HomeMy WebLinkAboutPreviously Approved COA 61 Railroad AvenueOKH APPROVED 7/13/2022
BENCHMARK
SURVEY PIKE POINT #3
ELEVATION = 44.33' NAVD88
S 73° 05' 33" E
124.20'S 20° 10' 53" W205.08'N 67° 56' 49" W
267.91'
S 81° 09' 23" E
13.98'
S 72° 17' 03" E
8.24'N 22° 07' 07" E118.32'PARCEL
278/011
PARCEL
278/008
PARCEL
278/017P I N E L A N E(VARIABLE WIDTH - PUBLIC)R A I L R O A D (UNDEFINED - PUBLIC) A V E N U EIP
IP
S SMH
R=37.44
43.7
42.3
43.943.4
IP
IP
WATER
SHUTOFF
29.3
37.3
35.4
35.0
35.0
33.9
33.633.6
34.3
35.1
S
CLEANOUT
40.240.0
40.3
39.7
40.2
40.6
22"
22"
40.040.7
40.8
REBAR
CBASIN
R=32.15
D DMH
R=32.15
G
G
G
G G G
G
STONE
STEPS
PLANTS
STONE RETAINING
STONE
STEPS
BULKHEAD
STONE PILLAR
S 74° 28' 03" E
95.14'
STONE PILLAR
36
40
383634323230343638
40
46
48
44 4442
40
38
42464440
40 36EDGE OF LAWNP L A N T SSTONE WALLSTONE WALL
BLOCK WALL /
STONE FACADE
L A W N
L A W N
L A W N
EDGE OF LAWN
P L A N T SPOST & RAIL FENCEEDGE OF PAVEMENTSHELLDRIVEWAYCOBBLE APRONL A W NSHELL DRI
V
E
W
A
Y
STONE WALL STONE WALL
STONE WALLEDGE OF CLE
A
R
I
N
G
DECK
P L A N T S
P L A N T S
COVERED
PORCH STONE WALLP L A N T S
PARCEL 278/012
34,523 S.F.
A.C. UNIT
A.C. UNIT
#61
RAILROAD AVE
DWELLING
FIN. FL. EL. = 41.4'8.3'11.2'45.1'38.2
'
46.0'28.0'46.0'28.0'PROPOSED
GUEST HOUSE
WITH 2 CAR GARAGE
42.1
42.8
42.4
43.317.6'18.9'EXISTING SHELL DRIVEWAY TO
BE RE-ALIGNED AND RE-GRADED
EXISTING SHELL DRIVEWAY TO BE
REMOVED, AREA TO BE RE-GRADED,
LOAMED AND SEEDED
43.5
45.2
45.2
CONTRACTOR SHALL LOCATE EXISTING
GAS LINE AND COORDINATE RELOCATION
OF GAS LINE WITH THE UTILITY COMPANY
43.5
D
PROPOSED DRY WELL
(TYPICAL OF 2)
D
SSSSSSSSSSSSSSSAPPROXIMATE LOCATION OF
EXISTING GRAVITY SEWER LINE
S S S S
PROPOSED 54 L.F. 4" PVC
S=0.02 SEWER PIPE
CONTRACTOR SHALL COORDINATE THE
SEWER & WATER CONNECTION WITH THE
CORRESPONDING LOCAL DEPARTMENTS
INV. = 43.0'
34.6'
44
4444
W W W W W WN 27° 09' 41" E58.85'WATER SERVICE
43.1
S 76° 07' 33" E
15.95'
PORTION OF EXISTING RETAINING WALL TO BE
MODIFIED & RECONSTRUCTED SUCH THAT IT IS
COMPLETELY LOCATED WITHIN THE PROPERTY.
62'
NOT TO SCALELOCUS MAP
N
NAD 83
LOCUS
PREPARED FOR:
PREPARED BY:
DRAWING TITLE:
PROJECT:
ASSESSORS INFORMATION:
SUMMERFIELD PARK
800 FALMOUTH ROAD SUITE 301C
MASHPEE, MA 02649
508.477.7272 PHONE
508.477.9072 FAX www.CapeEng.com
SHEET NO.: OF DATE:
DRAWN BY:CHECKED BY:
1 1
BARNSTABLE, MASSACHUSETTS
BARNSTABLE, MA 02630
61 RAILROAD AVENUE
MARYORI CARMONA
CARLOS CAJINA
JVB MC
SEPTEMBER 9, 2021
PROPOSED GARAGE AND GUEST HOUSE
MAP 278 PARCEL 12
DESCRIPTIONDATE CHKBY
5/19/22 ADD NOTE FOR WALL TO BE RECONSTRUCTED WITHIN
PROPERTY RLR RLR
NOTICE
THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE &
ISLANDS ENGINEERING, INC.
UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR
PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS
PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC.
COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED
61 RAILROAD AVENUE
SITE PLAN
GENERAL NOTES
LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY
AND ELEVATIONS BASED ON THE NAVD 1988 DATUM. COORDINATE
SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, DATUM: NAD
83, UNITS: U.S. SURVEY FEET.
DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN
HEREON ARE TO CORNER BOARDS OR SIDING EXTENTS AND ARE
DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE TENTH
(0.1') OF A FOOT.
THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED
ON AN ASSUMED 1" LOWER THAN THE SURVEYED THRESHOLD
ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT
PERFORMED.
ZONING DISTRICT: RF-2
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION
OF MINIMAL HAZARD X BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001C0558J,
WITH A MAP EFFECTIVE DATE OF JULY 16, 2014.
THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD
PROTECTION AREA.
THIS DWELLING IS CONNECTED TO THE MUNICIPAL SEWER SYSTEM.
THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND
ENDANGERED SPECIES AREA.
WIND EXPOSURE CATEGORY: ZONE B
DEED REFERENCE: BOOK 33209 PAGE 130
PLAN REFERENCE: BOOK 130 PAGE 23
OWNER: CARLOS CAJINA
MARYORI CARMONA
61 RAILROAD AVENUE
BARNSTABLE, MA 02630
RAILROAD_61_CAJINA_SP
0
SCALE:
10 20 40
1" = 20'
OHW
HYDRANT
WATER SHUTOFF
CATCH BASIN SQUARE
UTILITY POLE
GUY POLE
GUY WIRE
LIGHT POLE
SIGN
CONIFEROUS TREE
DECIDUOUS TREE
TREE LINE
OVERHEAD WIRES
STONE WALL
POST & RAIL FENCE
STOCKADE FENCE
x x x PICKET ROW
xx xx CHAIN LINK FENCE
LEGEND
IRON PIPE FOUND
CONCRETE BOUND
IP
CB
TREE STUMP
STONE BOUNDSB
RC ROD CAP
SHRUB
CONIFEROUS SHRUB
AREA OF STRUCTURE INCLUDED IN
EXISTING LOT COVERAGE
RNDS PRO FLOW-WELL
PLAN VIEW 2'6'2'4" PVC INLET
3/4"-1-1/2" DOUBLE
WASHED STONE
ROOF LEADER
OVERFLOW PIPE
FINISH GRADE, VARIES
SPLASH PLATE
8" MIN. LOAM COVER
PIPE, S= 1.0%
4" HDPE DRAIN
2'2' INLET
SECTION VIEW
DRY WELL DETAIL
-NOT TO SCALE-
DRY WELL NOTES
A SYSTEM OF GUTTERS, DOWNSPOUTS AND DRY
WELLS SHALL BE USED TO RECHARGE STORM WATER
RUNOFF. IT IS RECOMMENDED FOR PICTURES OF
DRY WELL TO BE TAKEN DURING INSTALLATION AND
KEPT AS RECORD OF INSTALLATION.
6" MINIMUM
BEDDING STONE