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ry ENTxnxGE To AVOID
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GEOTE%TILE
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NOTES V I,WxcBSCGHESS Ax;A
I. CONDTTON GF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
2. DESIGNANDIXSTALLATION SPECIFICATIONS
2.I. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL SOT BE USED
FOR PERMANENT ROADS, HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
ATANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
23. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY
INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
1 MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL SE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
33. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET.
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS. A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3A ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
35. IF VEHICLES ARE ENTERING OR EDITING THE SUES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES), FENCING SHALL BE
INSTALLED TO CONTROL TRAFFIC.
., - -\ STD. PLAN - 215.10
T PUBLIC WORKS STABILIZED ..____.._ ___..___ .......................
.\�;. DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008
GMBRNSItf 510FBNGTX ASTADG]51)
iN P51 MIN.
GMBIFNSIIEFtONW110H 1A51MD<63]1
J. M4l(.
MULLFH WRSi STRENGTH 0.51MD3T�tYlA1
103PSI MIN.
ADSIASTM DCJSU
W<S (IT, . ETANDAPD SIEVE SRE
8' -0 MIN.,
121 -0 MAX.
BD Nm mm
A
C2.0
IVY13TED SELVAGE
TOP AND BOTTOM
NOTES
1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY
MALFORMED FABRIC.
2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND /OR SPREAD TO ADEQUATELY SUPPORT
EACH PANEL
3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS PER CONNECTION
UNLESS OTHERWISE APPROVED.
4. PROVIDE CONSTRUCTION WARNING SIGNAGE AT 50' O.C. ALONG FENCING INSTALLATION.
TEMPORARY CONSTRUCTION FENCE
NTS
CITY OF RENTON
Approved by: Date:I '
Approved by: Date:
Approved by: Date:
Approved by: Date:
MAX. 8N
1/4 SECTION NW 32 TOWNSHIP 23 RANGE 05
YQ'BV ltfu. N1REOR
E.
Fn rvu.urLTn sxr�eru emax.BE SRIGrtO
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' iS. STEEIFENLE
COST¢, PEGR OR EOLNVILFMT
NOTES
L CONORION OF USE
11.1. SILTFENLE MAY BE USED DONNSLWE OF AU- DISTURBED AREAS.
2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLO'NS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANT CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO q SEDIMENT TRAP OR POND.
]. DESIGN AND BSTALLATON SPECIFIGl10x8
3.1. THE GEOTEXTILEU3ED MOST MET THE STANDARD LISTED BELLOW .ACgW OF THE MANUFACTURERS FABRIC SPECIFICATIONS
MOST BE
AM Me IN N POSONSEARDSHMINCRENSFIC
KWORENBREFIENSWOKAJOBTRANBECEI
F
22. STANDARD STRENGTH FABRIC REQUIRES WIRE BALKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
23. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT DE STEEPER TINN 2H:1V
3.6. IF A TYPICAL SILT FENCE IS USED, THE STANDARD O]U TRENCH MAY NOT BE REDUCED AS CONGAS THE BOTTOM 8 INCHES OF THE SILT FENCE
IB WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
], tlNH1EMANLE STANOAR08
3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2 IF CONCENTRATED FLOES ARE EVIDENT UPHILL 00 THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TMP OR FOND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AMID ACTING AS BMRIER TO FLOW AND
THEN CAUSING CHANNEUTATIgi OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
BEOIMENi.
3 4 . SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS INCHES HIGH,
15. IF THE FILTER FABRIC (GEOTEXTILEI HAS DETERIORATED DUE
TO ULTRAVIOLET BREAKDOWN. IT SHW.L BE REDUCED.
PUBLIC WORKS i SILT FENCE SM. PLAN - 214.00
DEPARTMENT
I - - - MARCH 2008
ParEMnExE GAP
PERECRATED
oPAI TLBIxa. mMErEEa COAST TH.
w. T W1GERlMAM
DEWATEwNGgIIDCE.
iLBN„ Sx4LL COLDLY
KAwrtaTram.
PUBLIC WORKS
DEPARTMENT
REVwEa➢EgwTE
Gn4Cplx
ETU RISEN
I
��� DEWATENNGOWFKE,SUfrMLE
TAIX\YELO L'W61EEL 6,LB I.IIx,
\ i i owAE,ERAS PERrxwuno s
wx. I
CONCRETE B0.5E
I---
z. msfa file x.x.
SEDIMENT POND
RISER DETAIL
ALlERN4nvELV. NETLLSL01tE5
wehxnmzcto *An6v� D
SID. PLAN - 218.10
as
MARCH 2008
czo
C L' MA%.
00.4:NAGE GRATE ILA
9 _ �
GRATE FRAME
sfDIME.ur ANO Dfeal6 \y
OVERFLOW BYPASS
D \h
.BELOW wIET GRATE OEVCE
�1
FILTERED
SECTION VIEW
OMINAGE CRATE
- RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ
O I �
GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1
180METRIC VIEW
MOTES
I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m.
1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass).
J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul.
<. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s).
SID. PLAN - 218.90
!a �� PUBLIC WORKS � CATCH BASIN FILTER
DEPARTMENT
'I
WATER"
I
I i
A A
Q
'
FNS I MARCH 2008
Pra
1
EL LBGTTDM � III =Tr
w -
_- - aM I -I �LIIII ill -ill =III .,,_
I
I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP.
22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
R- 314104
SID. PLAN - 217.10
��.
PUBLIC WORKS
Cz' 13
INTERCEPTOR SWALE
�7i 2 DEPARTMENT
?vTO MARCH 2008
AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH
XIN:SV 35% 3001111'
IpT0 E0 H:1V S1pk 1COFEET
(OT➢10)H:1V 1635% 1COFEET
3 T04 N:1V 3SSyA Sp FEET
C2.D UJ co
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= J
Y
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VI
DRAWING ISSUE
DESIGN DEV. 11108113
COORDINATION 01115114
BID SET 05/15/14
LAND USE REVISION 06105/14
Al ADDENDUM #1 06112114
A2 ADDENDUM #4 07102114
UTILITY SET
07116/14
PERMIT REVISION 1 06119/14
MYLAR
NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
4
TO ULTRAVIOLET BREAKDOWN. IT SHW.L BE REDUCED.
PUBLIC WORKS i SILT FENCE SM. PLAN - 214.00
DEPARTMENT
I - - - MARCH 2008
ParEMnExE GAP
PERECRATED
oPAI TLBIxa. mMErEEa COAST TH.
w. T W1GERlMAM
DEWATEwNGgIIDCE.
iLBN„ Sx4LL COLDLY
KAwrtaTram.
PUBLIC WORKS
DEPARTMENT
REVwEa➢EgwTE
Gn4Cplx
ETU RISEN
I
��� DEWATENNGOWFKE,SUfrMLE
TAIX\YELO L'W61EEL 6,LB I.IIx,
\ i i owAE,ERAS PERrxwuno s
wx. I
CONCRETE B0.5E
I---
z. msfa file x.x.
SEDIMENT POND
RISER DETAIL
ALlERN4nvELV. NETLLSL01tE5
wehxnmzcto *An6v� D
SID. PLAN - 218.10
as
MARCH 2008
czo
C L' MA%.
00.4:NAGE GRATE ILA
9 _ �
GRATE FRAME
sfDIME.ur ANO Dfeal6 \y
OVERFLOW BYPASS
D \h
.BELOW wIET GRATE OEVCE
�1
FILTERED
SECTION VIEW
OMINAGE CRATE
- RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ
O I �
GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1
180METRIC VIEW
MOTES
I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m.
1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass).
J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul.
<. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s).
SID. PLAN - 218.90
!a �� PUBLIC WORKS � CATCH BASIN FILTER
DEPARTMENT
'I
WATER"
I
I i
A A
Q
'
FNS I MARCH 2008
Pra
1
EL LBGTTDM � III =Tr
w -
_- - aM I -I �LIIII ill -ill =III .,,_
I
I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP.
22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
R- 314104
SID. PLAN - 217.10
��.
PUBLIC WORKS
Cz' 13
INTERCEPTOR SWALE
�7i 2 DEPARTMENT
?vTO MARCH 2008
AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH
XIN:SV 35% 3001111'
IpT0 E0 H:1V S1pk 1COFEET
(OT➢10)H:1V 1635% 1COFEET
3 T04 N:1V 3SSyA Sp FEET
C2.D UJ co
rw-
(/) O
W Z J
= J
Y
Q Z � �
O
W Q W
� Q Y
Z � Z
C•^) W �
V = Q� O
F--
A TO
L
y N
N
W Lo lj 0
y
laN
i •�NLb
t h
t3N
Q
N
I- � � Q
Z � >o
Q AOl� �
VI
DRAWING ISSUE
DESIGN DEV. 11108113
COORDINATION 01115114
BID SET 05/15/14
LAND USE REVISION 06105/14
Al ADDENDUM #1 06112114
A2 ADDENDUM #4 07102114
UTILITY SET
07116/14
PERMIT REVISION 1 06119/14
MYLAR
NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
4
z. msfa file x.x.
SEDIMENT POND
RISER DETAIL
ALlERN4nvELV. NETLLSL01tE5
wehxnmzcto *An6v� D
SID. PLAN - 218.10
as
MARCH 2008
czo
C L' MA%.
00.4:NAGE GRATE ILA
9 _ �
GRATE FRAME
sfDIME.ur ANO Dfeal6 \y
OVERFLOW BYPASS
D \h
.BELOW wIET GRATE OEVCE
�1
FILTERED
SECTION VIEW
OMINAGE CRATE
- RECTANGVIAR GFATESNOWN � BETRIEVAL 6Y6TENDYPJ
O I �
GE-ON INLETGMTEOEVICE OVEPFLOX 0YC0.SSLIYP.1
180METRIC VIEW
MOTES
I Srse the Below Inlet Grate Gevice BENDS) tm Ure elpm wales SlN JUre 11 w049v1m.
1. The 81G0 aM1all have buil4in hglnOwHIM Mlam lDVarMx bypass).
J. TM1e raMeval system mull albw removal oI1M1a BIGO wlVrout spllllrg th mlletleU malerul.
<. PercoRx mamreRaNm In aFmraanm with sumam speL'Inwnw e.pT311s).
SID. PLAN - 218.90
!a �� PUBLIC WORKS � CATCH BASIN FILTER
DEPARTMENT
'I
WATER"
I
I i
A A
Q
'
FNS I MARCH 2008
Pra
1
EL LBGTTDM � III =Tr
w -
_- - aM I -I �LIIII ill -ill =III .,,_
I
I SWALE SPAONG DEPEND6QY SLOPE GRAOIENi
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AMID WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2H IV WITH MORE THAN iD FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BYAN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRpP.
22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMQED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY ANCHOR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
R- 314104
SID. PLAN - 217.10
��.
PUBLIC WORKS
Cz' 13
INTERCEPTOR SWALE
�7i 2 DEPARTMENT
?vTO MARCH 2008
AVERAGESLOPF SLOPF PERCEN fIOWPpTIIFNGTH
XIN:SV 35% 3001111'
IpT0 E0 H:1V S1pk 1COFEET
(OT➢10)H:1V 1635% 1COFEET
3 T04 N:1V 3SSyA Sp FEET
C2.D UJ co
rw-
(/) O
W Z J
= J
Y
Q Z � �
O
W Q W
� Q Y
Z � Z
C•^) W �
V = Q� O
F--
A TO
L
y N
N
W Lo lj 0
y
laN
i •�NLb
t h
t3N
Q
N
I- � � Q
Z � >o
Q AOl� �
VI
DRAWING ISSUE
DESIGN DEV. 11108113
COORDINATION 01115114
BID SET 05/15/14
LAND USE REVISION 06105/14
Al ADDENDUM #1 06112114
A2 ADDENDUM #4 07102114
UTILITY SET
07116/14
PERMIT REVISION 1 06119/14
MYLAR
NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
4
C2.D UJ co
rw-
(/) O
W Z J
= J
Y
Q Z � �
O
W Q W
� Q Y
Z � Z
C•^) W �
V = Q� O
F--
A TO
L
y N
N
W Lo lj 0
y
laN
i •�NLb
t h
t3N
Q
N
I- � � Q
Z � >o
Q AOl� �
VI
DRAWING ISSUE
DESIGN DEV. 11108113
COORDINATION 01115114
BID SET 05/15/14
LAND USE REVISION 06105/14
Al ADDENDUM #1 06112114
A2 ADDENDUM #4 07102114
UTILITY SET
07116/14
PERMIT REVISION 1 06119/14
MYLAR
NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
4
I- � � Q
Z � >o
Q AOl� �
VI
DRAWING ISSUE
DESIGN DEV. 11108113
COORDINATION 01115114
BID SET 05/15/14
LAND USE REVISION 06105/14
Al ADDENDUM #1 06112114
A2 ADDENDUM #4 07102114
UTILITY SET
07116/14
PERMIT REVISION 1 06119/14
MYLAR
NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
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3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
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SCALE: AS NOTED
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UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
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N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
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NO REV DATE
1 PERMRREVISION OfiAT.14
3 PERAIRREYIBION W.1fi.11
4 PERIIRREYiBIONIMYIM 08.19.14
• Call 811
� Two business days
before you dig
SCALE: AS NOTED
ePLOT DALE: 08
/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
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/19/14
Q2.D PRINCIPAL MAV
PROJ. MGR: IMIC
AGC
UCP U14001164 DRAFTeR TAD
TRIAD SAS NOTED VANTAGE POINT APARTMENTS B-19-2014
AGC sz � �MN ON SITE IMPROVEMENT PLANS
TAD L TESC DETAILS C2. �
� � Planning/Building/Public Works Dept.
N0. REVISION BY DATE APPR AAnfoha AGC �"�'p11p"0LY am: s: 61
4