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I .INLET-
BOX I
I
CURB
T 1 CONSTRUCTION: OWNER AND
1) CONTRACTOR IS RESPONSIBLE TO REPORT ANY CONFLICTS BETWEEN PLAN AND ACTUAL CONDITIONS PRIOR TO
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF INFORMATION. OR DATA RELIED ON TO DEPICT- — - — — -J
V N THIN THE PROJECT AREA AND NOTIFY
UNDERGROUND FACILITIES CONTRACTOR IS TO CONTACT OWNERS OF ALL UTILITIES AND SERVICE LINES WI E ' BAG I5 To HAVE n
4 —6
OF INTENT AT LEAST t WEEK PRIOR TO CONSTRUCTION. CONTRACTOR T N. TR CTOR IS RESPONSIBLE: FOR COORDINATING. WITH FACILITY OWNERS. CONTRACTOR TIGHT CURB CONTACT m :5
c
F A PIPELINES.ISTINt� UTILITIES, AND SERVICE LINES WIThiN THE- PROJECT
O O
IS TO VERIFY THE EXACT LOCA(]ON AND VERTICAL POSITIONING 0 LLEX :; >",: WITH NO GAPS z O U
T T R O
AREA WHETHER SHOWN ON THE PLANS OR NOT, A, LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN .3 V" U AL
INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES. AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE
,PLACE GRAVEL FILTER BAGS SUCH THAT NO
FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, PAVEMENT, ETC. AS A RESULT OF CLEARING/DIRTWORK ACTIVITIES. GAPS ARE EVIDENT" STREET --__//
2 CONTRACTOR TO CONTACT'DIG-TESS ® 800-344-8371 14 DAYS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO
S r SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, NOTES -
CONTACT
UTILITIES, VERIZON, ATMOS, ETC. H
CONTACT KLING ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION.
1. GRAVEL.FOR.'FiLTER BAGS TO BE 3/4' GRAVEL
y GS OR SYNTHETIC NET
>, 3 CONTRACTOR IS TO MAINTAIN EROSION &SEDIMENT CONTROL- THROUGHOUT DURATION OF THE :PROJECT: OWNER. IS TO - 2: FILTER aAGs TO 8E PERvIOus BURLAP ea
.° ) POR D DOWNSTREAM BAGS (1/8- MESH) APPROX. 24 -'LONG, -12` WIDE AND 6" HIGH.
3 MAINTAIN CONTROL POST PROJECT AND UNTIL` VEGETATION IS ESTABLISHED: INSURE SEDIMENT IS NOT TRANS TE
o F WATER IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL
FROM PROJECT VIA SILT FENCE, GRAVEL FILLED a. MAINTAIN .FROM INSTALLATION OF INET/DRIVEWAY THROUGH EACH
° INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. STAGE OF ROADBED CONSTRUCTION (SUBGRADE. BASE, HMAC) UNTIL
ca
■® •
SUBSTANTIAL COMPLETION OF PROJECT.
Gr�4iye�
>
N
R
_ LNG OCCURS .� I PRIVATE, ..i OR 'STATE ROADWAYS: IF TRACK OCC
4 CONTRACTOR TO INSURE NO MUD IS TRACKED ON TO EXISTING P N TE, TY 4. CLEAN SEDIMENT AccuMUI:ATION As REQUIRED ALLOWING No MORE
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CONTRACTOR IS TO INSURE THAT MUD IS NOT ALLOWED TO REMAIN BEYOND THE END 0F EACH WORK D AY. 'CONTRACTOR SHALL THAN 3" OF SEDIMENT BUILD=UP AROUND BAGS.
3 NOT ALLOW MUD OR SEDIMENT TO ENTER THE EXISTING STORM SEWER SYSTEM AND IS RESPONSIBLE FOR CLEANUP SHOULD
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SUCH OCCUR.t�OT
GRAVEL FILTER BAG
zo SCALEui
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d..
o ,; Nar ro scALE
0 5 SEDIMENT IS TO BE CLEANED FROM GRAVEL FILLED :BAGS OR OTHER SEDIMENT CONTROL DEV CE S WHEN: DEPTH OF SEDIMENT
i
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N
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A INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED
REACHES 1 2 TOTAL HEIGHT OF -DEVICE. CONTRACTOR IS TO
4 —6
OF INTENT AT LEAST t WEEK PRIOR TO CONSTRUCTION. CONTRACTOR T N. TR CTOR IS RESPONSIBLE: FOR COORDINATING. WITH FACILITY OWNERS. CONTRACTOR TIGHT CURB CONTACT m :5
c
F A PIPELINES.ISTINt� UTILITIES, AND SERVICE LINES WIThiN THE- PROJECT
O O
IS TO VERIFY THE EXACT LOCA(]ON AND VERTICAL POSITIONING 0 LLEX :; >",: WITH NO GAPS z O U
T T R O
AREA WHETHER SHOWN ON THE PLANS OR NOT, A, LEAST 48 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS TO MAINTAIN .3 V" U AL
INTEGRITY OF ALL PIPELINES, ELECTRIC TRANSMISSION POLES. AND LINES, PERMANENT AND TEMPORARY UTILITIES. CONTRACTOR IS RESPONSIBLE
,PLACE GRAVEL FILTER BAGS SUCH THAT NO
FOR ANY DAMAGE DONE TO EXISTING UTILITY FACILITIES, PAVEMENT, ETC. AS A RESULT OF CLEARING/DIRTWORK ACTIVITIES. GAPS ARE EVIDENT" STREET --__//
2 CONTRACTOR TO CONTACT'DIG-TESS ® 800-344-8371 14 DAYS PRIOR TO CONSTRUCTION. SPECIFIC ATTENTION SHOULD BE PAID TO
S r SHOULD A CONFLICT ARISE BETWEEN THE PROPOSED CONSTRUCTION AND AN EXISTING UTILITY, NOTES -
CONTACT
UTILITIES, VERIZON, ATMOS, ETC. H
CONTACT KLING ENGINEERING 48 HOURS PRIOR TO CONSTRUCTION.
1. GRAVEL.FOR.'FiLTER BAGS TO BE 3/4' GRAVEL
y GS OR SYNTHETIC NET
>, 3 CONTRACTOR IS TO MAINTAIN EROSION &SEDIMENT CONTROL- THROUGHOUT DURATION OF THE :PROJECT: OWNER. IS TO - 2: FILTER aAGs TO 8E PERvIOus BURLAP ea
.° ) POR D DOWNSTREAM BAGS (1/8- MESH) APPROX. 24 -'LONG, -12` WIDE AND 6" HIGH.
3 MAINTAIN CONTROL POST PROJECT AND UNTIL` VEGETATION IS ESTABLISHED: INSURE SEDIMENT IS NOT TRANS TE
o F WATER IMPERMEABLE BAGS OR OTHER APPROVED SEDIMENT CONTROL
FROM PROJECT VIA SILT FENCE, GRAVEL FILLED a. MAINTAIN .FROM INSTALLATION OF INET/DRIVEWAY THROUGH EACH
° INSTALLATIONS. IF EXCESSIVE SEDIMENT TRANSPORT IS OBSERVED IN THE FIELD, ADDITIONAL CONTROLS SHALL BE INSTALLED. STAGE OF ROADBED CONSTRUCTION (SUBGRADE. BASE, HMAC) UNTIL
ca
■® •
SUBSTANTIAL COMPLETION OF PROJECT.
>
>
R
_ LNG OCCURS .� I PRIVATE, ..i OR 'STATE ROADWAYS: IF TRACK OCC
4 CONTRACTOR TO INSURE NO MUD IS TRACKED ON TO EXISTING P N TE, TY 4. CLEAN SEDIMENT AccuMUI:ATION As REQUIRED ALLOWING No MORE
�
CONTRACTOR IS TO INSURE THAT MUD IS NOT ALLOWED TO REMAIN BEYOND THE END 0F EACH WORK D AY. 'CONTRACTOR SHALL THAN 3" OF SEDIMENT BUILD=UP AROUND BAGS.
3 NOT ALLOW MUD OR SEDIMENT TO ENTER THE EXISTING STORM SEWER SYSTEM AND IS RESPONSIBLE FOR CLEANUP SHOULD
vivo y MAP
O.�
t,
SUCH OCCUR.t�OT
GRAVEL FILTER BAG
zo SCALEui
d..
o ,; Nar ro scALE
0 5 SEDIMENT IS TO BE CLEANED FROM GRAVEL FILLED :BAGS OR OTHER SEDIMENT CONTROL DEV CE S WHEN: DEPTH OF SEDIMENT
i
Q
N
co
r
r-
A INSURE EROSION CONTROL DEVICES ARE CONSISTENTLY INSTALLED
REACHES 1 2 TOTAL HEIGHT OF -DEVICE. CONTRACTOR IS TO
SCALE.
rn
c AND PROPERLY MAINTAINED, .GRAVEL. FILTER BAGS STACKED AT LEAST TWO
1 'JQ
a LAYERS. HIGH` SUCH THAT NO GAPS ARE EVIDENT
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NOTES,
1. c6kiiEii TO:"k' S�N4 PO
4000 PSI 4" 28 T 1� RTLAND CFMMT,.CONCREM
-T -.OF CONCRETE: PLACEP� or 3 PER
BE. AKEN, 1: PER 50 CY,
2. TEST MINDERS _.POUR -
3.� ALL TRAFFIC, �,ST DED.FROMPAVEME . W� I BY MEANS OF BARRIWES: -
CONTRAMOU
AND,.,SlGf4S UNTIL CONCRETE,ASAT . LEAST 1 pq"LD-
-STANDARD
No TO
m
4t SUWRADEAND LIME, SiA8. DASE'� TO BE CO PA= O MIN., 95% PROC,l. (ASTM, D 698);
R ORCE 0 CRETE;: PAVEM
CKN -NOT', T,L SQBLE-,
J DINT SEALER
E 0
'JOINT' ING; AS -PER
N� .RQ
MATER} ATE AS, SPE ET
'PICAC]".'EXPANSION -:'j( INT -r, "@'
T'ALL
CONCR
STR CTURE a.
UR 'SHA
1. ALL PAVEMENT.S FACES LCBE.BROOM FINISHED
PERPENDicuLAR -To PEDESTRIAN: TRAFFIC,;fLOW, 1 2- mc�A�Nslow J6Nr
1/8
LED ' RAD. ALL
Ex AP BE
0 ,GAP.. -INSIDE; DiA� �lp
SMOOTH "BAR D, WEL:, 1/2-
Tn
i p_
8 oo'WEL'� TO:, BE 'OlLff GR' AWbIX4 IF boweL;
w -4
EV"ION CAP,
SD�' �N .�40,SAE -,.GRADE- -ENGTHOFDOW L_�'
DtF%'Ri RCED
CONCRETE
FiT DOWEL A IES PER: PLAN —
VAR
PER JOINT DTL
'CURBAS PER:
-16� ',zEXPANSI N. JOINT- FILLER
E#�f64,
J E' SEALTIGHT�� �H SOEC' OR SOF44SEAL
440T AP LIEG'SEALANT_ MFD.' -WR. �MEADO
BY,
CURB de:GUTfEii 3 WO.C.6.W.
suet
MOTES_
_'SIDEWALK�-4- AT I,11 _E
U JZE�:#3��DOW Ls
AT, ALL. PAVEMENT EXIST, ol!r
ONTUSE EXPANSIQN�,A T,l -Es,,(
NTERFAC 7w
CONCRETE SIDIEWAX JOJN,
k�ION
NOT, TO SCALE
_N9T:T0:SCALE
M TO ".SCAM . .
TEN[? PEN
PAVEMENT_ RKING LOT'
12
V�RIE ER, SLOPE P
.:GATE
2- .3
5 P I
r.
2 4
'31
1OW
REIN F_ GONG
44
6' TAL -MI I' WALL�
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-0 :4� I SMOOT.H:EX flOWE 8'z PAWSIOW, 0
W/ DAFS,�.OR `ETES FS XTERIO
:b
NOTE'
-EXPANSION jofWrs IN 'tURB &' CUTTER S I' 'BE --
n-
'HAI
IS ANC5 R
T,'A MAXIMUWb t 'OF �50 A A T,.
'AND AT ALL RADIUS POINTS,. ��P.T., A NLI_ t,�
PE
SLOPE.�GU, E '-P R%'GRADING.4�
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