HomeMy WebLinkAbout10 Whale Road - Site Plan 2- HLL JIJ ILim i.vrviry
WITH MAGNETIC TAPE OR COMPARABLE MEANS
*THE INSTALLER SHALL VERIFY THE SEPTIC SYSTEM PROFILE FOR FUTURE LOCATION. MARK CORNERS of
LEALOCATIONS OF ALL UTILITIES AND ALL
(NTS) CAP CAP FIELD DRIVEN JUUSTSTWITH BELOW
#s REBAR WITH SAFETY
OW GRADE EACH CORNER
SYSTEM DESIGN. BUILDING SEWER OUTLETS AND OF LEACH FIELD.
ELEVATIONS PRIOR TO INSTALLING ANY 4" DIA PERF. INSP. PORT To SAND AT BOTTOM OF
PORTION OF SEPTIC SYSTEM PROVIDE MIN. 20" DIAM. WATERTIGHT LEACHING FIELD. 4" THREADED CAP TO WITHIN 3" OF FINISH GRADE E
RETAINING WALL SCHEMATIC SHOWN, EXACT MIL LINER FROM ELEV. 8:8' TO ELEV. 4.8' MIN.
GARBAGE DISPOSER IS NOT _LWED FIRST FLOOR BLDG ELEV. 12-V CONCRETE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
AND CONSTRUCTION BY OTHERS. TOP OF WALLLL HT. HT. AS NOTED
DESIGN FLOW: 5 BEDROOMS ® 110 GPD = 550 GPD RAWLSPACE SLAB $.6' TOP FOUNDAMON 1tV
WITHIN 20' OF SAS) 9.3 MIN.OCOVER OVER PRECAST 1 0.0TOP PIPE 8.6' FINISHED GRADE- 4" LOAM & SEED 2% MIN. SLOPE OVER SYSTEM
USE A 550 GPD DESIGN FLOW 75' F
REMAINDER OF CRAWLSPACE PRECAST H-10 �. !� fi
= 1100 SLAB AT EL. 7.4' -•.. RISERS (".) PROP. TEE CLEAN FILL TOP RET. WALL ELEV. 6.8'
SEPTIC TANK: 550 GPD (2) ;: z. 4'ascrlao PVC R 75
4"SCH40 PIPES LEVEL 1ST 2' CAP ENDS
USE AN H-10 2500 ST/PC COMBINATION FLOOD VENTS WITHIN 12" GRADE 10� 2500 GAL H-10 a R o A D PVC. s=0.005 o?
(SEE DETAIL) (GROUND AT EL. 7.4) REQ. 0 0
SEPTIC TANK/PC
VENTS ON 2 SIDES REQ. r `� 7.2+ 3/4"-1-1/2" DOUBLE WASHED STONE LEACHING FIELD o 6"DEPTH i MIN BELOW INV. p O
LEACHING: COMBINATION PROPOSED ROCK WALL VENEER
FLOOD VENT/FOUNDATION DESIGN ° °^ °'°°°°°° °° 8'00'
BOTTOM AREA ONLY: ° °°°°°°°°°°°° °° 8.25' LEVEL BOTTOM O ."
= 553.5 GPD BY OTHERS. 1
SHOREY OR EQUAL °"° / a
748 SFX (74) 1 8.52' " 8.35
7.5'* (SEE DETAIL) 55' 5' MIN.UNSUITABLE :>°°•"
USE A 748 SF LEACHING FIELD AS SHOWN �1,p:. O•, 0. • O O O O O�O O- O O
BLOCK UP FOR 24" COVER TYP. 7 -_-SOIL REMOVAL
C D -BOX ACME 09-9 OR EQ. WHERE SPECIFIED
0 0 0 0 0 C DEPTH PER SOIL LO
GS
o0
0 O 0 O 0O0 0 0 O OO OO OO OO Oa°°°ooe '-
o
oOOOnOO OO OO Onnnnr
n nn 5.0'
6" CRUSHED STONE OR MECHANICAL WATER TEST D'BOX FOR LEVELNESS
COMPACTION. (15.221 [21) USE TIDALLY INFLUENCED ADJ. GROUNDWATER ELEV. 2.5' o°°
LEACHING: USE A 748 SF LEACHING FIELD 748 SF X .74 = 553 GPD O.K.
MA
APPROVED DATE BOARD OF HEALTH (?+x SLOPE)
LEACHING ACCESS FOR ROUTINE MAINTENANCE
' MUST BE PROVIDED FOR ZABEL FILTER.
FOUNDATION 10,_ _- ST/PC _ __ _ 40 _ D__BOX _ _ __ _ _ _ __ __ FACILITY INSTALLER MUST FOLLOW ALL
--- - MANUFACTURER'S SPECIFICATIONS FOR
-- - - - -" --- - PROPER FILTER INSTALLATION
- NOTE 550* COL RESERVE
BUOYANCY CALCS PROHDED IN PC
2500 H-10 TANK WGT: 22560 LBS
ALARM AND CONTROL PANEL
NOTES TO BE INSTALLED INSIDE
J Q.6' X 11,$' X 6.3 X 62.4 = 2753 BUILDING. ALARM TO BE ON INV. IN 7.2'
SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE
1. DATUM IS NGVD29 UP (OK)
ZABEL FILTER2a. TEF SLOPE TO DRAIN BAG K
2. MUNICIPAL WATER IS EXISTING FLOAT SWITCH ALARM ON OUTLET A100) WEEP HOLE
TEE W/E%TENSION
SETTINGS: PUMP ON 1500 G4" Mi ' CHECK VALVE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 5' WORKING RANGE SIDE
B' OF OF MYERS SRM 4
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 5' es' SUBMERSIBLE 4/10 HP PUMP
TO BE AASHO H-14 PUMP OFF 17 SYSTEM (OR EQUAL)
(ON BLOCK)
5. PIPE JOINTS TO BE MADE WATERTIGHT, 4 DOSES PER DAY, AT 110 GAL PER
DOSE (5" WORKING RANGE) 5• BARU
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH \
310 CMR 15.000 (TITLE 5.)
2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO _ _ - \� \
BE USED FOR LOT LINE STAKING OR ANY OTHER \ EXiS'iNG (Nor TO SCALE)
PURPOSE.\
CNlELLhJG \1 �
8: PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. \ FLOOD VENT 6
\ _ / � (TYP.) \ \
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED \ -7 \ \ 13
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
FLOOb-'VENT / / EXIST do \ \
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING (TYP•) 6 GA
DECK RAG \
� ` �
DIGSAFE (1-888-344-7233) AND VERIFYING THE / 6
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES \ .
PRIOR TO COMMENCEMENT OF WORK.
\ 703 ry..j• 6\ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE -� AROUND PERIMETER OF LEACHING FACILITY,
REMOVED 5' BENEATH AND AROUND THE PROPOSED ? ' _ J DOWN LE SUITABLE SOIL LAYER, REPLACE C
LEACHING FACILITY. O� � � \�� S! _~€{' 7 9 `s��r WITH CLEAN MED. SAND, TO MEET /J"' •�S9•
4' 7� / pF@ O 7p �v
f ,�• 1 � SPECIFICATIONS OF 310 CMR 15.255(3) [ 4�
12. EXISTING SEPTIC SYSTEM SHALL BE PUMPED AND
REMOVED.
0.
13. ALL RUN-OFF TO BE CONTAINED ON-SITE
DESIGN REQUIRED (BY OTHERS). FINAL GRADING TO J. g
/ /nn c " a .p ,o.
BE IN ACCORDANCE WITH FEMA REGULATIONS. / a �,� 0 ' ► !,//
14. DRYWELLS (OR DRIP TRENCHES) SHALL BE INSTALLED vc. F C I ± �� \ PROP. RETAINING WALL N T-0
14.
TO CONTAIN ROOF RUN-OFF. �¢ / lF,
/ ` , t / � i i l f / i 8.8' (SEE DETAIL, DESIGN BY OTHERS)
15. CONTRACTOR TO COORDINATE ALL UTILITY DISCONNECTS
AND NEW SERVICES WITH APPROPRIATE VENDORS.1
L ry
16. SHOULD PRIMARY LEACHING FACILITY FAIL IT SHALL / =�� I 1 / / /
MOVED IN ITS ENTIRETY, ALL CONTAMINATED SOILS 1 /X, i/!f£7£ j ENCS
BE RE /O� �� COSTS
REMOVED AND SYSTEM TO BE REPLACED IN KIND. \ � /��� C EXISRNG
uWF/ uNG
TOP f70N, `70.35'IQO.
\ \ / d ' l `= "l =� /C✓Y 0� l \ SAS DETAIL
TEST HOLE LOGS
ENGINEER: ARNE H. OJALA PE, PLS SE1804
WITNESS: PHIL RENAUD
DATE: 2/10/2010
PERC. RATE _ < 2 MIN INCH
CLASS I SOILS
ELEV. n
4 6.$' D„ V
0"
FILL FILL
28" 4.5'
A LS
32" 1OYR 2/1 4.1'
E FS
361OYR 6/1 3.8'
'
B LS
50 10YR 5/6 2.6'
PERC
BOTT. AT
so' 60"
DCE #10-006
C1
MCS
1OYR 6/6
ELEV.
7_3'
36" 4.3'
A LS
38" 1OYR 2/1 4.1'
E FS
40" tOYR 6/1 4.0'
66" 1B LS
1OYR 5/6
V EL. 1.8' 114"
C1
MCS
1OYR 6/6
V EL. 1.8'
-2.2'
OGe\ \moo, \ 10
OF,
\ s�
USE C. BASIN �\
\
/OF "
P� �
D-1 Cl
i
i
D-7
I 1 D-6 V
0
I
1
1-2
D-5
NE _
D of DD
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D-4 NEB 9r DANIEL
Zj !Zl o OJALA
' A52 (EL CNIL N
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sl--s-If
DANIEL
A.
OJALA
No. 40980
DATE DANIEL A. OJALA, P.L.S.
i
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 14 PARCEL 128
LOCUS IS WITHIN FEMA FLOOD ZONE Al2
(EL 10) AND B AS SHOWN ON COMMUNITY
PANEL #250015 0005D DATED 7/2/1992
DATUM: NGVD
ZONING SUMMARY
ZONING DISTRICT: R25
RESIDENTIAL
DISTRICT
1,045,034
1?.EQ.
'PYov
MIN. LOT SIZE
25,000 S.F.
15,600 S.F.
MIN. LOT FRONTAGE
150'
130'
MIN. FRONT SETBACK
30'
31.3'
MIN. SIDE SETBACK
15'
15.9'
MIN. REAR SETBACK
20'
29.7'
MAX. LOT COVERAGE
25%
22.0%
SITE IS LOCATED NOT
WITHIN MASS
DEP
ZONE II.
OWNER OF RECORD
THEODORE WOJNAR
104 CALM COURT
BELLAIRE, TX 77401
REFERENCES
LAND
COURT
DOC:
1,045,034
LAND
COURT
CTF;
181185
LAND
COURT
PLAN
14426-H (SHEET 2)
REQUIRED INSPECTIONS AND CERTIFICATIONS
1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS
COMPLETE.
2. ENGINEER SHALL'STAKE FOOTING PRIOR TO POURING
3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING
OF WALL
4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY
DEPOSITED
5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND
PUMP MECHANISMS AFTER INSTALLATION
ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT
THE RETAINING WALL, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE
BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED
PLAN.
TITLE 5 SITE PLAN
OF
10 WHALE ROAD
WEST YARMOUTH
PREPARED FOR
THEODORE WOJNAR
DATE: MARCH 15, 2010
REV 4/20/10 (MOVE/ROTATE HSE)
REV 5/25/10 (ROOF & PATIO)
Scale:1 "= 20'
0 10 20 30 40 50 FEET
off 508-362-4541
3.1V0 1d30 U3,VMVAQ 0 N U I fax 508-362-9880
downcope.com
NOUVIn9h S 111 9 NMOL down cope engineering, inc.
11V 01 Wi:M00 ism mom civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
10-006 WOJNAR.DWG