALE: 1" 100' PROFESSIONAL ENGINEERS & LAND SURVEYORS = �j�, � ` ; CHRISTIANSEN & SERGI , INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 1 OF 5 G, PHILIP G. CHRISTIANSEN \� WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053007 B24 _1j8 A00—� 100 / / / / / I 1 B25 ISOLATED VEGETATED BORDERING VEGETATED B26 �g4i 1>� 116 - - - - / LOT ��°° / / -L-IMIT OF 25' // / WETLAND N0 — WETLAND Sp - AREA = 352 612 S.F. /� / NO-DJSfURBAf�IC _ o `° EXISTING / / i / , ZONE(TYP z d /� 50' / X170 HYDRANT (TYP.) / = 8.10±/�CRES � / �� I A14 I MATCH LINE A B27A / C.B.A. =/102,210 S.�F. � IS LATEb VEPETATE6 o - \ - - - - � l WETLAND 50. i /25' — zs, / (SEE SHEET 3) o 628 166, �0 �� T� / �p� 25' 25/ 24 1�2 p l / / .0 v sr 9 �E l l �l PR O D / / ^hti / / o 0 E1 \ "' \ A13 \ I �OT 5 �p p�` USE / / // \ BORDERING VEGETATED �� _ `�, / / � �/ / / F4 �\ E5 \ WETLAND 9 i AREA =26,950 S.F. O o h \ B.A. - 26 9 S.F. SCF \� \ i'�O // / / / / // � �s 1 \ \ LIMIT OF FEMA 100-YEAR FLOOD G` � o� ��O / / / / /� - - - �� F5\ \ E6 \ �s \ HAZARD ZONE A (NO BASE FLOOD M AREA WITHIN R3 r'S O � / 's �\ E7 so �� 12 ELEVATIONS DETERMINED)AS - N/F 'o �� h ` SHOWN ON FLOOD INSURANCE �I� ZONE + 100 INTO R1 o. - / 0 F6 ti 2 MICHAEL & DARLENE HALL \ 16a N / / F8 RATE MAP COMMUNITY-PANEL -ZONE = 26,310 S.F� \ D ���� / �/ �7_ -154- - �5; _\� 2s' F1 �� 25 h� \s° NUMBER 250098 0007 C B30 'Z� \ \N —158- 5' co• cPo `✓ s 2s \ 50 — — ass\�� ° 110, \� All \ �55�1 Hyl r?�o o _� / N�� B31� �'° LOT 10 \ �� LIMIT OF 50' 2 V'Ap s / \ - _ - - NO-BUILD ZONE s \ EDGE OF BORDERING AREA = 199,617 S.F. �� ��Q �\ o \ VEGETATED WETLAND EXISTING 12"60 \ 58±ACRES '158 �� \ A \ so. d- B32� WATER MAIN - - // V C.B.A- 5,-905 S.F. 1-1 �1�-��W (TYP.) (87% OF 2 ACRES) o0 OW �ot —164— 10 � 100 ,o°, _ B33 , \ _ - - \ —160— 100 4— 'PROPOSED I � \ \ �'d ° 9� \ \ \ � � �� o � � 1 � \ H� S E V *c) 100' / / � s� \ \ M 0 \ \ L T 4 \ PROPOSED 8" � �100,;p 6� 100' \ / I I I I I O PVC SEWER cP > LEDGE \ - - I AREA =26,855 S.F. A \ \ \ �p s �(,� PR6 f OSED OUTCROP o 'w C.B.A. = 26,855 S.F. m �� HOUSE I (TYP.) _ _ o —152 / / o 6, \ N/F \ �o I V JONATHAN & MARY ANN QUINT LIM OF 100' o / \ \7 \\ 34 <� \V A A 9p s ZO OUT- I A \ l - - BUFFER_ZONE o BUILDINGS - vLOT oo L T 11 154_ _ — ,, �, E�� B ° B35 s v �_ Io AREA 25,000 S.F. I �E 1 I AREA = 89,498 S F. A s� \ \ I C.B.k = 25,00 S.F. PROP SED s _ -- - ��`\\ I + E�SRA so \ rn \ I 0 1 =x.05_ACRES ��POSED , /1y2 / - PROs 1 I A I �S? - - I HOUSE c5: I C.B.A. = 67,17'3 S.F. / HOUSE �o 136 �s�\ I\ ° ' i /� (77°/� OF 2 A/ RES) r i /°" 00 ATE SHED OOi i 00- STORMW w j 2 - - - - -� MANAGEMENT i �l o V A ° co A \ \ ,162 l / �� — \ � � � AREA �/v � V A N/F o '� // / 45ti,15o I o ��i \ i o. � A6A \ ARTHUR & MARIANNE HOOD -- / / / / 160 _ \ 'sem 2,3 S3' BARN ( / / \' ONTAGE= 508.79' I �. I - L = \5 \ 17 PROPOSED S � _ TAL FR / �� s �� HOUSE - _ N TO 150.52' - - - �� _ _ �. °o I 4 oq 200, _ \ w -� ju030 EXISTING .hD — �i / s 200' 160- 2 S p , p HOUSE TpTq< 2� )0 _ s o s n \ 52 2T INV IN = 135.33 'TO 00 A3 16' C6 ZL Al _ S _ \ ,)� 150.52' 2�° .6 A2 i � L / A o � 13B ds �( 63.24' X156 - L-tiJT 2 ' / TOTAL' FRONTAGE =331.33 2�� 'oo \� 1 O 1 s —148— \� O 1° 154- - AREA= 25,000,S F. �1bo I ti°° / s I // s" s 25 (ABLE WIDTH PUBLIC) �� S4� 3�8 8% C.B.A. 000 S.F. / / ^tea °° VAR KEYES WAY Ro �o, ��s 15z °o / / (50'WIDE PUBLIC) ���� �154���\ / 100' 100, 2 M FR \ �I LOT 1 100 I �P��� PO 10'WIDE X 3' HIGH M �' 6 AREA = 57,968 S.F. / / „O O \� 2\ / , C.0 I �2 BOX CULVERT N/F l �� �� C.B.A. = 50,160 S.F. �700 PROPOSED 1°6_ �I _ ROGER&JOAN MAILHOT -q4& `1s °a INV OUT- 135.28 N/F �QO/V, �� WOELK EGBERT FS ��7s s0� 2p, 5 �° / BORDERING 4!% / 25' - � -14 ^ d / VE STATED J INV 18" RCP - 135.28 6 o / 6° / 2� X140-- \;A \� \SFi�j�� W TLAND / ` !s V �ROO 0 c os � BAV�� C3'' i LIMIT OF 200' RIVERFRONT AREA \�\\��1 \ C / �� aoi C5 / �3 �� C1/ PLAN \� 42� \ J C6 / 40' 0 40' 80' C7 LIMIT OF 100' BUFFER ZONE ' �0 � 1136 ' // / �. / FOUR 10 WIDE X 4 = SCALE: 1 40 ` HIGH BOX CULVERTS LIMIT OF 50' NO-BUILD ZONE �� / "I \ G � / INV IN = 133.36± G2 / 2 /// I4V OUT= 133.23± LIMIT OF 25' NO-DISTURBANCE ZONE o �� C8 \ _ _136 � o �s � p ©2012 CHRISTIANSEN & SERGI, INC. \� 1�80 - \ H3� 6'- 142 G1 ��0 �� ' �� LIMIT OF BORDERING LAND SUBJECT TO X144 \� / PERENNIAL //�� �/� PRELIMINARY CONVENTIONAL FLOODING (ELEVATION 138.0 FEET)AS H4 /��o BANK SERIES) �4% SUBDIVISION PROOF PLAN ESTABLISHED ON FLOOD INSURANCE RATE MAP s �j COMMUNITY-PANEL NUMBER 250098 0007 CAND H5 QCT 7 **41#* FOR LOCATED BY FIELD TOPOGRAPHIC SURVEY PS 11 SITE PLAN PERENNIAL BANK (G-SERIES) / / EXISTING / *% , REGENCY PLACE" SFOR LOTS EWER IN EASEMENT PROFESSIONAL N/F � _j ENGINEER NORTH ANDOVER, MASS. 1 - 31 �10 & 11 SAMUEL CURRY / � 42 WASTEWATER RECORD ANNA& CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST PUMPING OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD BOO / STATION 464 APPLETON STREET NORTH ANDOVER, MA 01845 / NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 O / REV: MO PROFESSIONAL ENGINEERS & LAND SURVEYORS / / CHRISTIANSEN & SERGI , INC. / 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 2 OF 5 PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053007 / 5° A i�,� / Q� 43 LEGEND A42 STONE WALL OA41 N/F NOW OR FORMERLY OF ��Q /��J�, o 4q`- O / / J �' 7, DRAIN MANHOLE B2 011 �`L N o A40 I CATCH BASIN AND DRAINAGE PIPE N/F � �oo� � Q / TOWN OF NORTH ANDOVER / 1p0 1p0 �0 \ FIRE HYDRANT r I _ goo goo' / N B3� EXISTING WATER MAIN & GATE VALVE 11p0 \ °° 7 - -206- EXISTING ELEVATION CONTOUR I 2 I IA39 50' w EXISTING SEWER MANHOLE & SEWER MAIN I -� B4 GAS MAIN 6 ^o � 50So- 93.36' � ti5 � \ ' N/F c,6 58.72 50' —� 86' ' ti� ANTHONY& COURTNEY HUTCHINS FAMILY TRUST UNDERGROUND ELEC./TEL./CABLE TV LINES �'25 � 2s' � so, h° � � A38 EXISTING GUARD RAIL EXISTING EDGE OF PAVEMENT caA30 \ h B5 \ co ti I N/F A37 �6, EXISTING EDGE OF GRAVEL DRIVE/ / a h° JAMES &TARA PANGAKIS o h° ti`' & EXISTING TREE/BRUSH LINE I ' A26 A28 A31 \ tib B6J I I / �Cb� A27 \ 2s / B8 �, B7 0 1 WETLAND FLAG AND EDGE OF BODERING I I � 1 o N 0 A25 \ ti XA36 B9� C6 VEGETATED WETLAND I I \0 �s / / � /�Z I A32 ' V / 0 : H3 � I I I B11 _ . — WETLAND FLAG AND TOP OF PERENNIAL I ro B12� �, BANK A35 200' LIMIT OF 200' RIVERFRONT AREA J A24 3 B 13 0 I w \ 100 LIMIT OF 100' BUFFER ZONE w \ A34� mm 50' LIMIT OF 50' NO-BUILD ZONE \ \ A23 / \ M 25' LIMIT OF 25' NO-DISTURB ZONE N s PROPOSED SEWER MANHOLE & SEWER MAIN 00 6'�9 o N/F B1Z CHRISTOPHER SKOWRONEK PROPOSED DRAIN, FLARED END SECTION, & RIP-RAP so s N/F JOHN & COLLEEN DIAS s �s � 0 o, A22\ \ \ s `mss B15 -100, 15 °o \ ` 0 A21 s \ � o °o 0 A20 � 601, s a A 1623, 49.41' °o A19 0- \ s° s \ B 17 B18 c9� LIMIT OF 25' NO-DISTURBANCE ZONE N/F -0'0, \ DAVID BLUNDIN \ \ 6s \ j� `9j" LIMIT OF 50' NO-BUILD ZONE s as s� LIMIT OF FEMA 100-YEAR FLOOD B19 A18 \ HAZARD ZONE A (NO BASE FLOOD -°o \ ' \ ELEVATIONS DETERMINED)AS \ SHOWN ON FLOOD INSURANCE I �, \ \1° ams N RATE MAP COMMUNITY-PANEL N LIMIT OF 100' BUFFER ZONE 'o \ o \ I NUMBER 250098 0007 C / > AbI \ B20 N/F o \ ° s \ KAREN &THOMAS tp 66 A \ 'o\ \ I I V A KINNEMAN °' \ \ � \ 1 9.1 I I I\ \\ � \ � / 621 I\ I I I 1 Iso \ s l \ A� 16 25, 180` 0 10 A15 1 I I \ `� / ; PLAN / B22 40' 0 40' 80' � � �/ // / �� � II 11 I I I � � � / �/ � � V I I I I I I 1 i �I 93 12 / B23 l / o I p �1e A00� / I I X180 � � � � — � � / X66 �� �y SCALE: 1 = 40 t. / B24 zLZ -1;'8 �p1�� / / 1 �= 'too, - iool / � � / / / / I 1 B25 / / / ISOLATED VEGET/ATED I BORDERING VEGETATED B26� X176, - - - - - / LOT 9- X10 / / / / -LIMIT OF 25' / / WETLAND/ N I WETLAND �j 36, ©2012 CHRISTIANSEN & SERGI, INC. / fU EXISTING /AREA = 3RBA1 C 2 S.F. // / NO-DIS = 8.10+ &ES o // / i / / ZONE�TYPy)� o / so, I I I B27 HYDRANT (TYP.) // C.B.A. =/102,210 S.F� SISOLATED VEGETATE6 / co A14 MATCH LINE A PRELIMINARY CONVENTIONAL WETLAND / 5� 50' 0 50' / /25. zs, I I (SEE SHEET 2) SUBDIVISION PROOF PLAN 6 / / 1 I A B28/ FOR .'3/ E3 /g E2 ��� I 1 — SITE PLAN 25' 25/ 2 , 4 I ' \ SITE PLACE" �� cv / �,, I v I / ,N FOR LOTS � �Q 10 PR OSED � / / / ,`� ,h / / o E1 \ C \ A13 BORDERING VEGETATED PROFESSIONAL >so Flo / USE / / �/ // F3/� F4 \ ,E5 \\� / y \\ \ \ WETLAND 9L� ENGINEER NORTH ANDOVER, MASS. 9 & 10 1;D111 \ 110 o / / / / // _ _ �c A F� E6 \ RECORD ANNA & CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST / / / \ / \ \ �� OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD \ �p i / h/ / / �� / 's? \ \ E7 s°, \ \ �12 / 464 APPLETON STREET NORTH ANDOVER, MA 01845 0, \ - _16a / N / % 0 F6 ti / \ �S \ ^�' NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 D \r80 /� � � "-'/ -� �� -154— _ �5 \ _ �\� \ 25' � �� / CO F1 �� % So 25 d So, A ', B30 REV: � � �C)p / —158— 25� — o �A� \�� _��� \� c�`�' N/F PROFESSIONAL ENGINEERS & LAND SURVEYORS O - s� 2s 5 s > >s , s \ A11 ARTHUR& � sg���� � 50 LIMIT OF 50' ° \ \ B31 MARIANNE HOOD _ LOT 10 CHRISTIANSEN & SERGI , INC. PROPO D s N \ \ _ _ NO-BUILD ZONE \ s \ \ 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 3 OF 5 `O 8" PVC o 50� AREA= 199,617 S.F. �� � � 'AQ \ o V �� \ \ so 5 158 ��� \ s PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 SEWER Fn, / _ / =\I.58±ACRES �� \ \ B32 A / DWG. NO. 11053007 x.224 P I � - � NEI I RIDGE ROAD I w (50'WIDE PUBLIC) _ —222 I 2 I 20-� -218— k 7 ` I N/F JAMES &TARA PANGAKIS -216— —214� I I - - - \ \ N/F I N/F JOHN & COLLEEN DIAS I 2�° \ DAVID & MAURA BLUNDIN I I ofQ / ' \ I QQJp� �°A \� \\ _ — — 'WIDE -� �-0 - EXISTING 20 \per \ - UTILITY EASEME_ V _ \ _20 O — — N/F DONNA & MARK FORD / - -196 EXISTING HYDRANT 0 \ \198— _ _ N/F —19 JOHN LUNDY & KAREN LAFFERTY LUNNY / / ]. C \ ` \ 194 / / ^ 18 — 0>, �—� — —192- / � —186 — — �0. X188 �190— O — —184- N/F �� / �\ \ �� -�86 �� - -1s$- DAVID BLUNDIN —182- v o, 1 �� , 184\ \ 86�� � / / 180_ ���� 178- - � � � � � � V182_ � � � Z PROPOSED _ ` 78g �>s� l Q` TURNAROUND - N/F o, / - —� LOT 8 ` , EASEMENT i�.O — — '9� 180 JOHN & SUSAN PERCIVAL — — �` D \ / 4AREA =41,354 S-F — T _ — �4p0 EXISTING 12" GLB A. = 36,251 S.F. W k WATER MAIN STORMWATE2 �`� ` TYP. '°o �� AREA WITHIN-R3 / �_ MANAGEMENT �' ( ) "ZONE + 100' INTO R1— — 7 — — -AREA ZONE= P 28,370 S.F. — --180 ROpOS D D ' 1g2� - Eqs RAl/� '10 `�� / -/- �F F �Q �� � �s LOT 7 >> 6A �O - - PROPOSED ,��� \ / �3' O�� s� O _ - \�G , Sc, / --AREA= 33,642 S.F. 9� O --180- HOUSE 180 HOUSE N` C.B.A. = 33,421 S.F. cz + 0 D8 D6 i �cll�lS -178- D7 �P 0 .�`b / � AREA WITHIN R3 B RDERIN �� `A - _ - _ ,' � `L / - - -ZONE + 100' INTOR1 �• �� - - - LOT 9- - —164 VE ETATED so, /pQ'Q /'o0, - LOT 6 ZONE = 25,000 &-F. D5 \ WET / `AREA = 30,248 S.F. �� gyp, EXISTING /AREA == 3�2 S.F. �� /O / C.B.A. =36;248 S.F. HYDRANT (TYP.) / = 8.10±/x6RES °o 19011 170 - - - / C.B.A. = 02,210 S.F. ISpr 2 8 Q' - - - - - - - \ - /1 F. �VCsQ j PROPOSED AREA WITHIN R3 P ° S / V ZONE + 100' INTO PLAN 1 �68� O \ _1� / 7 F/2F,Q ,D40 / / s �� SHOUSE ZONE = 25,486 S.F. �O 40' 0 40' 80' �� �16s, 1�Tl� I� / PROPOSE �3� O� �� 172 1 / PRIVATE SEER ` , _ - - �164 PR O D SCALE: 1" = 40' N/F W �� , T � .� 90 I ANDREW &JOLENE N N EASEMENT, PROPOSED SOT 5 '0 F USE BUTTRESS - - - - HOUSE �___ ,162 AREA=26,950 S.F. O� r'p� � D2 702) \ � �C�B �62 A. = 26,950�S F. \D1 7 \ o `Asa AREA WITHIN R3 � \ r''o \ � OO "/ � ©2012 CHRISTIANSEN & SERGI, INC. _ ZONE + 100-INITO R1 of - $ i �ON E = 26,310 S.F- � �� �/ D PRELIMINARY CONVENTIONAL PROPOSED �° SUBDIVISION PROOF PLAN 70 HOUSE �9 s �� � X55 1 \ � � ?�, .A; � F�-j O FOR N/F PROPOSED SITE PLANA N8' PVC � REGENCY PLACE�LETOURNEAU REALTY TRUST 1yo SEWER'9O R,°y FSF� w �- ��, \ IN FOR LOTS PROFESSIONAL W `' 1 ENGINEER NORTH ANDOVER, MASS. 4 - 8 �� y1�6 PROPOSED RECORD ANNA& CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST HOUSE V V � ` � _ OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD 464 APPLETON STREET N/FX76 LOT 4 �\ % �\ NORTH AN OVER, MA 01845 NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 TIMOTHY & MICHELE O'BRIEN (9" AREA = 26,855 S.F. \ \ \ `� �` C.B.A. = 26,855 S.F. \ � Off! REV: �po PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI , INC. \ \ \ C 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 4 OF 5 PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 �� V DWG. NO. 11053007 PVI STA = 11+50 PVI ELEV = 182.64 A.D. = 2.8602 K = 43.7033 196 125.0000'VC 196 0 Ln -q N_ ti + 00 192 r 192 LU Q L W W LL = a+_59 188 O 0 188 z o PVI ELE = 172.99 w Ln M A.D. _ 0.9662 I co K = 10 .5003 CCS o+o 184 " r 100.0 oo'vc 184 Q \ U > > m m oo O \ r r 180Lu 180 uJ UJ 82,E o0 0 r PVI STA = 6+50 176 \\ 6' PVI ELEV = 161.42 176 U ui A.D. _ 2.8269 m > K = 513.0622 m 150.0 00'vC PVI STA =4+50 172 PVI ELEV = 159.36 172 N N A.D. _ .1700 K=4 .9616 + r 200.0 00'vC 6i 168 3 �o w U 168 w Loo o corn + O Ln M \ (9 + C) r Lf) co � r U 164 \\ _ > U U ^\ PROPO ED C/L GRADE 164 — m � w EXISTING C/L GRADE ro 1.03% o 160M 't 160 T W \\ >co > PVI STA= 1+00 p m PVI ELEV = 141.16 Oa 156 A.D. 7000 156 K=40.5405 \ 150.0 oo'vC � W 152 o J 152 r Lo z � r —— 2 -- - U W W > 148 W w 148 Q Ln d + oo w � O O r w 144 U 1 1nwO 144 M m w r Ln o 140 Q 140 0 DATUM ELEV DATUM ELEV 136.00 136.00 Ln � ON r, C) MO 000 1, 04 rr In rti P.- It Lor 0) 00 � r Lo Lo 04 r*- r_ 0) tiN NN 00 00 MO U-) 10 NO Lo 'It COO COO � O Or . r co Ln • O . . . co M Ln r m • 0) M . 00 • 00 O . 0") c} O I� M O 0 CO M r O) ti O M N N co M m O co O O ti ' N O O 00 O 0 0 00 0 0 M 00 0 ~ O M r CO O CO ~ CO O CO M CO r CO O CO O CO O 0 0 0 0 Lf) Ln r ao CO M r O Cy 0) M O r 0 r 0 r 0 r 0 r 0 r r r r r 0 r 0 r 0 r 0 r (.0 r 0 r 0 r r 0 r 0 r 0 r 0 r 'IT r r r r r M r M 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 Lo 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PROFILE REGENCY PLACE HORIZONTAL SCALE: 1" = 50' VERTICAL SCALE: 1" = 5' NOTES- 1. OTES-1. THE ROADWAY WILL BE DESIGNED TO MAXIMIZE THE BALANCING OF CUTS AND FILLS. THERE WILL BE A NET IMPORT OF FILL MATERIAL DUE TO THE NECESSITY OF IMPORTING THE ROADWAY BASE AND PAVEMENT MATERIALS. VARIES VARIES © 2012 CHRISTIANSEN & SERGI, INC. 50' STREET (R.O.W.)WIDTH 1p 2 VARIES VARIES 24'-0" PAVEMENT WIDTH VARIES VARIES o 2 _ P R E L I M I NARY CONVENTIONAL �1 (8' MIN.) CL (8' MIN.) 0� 1�//� SURFACE COURSE 1-1/2" CLASS I BIT. CONC. TYPE 1-1 TOP COURSE PVMT. ROADWAY EXISTING 4 SLOPED GRANITE EDGING SLOPED GRANITE EDGING 4 EXISTING BASE COURSE 4" CLASS I BIT. CONC. TYPE 1-1 BINDER COURSE PVMT. SUBDIVISION PROOF PLAN GROUND 1 2.00% y 2.00% 1 - GROUND 4" DENSE GRADED CRUSHED STONE FOR PRO FILE & III �-- 3.00% 3.00% � �-— 4 ----- ------ ---- ---- 1 "REGENCY PLACE" TYPICAL 1 �,-' 4" LOAM & SEED —�, 4" LOAM & SEED , � 1 12" GRAVEL BORROW TYPE b IN SEE INSERT . ELEC/TELE/CABLE COMPACTED SUBGRADE PROFESSIONAL NORTH ANDOVER, MASS. ROADWAY GAS � 10 6' MIN. � [-4�M INENGINEER , 6' MIN. SECTION EXISTING EXISTING ROADWAY PAVEMENT SECTION INSERT GROUND WATER DRAIN GROUNDRECORD ANNA & CLAUDIA APPLICANT: NORTH ANDOVER REALTY TRUST SEWER NOT TO SCALE OWNERS : TYMVAKIEWIZ 66 SPRING HILL ROAD 464 APPLETON STREET NORTH ANDOVER, MA 01845 NORTH ANDOVER, MA 01845 DATE: JULY 16, 2012 SUBDIVISION STREET REV: NOT TO SCALE PROFESSIONAL ENGINEERS & LAND SURVEYORS CHRISTIANSEN & SERGI , INC. 160 SUMMER STREET, HAVERHILL, MASSACHUSETTS 01830 SHEET 5 OF 5 PHILIP G. CHRISTIANSEN WWW.CSI-ENGR.COM TEL. 978-373-0310 FAX. 978-372-3960 DWG. NO. 11053007