HomeMy WebLinkAboutC404 SITE DETAILS N N N m
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N NCD CD N
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EXTERNAL FLAT POST CAPS 4 PROVIDE EQUAL SPACES(8'4"MAX.) INSTALL 6'DOUBLE GATE N N o Q
GLUED IN PLACE PER MANUF. WHERE OCCURS. N CD r
HEAVY DUTY COMMERCIAL N
RECOMMENDATIONS
PROVIDE(3)HINGES AND GRADE VINYL COATED CHAIN o 0
A CANE PER LEAF. 2"(HINGE
1 1/2"RAIL LINK MESH.PROVIDE TOP 2"(HINGE CLEARANCE)
INSTALL A LATCH SIMILAR 8'-0"MAX. CLEARANCE) 3"MAX.
SECURE TO HORIZONTAL AND BOTTOM RAILS 4'-0"
RAILS SO THAT THEY DO TO NATIONWIDE 3/4"X 18 GA. 3"MAX. 4'-0"MIN. POSTS AT WELD STRIKE PLATE TO POST
INDUSTRIES 3"AIRSPACE PICKET 3"GA N MIN.
NOT COME LOSE IF THE `ARMORLATCH NW6244. BETWEEN PICKETS MAX 8'-0"MAX.,TYP. ( 2 112"0 POST SIZE- CONCRETE
1 \ FILLED AT GATE LOCATIONS.
POSTS MOVE(TYP.) EXIT DEVICE,SEE FENCE U)
6'-0"TALL X 4"SQUARE POST AT LATTICE EXTENSION. 1 1/2"RAIL GENERAL NOTES ON THIS SHEET. EXIT DEVICE,SEE FENCE GENERAL O
(� 8'-0"O.C. INSTALL POST WHERE PANIC BAR DOES NOT o NOTES ON THIS SHEET. 0
OCCUR,PROVIDE YARDGARD - a WHERE PANIC BAR DOES NOT OCCUR,
STIFFENERS AT FENCE ENDS, o -I J
CORNERS,AND AT 24 FT.MAX. � FORK LATCH OR SIMILAR.SEE (0 a PROVIDE YARDGARD FORK LATCH OR w
o J 3/4"X 18 GA.PICKET-COLOR: o J PLAN FOR LOCATIONS. p _ SIMILAR.SEE PLAN FOR LOCATIONS. W w
1/2"MAX/MIN.GAPS �. ZD a BLACK a o w Z g
EIf w of w _ PROVIDE STEEL PLATE ON BOTH w - PROVIDE STEEL PLATE ON BOTH w 2
m cU) U) SIDES OF FENCE AS NECESSARY En co SIDES OF FENCES REQ'D FOR O
c SEMI-PRIVATE PVC FENCE, o o - - --- - -
w POST SIZE VARIES WITH w U
- � - FOR MOUNTING EXIT DEVICE. MOUNTING EXIT DEVICE(WHERE p �
RAFAB WELLINGTON II OR v HEIGHT u u II II II II II II a II a II n PROVIDE 10"H.KICK PLATE - --- - - OCCURS) 0 w
EQUAL.(6"SLATS AND1/2" M z -
GAPS,TYP.) CAI II II II II II II II II II II II II II ON PUSH SIDE OF GATE ( PROVIDE 10"H.KICK PLATE U U
Y FINISH GRADE N o ON PUSH SIDE OF GATE
O
T CONCRETE SIDEWALK OR CURB _ "' CONCRETE SIDEWALK OR CURB a aH Z
c FINISH GRADE 12"DIA.SONOTUBE
k -• :+ k i�i I I :•� `" I I FILLED W/CONCRETE, 2 1/2"QJ POST SIZE 12"DIA.SONOTUBE FILLED
CONCRETE FOOTING � p 12"DIA.MIN. � M � p TYP. AT 5-0"O.C.MAX. W/CONCRETE,TYP.
•4. .. ."•�• U CONCRETE ^I,.I•;: U •L.I•:.
c POST BLACK ALUMINUM FENCE
3 11� SIMILAR TO AMERISTAR
1-0 FOOTING 1'_p" 1'0" 1--0'-
MONTAGE
� �� PLUS(STYLE: �� ,�
16 SEMI-PRIVATE PVC FENCE 15 ORNAMENTAL FENCE 14 ORNAMENTAL FENCE GATE MAJESTIC) 13 CHAIN LINK FENCE GATE Q
zZ
AS2.1 SCALE:NTS AS2.1 SCALE:NTS AS2.1 SCALE:N.T.S. AS2.1 SCALE:NTS w
PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER Q a
TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION �5_ a ti O
0 AND COMPACTION REQUIREMENTS.
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6" PORTLAND CEMENT 2 0 Y
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= O_
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Y CONCRETE (NON REINFORCED) On
T Y On
4"AGGREGATE BASE o U)
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N w
11
Q PROPERLY PREPARED FILLS, 1/4" THK X a" HIDE BIKE RACK. CID
STEEL PLATE.HELD INSTALL PLUMB IN h
m NATURAL SUB-GRADE SOILS, CENTERED TO 2"PIPE, GONG FOOTINGS.
AND/OR STRUCTURAL SITE POHDERCOAT TYP. TOUGH UP PAINT AS
'° GRADING FILL NECESSARY.
O
N
O
4" SQUARE STEEL PLATE.
GRBd G R
EASE EDGE. HELD TO EA 8" GURBSIDE ZONEPOST 10'-6" MIN
FOUR(4)SECURE 4PLATE
4' FURNISHING ZONE 01
-
BE
O REMOVABLE EXP BOLTS. PARALLEL" E31KE
ITR
PARALLEL l^1/STREET
DRY LAID PLATE TO BE
m E RICK OR POHDERGOATED WITH FURNISHING ZONE
HEAVY DUTY CONCRETE PAVMENT SECTION o GON BIKE RACK RAL 6009.
-� ';t PAVING Q
� NO SCALE
GONG PAVING
E PAVEMENT SECTIONS SHOWN ARE PROVIDED AS A REFERENCE ONLY. REFER
-U°a TO GEOTECHNICAL REPORT FOR ALL PAVEMENT, SUBGRADE PREPARATION
1/2" EXPANSION JOINT VERY 60',
`n CONTRACTION JOINT EVERY 6' AND COMPACTION REQUIREMENTS. PEDESTRIAN ZONE
w 4" STEEL TROWLED SURFACE MOUNT o 3'-0"
0 EDGES AND JOINTS MEMBRANE CURING
EP
COMPOUND (200 SF/GALLON) PERPENDICULAR
�, COARSE BROOM (STD. WALK AND MEDIAN ONLY GONG. FOOTING BIKE RACK ROH I
ONLY WHERE THIN
Q BE
FINISH 4" CONCRETE WALK (TYP EA WAY) T4- 2'-0" CLEARACHIEVED
-A EN I I I
ACHIEVED ADJACENT
TO BUILDING FACE OR
2 IN WIDER FURNI5HINGG r-
3" ASPHALTIC CONCRETE ZONE AND NOT o
P P DIRECT BURY IMPEDE MIN 6'HIDE
_0 t> C e 4" CRUSHED AGGREGATE BASE PEDESTRIAN ZONE Tn
- - BUILDING FACE
o - - 10 STRUCTURAL SUBBASE BIKE TO BE 2" ROUND SGH 40 STEEL PIPE;
'- -III=�= '- III PROPERLY PREPARED FILLS, NATURAL SUB-GRADE SOILS, AND/OR STRUCTURAL SITE GRADING FILL PONDERGOAT RAL-BEND TO FORM 4 0i.ry DIMENSIONS As sHowN.
ry COMPACTED,
v APPROVED
CIE SUBGRADE BIKE RACK BIKE R�4GK SPT4GINC
Q
NOT TO SCALE
NOT TO SG
E 3 NOTES:
-_ 1. ALL EXCAVATION, COMPACTION AND BACKFILL INCIDENTAL TO J
00 00 L) UNIT PRICE BID FOR 4" SIDEWALK
CINI
� o
N __ CONCRETE SIDEWALK ASPHALT PAVMENT SECTION
O �
NO SCALE NO SCALE W
L_ N in
Q
c Q 2M Q.D.STEEL PIPE OR 2%' O.D.STEEL PIPE OR WIDTH SHOWN ON PLANS W
(10 2'/Z"X 2�/2"X/e"ANGLE 2�/2"X 2�/z"X/�"AN OPENING WIDTH CHAIN LINK FENCE GATE HARDWARE TABLE GATE GROUNDING TABLE NOTES
3'TO f8' MIN./""GALVANIZED PRESSED STEEL FENCE DIST.FROM GATE GROUNDING
IS/8"O.D.STEEL PIPE OR 1. 22 BRACE SPACING TABLE ��� �I - GATE OR MALLEABLE FERROUS ALLOY. ➢NE LATCH TRANSMISSION LINE kV TYPE TYPE I, CONSTRUCT GATES FROM THE MATERIALS SHOWN ON FENCES STANDARD
U g "-" 2"X2"X�/q'ANGLE �_I I_ VERTICAL STAYS �� WOOD TERMINAL LFORK
ATCH
PER EACH SINGLE GATE WITH BENT MIN
23/g''O-p-5YEEL P]PE ORS oa pIST ANCE METAL TERMINAL _I I_ _3" H GATE LATCH 3 .. 0'- 100' 500 1A,2,3 ROD DRAWING UNLESS OTHERWISE SHOWN.
p 2/aX OA%`••i%e'EL ANGLEE OR ' X. E X' ANGLE 1 O o¢ FENCE BETWEEN
METAL WOOD BRACE SHOWN (SEE TABLET rr BRACE SHOWN W LATCH /a DIA. ATTACHMENT BOLT, WASHER & NUT. -IOC 500 1A.2,3 FENCE 2. ALTERNATE GATE DESIGNS MAY 6E USED WITH ENGINEER APPROVAL,
E1 2/2" 2/2" /4" TYPE BRACES BRACES c> 10D 230
O 0 I8 SO.OR C'- 345 1A,2,3 RDD 3- CONSTRUCT MATCHING METAL OR WpOD TERMINAL BRACES ON BOTH SIDES OF
� 1,. <66 NONE NONE o x ___ FENCE SIDE THE GATE OPENING,MODIFY THE TERMINAL BRACE ON THE HINGE SIDE ❑F TYPE
D7 A„{1° 18"DIA t50' 345 lA,2.3 FENCE
1,S.& 9 6b'TD 6fi0' SINGLE SINGLE w HOR[Z.BRACE MIN.'/"GALVANIZED PRESSED STEEL WITH IA GATES-
Ti, CONCRETE MATCH FENCE ,.,a TWOe"U-HOLTS. LOCK WASHER & NUTS PER 50'- 100' 230 1A,2,3 FENC£
'^ 660'TO 990' DO NOTE 660' DOUBLE z 'SEE NOTE NO.$} �� 4. GROUND GATES THAT ARE NEAR POWER TRANSMISSION LINES OR THAT PASS
BLOCK WERE SPACING HEAVY HINGE- USE 2 HINGES PER GATE LEAF UP.TO
+•:, i `- ";cy'". _ <33' NONE NONE � f ��ro UNDER TRANSMISSION LINES. GROUND BY CONNECTING THE HINGE SIDE OF THE
GATE w ` 8'IN WIDTH AND 3 HINGES PER GATE LEAF GATE T❑ THE FENCE DR TO THE FENCE AND A GROUNDING ROD. SEE THE GATE
3 33'TO 330' SINGLE SINGLE HINGE I WIDTHS GREATER THAN 8'0HESE HINGES ARE
78"S0.DR 18"DIA, lz/g"0,6.5YEEL PIPE DR �� * GROUNDING TABLE AND GATE GROUNDING DETAILS. ENSURE THAT THE GATE IS
:1 330'TO 660' DO NET EXCEED 330' DOUBL£ RECOMMENDED FOR MAINTENANCE & COMMERCIAL GATE VERTICAL STAY TABLE
L CONCRETE$LOCK 2"X 2"X'/"ANGLE 12•�2 - GROUNDED WITH A FLEKIBLE COPPER CABLE- TYPE 1 CATES DO NUT NEED TO
w C l2"50.OR 12" DIA. , l2"SQ OR 1.2"DiA.� � 4 INTEGRATED INTO CHAIN LINK FENCE - GATE INSTALLATIONSL GATE GATE NO-OF 6E GROi1NDED.
O CONCRETE BLOCK CONCRETE BLOCK ��- _ SIDE TYPE WIDTH VERT-STAYS
Q -� - 9 GAUGE BARBLESS 9 GAUGE BARE LESS GATE GROUNDING 5. CONSTRUCT VERTICAL STAYS AND HORIZONTAL BRACES IN ACCORDANCE WITH
O LINE BRACE TERMINAL BRACE CORNER BRACE . I.
WIRE LOOPS WIRE LOOPS (SEE NOTE N➢.41 4 7a 6 O
THE GATE VERTICAL STAY TABLE AND THE GATE HORIZONTAL BRACE TABLE
TYPE I 8'TO 12' [ 6- WHERE 7W0 TYPE IA.TYPE 2.OR TYPE 3 GATES ARE USED IN A SINGLE
w _0 NARROW SINGLE LEAF GATE 9 ® , OPENING.PROVIDE A DROP ROD TD SECURE THE GATES.
p, >° MIN./'"GALVANIZED PRESSED'STEEL WITH ]a'TO I&' 2
s 7. ON THE GATE LOCATION DETAIL,WHEN D IS S'OR LESS,INSTALL CATES AT
a; METAL BRACES FATE TYPE 1 RESIDENTAL U DIA.x 3" CARRIAGE BOLTS; LOCK WASHER & <'TO 6' 0 THE RIGHT-OF-WAY LINE. WHEN D IS GREATER THAN 5',INSTALL GATES AT
LATCH SIDE HINGE SIDE NUTS PER HINGE. USE 2 HINGES PER GATE LEAF TYPE lA B'TO 13' L
(� C OPENING. WIDTH 8'T➢ 111' GATE HINGE a UP TO 6'IN HEIGHT AND 3 HINGES PER GATE THE END Of THE APPROACH CONSTRUCTION OR AS OTHERWISE DIRECTED BY
FOR FENCE TYPES 1.5.& 9 14'TO 15' 2 THE ENGINEER. IF INSTALLED AT THE END OF THE APPROACH,ANGLE AND
f$EE NOTE ND.5) a LEAF HEIGHTS GREATER THAN &'.
to 3'Tp T O INSTALL RIGHT-OF-WAY FENCE ALONG THE EDGE OF THE APPROACH CUT OR
TYPE 2 FILL SLOPE.
NOTCH �, 8'TO 16' i
J U 8. TYPE DIN GATES
%2.TYP,SPACING GATE WIDTH 2�/" e„ >a GATE 3'TD T 0
U - 1/2 TYP.SPACING 2� G - LATCH A. CONSTRUCT GATE ENDS AND VERTICAL STAYS FROM A SECTION OF METAL
2 TYP.SPACING o�w? S Ol S Or 1 1, TYPE 3 8'r0 IS' i FENCE POST OR ROUND WOOD POST 2 �/' TO 3" IN DIAMETER. PLACE
�I 16 GAUGE,L56"O.D.STEEL TOEING WOOD TERMINAL -_--__ 4--_ --- '9 , 16'TO l8' 2 z
METAL TERMINAL o=�-- - 'A ---'A -- MIN./a"GALVANIZED PRESSED STEEL. DROP ROD LARGER WOODEN STAYS AT THE GATE ENDS. .. ■
NOTCH ^X FRAME & HORIZONTAL BARS 8" WOOD BRACE SHOWN o O� O j W
NOTCH BRACE SHOWN �4" METAL z INDUSTRIAL GUIDE ]NCLUDES B. ATTACH WIRE LOOPS MADE WITH A DOUBLE WOVEN 9 GAUGE BARBLE85 WIRE
/0. K 3"CARRIAGE BOLT WITH
4 Xa n z� HORIT-- VERTICAL DROP ROD LOCK WASHER & NUT, ORgP ROD FORK ES TD BE
rn 4"%4" RACE RACE OVE
OR A SUITABLE CHALK ADJUST THE LaaPS SO THAT THE GATE 15 7AUr
BRAG BRACE STAY FORK & GUIDE WELDED TO ROD & PAINTED WITH AN APPR➢VED WHEN CLOSED. FASTEN THE LOOPS TD THE ADJACENT LATCH/HINGE POST.
4" DAP Y4"DAP T/4"DAP �e"DPP 4"DAP SEE NOTE �In GATE HORIZONTAL BRACE TABLE
ZINC RFCH PAINT.
`*1 NO-Z G. STAPLE THE STAYS AND END POSTS TO THE CONNECTING WIRES.
GATE GATE NO.OF HORIZ. 9. TYPE IA GATES'
TYPE HEIGHT BRACES
E I _, - v 'O TYPE SA 4.33' 4 A. USE A ER,7-5" METAL U WOOD POST ON THE HINGE SIDE.USE A 4"
'�T}} a "� NOTCH 44.3 5' 0 DIAMETER,T-is METAL TUBE OR A T NA N 18" B'WOOD POST N THE
nL _ I WIDE SINGLE LEAF GATE TYPE 3 METAL POST IS USED,SET THE POST IN AN IS" 50VARE DR ROUND
6'TO 8' 1 FOUNDATION, v
C LINE BRACE TERMINAL BRACE CORNER BRACE ;• B. ENSURE THAT HINGES ON CATES WIDER THAN 10'HAVE LEVELING THREADS
v ERTICAL STAYS a GATE GROUNDING DN A%4"DIAMETER OR LARGER ROU.
!_ MIN-FOUR (SEE TABLET o (SEE NOTE N0.47 24'MAXIMUM OPENING WIDTH FLEXIBLE FLEXIBLE C- ENSURE THAT LATCHES ARE LOCKABLE-
_ o CONNECTING CONNECTING
O (6 HORIZ.BRACES OVERSIZED HINGE POST 3 SEE NOTE NOS.5 & 6) CABLE CABLE D CLEAR THE GROUND NEAR THE GATE so THAT THE GATE CAN SWING 90"IN
/ WOOD BRACES - (SEE NOTE NOS-3 & 9) �- HIGHWAY R/W LINE , EACH DIRECTICN.
r DROP ROD --- i -`-- END OF APPROACH 10.TYPE 2 GATES- Q
LATCH SIDE TC
GATE TYPE ]A HINGE SIDE eo^oz RGSS�ly LAO�DO HIGHWAY CONSTRUCTION A. FABRICATE
WALL THICKNESS OR IH DIAMETOE D GALVANIZED R GALVANIZED PIPE. TUBING WITH
^(Q FOR FENCE TYPES 1,5,& 9 =w. SHOULDER D LL z
Fa �" O yleJh GATE i GATE B. USE I2.5 GAUGE OR HEAVIER GALVANIZED WIRE MESH.
3'T❑ l6' WOOD TERMINAL M 1� C. E4UIP GATE WITH AN PDJUSTABLE DIAGONAL TRU55 ROD. THE TRU55 ROD Q O
DOUBLE TERMINAL BRACE METAL TERMINAL zw �� LL
DOUBLE LINE BRACE BRACE SHOWN BRACE SHOWN 4N TIGHTENER AND NON-TIGHTENING END DF THE TRUSS ROD MAY BE WELDED
Vf RTICAL STAY ISEE TABLET " La-�APPROACH PROFILE TO THE GATE.
M Sf gpA TA61E NOTES ---- ---- �_ D. USE GALVANIZED MALLEABLE STEEL HTNGES AND LATCHES. Q Q Q
CUT SECTION
70 CE SPACING TggLF CORNER BRACE SEE gRACE Sp AG1WG DOUBLE PANEL �� L. USE METAL BRACES WHEN METAL FENCE POSTS ARE USEL _ DROP LATCHHINGE " MIN. HIGHWAY E PAINT WELDS WITH LTD PAINT FORMULA N0.2. W
(� ty U5E WOOD BRACES WHEN WOOL) FENCE PASTS.ARE USED io .". BASE HINGE SIDE SHOULDER HIGHWAY R/W LINE_ F. CLEAR THE GROUND NEAR THE GATE 50 THAT THE GATE CAN SWING 90°IN O
Q N �SEE NOTE ND.2 "+ 4" MW. -I SIDE s EACH DIRECT]➢N.
$ 2. USE DOUBLE wDnD CORNER BRACES WHEN THE EXTERIOR f� 1G"MIN. MINIMUM 8'a/a" END OF APPROACH
N N ---��I� FENCE CORNER ANGLE EXCEEDS 30°- INSTALL DOUBLE LINE ` ° ♦� GROUNDING Rpp 1L TYPE 3 GATES A/
LL SINGLE PANEL AND TERMINAL BRACES IN ACCORDANCE WITH THE FENCE APPROACH CONSTRUCTION ! CHAIN LINK FENCE HARpWARF MAY VPRT SpMF WHAT FROM THAT SHOWN- Ii
DOUBLE LEAF GATES LJ _
GRACE TABLE- PROFILE D ENSURE THAT THE HARDWARE AND MATERIALS USED ARE UNIFORM AND a Li
y n
EXTERIOR ANGLE 3. SEE THE BRACE SPACING TABLE FOR THE MAXIMUM - COMPATIBLE. W
SEE NOTE NO.2 & DISTANCES BETWEEN BRACES- EXAMPLE OF EXAMPLE OF FILL SECTION B- PAINT WELDS WITH LTD PAINT FORMULA NO 2. O
FENCE CORNER DFTAIL - FENCE GROUNDING ROD GROUNDING L,f
W '•- ` TRU55 ROD � GATE TYPE 3 C '90EIN EACHGD DIRECTION-
(SEE THE GATE $O THAT THE GATE CAN SWING � � a
g WOOD DOUBLE BRACE PANELS FENCE CORNER DETAIL GATE CH- - - FOR FENCE TYPE a GATE GROUNDING DETAILS GATE L[]CATIUN DETAIL
a�
(SEE NOTE N0.4!
-6 (SEE NOTE NO.7S
12.DRAWING NOT TO SCALE.
O GATE TYPE 2
O (>3 �011GII�11011D ONAL F rl;
ONAL F o"Ica"u sroaeo TONAL FLATCH SIDE FDR FENCE TYPE 3 H]NGE 5EDE �S � neATps �laan w.CI- Ida 4 T ti se.Idalw +� l try (A "Ise.Idalw l rti
N 4 F"q'f'q P 4 F Rf Rf'T 9
U REVISIONS STANDARD DRAWING Fc° ° REVISIONS STANDARD D#�AWING Fc° ° REVISIONS STANDARD )RAW] 1c °
SCALES s+DwN IDA�IO English It seA Es sHowN IDAHO 44„ English �� seALEs sHowN IDAHO �4H English ��
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W N0 DATE BY N0 DATE BY NO DATE BY ARE FL}R il" L 17" k0 DATE BY N0 DATE BY ND DATE BY ARE INT il" L 17" k0 DATE BY N0 DATE BY ND DATf BY ARE FNT
U PRIN75 6NLY TRANSPORTATION g STANDARD DRAWING N0. F"p'� �,�8 PRIN75 6NLY TRANSPORTATION g STANDARD DRAWINU NE. F"p'�' �C,�B PRIN75 6NLY TRANSPDRTATIDN g STANDARD DRAWING N0. F"p'� �,�8 ♦^
i O g � 7s N s s a g " �►�N� g . v
Z N CAOD FILE NAME' DEPARTMENT .A. FENCE BRACES 610-3 rQ zf z`' CAUD FILE NAME' DEPARTMENT � .A. GATES
610-2 4 cAUD FaE NAVE DEPARTMENT .A. GATES 610-2 r4 zf
� 610-3_1216.6 n GRIGINAL SEGNEa BYE 7ED MASON 9� �OF 61"-2_1216.6 n GRIGINAL SIGNED BYE 7ED MASON 9� �OF � 610-2_1216.6 n GRIGINAL SIGNED BYE 7ED MASON
Q DRAWING PATE' CESLGN/TRAFFIC SERVICES ENGINEER 0.LgjyG DRAWING OATC' ROISE IDAHO CESLGNiTRALFIC SERVICES ENGINEER REQUIRES STD-DWGS-610-I& 610-3 O•LANC DRawINO PATE' 8015E DAHO CESLGNiTRALFIC SERVICES ENGINEER REQUIRES STD-DWGS-610-I& 610-3 �•LANC'
Q NCVEMBER.2m6 BOISE IDAHO REQUIRES STp-DWG-CIO-1 SHEET 1 GF 1 NCVEMBER.2m6 SHEET 1 OF 2 NCVEMBER.2m6 SHEET 2 GT 2
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Sal Ca//811 CAUTION: NOTICE TO CONTRACTOR
LU o Before
Dr�reYou THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
a
E SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, ui w
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
JI E
ja CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
-°a I� REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHEET NUMBER
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. _ C404
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