2020.0205.CI0009 GRD Plans - ApprovedPROJECT SPECIFICATIONS
THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THE FOLLOWING
1) THE MOST CURRENT VERSION OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPEURCABONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
2) THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCO)
3) THE MOST CURRENT EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC)
4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING
,URISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS
THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS AT
THE CONTRACTOR'S OWN EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,
MATERIALS, TOOLS, EQUIPMENT, 7RANSPORTATION, SUPPLIES, AND
INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE
DRAMNGS AND TO OBTAIN ACCEPTANCE BY THE AUTHORITY HAVING
JURISDICTION AND THE PROJECT OVER.
ANY PROPOSED ALTERA71ONS BY THE CON7RACTOR AFFECTING THE
REQUIREMENTS AND INFORMATION IN )HESE DRAWINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR APPROVAL
CONTRACTOR LIABILITY NOTE
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDIRONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD J.E. CIBSON
CONSULTING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEP77NG FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF J.E. GIBSON CONSULTING.
GRADING NOTE
ANY CUT AND FILL QUANIITIES IF SHOWN ON THESE DRAWINGS, ARE
ESTIMATED IN-PLACE VOLUMES AND ARE FOR PLANNING PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY QUANRTIES
AND APPLY SHRINK AND/OR SWELL FACTORS.
TOPOGRAPHIC WFORMATION SHOW ON THESE DRAWINGS WERE
PROVIDED BY A THIRD PARTY SURVEYOR. THE CONTRACTOR SHALL
VERIFY TOPOGRAPHIC INFORMATION IN THE FIELD PRIOR TO
SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF
THERE IS A DISCREPANCY.
EROSION CONTROL NOTE
EROSION CONTROL MEASURES ARE NOT LIMITED TO THE TO THE ITEMS
ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLA71ON AND MAINTENANCE OF ALL EROSION CONTROL MEASURES.
NO SILTATION OF EXISTING OR PROPOSED STORMWATER FACILITIES
SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION
OF SILTS TO OFF-SITE PROPERTIES, ALL DISTURBED EARTH CAUSED BY
CONTRACTOR'S ACPWTTES SHALL BE RESTORED IN ACCORDANCE WITH
THE LANDSCAPING PLANS OR HYDROSEEDED IF NO LANDSCAPING
PLANS EXIST.
IF DISCHARGING TO WATERS OF THE STATE AND DISTURBING MORE
THAN ONE (1) OF LAND, THE CONTRACTOR IS RESPONSIBLE FOR
APPLYING AND SECURING COVERAGE UNDER WSDOE'S NPDES GENERAL
PERMIT. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT CAN TAKE UP
TO SIXTY (60) DAYS TO ACQUIRE COVERAGE
REMOVAL & REPLACEMENT OF
UNSUITABLE MATERIALS
WHENEVER EXCAVATING ACTIVITIES ON-SITE EXPOSE PEAT, SOFT
CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL,
SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE
GEOTECHNICAL ENGINEER AND BACKFILLED WITH SUITABLE
FOUNDATION MATERIAL.
UNSUITABLE MATERIAL .MALL BE REMOVED FROM THE SITE AND
HAULED TO A CONTRACTOR PROVIDED WASTE SITE THE CONTRACTOR
SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE
REQUIREMENTS OF THE STANDARD SPECIFICAITONS AND THE IBC.
STORM DRAINAGE NOTE
TO PROTECT STORMWATER FACILITIES FROM SEDIMENTATION THE
CONTRACTOR SHALL CONNECT THE FACILITY(IES) TO THE STORM
CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES
PERMANENT EROSION CONTROL MEASURES, AND FINAL LANDSCAPING
ARE IN PLACE.
DEWATERING
FOUNDARONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE
CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF
STANDING WATER AND SATURATED CONDITIONS AS NECESSARY FOR
THE PROPER EXECUTION OF THE PORK. 7HE CONTRACTOR SHALL
FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS,
PUMPS AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER
THE S17E AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS
OF SOIL FINES FROM FOUNDARON AND HAROSCAPE AREAS WILL NOT
BE PERMITTED.
UTILITIES LOCATE NOTE
THE LOCARON OF EXISTING UTILITIES SHOWN HEREON IS BASED ON
INFORMATION OBTAINED FROM THE TOPOGRAPHIC SURVEY. JE GIBSON
CONSULTING ASSUMES NO RESPONSIBILITY AND/OR LIABILITY OF EXISTING
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO
VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXIS17NG
U7IU77ES PRIOR TO STARLING CONSTRUCTION ACTIWRES. CONTRACTOR
SHALL CALL FOR UNDERGROUND LOCATES AT 1-800-424-5555 PRIOR
TO STAR77NG CONSTRUCTION ACRVIRES.
�\ vd1 p•i , ,
J.E. GIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING
JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE.
J.E. GIBSON CONSULTING MLL NOT CERTIFY RECORD DRAWINGS UNLESS
A REPRESENTATIVE OF THE COMPANY HAS INSPECTED ACTUAL
INSTALLATION OF UTIU77ES PRIOR TO BACKFILLING,
THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED
DRAWINGS THAT SHALL INCLUDE RED LINE MARKUPS (LECJBLE) OF ANY
ALTERATIONS TO THE DESIGN. THE RED LINE MARKINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD UPON PROJECT COMPLETION.
WORK IN THE RIGHT-OF-WAY
CONTRACTOR SHALL OBTAIN RICHT-OF-WAY PERMIT AND SHALL SUBMIT
A TRAFFIC CONTROL PLAN TO THE AUTHORITY HAVING ,.URISOICTION
PRIOR TO STARTING CONSTRUCTION AC77WTIES. ALL WORK WITHIN THE
RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING
JURISDICTION'S STANDARDS,
PROJECT INFORMATION
APPLICANT.- JOE AND CONSTANCE STANDLEY
10627 117H Ave CT SE
TACOMA, WA. 98444
253.468.0586
ENGINEER: JE GIBSON ENGINEERING AND CONSULTING
PO BOX 178
TENWO, WA 98589
360.951.1454
JE.GTbsonConsul tingBgmail. can
PARCEL NUMBER:
64303601500
S17F ADDRESS:
402 WEST ROAD SE
-----W-----Of-----'W-----W-----W- _w
YELM, WA 98597
ZONING
C-1, GENERAL COMMERCIAL
SIZE AREA:
0.50 ACRES
ON-SITE SOILS.
SPANAWAY GRAVELLY SANDY LOAM
SANITARY SEWER.,
CITY OF YELM
WATER:
CITY OF YELM
FIRE DISTRICT.,
SOUTHEAST THURSTON FIRE AUTHORITY
FLOODZONE.•
OUT
ABBREVIATIONS
AC ASPHALT CONCRETE
BCP BEGIN CURB RETURN
BY BENCHMARK
BVC BEGIN VERTICAL CURB
CB CATCH BASIN
CIP CAST IRON PIPE
CL CENTERUNE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CATV CAN COMMUNICATIONS
DIAM DIAMETER
DIP DUCTILE IRON PIPE
EE ELECTRICAL
ECR END CURB RETURN
EL ELEVATION
EVC END VERTICAL CURB
EXIST EXIS77NO
FFE FINISHED FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOWLINE / FLANGE
FM FORCE MAIN
G GAS
GM GAS METER
GB GB
HP HIGH POINT
L CURVE LENGTH
LF LINEAL FEET
MH MANHOLE
MJ MECHANICAL JOINT
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
RD ROOF DRAIN
SS SANITARY SEWER
SD STORM SEWER
STA STATION
S7EP SEPTIC TANK EFFLUENT PUMP
STD DR STANDARD DETAIL
T TELEPHONE
TB THRUST BLOCK
TC TOP OF CURB
TYP TYPICAL
UGP UNDERGROUND POWER
W WATER
WM W47ER METER
WV WATER VALVE
STANDLEY GARAGE
402 WEST ROAD SE, YELM, WA 98597
SECTION 19, TOWNSHIP 17, RANGE 2E, W.M.
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
LEGEND & LINETYPES
EXISTING PROPOSED
---------------
----------------
------X-----X-----X-----X-----X-—X—X—X—X—
G
0—
_____p ----- p ----- P ----- p ----- P __
__-_-p----_p-----P-----p'-----P`-
-----W-----Of-----'W-----W-----W- _w
_w_
EC -01
EROSION CONTROL AND DEMOLITION PLAN
----- SS ----- SS----- SS----- ss—
SS
SS
OP
--- SO-----SO-----SO -----SO —
—FM "M
SD SD
1 I 1 I
----- a ----- G ----- G ----- G-
G
0—
_____p ----- p ----- P ----- p ----- P __
__-_-p----_p-----P-----p'-----P`-
P
p—
EC -01
EROSION CONTROL AND DEMOLITION PLAN
EC -02
OH ----- OH ----- OH ----- OH —
OH-----OH-----OH-----OH—
OP
OP
-----T-OH----- T -OH ----- T -OH--
—T -OI!
'I'-OH
WATER AND SEWER DETAILS AND NOTES
-----T-----T-----T-----T-----T-
-----T----- T ----- T
----- T ----- T_
-----c-----o-----G-----c-----C-
C
C
�TTZi
RIGHT-OF-WAY LINE
PROPERTY LINE
CENTERLINE
EASEMENT UNE
SAWCUT LINE
EDGE OF PAVEMENT/CURB UNE
EDGE OF GRAVEL LINE
SIDEWALK LINE
BUILDING LINE
FENCE LINE
WATER LINE
SEWER UNE
FORCE MAIN LINE
STORM LINE
DITCH LINE
ROADWAY STRIPE LINE
GAS LINE
POWER UNE
OVERHEAD POWER LINE
OVERHEAD PHONE LINE
TELEPHONE LINE
CABLE/COMMUNICATIONS LINE
STORM CATCH BASIN
STORM MANHOLE
FIRE HYDRANT
WATER METER
GATE VALVE
THRUST BLOCKING
WATER BENDS
WATER TEE
SEWER MANHOLE
STORM/SEWER CLEANOUT
SHEET NO.
I 1
2
3
14
5
16
!� S7E{fNS STREET NE
VAN MME�4VENUF NE
A
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I 1,171 RSON AVENUE NE
EAST MAI AVENUE
VICINITY MAP
NOT TO SCALE
PRO.ECT LOCATO
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SHEET NO.
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CV -01
SHEET INDEX
SHEET REF.
SHEET DESCRIPTION
CV -01
COVER SHEET
EC -01
EROSION CONTROL AND DEMOLITION PLAN
EC -02
SITE AND PAVING PLAN
SP -01
GRADING AND STORMWATER PLAN
SP -02
WATER AND SEWER PLAN
CG -01
WATER AND SEWER DETAILS AND NOTES
PRO.ECT LOCATO
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EXISTING STRUCTURE
FFE:343.55 112 oy
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FILTER FABRIC MATERIAL USE STAPLES OR
WIRE RINGS TO ATTACH FABRIC TO W9RE
MESH BACKUP SUPPORT
*MAXOM
OF --------------- MATERIAL IN
6' 4"x6" TRENCH
-- -� WOOD OR STEEL FENCE POSTS
FILTER FABRIC
MATERIAL 00$ 00
00
a
BACKFILL AND TAMP R=25 MIN. �� 0 oa /
R
O
12' MIN. lLs�
4" TO 8" QUARRY SPALLS -
N07E: PROVIDE FULL WIDTH OF
^'-4" MIN, INSTALL CONS7RUCRON INGRESS/EGRESS AREA
------+ ENTRANCE AT LOCA77ON WHERE
WOOD OR STEEL POSTS
ACCESS OFF OF A PAVED
ROADWAY BEGINS.
TEMPORARY SILT FENCE CONSTRUCTION ENTRANCE
NTS NTS
/
I
0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES.
1. SILT FENCE SEE THIS SHEET
2 TEMPORARY CONSTRUCTION ENTRANCE SEE THIS SHEET
3. REMOVE AND DISPOSE OF EXISIINC FENCE
4. REMOVE AND DISPOSE OF EXISRNG OVERHANG & ATTACHED STRUCTURE
5. REMOVE AND DISPOSE OF EXISTING CONCRETE PAD
5. REMOVE AND DISPOSE OF EXISDNG GRAVEL PAD
7. REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
8. REMOVE AND DISPOSE OF EXISRNG ASPHALT
9. PROTECT EXISRNG POLE IN-PLACE
10. PR07ECT EXIS77NG TELEPHONE PEDESTAL IN-PLACE
12. REMOVE AND DISPOSE OF EXISTING STORM STRUCTURE: BACKFILL WITH STRUCTURE FILL
CAP AND ABANDON EXISRNG STORM PIPE
13, PR07ECT EXISRNG POWER POLE IN-PLACE
14. REMOVE AND DISPOSE OF EXISRNG MONITORING WELL
GENERAL NOTES;
1, CONTRACTOR SHALL SECURE ALL STORAGE AREAS
2. C0NIRAC7OR SHALL PROVIDE ALL EROSION CONIROL MEASURES FOR PROPOSED
DEMOL17ION AND CONSTRUCTION A01477ES.
J. ALL MATERIALS STORED ON -517E SHALL HAVE PROPER ENCLOSURES AND/OR
COVERINGS STOCKPILE AREAS SHALL BE COVERED IF UNWORKED FOR MORE THAN 48
HOURS
4. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED IN ACCORDANCE KITH BMP 75.11
POST-CONS7RUCRON SOIL QUALITY AND DEPTH AND HYDROSEEDED/SODDED.
5. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO COMMENCING WITH
ANY SITE DISTURBING AC7IVIRES
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34.28__ EXISTING STRUCTURE y P ,o\
34 bh 343. 43.55
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.75
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FASPHALT 36' {IDE CUT IN
PAVEMENT FTHICKENED EDGE
BOTTOM OF SWALE OR POND-
2'-4' QUARRY SPALLS
MINIMUM DEPTH = 1'
PLACE MIRAFl 14ON OR EQUAL
RLTER FABRIC BELOW QUARRY
SPALLS OVERLAP 12' MINIMUM
QUARRY SPALL SPILLWAY DETAIL
NIS
-4
' I I
0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES:
1. THREE (3) FOOT WIDE x ONE (1) FOOT THICK QUARRY SPALL SPILLWAY: SEE DETAIL
THIS SHEET
2. TWO (2) FOOT WIDE x TWENTY-RVE (25) FOOT LONG DOWNSPOUT 1NHLIRATON
TRENCH PER BMP T5. IDA OF THE STORMWA TER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON: SEE DETAIL THIS SHEET
J. 6' STORM PIPING: CONNECT FROM ROOF DOWNSPOUTS TO BELOW -GRADE DOWNSPOUT
INRLTRAnON TRENCH (TTP.)
4. STEP SYSTEM: SEE UT -01
5. WATER SERNCE LINE SEE UT -01
NOTE ALL SPOT ELEVAVONS ARE LOCATED AT THE FLOW LINE
OF THE TRAMC CURB, THICKENED EDGE OR EXTRUDED CURB
UNLESS OTHERWISE NOTED.
810RETENTION SOIL MIX
5OX-60X CLEAN SAND PER ASTM C-33
2OX-309 LEAF COMPOST -'
209-30% TOP SOIL p'•µ yTZy dMin
CLAY CONTENT SHALL BE LESS THAN 5% I�T9 r• npm ae e•>
PRbmrd Ppaa
346.0 346.0 !'"-`• .....- ..........._.-._._....,'', 'fid'
• w
x
MAX•WATER SURFACE:341.50- `
. iitrai`ma.arin �t,,,P,n"rasa
EXIST GRADE •FINISHED GRADE
344.0 , ........ ; l �.i . .-...... - 344.0
JPLAN VIEW ron[d.i
d vebw
+4"dDda T43Jfe ,
342.0 - ........ ; .. ...... . � .. ........ _ 342.0
340.0 - ............ ....... ......... _ 340.0 �
1 L73'"r v. F
18" DEPTH-p.-tsr=so
BIORETENTION-
SOIL MIX
338.0 _................ ........ _ 338.0 ■rrp Mk
... s �4yd w s• anrr�
ar
336.0 , 336.0 p «aa a
wam.a -k
°c a°ao°4 4
H; I V. ;
0 20 40 0 2 4
SCALE IN FEET SCALE IN FEET SECT 014 A
MTS
ON-SITE RETENTION POND CROSS-SECTION ROOF DOWNSPOUT INFILTRATION TRENCH DETAIL
NTS NTS
0
0
0
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�ARCH17ECIU AL PLAN WITH W
ARCHIIECIURAL PLANS (TYP.)
F/NISHED GRADE, SLOPE AWAY FROM
pWARO
BUILDING O5' MIN. FOUNDATON {TYP)
X,v,
�FOUNDANON (BYOTHERS) \� ROOF DRAIN )IGHTUNE6"0 SOLD PVC ASTM D3034 SDR 35
CRAWL SPACE GRADE INSTALL \\ STORM PIPE, INSTALL FITnNG ASVAPORBARRIERANDL'APIILARY�'REQUIRED( ;PER ARCHI7ECNRAL PLANS/\Ar
ROOF DRAIN nGHTLINE ��
\���• \\�j\���\\�\�% :. �. /�/ 6"0 SOLID PVC ASIA D3034 SDR 35
STORM PIPE
SHEET NO.
ROOF DRAIN DETAIL 4 O F 6
NIS CG -01
"
148.7
S1132 33.15"W'
--y}4 343.55 34J.31,
3.00 IE OUL•342.°'f6 N)
=3
39 LF OF 6'®
fIdI�tIN�� __----INSD-
34321
P
FE IN:341.00 (6" S)_
34.28__ EXISTING STRUCTURE y P ,o\
34 bh 343. 43.55
FFE:3
`
MATO EXIST. ? j
1(345,65) 346, 0 LP: 342.00 I342.20J
.75
34 .80 343.56343.55 T - - - - 3 34355- 1 _ l
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34 5 343.67 x
34570
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FASPHALT 36' {IDE CUT IN
PAVEMENT FTHICKENED EDGE
BOTTOM OF SWALE OR POND-
2'-4' QUARRY SPALLS
MINIMUM DEPTH = 1'
PLACE MIRAFl 14ON OR EQUAL
RLTER FABRIC BELOW QUARRY
SPALLS OVERLAP 12' MINIMUM
QUARRY SPALL SPILLWAY DETAIL
NIS
-4
' I I
0 20 40
SCALE IN FEET
® CONSTRUCTION NOTES:
1. THREE (3) FOOT WIDE x ONE (1) FOOT THICK QUARRY SPALL SPILLWAY: SEE DETAIL
THIS SHEET
2. TWO (2) FOOT WIDE x TWENTY-RVE (25) FOOT LONG DOWNSPOUT 1NHLIRATON
TRENCH PER BMP T5. IDA OF THE STORMWA TER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON: SEE DETAIL THIS SHEET
J. 6' STORM PIPING: CONNECT FROM ROOF DOWNSPOUTS TO BELOW -GRADE DOWNSPOUT
INRLTRAnON TRENCH (TTP.)
4. STEP SYSTEM: SEE UT -01
5. WATER SERNCE LINE SEE UT -01
NOTE ALL SPOT ELEVAVONS ARE LOCATED AT THE FLOW LINE
OF THE TRAMC CURB, THICKENED EDGE OR EXTRUDED CURB
UNLESS OTHERWISE NOTED.
810RETENTION SOIL MIX
5OX-60X CLEAN SAND PER ASTM C-33
2OX-309 LEAF COMPOST -'
209-30% TOP SOIL p'•µ yTZy dMin
CLAY CONTENT SHALL BE LESS THAN 5% I�T9 r• npm ae e•>
PRbmrd Ppaa
346.0 346.0 !'"-`• .....- ..........._.-._._....,'', 'fid'
• w
x
MAX•WATER SURFACE:341.50- `
. iitrai`ma.arin �t,,,P,n"rasa
EXIST GRADE •FINISHED GRADE
344.0 , ........ ; l �.i . .-...... - 344.0
JPLAN VIEW ron[d.i
d vebw
+4"dDda T43Jfe ,
342.0 - ........ ; .. ...... . � .. ........ _ 342.0
340.0 - ............ ....... ......... _ 340.0 �
1 L73'"r v. F
18" DEPTH-p.-tsr=so
BIORETENTION-
SOIL MIX
338.0 _................ ........ _ 338.0 ■rrp Mk
... s �4yd w s• anrr�
ar
336.0 , 336.0 p «aa a
wam.a -k
°c a°ao°4 4
H; I V. ;
0 20 40 0 2 4
SCALE IN FEET SCALE IN FEET SECT 014 A
MTS
ON-SITE RETENTION POND CROSS-SECTION ROOF DOWNSPOUT INFILTRATION TRENCH DETAIL
NTS NTS
0
0
0
W
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DOWNSPOUT
�ARCH17ECIU AL PLAN WITH W
ARCHIIECIURAL PLANS (TYP.)
F/NISHED GRADE, SLOPE AWAY FROM
pWARO
BUILDING O5' MIN. FOUNDATON {TYP)
X,v,
�FOUNDANON (BYOTHERS) \� ROOF DRAIN )IGHTUNE6"0 SOLD PVC ASTM D3034 SDR 35
CRAWL SPACE GRADE INSTALL \\ STORM PIPE, INSTALL FITnNG ASVAPORBARRIERANDL'APIILARY�'REQUIRED( ;PER ARCHI7ECNRAL PLANS/\Ar
ROOF DRAIN nGHTLINE ��
\���• \\�j\���\\�\�% :. �. /�/ 6"0 SOLID PVC ASIA D3034 SDR 35
STORM PIPE
SHEET NO.
ROOF DRAIN DETAIL 4 O F 6
NIS CG -01