HomeMy WebLinkAbout12-19-25 243 Great Pond Road - REVISED SITE PLAN - Plans - 243 GREAT POND ROAD 12/19/2025 NOTES:
1. THE INFORMATION DEPICTED ON THIS PLAN HAS BEEN COMPILED FROM
THE TOWN OF NORTH ANDOVER GIS SYSTEM
2. LAND USE WITHIN 100 FEET OF THE SUBJECT PROPERTY IS PRIMARILY
SINGLE FAMILY DWELLINGS
PREPARED BY:
PATRIOT Engineerin
PO BOX 362
LEXINGTON, MASSACHUSETTS 02420
T: (978) 726-2654
www.patriot-eng.com
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MICHAEL J
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243 GREAT PIDND RIDAD
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GREENHIDUSE SITE PLAN
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IDCT(DBER 29 2025
REVISED NIDVEMBER 21 2025 DECEMBER 19 2025
_
LOCUS CONTEXT MAP
(SCALE 1"=100')
Engineering
AI
NOTES: Design
�c Planning
1) OWNER OF RECORD OF PARCEL ID:037.C-0054-0000.0 Construction Inspection
STEPHEN BOYKO 09F :• - •
/ 243 GREAT POND ROAD
Greenman-Pedersen, Inc.
/ NORTH ANDOVER, MA Jb� 44 Stiles Road, Suite One
CONCRETE DEED REFERENCE: BOOK 9181 PAGE 180
RETAINING / PARCEL ID: Salem, NH 03079
WALL ESSEX COUNTY REGISTRY OF DEEDS. 037.C-0055-0000.0
�-• O
2) ZONE: RESIDENCE 1 DISTRICT(R1) N/F SANTOS JULIAN A.
PUY-
CY) / k� / ZONING OVERLAY:WATERSHED PROTECTION DISTRICT BOOK 18132 PAGE 7 PREPARED FOR
:ti J \ ��
U) #245 GREAT POND ROAD
REFER TO THE TOWN OF NORTH ANDOVER ZONING ORDINANCE FOR
VERIFICATION ADDITIONAL RESTRICTIONS AND PERMITTED USES. o c4 \ = PATRIOT ENGINEERING
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P.O. BOX 362
Z l} 3) THIS PLAN IS THE RESULT OF AN ON-THE-GROUND FIELD SURVEY PERFORMED BY o - 1
. � rn 1 LEXINGTON, MA
/ THIS OFFICE BETWEEN JULY 2 AND JULY 3,2025.
I / 1 55• �
oC / 4) BEARINGS SHOWN HEREON ARE BASED ON NAD83 PER GPS OBSERVATIONS / SITE
PERFORMED BY THIS OFFICE ON JULY 2,2025. / / �°"
MATCH LINE 1 � - �• SE
�,�°- — —� 5) ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 PER GPS OBSERVATIONS
MATCH LINE 2 .,� ►o \ PERFORMED BY THIS OFFICE ON JULY 2,2025. / / / �0
I / ��
6) LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND ARE / / �ti° LO
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SHOWN BASED ON SURFACE UTILITIES OBSERVED DURING THE FIELD SURVEY PARCEL ID:
AND RECORD UTILITY INFORMATION.ADDITIONAL UNDERGROUND UTILITIES 037.C-0056-0000.0 / �,
/ / ° (�
x / �� OTHER THAN THOSE SHOWN MAY BE ENCOUNTERED. INVERTS ARE LISTED IN A j / ��°� / U's L'�, JI
-
'` CLOCKWISE DIRECTION ENDING WITH THE INVERT OUT(UNLESS OTHERWISE N/F LELAND II,ELBRIDGE C / \ �
BOOK 17430 PAGE 147
NOTED). / 154 ��� �''- l2 ,� _
Gj3 \ h Dc�
#GREAT POND ROAD N o° 40
7) THE SURVEY TRACT IS IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA(100 TRANSFORMER
YEAR FLOOD)PER FLOOD INSURANCE RATE MAP NUMBER 25009CO236G,WITH AN /
EFFECTIVE DATE OF JULY 8 2025. �`�' / '`�� i \tK Cn
h I LOCATION MAP
x 8) EASEMENTS SHOWN HEREON WERE IDENTIFIED THROUGH A SEARCH OF PUBLIC �,�'� —x \ �� ,�'�' (NOT TO SCALE)
RECORDS. OTHER EASEMENTS MAY EXIST OTHER THAN THOSE SHOWN THAT
1 ° WOULD BE IDENTIFIED THROUGH A TITLE EXAMINATION. NO TITLE EXAMINATION
I /\
WAS PROVIDED TO THE SURVEYOR DURING THE PREPARATION OF THIS PLAN.
LO
LEGEND ��� / / ' / CRUSHED / — h _ ■ ■UTILITY NOTES■ _ Cl)
/ _ / ,�� / o� � / / � STONECCB
WATER SERVICE- PUBLIC WATER MUNICIPAL �' S3 * —
CAPE COD BERM
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COMMUNICATION UTILITY 1 CO
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/ GAS SERVICE GAS EVERSOURCE ENERGY(EGMA) / Uj
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GAS UTILITY ` / _ / �0 / � �� � P COURT \ I CHAINLINK / ■1
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° SERVICE O G ( SS C US S C C) v Q / �` �- FENCE
— — OVERHEAD UTILITY / °� \,��' �.�'� / �0 x / /
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X a`O' `L / PAVERS
® ® CATCH BASIN I / / / / ►��� I' h / / �� wooD / I I I -/ WETLANDS WERE DELINEATED ■
/ WALKWAY / '� BUILDING DECK / I x
/ _ I// � LSA I I I �� � \ �1I1, BY LEC ENVIRONMENTAL � M
ROOF DRAIN / ob \ °� / I
/ � / ��h _ / HEIGHT=31.9' � �� I I to/ �o J � I I °�� ��'� WF 6 CONSULTANTS ON JUNE, 18,
/ t`�' h� PARCEL ID: / , / BUILDING SUPPORT '�`� ,h4'' / �`� I
/ _ _ � ,� I ,� / / I I 2025 AND FIELD LOCATED BY (n
O VENT / ��'� 037.0 0053 0000.0 \ ��� ��y /� �� / / COLUMN(TYP.) \ I ,� I , I
� � I THIS OFFICE O N
/ � �� I
s� SEWER MANHOLE I / / N/F TYLER MATTHEW AUSTIN �,� � / h / / / o ) o �—� \ I � I WF 5
/ BOOK 17809 PAGE 94 k ,�� I / / 2-STORY BUILDING I I I I
Dxl GAS VALVE / 3,400 Sq.Ft.(FOOTPRINT) I \ \ \I ,1I1. ��2°�
/ / #235 GREAT POND ROAD \ 1 / i FF=X.X I c5` \ I 01•
D4 WATER VALVE I / \ v/ / I I 36,,
/ I / #243 GREAT POND ROAD I CAMERA \ 2 I •20, �'
FIRE HYDRANT / �/ \ I I '� �4 CANOPY POST 0 \ \ I \ WF 4
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CCB // // � � / wF B-7 wF 8-8- -136 � - � � � _ — _ _ _ - - - - � /
\ 0 135- _ — DRAWN/DESIGN BY CHECKED BY
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RIM=143.99 1 INV.=141.43 N84°2336frE �1I1, \
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- / I HEAD WALL DELINEATED BY LEC ENVIRONMENTAL
\ CONSULTANTS ON JUNE, 18,2025 AND CONDITIONS`\II'
FIELD LOCATED BY THIS OFFICE
- \ MATCH LINE 1 WF B-17 PLAN
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I ,���' MATCH LINE 2
,lll, WF B-18 END
Lf PLAN REFERENCES:
ALE:
NORTHERN ESSEX REGISTRY OF DEEDS
1) PLAN 12246 N EX-2500218
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3) PLAN 12505 0 20 50 100
SCALE: 1" = 20'
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PHASE I CONSTRUCTION SEQUENCE c1< 0 0
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1. INSTALL ALL EROSIONS CONTROL MEASURES AS REQUIRED. Q N 0
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2. MEET WITH TOWN PLANNING STAFF,SITE CONTRACTOR,AND EROSION CONTROL MONITOR AT PRE-CONSTRUCTION O O
MEETING TO REVIEW EROSION CONTROL MEASURES AND SITE PLAN REVIEW CONDITIONS. ~
3. INSTALL TEMPORARY,HIGH VISIBILITY,ORANGE CONSTRUCTION FENCING AROUND ENTIRE PROPERTY TO Q Lu Lu �
DELINEATE WORK AREA. TEMPORARY CONSTRUCTION FENCING WILL BE INSTALLED BEHIND EROSION CONTROL z > O
MEASURES TO ENSURE ADEQUATE ACCESS TO THE EROSION CONTROLS FOR INSPECTION MAINTENANCE AND Q
I - REPAIR AS NEEDED FOR THE DURATION OF CONSTRUCTION. O O 0
4. REMOVE AND DISPOSE OF ALL TRASH AND DEBRIS FROM SITE. z
5. REMOVE ALL SPECIFIED TREES AND STUMPS. Q Q z
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6. DRESS THE TEMPORARY STAGING AND PARKING AREAS ON SITE WITH CRUSHED STONE. > cc
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REMAINDER OF MATERIAL OFF SITE. Q L u♦ � oc =
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2. FURNISH AND INSTALL FOOTINGS AND FOUNDATION WALLS. 0 U
3. WATERPROOF, INSULATE AND BACKFILL FOOTINGS AND FOUNDATION WALLS.
4. EXCAVATE FOR AND INSTALL PERIMETER FOOTINGS AND FOUNDATION FROST WALLS AND INTERIOR FOOTINGS. V)
WATERPROOF, INSULATE AND BACKFILL THESE AREAS.
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5. EXCAVATE AND BACKFILL ALL NECESSARY TRENCHES IN ORDER TO FURNISH AND INSTALL ALL UNDERGROUND Lu 0
PLUMBING,SECONDARY ELECTRICAL,ETC. z Z
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6. FROM THIS POINT ON,THE VERTICAL CONSTRUCTION CONTINUES IN THE SAME CONVENTIONAL MANNER AS ANY O 0 z
20 MINIMUM TYPICAL RESIDENTIAL DEVELOPMENT PROJECT. w
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PROPOSED LIMIT PLAN VIEW 2. FURNISH AND SPREAD APPROVED TOPSOIL FROM SUB GRADE TO FINISH GRADE PER TOPSOIL SPECIFICATIONS
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ON APPROVED LANDSCAPE PLANS. � � �
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\ 3. FURNISH,DELIVER AND INSTALL ALL PLANT MATERIAL PER APPROVED DESIGN DOCUMENTS. PROJECT WETLAND
PROPOSED 6 MINIMUM SCIENTIST AND/OR LANDSCAPE ARCHITECT SHALL INSPECT PLANTS PRIOR TO INSTALLATION,AND OVERSEELn Ln
1-2 WASHED STONE N E
SITING AND INSTALLATION OF ALL PLANTS. cV N
FILTERMITT(TYP) - w O O
............ EXISTING GRADEp 4. AT THE TIME OF INSTALLATION,ALL PLANTS TO RECEIVE A DEEP WATERING. N N
a a o N r
QD O 5. CLEANUP AND DEMOBILIZE. r N
6. UPON SUCCESSFUL SEED GERMINATION AND SOIL STABILIZATION,REMOVE EROSION CONTROLS.
PROPOSED TEMPORARY
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CONSTRUCTION ENTRANCE PROPOSED
CONSTRUCTION CROSS SECTION
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-� ADDITIONAL CONSTRUCTION NOTES: � a>�o �' _c
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• TRASH REMOVAL:THE 30 YARD DUMPSTER THAT IS REQUIRED FOR GENERAL CONSTRUCTION WASTE IS APPROXIMATELY ��b z
22'X 8'.IT WILL BE SCREENED BY SIX FOOT TALL TEMPORARY FENCING AND SCRIM.
03
�� • TEMPORARY RESTROOM FACILITIES:TEMPORARY RESTROOM FACILITIES WILL BE LOCATED BEHIND THE DUMPSTER AREA
WITHIN THE CONSTRUCTION ZONE SO THAT THEY WILL BE SCREENED FROM THE ROAD.
SHED • SNOW MANAGEMENT:DURING CONSTRUCTION SNOW WILL BE REMOVED IN ITS ENTIRETY ON THE CONSTRUCTION SIDE
ONE TP-1
OF THE FENCE BY THE GENERAL CONTRACTOR.
• SOIL STOCKPILES MUST BE STABILIZED OR COVERED AT THE END OF EACH WORK DAY.SIDE SLOPES NOT TO EXCEED 2:1.
12"DIAMETER(MINIMUM)FILTERMITT SHALL BE INSTALLED AROUND EACH STOCKPILE
• NO ONSITE REFUELING OF CONSTRUCTION VEHICLES OR EQUIPMENT.
• N
DUST CONTROL LIMITED TO POTABLE WATER.CALCIUM CHLORIDE SHALL NOT BE USED FOR DUST CONTROL.
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• SEGMENTS OF THE ROAD ON WHICH ANY SEDIMENT IS DEPOSITED SHALL BE SWEPT WITHIN 24 HOURS OR MORE
FREQUENTLY AS REQUIRED OR DIRECTED BY TOWN STAFF Cn
PROPOSED TEMPORARY
X STAGING/STOCKPILE AREA
\ • ANY SEDIMENT OR DEBRIS DISCHARGED TO ANY TOWN DRAINAGE STRUCTURE OR DRAINLINE SHALL BE REMOVED
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- BASKETBALL WITHIN 24 HOURS. 0
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NOTE.•
1. EXISTING TREES TO BE SAVED SHALL BE PROTECTED WITH
ORANGE CONSTRUCTION FENCE(OFF—SET FROM THE TREE TRUNK
BY PROFESSIONAL STANDARD BASED ON CANOPY) AND BURLAP
AND STRAP BOARD TRUNK WRAP METHOD.
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- D LEGEND DESCRIPTION
VARIES
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` POL YETHELENE SAFETY FENCE
PROPOSED LIMIT
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STAKES.
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SAFETY FENCE TO POST
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INFORMATION RECOVERED THROUGH RESEARCH WITHOUT U
SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION.
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TEST PIT DATA • •
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MICHAEL NOVAK, PE ON NOVEMBER 14, 2025 0 F_
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PARCEL ID:
ELEVATION = 153.5 W
037.c-0056-0000.0 �RSHEC BUFFS 0 -13 A LOAM z > Q DC
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N/F LELAND II,ELBRIDGE C4ft ��_ �� 0 a.
BOOK 17430 PAGE 147 �� 13 30 B LOAMY SAND L I IT 0
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#GREAT POND ROAD \ 3O -72 C LOAMY SAND
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PROPOSED Q Q
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'PROJECT AREA ..
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PROPOSED FIRST FLOOR EL- 154.8 PROPOSED
\ PARCEL ID:
037.c-0055-0000.0 D CONSTRUCTION
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N/F SANTOS JULIAN A. ` = FENCING
BOOK 18132 PAGE 7
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#245 GREAT POND ROAD
USHED
PROPOSED PROPOSED FOOTING EL= 150.0 mac\ 1s4�
�- 24'X 36'GREENHOUSE � _
STONE �` (FINISHED FLOOR TO BE TP
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N/F TYLER MATTHEW AUSTIN
BOOK 17809 PAGE 94
#235 GREAT POND ROAD PRIMARY PROJECT AREA: �^
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PROPOSED GREENHOUSE TO HAVE SOLID CONCRETE °
- 10 0 5 10 20 SLAB FLOOR WITH SLOT DRAIN CONNECTED TO EXISTING N
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GRAPHIC SCALE IN FEET 1) OWNER OF RECORD OF PARCEL ID:037.C-0054-0000.0 EROSION CONTROL SEQUENCE
STEPHEN BOYKO
243 GREAT POND ROAD 1. LIMITS OF CONSTRUCTION ARE TO BE STAKED OUT AS THE FIRST STEP. NO
NORTH ANDOVER, MA CONSTRUCTION EQUIPMENT IS ALLOWED BEYOND THE LIMITS AS STAKED.THE
DEED REFERENCE: BOOK 9181 PAGE 180 AREA BEYOND THE LIMITS OF CONSTRUCTION IS TO REMAIN UNDISTURBED.
LEGEND ESSEX COUNTY REGISTRY OF DEEDS.
2. PLACE FILTERMITT AT LIMITS OF CONSTRUCTION AS DIRECTED ON THE SITE
2) THE SOLE PURPOSE OF THIS PLAN IS TO ACCOMPANY A CONSERVATION FILING WITH THE PLANS.SEE APPROPRIATE DETAILS SHOWING HOW TO PROPERLY INSTALL
CONTOUR RIVERFRONT AREA TOWN OF NORTH ANDOVER CONSERVATION COMMISSION FILTERMITT.
oplip ! WETLAND FLAG n PROPOSED CONTOUR CALCULATIONS
EDGE OF WETLANDS 3) ZONE: RESIDENCE 1 DISTRICT(R1) 3. AREAS OF DISTURBANCE TO BE KEPT TO A MINIMUM.THE AMOUNT OF TIME AN
X 221.1 PROPOSED SPOT GRADE ZONING OVERLAY:WATERSHED PROTECTION DISTRICT AREA IS LEFT UNSTABILIZED WILL BE KEPT TO A MINIMUM.
------- EASEMENT H P.
TOTAL RIVERFRONT AREA(RA) 55,512 S.F.± Z
WETLAND BUFFER ZONE HIGH POINT REFER TO THE TOWN OF NORTH ANDOVER ZONING ORDINANCE FOR VERIFICATION, 4. STABILIZE ALL DISTURBED AREAS WITH A MINIMUM OF 4"OF LOAM AND SEED.
(&SSSSSSSM PROPOSED EROSION CONTROL EXISTING DEGRADED RA 9,985 S.F.± ADDITIONAL RESTRICTIONS AND PERMITTED USES.
FLOOD ZONE J Q
FLOOD ZONE BUFFER ZONE PROPOSED LANDSCAPE WALL PROPSOSED DEGRADED RA 9,427 S.F.± 5. LEAVE TEMPORARY EROSION CONTROL IN PLACE UNTIL ALL DISTURBED AREAS
4) THIS PLAN IS THE RESULT OF AN ON-THE-GROUND FIELD SURVEY PERFORMED BY THIS ARE REVEGETATED. O
-❑ ❑ FENCE
TOTAL EXISTING OFFICE BETWEEN JULY 2 AND JULY 3,2025. LI..I % ^ �
DRAIN MANHOLE TEST PIT LOCATION IMPERVIOUS AREA 9,473 S.F._+ 6. IF THE SITE IS TO BE LEFT OPEN AFTER OCTOBER 15,ALL DISTURBED AREAS Cr. >_
S SEWER MANHOLE TP-1 5) BEARINGS SHOWN HEREON ARE BASED ON NAD83 PER GPS OBSERVATIONS PERFORMED BY ARE TO BE TEMPORARILY STABILIZED BY COVERING WITH MULCH AND OR HAY L U
TOTAL IMPERVIOUS AREA + (SPORTS COURT, COMPATED THIS OFFICE ON JULY 2 2025. COVERS. z O 0
1,801 S.F.± � Z � w
® CB CATCH BASIN PSIS PROPOSED SUBSURFACE INFILTRATION SYSTEM TO BE REMOVED GRAVEL AND CONIC PADS) z m
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8/T. BITUMINOUS FFE PROPOSED FIRST FLOOR ELEVATION TOTAL PROPOSED 6) ELEVATIONS SHOWN HEREON ARE BASED ON NAVD88 PER GPS OBSERVATIONS PERFORMED 7. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE w O w
FGF PROPOSED GARAGE FLOOR ELEVATION IMPERVIOUS AREA 1,243 S.F.± (GREENHOUSE, LANDINGS) BY THIS OFFICE ON JULY 2 2025. COMMENCEMENT OF CONSTRUCTION&ARE TO BE PERIODICALLY INSPECTED o 0 U oC Z
8/� BULKHEAD TO BE CONSTRUCTED Q Q W
EOP EDGE OF PAVEMENT FBF PROPOSED BASMENT FLOOR ELEVATION AND REPAIRED OR REPLACED AS NECESSARY THROUGHOUT THE PROJECT U z >� 0-
CONC. CONCRETE PEOP PROPOSED EDGE OF PAVEMENT TOTAL PROPOSED 7) LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND ARE SHOWN BASED CONSTRUCTION. < O Q Lu w
TYP TYPICAL POST CONSTRUCTION 8,915 S.F.± ON SURFACE UTILITIES OBSERVED DURING THE FIELD SURVEY AND RECORD UTILITY � 0.IMPERVIOUS AREA INFORMATION.ADDITIONAL UNDERGROUND UTILITIES OTHER THAN THOSE SHOWN MAY BE = W L u
DECIDUOUS TREE PRD PROPOSED ROOF DRAIN ENCOUNTERED. INVERTS ARE LISTED IN A CLOCKWISE DIRECTION ENDING WITH THE INVERT NOTE: DC
PFD PROPOSED FOUNDATION DRAIN TOTAL PROPOSED OUT(UNLESS OTHERWISE NOTED). L u (/)
PD PROPOSED DRAIN LINE REDUCTION OF 558 S.F.± • TO ENSURE NO ADDITIONAL ENCROACHMENT OCCURS
CONIFEROUS TREE IMPERVIOUS AREA DURING CONSTRUCTION,THE LIMIT OF WORK SHALL BE O
PSS PROPOSED SEWER SERVICE 8) THE SURVEY TRACT IS IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA(100 YEAR Z
' PWS PROPOSED WATER SERVICE FLOOD)PER FLOOD INSURANCE RATE MAP NUMBER 25009CO236G,WITH AN EFFECTIVE DATE SURVEY STAKED AND CLEARLY DELINEATED. 0
Z
OF JULY 85 2025.
1
TREE TO BE PROTECTED PTEC PROPOSED ELECTRIC SERVICE U
• O PROPOSED SEDIMENT BASIN 9) EASEMENTS SHOWN HEREON WERE IDENTIFIED THROUGH A SEARCH OF PUBLIC RECORDS.
.40 PROPOSED FLOW DIRECTION OTHER EASEMENTS MAY EXIST OTHER THAN THOSE SHOWN THAT WOULD BE IDENTIFIED
TREE TO BE REMOVED THROUGH A TITLE EXAMINATION. NO TITLE EXAMINATION WAS PROVIDED TO THE SURVEYOR
DURING THE PREPARATION OF THIS PLAN. ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD
INFORMATION RECOVERED THROUGH RESEARCH WITHOUT
SHEET
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