HomeMy WebLinkAbout797 Route 28 - Site Plan 3N
52
om FILM
SCALE; 1 " = 100'
\Y
0.50
O.D4 r r \
20. 8
0.44
GS° 20.33
20.24 ROj/ �EXISTING\\ �\
j OSE / GRAVEL \ 1 .''s
i.79 PARKING \ \ -A
+ .94// (p \ \
\ / 69
�(¢ + 9(85 00 (20.01 \\ \ 1 -
1 \ 3 \ 2011
\\ 4 \
�O 20.00
3 19.58
t
\ \\ 20.09 \\ .73 \
7
\ \
EXISTING 19.55
GARAGE \\ \
\ 9 56 \ _.bb
\
\ 1, REMO \ 19.47 SHED Q.58 \ PUMP
EXISTING ,
SEPTIC
SYSTEM
\� \G
\01- 1- \ P 19.75
\ 65
\ \ \ \
\\
-I-
N\\20.03 \ \�O
�
+20.0; \
1p
\ \ +19 uz/
.7.87 \St SCA \R�/
R
+18120
+19,c
0
+19.4: M\ \ / ePG ---.. �(`\•
LOT AREA 1Q4�
FGFN 21,5611 IQ 79
\ 0.49± ACRCR� �
61 %/
10.52
9.79
BENCH MARK - NAIL SET IN
PAVEMENT. EL. = 20.1 (ASSMD)
(APPROX 8.3' ABOVE NGV029) 20.23
.09
Aa EXISTING
f� B C T
5
DATE: 4/24/02 1 PM
-
LOCATION: TP -1 EXCAVATOR: REID ELLIS
Mim
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
B.O.H. AGENT: AMY VON HONE R.S.
I
ASSESSORS MAP 33 PARCEL 75
OF LOCATIiONSAY
EQUIPMENT N7THE)CONSTRUCTION AREA VERIFICATION
ENGINEER: RICK JUDD R.S.
2.
ADDRESS: #797 ROUTE 28, SO, YARMOUTH, MA
V
ELEV. DEPTH
6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
ANCE. ERRORS OR OMMISSIONS DO NOT]EVE
APPLICANT FROM THE RESPONSIBILITY OF'il SBUIT'
AND\OR THE MASSACHUSETTS
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
�
19.92 0.0
ALL SEPTIC WORK, AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
TITLE REFERENCE: DB 9515 PG 191
AND YARMOUTH HEALTH REGULATIONS.
FILL
3.
OWNER : ELIZABETH CLEMENTS
FROM BOARD OF HEALTH.
PT. RD (1.37' PROVIDED)
4.
A/E L.S. 7"
9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI
APPLICANT: MARIE CARON
TO BE AASHTO-H10 UNLESS NOTED,
10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR
10YR 1 12"
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
EMA FLOOD ZONE: B (Al2 EL. 10 TO SOUTH OF LOT)
BE USED FOR PROPERTY LINE STAKING.
1892
REVISED: ,6/2/102
8- LOAMY MED. SAND
ROUNDWATER OVERLAY PROTECTION: N/A
16.92 IOYR 5/6 36"
�)
Cl LOAMY MED. SAND
2.5Y 5/4
TITLE 5 FLOW: MIXED USE NO GARBAGE DISPOSAL ALLOWED
15.92 PERC 2 MIN.JIN 48
BOTT, AT 46
APARTMENT (1) BEDROOM (110 GPD/BEDROOM) 110 GPD DESIGN FLOW
841 SF OFFICE (75 GPD/1000 SF) = 63 GPD
y CURU �0. ' C2- MED. SAND 1 SERVICE BAY (125 GPD/BAY) - 125 GPD
TO REMAIN 2.5Y 6/4 ADJ. GROUNDWATER EL. 12.68 298 GPD
_ USE 330 GPD DESIGN FLOW
N2 10.5 z\ a� GROUNDWATER EL.10.58 (112") SEPTIC TANK: 330 GPD (200%) - 660 GALLON REO. (1500 GAL. MIN.)
r �N USE 1500 GALLON H-20 SEPTIC TANK
1 'y 8.92 USE Cl LAYER CLASS 1 SOILS FOR LEACHING <5 MPI = 0.74 GPM/SF LIAR
1 20 0 13 j / BOTTOM 132 LEACHING: 330 GPD/0.74 GPD/SF =446 SF LEACHING AREA REQUIRED.
r USE (1) 74' X 4' WIDE -X TEFF. DEPTH LEACHING TRENCH
USGS HIGH GROUNDWATER EST.
INDICATOR WELL: MIW29 BOTTOM CAPACITY = 74' X 4' = 296 SF X 0.74 = 219 GPD
2(74.0
SIDEWALL = '+4.0' X 0'= 156 SF X 0.74 = 115 GPD
7 .: r \ s. O sg ZONE: ZONE A ) 1
DATE: 4/02 452 SF 334 CPD 7330 O.K.
ADI. FACTOR: 2.1
t° .33 iJ //.,,. \ a -;.. SEPTIC SYSTEMI DESIGN DATA
\ `
20.24 FRO/- 3\P� / EXISTING \ -;vi TEST HOLE LOG _ ---
�\ / aE r :. GRAVEL a ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES
PARKING
\._ SCVARE UP EXISTING SPACE
y FOR 16' WIDE VAN ACCESSIBLE
C4�"\ 1 HANDICAPPED SPACE 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED
�( / 20.01 yT°r �o PROVIDE HCP SIGNAGE TO CODE. /J/ EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.)
9{86 _N O +" HCP SURFACE TO BE COMPACTED TO A - »
HARD DURABLE SURACE WITH DENSE SLABCH40-
\ + Fcy`\ 2a 1GRADED CRUSHED STONE ELEV. 21.1 CONCRETE COVER TO WITHIN PVC VENT
--v } H-20 CONIC, COVERS TO 6" OF GRADE 2" PEASTONE & UP SIDE OF
\may 20.jQ I: .per 938 SOP---FOU"..�^.�c4 2-1. FILTER FABRIC oonDIDNEG
BLOCK UP D -BOX, 24"LD. RISER OVER STONE
INSECT SCRI
TO 6" OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT
EXI\
BUNING.. - : �'� tPRECAST H-10 MANHOLE COVER 24" DIA: H-20
TING ?.009 , .7'3FL 1:5 6 .. 2'0 IF�ER REQ_ -- _ MOR7AfL C�MPO� EN (TYP7
19. \ T•0. t D. I 446 SF
El. 20.93 ( SEPTIC - I ..,.-... .: �:� �no N Cl" MIN COVER 19.55 4'0 PRECAST DONUT 2" OVER TRE
PROPOSED /s0 ,L ti 'j \.' \ 1. DKIVL
100 GAL
H5 20 SEPTIC TANKN \ m� t 9.75
o P , \ .:\
LJ 6� 9.92
O 5
5' UNSUITABLE \ 1 \ I.R•1, \ f \
-SOIL
REMOVAL
LIMIT-
„ PROPOSED � � ""��-
�` �rr. BUILDING F&G
SLAB EL. EL. 21.1 : . \ +1- _1.19.4
p la 1
w 1 \ ; n TOP FOUND. 21.6 ,.r \�',
PROPOSED i:.'li- 3600 SF.
SOIL ABSORBTION
SYSTEM: 4' X 74'
X 1.0' EFF. DEPTH
LEACHING TRENCH ® )
WITH VENT. S s J
INSPECTION\/� ,Ib N��O
PORT 2 \ / !g\1 05i�%-•b, , ti0
PROPOSED �ro� / / F&G-
GRAVEL PARKING
AREA ',I� R T REA
RUN VENT UP SIDE ' 21,561.F ..79
OF BUILDING 0.49.,E A R.
99- EXISTING CONTO
+9`792 EXIST. SPOT ELEV.
---- PROPOSED CONTOUR 7
198.41 PROPOSED SPOT EL.
TH1
TEST HOLE® _ OIN
2% SLOPE OF GROUND +USTING ` PLAN
--' PARKING CALCULATIONS:
UTILITY POLE 20 0 20 40 60 Feet APARTMENT: 1 DWELLING UNIT - 2.0 SPACES
___ --- ---=- - - - OFFICE: 841 SF (1/200) = 4.2 SPACES
FIRE HYDRANT MERCANTILE H4 210 SF 1/210)=1.0 SPACES
SCALE: i" 20' BUSINESS H5 3390 SF�1/600 -5.65 SPACES
P101 E: NOT ALI_ SYME101.S MAY APPEAR IN DRAWING
TOTAL: 12.85 SPACES R
NOTES. IN SPACES PROVIDED
INCLUDING 8 IN GARAGE BAYS
1 VAN ACCESSIBLE HCP SPACE PROVIDI
1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
Mim
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
solL MIX I
down
(1-888-344-7233)AND ANY OTHER TIUTIES WHICH HAVE CABLE. P IPE OR
j TOWN OF YARMOU1 H
OF LOCATIiONSAY
EQUIPMENT N7THE)CONSTRUCTION AREA VERIFICATION
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
V
PROJECT WORK SHALL CONFORM TO THE TOWN OF,XARMOUTH SUBDIVISION REGS.
DEPARTMENT OF PUBLIC WORKS STANDARD
6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
ANCE. ERRORS OR OMMISSIONS DO NOT]EVE
APPLICANT FROM THE RESPONSIBILITY OF'il SBUIT'
AND\OR THE MASSACHUSETTS
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
7, ALL SEPTIC PIPING 4'0 SCH-40 PVC AT 1% MIN. UNLESS NOTED.
ALL SEPTIC WORK, AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
S. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
AND YARMOUTH HEALTH REGULATIONS.
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
3.
VERTICAL DATUM IS ASSUMED, MUNICIPAL WATER IS AVAILABLE.
FROM BOARD OF HEALTH.
PT. RD (1.37' PROVIDED)
4.
DESIGN LOADING FOR ALL PRECAST UNITS
9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI
TO BE AASHTO-H10 UNLESS NOTED,
10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR
5.
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
REFERENCE ONLY.
BE USED FOR PROPERTY LINE STAKING.
REVISED: ,6/2/102
20.24 FRO/- 3\P� / EXISTING \ -;vi TEST HOLE LOG _ ---
�\ / aE r :. GRAVEL a ASSESSORS MAP 33 PARCEL 75, 0.49 ACRES
PARKING
\._ SCVARE UP EXISTING SPACE
y FOR 16' WIDE VAN ACCESSIBLE
C4�"\ 1 HANDICAPPED SPACE 6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED
�( / 20.01 yT°r �o PROVIDE HCP SIGNAGE TO CODE. /J/ EROSION CONTROL NETTING ON ALL SLOPES >10% (TYP.)
9{86 _N O +" HCP SURFACE TO BE COMPACTED TO A - »
HARD DURABLE SURACE WITH DENSE SLABCH40-
\ + Fcy`\ 2a 1GRADED CRUSHED STONE ELEV. 21.1 CONCRETE COVER TO WITHIN PVC VENT
--v } H-20 CONIC, COVERS TO 6" OF GRADE 2" PEASTONE & UP SIDE OF
\may 20.jQ I: .per 938 SOP---FOU"..�^.�c4 2-1. FILTER FABRIC oonDIDNEG
BLOCK UP D -BOX, 24"LD. RISER OVER STONE
INSECT SCRI
TO 6" OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT
EXI\
BUNING.. - : �'� tPRECAST H-10 MANHOLE COVER 24" DIA: H-20
TING ?.009 , .7'3FL 1:5 6 .. 2'0 IF�ER REQ_ -- _ MOR7AfL C�MPO� EN (TYP7
19. \ T•0. t D. I 446 SF
El. 20.93 ( SEPTIC - I ..,.-... .: �:� �no N Cl" MIN COVER 19.55 4'0 PRECAST DONUT 2" OVER TRE
PROPOSED /s0 ,L ti 'j \.' \ 1. DKIVL
100 GAL
H5 20 SEPTIC TANKN \ m� t 9.75
o P , \ .:\
LJ 6� 9.92
O 5
5' UNSUITABLE \ 1 \ I.R•1, \ f \
-SOIL
REMOVAL
LIMIT-
„ PROPOSED � � ""��-
�` �rr. BUILDING F&G
SLAB EL. EL. 21.1 : . \ +1- _1.19.4
p la 1
w 1 \ ; n TOP FOUND. 21.6 ,.r \�',
PROPOSED i:.'li- 3600 SF.
SOIL ABSORBTION
SYSTEM: 4' X 74'
X 1.0' EFF. DEPTH
LEACHING TRENCH ® )
WITH VENT. S s J
INSPECTION\/� ,Ib N��O
PORT 2 \ / !g\1 05i�%-•b, , ti0
PROPOSED �ro� / / F&G-
GRAVEL PARKING
AREA ',I� R T REA
RUN VENT UP SIDE ' 21,561.F ..79
OF BUILDING 0.49.,E A R.
99- EXISTING CONTO
+9`792 EXIST. SPOT ELEV.
---- PROPOSED CONTOUR 7
198.41 PROPOSED SPOT EL.
TH1
TEST HOLE® _ OIN
2% SLOPE OF GROUND +USTING ` PLAN
--' PARKING CALCULATIONS:
UTILITY POLE 20 0 20 40 60 Feet APARTMENT: 1 DWELLING UNIT - 2.0 SPACES
___ --- ---=- - - - OFFICE: 841 SF (1/200) = 4.2 SPACES
FIRE HYDRANT MERCANTILE H4 210 SF 1/210)=1.0 SPACES
SCALE: i" 20' BUSINESS H5 3390 SF�1/600 -5.65 SPACES
P101 E: NOT ALI_ SYME101.S MAY APPEAR IN DRAWING
TOTAL: 12.85 SPACES R
NOTES. IN SPACES PROVIDED
INCLUDING 8 IN GARAGE BAYS
1 VAN ACCESSIBLE HCP SPACE PROVIDI
1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
m
4-5' HIGH DENSLY PLANTED
EVERGREEN HEDGE ),!.ONG FENCE
G� p�
DATE
4" THICK 4000 P IONC_WjWWF
18"0 OBSERVATION HOLE IN CTR.
19.65
19.50 10" 14" -
1500 GAL H-20 IFF
SEPTIC TANK! 1 ,25
0"0•'0"0"0"'0"6"
15 AT 1% 000/olao 19.05
4"0SCH40 PVC 4 DQ. LEVEL GAS BAFFLE :.; 3' AT 1% 101 0 0 -0-10110 .
ACME OR EQUAL 40 PVC 19.05 17.68 19.18 INVERT 8.68
17.68
- - 19,221 PIPE LEVEL 1ST 2'
A: -
_____ cH-20 D-ROX ON 12" COMPACTED CRAVFI
��-&-M ACME. DB5 N- 0 OR EQUAL
EGH
COMPACTION (TYP-) ?I,
6 MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONCr X 1.0' MINKEFF. DEPTH
SEPTIC PEt0FILE -
ZONING DISTRICT: B-2, NOT IN APD NOT TO SCALE
MIN. LOT AREA: 20,000 SF (21,561 SF PROVIDED) 2"DOLL IE WASHED PEASTONE
MIN LOT FRONTAGE: 125' (100.77' PROVIDED) OVER TOP OF PIPE WITH -
MIN FRONT YARD: 30 (109' PROVIDED) MIRAFI 140N FILTER FABRIC OVER PEASTONE 12.68 ADJUSTED GROU�WATER ELEV.
SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.)
REAR YARD SETBACK: 20' (20.9' PROVIDED TITLE 5o PVC AT 0.5%
TITLE 5 ORIFICES
MAX, BUILDING COVERAGE: 259 - (4,441 SF = 20.67 PROPOSED) VENT WITH SOLID SCH40
MAX. BUILDING & PAVEMENT COVERAGE: 70% (11,596 SF - 53.8% PROPOSED)
MAX. BUILDING HEIGHT: 35' (20'1 PROPOSED)
�a .l <W 4
EXISTING USE: RESIDENTIAL APARTMENT, RETAIL > o°%°°<�q°°° °o°o°
PROPOSED USE RESIDENTIAL APARTMENTAUTO TOWING OPERATION (H4 & L5).
1N1^UI^ES M!H!!R AIITOMOT`JE REPALR .{,.R., ,STARTE..S,-.,ATT_RIFS FTC.. 4.0'
AND SHORT TERM STORAGE OF MOTOR VEHICLES, THE OFFICE FOR ]HE TOWING ONFNAI,u
WILL OCCUPY THE FIRST FLOOR OF THE FRONT BUILDING. ACCESSORY AUTO SALES PROPOSED. PRIMARY \ 3/4" - 1.5" DOUBLE WASHED STONE LEACHING TRENCH
THE EXISTING APARTMENT IS ON SECOND FLOOR OF FRONT BUILDING AND WILL REMAIN. TRENCH
THE PROPOSED REAR BUILDING WILL CONSIST OF A 30' X 40' HEATED AREA WITH A SINGLE
LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE SEPTIC TRENCH CROSS SECTION
AVAILABLE FOR TRUCK STORAGE AND PARKING. '
EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SF7ALL BE NOT TO SCALE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) -- PROPOSED GRAVEL SECTION: 1
2" PEASTONE OVER
HEAVY DUTY H-20 COVER 8" DENSE GRADED CRUSHED STONE
NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE LABELED "DRAIN" F&C COMPACT IN 2 LIFTS WITH 1p TON VIS. ROLLER
7107 SF OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF DRILL (2) 1"0 HOLES IN COVER 8" H-20 F&G'S EL, LISTED
EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. COMPACT BACKF6 L IN 6" 2'X 2' '..GRATE (TYP.)
(ONLY 2440 Sr OF PREVIOUSLY PERMITTED 4600 SF WAS
CONSTRUCTED) LIFTS (IALL DRAINAGE)
14
MIRAFI 140N FA;RIC OVER H-20
3" MIN. PEASTOIIF PRECAST
RISERS SLOTTED 12"0 HDPE: -N HDPE:-NDRI 0•,, .�I.
AS REQ. ADS N-12 OR EQ. HOLES B ICK ADJUSTING COURSE
T'-- SET LEVEL INV. 16. MORTAR
_�-....< 2-.r••"r'•-r. a: -..t: (TYP.)
PROPOSED 2.0'
4"S H40PVC A 2': IN H-20
FROM ROOF D_ "1!
....-....:... - - ; NS y . LEACHPIT o
C.B. TRAPP
12,WOWP
TREE PHSR_
3"CALPER L -2 OR PROPOSED
......................................_........__._ 60LLNPRECA T
PAPKING/BUFFER TREE020 BASIN
;
LEACHING TRENCH BETWEEN 4' MIN AROUND PIT
STRUCTURES, SEE CROSS SECTION EL. 14,6
SECTIONAL PLATE "
MIRAFI 140. FABRIC OVER
Ca 6'0%5'"SNOREY SOLID 3" PEASTONE OVERLAP 6"
SECTIONTHRID DRAINAGE BASIN H-20 OR EQUAL 12"0 SLOTTED H-20
V"
CORRUGATED
P.EINFORCED NEW 81ACK RUBBER ADS OR EQUAL
UGAT
UGATED HDPE PIPE
HOSE (1/2' ID) - .. .. .75"-1.5" DOUBLE
WASHED STONE
DOUBLE STRAND 12 CA
CALV ANNEALED TWISTED WRE 3 I.'..... .
\I TREE TR NOTRAP ENDS GOWN
3 STAKES EQUALLY SPACED
11 AROUND TREE 2 1/2-x21/2-.10' TRENCH CROSS SECTION
11 Il SPACED V-0" FROM TRUNK, .. ;NTS
\ STAINED DARK BROWN. APPROVED BY HEALT-I DEPT. DATE
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0' BURIED
.N4- 11 l MIN 3' DEEP SAUCER - ''-
3' DEPTH SHREDDED BARK MULCH ^ -
' I
oz
LAM IN Or
RIuL'BURLAPROOTEFOU TO pff 508-362-454: SOU
fox 508 362-9880 '10'710dp'hlTTqM
01V
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
solL MIX I
down
(1-888-344-7233)AND ANY OTHER TIUTIES WHICH HAVE CABLE. P IPE OR
j TOWN OF YARMOU1 H
OF LOCATIiONSAY
EQUIPMENT N7THE)CONSTRUCTION AREA VERIFICATION
2.
ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
V
PROJECT WORK SHALL CONFORM TO THE TOWN OF,XARMOUTH SUBDIVISION REGS.
DEPARTMENT OF PUBLIC WORKS STANDARD
6. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED, M6.03.0 SEED.
ANCE. ERRORS OR OMMISSIONS DO NOT]EVE
APPLICANT FROM THE RESPONSIBILITY OF'il SBUIT'
AND\OR THE MASSACHUSETTS
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
7, ALL SEPTIC PIPING 4'0 SCH-40 PVC AT 1% MIN. UNLESS NOTED.
ALL SEPTIC WORK, AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5.
S. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
AND YARMOUTH HEALTH REGULATIONS.
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
3.
VERTICAL DATUM IS ASSUMED, MUNICIPAL WATER IS AVAILABLE.
FROM BOARD OF HEALTH.
PT. RD (1.37' PROVIDED)
4.
DESIGN LOADING FOR ALL PRECAST UNITS
9. VARIANCE FROM BOH REGULATION: TOP FOUNDATION<2' ABOVE HI
TO BE AASHTO-H10 UNLESS NOTED,
10. ABUTTING BUILDING LOCATIONS FROM TOWN GIS DATA AND ARE APPROXIMATE. SHOWN FOR
5.
THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
REFERENCE ONLY.
BE USED FOR PROPERTY LINE STAKING.
m
4-5' HIGH DENSLY PLANTED
EVERGREEN HEDGE ),!.ONG FENCE
G� p�
DATE
4" THICK 4000 P IONC_WjWWF
18"0 OBSERVATION HOLE IN CTR.
19.65
19.50 10" 14" -
1500 GAL H-20 IFF
SEPTIC TANK! 1 ,25
0"0•'0"0"0"'0"6"
15 AT 1% 000/olao 19.05
4"0SCH40 PVC 4 DQ. LEVEL GAS BAFFLE :.; 3' AT 1% 101 0 0 -0-10110 .
ACME OR EQUAL 40 PVC 19.05 17.68 19.18 INVERT 8.68
17.68
- - 19,221 PIPE LEVEL 1ST 2'
A: -
_____ cH-20 D-ROX ON 12" COMPACTED CRAVFI
��-&-M ACME. DB5 N- 0 OR EQUAL
EGH
COMPACTION (TYP-) ?I,
6 MIN. SUMP 3/4"-1-1/2" DOUBLE WASHED STONE TO 4' WIDE X 74' LONCr X 1.0' MINKEFF. DEPTH
SEPTIC PEt0FILE -
ZONING DISTRICT: B-2, NOT IN APD NOT TO SCALE
MIN. LOT AREA: 20,000 SF (21,561 SF PROVIDED) 2"DOLL IE WASHED PEASTONE
MIN LOT FRONTAGE: 125' (100.77' PROVIDED) OVER TOP OF PIPE WITH -
MIN FRONT YARD: 30 (109' PROVIDED) MIRAFI 140N FILTER FABRIC OVER PEASTONE 12.68 ADJUSTED GROU�WATER ELEV.
SIDE YARD SETBACK: 25' (10.7' TO REMAIN, 26' ON PROPOSED BLDG.)
REAR YARD SETBACK: 20' (20.9' PROVIDED TITLE 5o PVC AT 0.5%
TITLE 5 ORIFICES
MAX, BUILDING COVERAGE: 259 - (4,441 SF = 20.67 PROPOSED) VENT WITH SOLID SCH40
MAX. BUILDING & PAVEMENT COVERAGE: 70% (11,596 SF - 53.8% PROPOSED)
MAX. BUILDING HEIGHT: 35' (20'1 PROPOSED)
�a .l <W 4
EXISTING USE: RESIDENTIAL APARTMENT, RETAIL > o°%°°<�q°°° °o°o°
PROPOSED USE RESIDENTIAL APARTMENTAUTO TOWING OPERATION (H4 & L5).
1N1^UI^ES M!H!!R AIITOMOT`JE REPALR .{,.R., ,STARTE..S,-.,ATT_RIFS FTC.. 4.0'
AND SHORT TERM STORAGE OF MOTOR VEHICLES, THE OFFICE FOR ]HE TOWING ONFNAI,u
WILL OCCUPY THE FIRST FLOOR OF THE FRONT BUILDING. ACCESSORY AUTO SALES PROPOSED. PRIMARY \ 3/4" - 1.5" DOUBLE WASHED STONE LEACHING TRENCH
THE EXISTING APARTMENT IS ON SECOND FLOOR OF FRONT BUILDING AND WILL REMAIN. TRENCH
THE PROPOSED REAR BUILDING WILL CONSIST OF A 30' X 40' HEATED AREA WITH A SINGLE
LIFT AND A SMALL BATHROOM. THE REMAINDER OF THE PROPOSED BUILDING WILL BE SEPTIC TRENCH CROSS SECTION
AVAILABLE FOR TRUCK STORAGE AND PARKING. '
EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SF7ALL BE NOT TO SCALE
RETAINED. IF SUCH TREES DO NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) (TYP. ALL BUFFERS) -- PROPOSED GRAVEL SECTION: 1
2" PEASTONE OVER
HEAVY DUTY H-20 COVER 8" DENSE GRADED CRUSHED STONE
NOTE: ZONING RELIEF REQUESTED FOR GRAVEL PARKING SURFACE LABELED "DRAIN" F&C COMPACT IN 2 LIFTS WITH 1p TON VIS. ROLLER
7107 SF OF GRAVEL IS PROPOSED INCLUDING 2440 SF OF DRILL (2) 1"0 HOLES IN COVER 8" H-20 F&G'S EL, LISTED
EXISTING GRAVEL SURFACE PREVIOUSLY PERMITTED. COMPACT BACKF6 L IN 6" 2'X 2' '..GRATE (TYP.)
(ONLY 2440 Sr OF PREVIOUSLY PERMITTED 4600 SF WAS
CONSTRUCTED) LIFTS (IALL DRAINAGE)
14
MIRAFI 140N FA;RIC OVER H-20
3" MIN. PEASTOIIF PRECAST
RISERS SLOTTED 12"0 HDPE: -N HDPE:-NDRI 0•,, .�I.
AS REQ. ADS N-12 OR EQ. HOLES B ICK ADJUSTING COURSE
T'-- SET LEVEL INV. 16. MORTAR
_�-....< 2-.r••"r'•-r. a: -..t: (TYP.)
PROPOSED 2.0'
4"S H40PVC A 2': IN H-20
FROM ROOF D_ "1!
....-....:... - - ; NS y . LEACHPIT o
C.B. TRAPP
12,WOWP
TREE PHSR_
3"CALPER L -2 OR PROPOSED
......................................_........__._ 60LLNPRECA T
PAPKING/BUFFER TREE020 BASIN
;
LEACHING TRENCH BETWEEN 4' MIN AROUND PIT
STRUCTURES, SEE CROSS SECTION EL. 14,6
SECTIONAL PLATE "
MIRAFI 140. FABRIC OVER
Ca 6'0%5'"SNOREY SOLID 3" PEASTONE OVERLAP 6"
SECTIONTHRID DRAINAGE BASIN H-20 OR EQUAL 12"0 SLOTTED H-20
V"
CORRUGATED
P.EINFORCED NEW 81ACK RUBBER ADS OR EQUAL
UGAT
UGATED HDPE PIPE
HOSE (1/2' ID) - .. .. .75"-1.5" DOUBLE
WASHED STONE
DOUBLE STRAND 12 CA
CALV ANNEALED TWISTED WRE 3 I.'..... .
\I TREE TR NOTRAP ENDS GOWN
3 STAKES EQUALLY SPACED
11 AROUND TREE 2 1/2-x21/2-.10' TRENCH CROSS SECTION
11 Il SPACED V-0" FROM TRUNK, .. ;NTS
\ STAINED DARK BROWN. APPROVED BY HEALT-I DEPT. DATE
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0' BURIED
.N4- 11 l MIN 3' DEEP SAUCER - ''-
3' DEPTH SHREDDED BARK MULCH ^ -
' I
oz
LAM IN Or
RIuL'BURLAPROOTEFOU TO pff 508-362-454: SOU
fox 508 362-9880 '10'710dp'hlTTqM
01V
COMPACTED SUB -GRADE
solL MIX I
down
j TOWN OF YARMOU1 H
cape englneerrr7g, Inc.
REVIEINEDFOR BUILDING AND ZONING COM COMLI-
PREPARLD FOS
V
ClVIL ENGINEERS
ANCE. ERRORS OR OMMISSIONS DO NOT]EVE
APPLICANT FROM THE RESPONSIBILITY OF'il SBUIT'
THE
,2" jAl2"
•11
LAND SURVEYORS
MAM C COMPLIAN E
O 9-.',
MM MIN
DATEIO ,2-f
939 Main
Street - YARMOUTHPORT, MASS.
z PIA TING
DETAIL
SCALE: 1" = 20, DATE:1/02 DI IOFFICAL
REVISED: ,6/2/102
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