HomeMy WebLinkAbout2025-11-03 SET STONECLEAVE NO ANDOVER - Plans - 0 STONECLEAVE ROAD 11/3/2025 PLANNED RESIDENTIAL DEVELOPMENT
FOR
ASSESSORS MAP 104B LOTS 139=141 130klain erEnegiSeite202 oup,Ir�c.
Salem NH,03079
STONECLEAVE ROAD Ten.97 rangererg.com
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NORTH ANDOVER, MA 01845 �
DATE: AUGUST 25,2025
PREPARED FOR: a
LRC BUILDERS, LLC
475 BOSTON ROAD
BILLERICA,MA 01821
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INDEX OF DRAWINGS o 0
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SHEET DWG
NO. NO. DRAWING TITLE o w LOCUS MAP
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1. CS0001 COVER SHEET DUNCAN DRIVE w L�U, Q
2. CS0002 NOTES AND LEGEND w o m m w
3. CS0201 EXISTING CONDITIONS PLAN SITE o o¢ LU C)
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4. CS1001 LAYOUT AND MATERIALS PLAN w a
5. CS1501 GRADING AND DRAINAGE PLAN a z
6. CS1701 UTILITY PLAN LIJ
7. CS3501 UTILITY PLAN AND PROFILE z
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8. CS6001 SITE DETAILS STONECLEAVE ROAD
9. CS6021 WATER DETAILS BSTREETT a
10. CS6022 DRAINAGE DETAILS
11. CS6023 DRAINAGE DETAILS BARCO LANE =t
12. CS7001 EROSION CONTROL PLAN o C o a
m m m m
13. CS7501 EROSION CONTROL DETAILS
14. CS9201 PRE DEVELOPMENT DRAINAGE PLAN
15. CS9301 POST DEVELOPMENT DRAINAGE PLAN
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PREPARED BY: w a
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RANGER ENGINEERING GROUP, INC W LL N
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Ranger Engineering Group,Inc.
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130 Main Street.Suite 202 WETLAND SCIENTIST
Salem NH,03079 NORSE ENVIRONMENTAL
Tel:978-208-1762 2100 LAKEVIEW AVE,UNIT 3A
CURRENT PROPERTY OWNER rangereng DRACUT,MA 01826.com PROJECT 24-390
GEORGE BLAKE ADAMS LIVING TRUST
BARBARA J.ADAMS,TRUSTEE PROJECT ENGINEER/SURVEYOR DATE AUGUST25,2025
1634 SALEM STREET RANGER ENGINEERING GROUP INC DRAWING SCALE
NORTH ANDOVER,MA 01845 DRAWN BY DJO
130 MAIN STREET,SUITE 202
APPROVED BY BCO
SALEM NH 03079 CS000 1
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1. EXISTING CONDITIONS TAKEN FROM SURVEY ° LINE EASEMENT EpSEM ZO'47°E �F yaF
s ti IITM - SZ$° c e N �a \ TP1A
NORFORMED BY VEMBER 20 4 AND JANUARY 025NGER 1NG GROUP IN SO \ o /2� E U73,�'p9 E \ �F6 �F1'�\� �o Wo\ \ DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL MOTTLING
2. WETLANDS DELINEATED BY NORSE ENVIRONMENTAL IN Nip �� --- - $30°5 �vF6c's moo♦F a'-5" A SL 1 10 YR
NOVEMBER 2024. STURB / _ / / �w 5'-102' c LS 2.5Y$ 42"I0YRa 15%GRA
3. THE TOTAL AREA OF THE THREE PARCELS=13.31 AC ems- o/ I \�' yro CERTIFIED ROOTS T042" 2.SY 5%STONES
4. THIS PROPERTY IS LOCATED ENTIRELY WITHIN A NHESP Noe F 191'6 6 E wFsc
, \\4w VERNAL POOL NO REFUSAL,NO STANDING WATER,NO WEEPING
PRIORITY HABITAT FOR AN ENDANGERED SPECIES. CO2`1 _ S32°20 3 7jtr, TOP ELEV=94.25 ESHGW=90.50
/001 cN _- aFFLIN .
I I T Nl�GN TP1 B Rang Engineering Group Inc.
EXISTING 8"WATER LINE F.g`a _ - I wF2ae
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TOP ELEV=94.50 ESHGW=92.00
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LIVING TRUST \ �� _ ���_ ( MAP105.CLOT47 a
MAP 104.B LOT 139 �' - - �\ BK5867PG 140 NO REFUSAL,NO STANDING WATER,NO WEEPING,FEW BOULDERS,FEW STONES,10%GRAVEL
BK17919PG12 `- --
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__ _ \ yvF129 1v DATE: 6/18/202 6/18/20 DATE: 6/18/202 6/18/20 DATE: 6/18/202 6/18/20 PR 24-39�
L=150.00;R=380.00' \wF 14A Z m m HOLE# D PT-1A D PT-1 B 2 HOLE# PT-2A PT-2B HOLE# 0 PT-3A 0 PT-3B 25
4=022°3700" ` �� `--- 1 ,__ N 12 36'12 W m DEPTH OF PERC. 18"/18" 45/16" DEPTH OF PERC. 18"/18" 32"/16" DEPTH OF PERC. 32"/16" 24"/18" DATE AUGUST 25,2025
START PRE SOAK 10:17 10:22 START PRE SOAK 12:04 12:49 START PRE SOAK 11:55 1:12
END PRE SOAK 10:32 10:37 END PRE SOAK 1219 1:04 END PRE SOAK 12:10 1:27 DRAWING SCALE
\- \` L-140.4,6,R=380,00' N 12 36'12"W �a _� _ r TIME @ 12" 10:32 10:37 TIME @ 12" 12:2D 1:04 TIME @ 12" 1220 1:27
F®' d_021°1037" 9..55' n S € 1L __' � _ DRAWN BY DJO
�b _ _ TIME @ 9" 10:45 11:04 TIME @ 9" 12:36 1:17 TIME @ 9" 12:43 1:30
Fr "-`-` .� f-"•Tt<r_ t`I- F TIME @ 6" 11:01 11:45 TIME @ 6" 1:15 1:36 TIME @ 6" 1:17 1:33
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RATE MINANCH 6 MPI 15 MPI RATE MINANCH 13 MPI 7 MPI RATE MINANCH 12 MPI 1 MPI CS0201
F F / PERCOLATION TESTS PERFORMED ON 6/18/2025 BY BENJAMIN C.OSGOOD,Jr.
/ t` AND WITNESSED BY GERRY McDONALD,N.ANDOVER BOH.
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3 NOT TO SCALE 4 NOT TO SCALE O
z
w
F
0
PROJECT 24-390
DATE AUGUST 25,2025
DRAWING SCALE
DRAWN BY DJO
APPROVED BY BCO
CS6021
SHEET 9 OF 15
L
Ranger Engineering Group,Inc.
130 Me".Street,Suite 202
Salem NH,03079
Tel 978-208-1762
DRAINAGE STRUCTURE NOTES: NOTES: rangereN.com
1. ALL SECTIONS SHALL BE 1. ALL SECTIONS SHALL BE DESIGNED FOR PAVED AREA LANDSCAPED AREA
DESIGNED FOR HS-20 LOADING. 24"DIA HS-20 LOADING.
SEE APPLICABLE
V(MIN.) ACCESS'[--
ALTERN ECCENTRIC N 2. PROVIDE"V"KNOCKOUTS FOR 2. COPOLYMER MANHOLE STEPS SHALL BE PAVEMENT SECTIONS COMMON FILL/
INSTALLED AT 12"O.C.FOR THE FULL COMPACTED GRAVEL BASE ORDINARY BORROW
24"SQUARE PIPES WITH 2"MAX.CLEARANCE DEPTH OF THE STRUCTURE.
OPENING(TYP.) TO OUTSIDE OF PIPE.MORTAR ALL
" 48"DIA.(MIN.) SAWCUT DEPTH AND SURFACE
12
PIPE CONNECTIONS. I I VARIES- TREATMENT VARIES
_4J_ 3. PROVIDE"V"KNOCKOUTS FOR PIPES
3. JOINT SEALANT BETWEEN ALTERNATE TOP SLAB WITH 2"MAX.CLEARANCE TO OUTSIDE
X_
OF PIPE.MORTAR ALL PIPE
1 48"DIA.(MIN.) PRECAST SECTIONS SHALL BE
8 8 "0�
PREFORMED BUTYL RUBBER. 24"DIA CONNECTIONS. 0 >w
(MIN.) ALTERNATE TOP SLAB FINISH WARNING TAPE
GRADE ACCESS_ 4. JOINT SEALANT BETWEEN PRECAST 0
4. CATCH BASIN OR MANHOLE 8" 8" SECTIONS SHALL BE PREFORMED 00b
8" 24" 8 FRAMES SHALL BE SET IN FULL
FINISH GRADE BUTYL RUBBER. (S E b 0
MORTAR BED.ADJUST TO GRADE SEE NOTE 5
NOTE 3) Lu
SEE NOTE 4
WITH CLAY BRICK AND MORTAR(2 5. DRAINAGE MANHOLE FRAME AND
BRICK COURSES TYPICALLY,5
BRICK COURSES MAXIMUM). COVER SHALL BE SET IN FULL MORTAR
BED.ADJUST TO GRADE WITH CLAY
CONCENTRIC "a'.. 0-
CONCENTRIC
CONE SECTION BRICK AND MORTAR(2 BRICK COURSES b LU _0 00 LU
TYPICALLY,5 BRICK COURSES C)
CONE SECTION SEE ALTERNATIVE
AT MAXIMUM). '.'9 7,7TEP,(SEE ALTERNATIVE TOP SLAB STEPS (L 0 HAND TAMPED
TOP SLAB) SEE NOTE 3 SEE NOTE 2 2 LU
0 m LU
SEE NOTE 4 8 a- HAUNCHING
Y -1c
48"DIA.(MIN.) OUTLET DIA.
SHELF TO BE
F VARIES RISER CONCRETE FORMED
HOOD DIA. ATASLOPEOFV COMPACTED
SECTION(S) 48 1
RISER SECTION(S) AS REQUIRED PER FOOT. BEDDING
AS REQUIRED DIA. OUTLET 6"(MIN.) 12"
—VARIES
(MIN.) COMPACTED F-
llL "V"KNOCKOUTS W/ SUBGRADE z
MORTAR CONNECTION MONOLITHIC DIA. Lij
SEE NOTE 2 BASE SECTION VARIES NOTES:
COMPACTED STONE M201.1 12"
MONOLITHIC 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH
BASE SECTION COMPACTED (TYP.) SEE NOTE 3 12" DETENTION BASIN BERMS OR OTHER SUCH SPECIAL
12" F(TYP.) 0
SUBGRADE SECTIONS,PLACE TRENCH BACKFILL WITH MATERIALS <
(TYP-) _j
12" SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 0
LJJ u) U)
• (TYP.)
<
CEMENT CONCRETE INVERT 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. Lij
LL, < 0
_j
COMPACTED GRAVEL
3. FOR HDPE PIPE,DIMENSION IS 24 INCHES. -N
ju LL_j 0
COMPACTED SUBGRADE _j z< LU< ly x<
0(nn �s I.-, fn 0 U) 0
CATCH BASIN(CB)WITH HOOD DRAINAGE MANHOLE(DMH) DRAINAGE TRENCH <
�1 NOT TOSCALE 2 NOT TO SCALE 3 NOT TO SCALE < LLI LU Z:E
0 0 -
LLI O� F--<
z �t D� -j U)
Ly <5 0
LL] �2>0 < o-
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z 0
<
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F-- _j
LU
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<
12"FES LU
FES STONE z
NO. X Y DIA.(Dw) CAPECOD BERM EXISTING z
1 10' 14' 6" SURFACE <
2 7' 12' 6" RIPRAP FOR OUTLET _j
3 9' 14' 6" PROTECTION 3'MIN 2'(MIN.)
x FLUSH CURB A-
4 4
PIPE 12" O FLOW 0 0 c 0
0 0 0
DIA. f z
A D A
APPROX.LIMITS
t p OF ENERGY
DISSIPATION
BOWL 4"-8" STONE BERM LEVEL
SPREADER LIP........... STONE 0 z
SAFETY BAR(S)DRILL AND 1-
0
MORTAR HORIZONTALLY N0.6 MIN 11 LEVEL SPREADER J I zi ii
z
REBAR EQUALLY SPACED 1 0 m
CHANNEL
18"-1 BAR 0
24"-1 BAR PLAN CROSS SECTION-LENGTH > cy 0
as 0
30"-2 BARS A PROP.BIT N. >
36"-2 BARS PE APRON EDGE TO of L PRECAST OR PAVEMENT 48"-3 BARS FLARED END SECTION BE SET LEVEL
> 0< m
NOTE: WITH FLARED 0 0
SAFETY BARS TO SLOPE 1:1 MAXIMUM END INVERT
BE OMITTED RIPRAP FOR OUTLET 12"FES 0
ELEVATION(TYP.) PROP.BIT CON. PROTECTION z
WHERE INDICATED PAVEMENT
ON PLANS. STONE BERM LEVEL 6"LOAM&SEED . . . .
4' 4' SPREADER LIP C;
STONE FORS 4 z
PIPE ENDS I
12" TOPSOIL
12"
FLUSH CURB
ENERGY DISSIPATION BOWL COMPACTED SUB GRADE 12' FILTER FABRIC
FILTER FABRIC SECTION A-A BOTTOM OF POND 4"-8"STONE
COMPACTED SUBGRADE (MARAFI NON-WOVEN
OR EQUAL) CROSS SECTION-WIDTH
CRUSHED STONE
SECTION A-A NOTE:
BEDDING(2"STONE SIZE)
1. LEVEL SPREADER TO BE INSTALLED AT FES 4
FLARED END SECTION(FES)WITH STONE PROTECTION DRAIN SCUPPER DETAIL LEVEL SPREADER PROJECT 24-390
4 NOT TO SCALE 5 NOT TO SCALE 5 NOT TO SCALE
DATE AUGUST 25,2025
DRAWING SCALE
DRAWN BY DJO
APPROVED BY BCO
CS6022
SHEET 10 OF 15
WATER ELEVATION
2 YEAR-94.55'
10 YEAR-95.26'
12"DIA HORIZONTAL OUTLET FINIS
25 YEAR-95.84' H
W/TRASH GRATE
100 YEAR-96.29'
GRADE
OCS1 6'MIN. 96.1
2"VERT ORIFICE=94.60 8'MIN ON DOWNSLOPE _
12"HORZ ORIFICE=95.50' TOP OF BERM=97.00 a O 4
_
12"INV OUT-92.27' DMH5
, O zz
_--- WIER ELEV.=96.5 INV 92.12 Z Df_ Ranger Engineering Group,Inc.
❑H
TOPSOIL AND SEED U?L j 130 Me".Street,Suite 202
-- 4LE
F BERM BERM AND SLOPES `� U J U
1 u` 8„ W U Salem NH,03079
ii�
-- =95.0 3 /�i.. 3 (MIN.) Tel 978-208-1762
i
r_•,
2"ORIFICE=94.60 48"DIA. rangeret�g'ctt
-� 3k (MIN.)14"x18"GRANITE CURB L L)
r/ - J W
ow
` - z0 N 12"HDPE
1 15 LF OF 12"HDPE OUTLET PIPE -a m INV=92.27'
FES 1 T
12"INV OUT=94.00 OVERFLOW INV 92.27 a '
SPILLWAY z
BOTTOM FOREBAY �:o � O•"
ELEV=93.75 v T6'LOAM AND SEED
.
ESHGW=91.75 @ TP10 COMPACTED GRAVEL 12 -
BOTTOM OF DETENTION POND COMPACTED SUBGRADE- - (NP')
ELEV.94.00 7.
OUTLET CONTROL STRUCTURE(OCS 1) `
CROSS SECTION DETENTION POND 1 OPEN BASIN
NOT TO SCALE
8"HORIZONTAL OUTLET
W/TRASH GRATE FINISH
GRADE
104.8
OCS 2 TOP OF BERM
2"VERT ORIFICE=104.70 =106.00 U¢z
DRIVEWAY 8"HORZ ORIFICE=104.80 EF o O
CURB 12"INV OUT=102.00 w❑v
SCUPPER 6' U,W
ELEV=106.00 Lu v m z
TOP OF BERM WIER ELEV=105.5 (MIN.) w
ELEV=105 TOPSOIL AND SEED
48"DIA. CC
BERM AND SLOPES 3 (MIN.) U z G
1 2"ORIFICE=104.70 O a
+ 3 =1-
J Lu O ❑
1 FES 2 O cO w <cn (/�
z W O INV 94.00 0 Q 12'HDPE W
3 > >H J
4"x18"GRANITE CURB w W U Q U
1 RIP RAP m INV=102.00'
Lu
77 LF OF 12"HDPE OUTLET PROTECTION T
U= O J
E OUTLET PIPE ° * < J ❑
OVERFLOW "O.v Oo °o 000,. u~i to w W Oz
SPILLWAY 6"LOAM AND SEED ° _ w O
BOTTOM OF DETENTION POND WATER ELEVATION Q .. - w p Q
BOTTOM FOREBAY 2 YEAR-104.58' - I J U U
ELEV=104.5 ELEV.104.50 COMPACTED GRAVEL 12 z °W 0 Q m
10 YEAR-104.92' :511COMPACTED SUBGRADE (TYP.) w O w
25 YEAR-104.92' co❑ Q �m �J
100 YEAR-105.04' �_ E_z z w U m
ESHGW=101.5 @ TP8 OUTLET CONTROL STRUCTURE(OCS 2) (/) = Q
CROSS SECTION DETENTION POND 2 OPEN BASIN m a
2 NOT TO SCALE W O°
a z 0
OCS 3 WATER ELEVATION 0
3"VERTICAL ORIFICE=95.40 2 YEAR-94.69' 12"DIA HORIZONTAL OUTLET FINISH w
12"HORIZONTAL ORIFICE=96.25 4' DMH 5 10 YEAR-95.91" W/TRASH GRATE GRADE z
12"INV OUT=88.00 RIM=89.11 25 YEAR-96.36'
BOTTOM FOREBAY TOP OF BERM=98.00 INV IN=85.86 96.25 z
100 YEAR-96.79'
ELEV=95.0 WIER ELEV.=97.50 INV OUT=85.76
TOP OF BERM - J J
ELEV=96.0 TOPSOIL AND SEED 3 ' U z0 a
BERM AND SLOPES 1 3 z o~
W z U
1 U J W
U
W U
3 6"LOAM AND SEED ' FES 4 (MIN.)
1 INV 85.61 48"DIA. o 0 0 0 �
3"ORIFICE=95.40 (MIN.) U m m m m
RIP RAP -
�f -- - - - ------ 89 LF �v
.��. OF 12"HppE OUTLET PIPE OUTLET PROTECTION
< I I J W
4"x18"GRANITE dd Oz co
w
OVERFLOW CURB O U 12"HDPE
INV FES 96.0 SPILLWAY d >+. m INV=88.00' i
b ° T °• o Y F
O
o w
ESHGW=92.00 @ TP6 a a b p.°o O O W w CyC) cn
BOTTOM OF DETENTION POND w w
ELEV.94.00 COMPACTED GRAVEL 12 w
COMPACTED SUBGRADE (TYP.) > of o
0
3 CROSS SECTION DETENTION POND 3 OUTLET CONTROL STRUCTURE(OCS 3)
NOT TO SCALE z
z
W
F
0
CONTINUE CHANNEL SHAPE 5'
TO BOTTOM OF SLOPE 6' DIKE BEYOND 6"LOAM&SEED
4"WIDE GRANITE CURB FLOW
_ STONE FOR
BASIN SIDE
W PIPE ENDS0 IN��
.-
IB
PROJECT 24-390
FILTER FABRICmmv
4"X 18"GRANITE CURB J Y�COMPACTED LOW DATE AUGUST 25,2025
A COMPACTER LOW FILTER FABRIC
PERMEABILITY CORE SECTION B-B DRAWING SCALE
PLAN VIEW SECTION A-A PERMEABILITY CORE
DRAWN BY DJO
4"X 18"GRANITE CURB
APPROVED BY BCO
SPILLWAY VEE/TRAP WEIR DETAIL CS6023
4 NOT TO SCALE
SHEET 11 OF 15
WF>c
��529°�p3 LEGEND
a F a��\ \ \
�Q / EASENIEN S 26°2p 41"E�p813 tiF° v� f��
� ry �_e
� �q ro \ EROSION CONTROL EC EC
so. �0 /2,: \� LIMIT OF DISTURBANCE o0
A'OOi /x
Ranger Engineering Group,Inc.
OBLij _ 3 E 19 /I/ )WF9c / \4 1 130 Man Street,Suile 202
40Z- 322°5 \ E s'r t�'_ / / �r Salem NH.OW79
700, ,' j cr LL is Tel.978-208-17662
BG \ EROSION CONTROL I
WF248
Fes--- FENCE(TYP.) I I I - El PERIMETER EROSION CONTROL SHALL CONSIST OF SILT FENCE rangereng van
WITH COMPOST SEDIMENT SOCK AND SHALL BE INSTALLED PRIOR
51�1 13R
I I TO TREE CLEARING.ONCE TREES ARE CLEARED INSTALL MULCH
BERMS IN FRONT OF EROSION CONTROL IN STEEP SLOPE AREAS.
WF 13c '�O pa N/F _
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Z0 WF 14c ro MAP 104.E LOT 19 -
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INLET
PROTECTION
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ADA44S FAMILY
REAL TY TRUST
MAP 104.BLO-138 _ 4__- N 12°4308"W 450.00' z = z
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WF 70rd., I O� C' T PROJECT
\O 4_ LWF24A� 1 �� L C I m DATE AUGUST25,2025
/ Z1j 24y �WF26A �� \WF 17A WF 11A DO = DRAWING SCALE
L=52.28',R-380.00'J ?p, 3j _ w,F 12A V I m Iv
d=007°53 00" _0 =-- WF 181 `,` __ I
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INLET
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\\ _ _
ENTRANCE A \L 20.46 R=380.00�Y� /
d 003°05'06� MONseDH \ _ _ ✓ - � 4
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