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STEEL PIPE DOLLARD PAINTED >- W
E TWO COATS OF EXTERIOR ENAM LT � �
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o STORZ CONNEG110N I PIPE PILLED WII RESIDENTIAL ' ?,�1I�#
FIRE HYDRANT
NDUSTI�IAL t�0I�MEf�CIAL 6 CHIN
LOCATE STAl1DN, SEE SEE SEC. 403 r-. RESIDENTAL SLEEVE`
SAGE OF
SEE DRAWING Ian DRAWING HYDRANT I � INI}t15Tl�lAir SLI�VE 7 a 1
SIDEWALK ,. „ FINISHED GRADE
F1 15H GRADE -1 FROM 13AOIC OF SIl]I'yVALi{ FINISHED
� ' `' PAVEMENT
SECLIIE Vk'I J1 WELDED
OR 2�4 —2B FROM 19ACK OF: CURES RING AND LOCK Lo
BURY LINE FOUR SEPARATED SIDEWALK � o O v
REFER TO DRA41 NG WI l I I z z
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WJRE DRAIN ROCK EXTENDS � { � ^ o_ v O
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GROUNDING W W �SCAST rIN(MINIMUM)Prs I+<LACE {} �'';I� I�7+_, z H w
1 HORIOt�JrAEl.Y �'. ? ^ w }
(a FROM EACH SIDE OF CONCRETE � i
c 6" VALVE FILTER CONC< E3ASE AND !' '' F TAB1.F FOR 51ZI[JG. 'r< ■ s
o MCI x HANG FABRIC THRUST ESL cK AI�4a �`iti GROUt+E[? SLEEVE SEE--,.";,� I <"t c, o z Y
= MAGNESIUM n FIRE HYDRA lT INSTALLE❑ FOUNDATION y,il l I 1 = W o
> K �1 GROI�Ni]II+IO I VElR77CAI tY TO '� :' i { rn "j } w
(D M x 1a TEE ANODE; in ABOVE HYDRANT N0 A-FER SERVICE .. w (r
E NJ x MJ x FL AGE) , . , ro"p ,. DRAIN }-TOLE , � ry' R � �L� � -i c~n �
T WITH THRUST E3IOCIC C" DID. PIPE ' ; %; %J's .�- �,,; 4 , "I' ��` "~ •-'ha +''La
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CONNECTOR (AT LEAST 1 J9"} r •
o �'�. krtr �.} + 'a•, �,B" PIPE 8" <S " 13FODING CHIPS .' r'•+
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5'. PIP q N
a I]IiAEN - (SEE TABLE:) ■ '�
XEEP CLEAR
m FROM
1 + 1T-F-E14 -41 +HI 14441+-H 1. H 14 WENTEIR OF PERMANENT J3C3LLARD IN T L-LATION REMOVABLE 6OLL�+RD INES T1a1LL1s,TIOIV
N CAST IN PLACE CO[ C. METER VAULT r SECTICDN VIEW SECTION VIEW
VALVE SkJPJ'oitT ALI. MJ CONr�IECTIOMS w THRUST FLOCK WM PEROI'FRT1'LTNE
SOLID PRECAST JOINT RMTIRAINT FITTINGS �� OF OF THRUST
m OOIORETF BJaaCE
E3I1]CK EREgIJIREI« '4' (MAXIMUM)
w? 1" X 1° X 2" THIC {SEE N UTE No, 5) �•- , , :t'• ''. -
I< SOLID PRECAST CONCRETE BLOCK 1 ti' "�'; �: � {' :or
THICK j '
1' S{ 1' x 2" "-14" Ff01 E3AC1{ O>" S117E1NALK y' I*DE4Y�L�f <"x, r {+ i1 :7ti.' '•'r
ik
C N SOLIa PfMEGA57 OR 24"-26" FROM BACK OF CURES ..
GOT~1CRI1'EA ELI9CICS .• y
B" x e x 24" WIDE FOR SEPARATED 50LWALK
N TES 3•
CURB &
1. dOINT RIESTRAINJTS TO BE USM AT ALL TEES, MTMGS, AND JOINTS FROM MAID TO HYDRANT. GUTTER
O
Z ALL AUXILIARY VALVES SHALL BE LOCATED AT THE TEE ON THE WATER MAIN AS SHONJI'.1 oN THIS DETAIL< E. 3
En 3. PLACE LOCATING WIRE TO LOCATOR STATION, TAPE TO TOP OF PIPE EVERY 10' MAX. SPACING. SEE STANDARD DRAWING 0-5
FOR PLAN V<EW DETAILS, h
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m �Ir ALL �#- 1 2" QU'fLFTS TO BE P011d'IM TO`,1+Al�bS PRIMARY STREET OR ACCESS ROAD. '
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5, ALL FIRE HYDRANTS SHALL HAVE A MINIMEIM OF 5' RADIUS FROM MATURE; LANDSCAPING OR OTHER FIXED VERTICAL OBJECTS F[FRE HYDRANT & WA SlElI�UI�E ■ ■ 1901J,ARDS
L
SEE DFAVONG W9. IINSTALLED - SAME SLOT TYPICAL
o B. HYDRANTS WILL OF INSTALLED TO GRADE TU MANUFACTURES DESIGNATED BURY LINE ON HYDRANT,
TYPICAL DOLLARD ITV,9TAL,L.ATtON I-EYDRANTI BC)LLARD SPACING
7. HYDRANTS SNAIL NOT BE PLACE13 WITHIN 10 FEET OF DRAINAGE SWALE5. JN C;0MKAERC-IA1, PARKIN AI�rA PLAN VIIEVV
m 8. HYDRANTS TO BE INSTALLED LEVEL & FLUMB. P=NF—RAL NOTES
0 1. SEE CITY OF MERITDIAN STANDARD DRAWING W6 FOR ELEVATJON SET OP METER VAULTS. RI�TF�
0 13. INSTALL GROUNDING ANODE AT PIP41 M LJM 24 INCH DEPTH.
2. HYDRANTS SHALL NOT BE INSTALLE O WITHIN 10 FEET SWALErS. 1. ROLLARDS SHALT, MEET ALL REQUI REMENTS OF SECTION 312 (VEHICLE IMPACT
� 10. ALL FIRE HYDRANTS SHALL HAVC STORZ CONINEDTION; EITHER BUILT IN OR APPROVED ADAPTOR MAY BE USED. 3- FIRE HYDRANTS AND WATER METER VAL1l,Ta SMALL HAVE A MINIMUM OP V PAI]IUS PROTECTION) OF THE INTERNATIONAL FIRE CODE (CURRENTLY ADOPTED EDITON).
-a 2. VERIFY LOCA71C)N OF UNDERGROUND t)nLITJJ;S BEFORE EXCAVATING FOR
m 11. ALL FART; HYDRANTS INSTALMD PUT NOT ACTIVATED MUST BE COVERED WITH AN APPROVED BAG. CLEARING FROM MATURE LANRSOAPhG OR OTHER FIXED VERTICAL OBJECT'; INOLUDINCFI CONCRETE BOLLARD #•OLJhJdATIOId.
16 CL FENCES. WHEN PLACED IN PARKING LOT ISLANDS Ott OT112K AlRW SUSCEPT113LE TO
12. LOCATE STATION MAY BE; MO= TO SIDE DF HYDRANT IF NEEDED TO MEET SPACING REQUIREMENT DAMAGE FIR OM VARIED TIRAFFIO PATTERNS, DISTANCE FROM BACK OF CURB SHOULD BE 3. 13OLLARDS SHALL ESE I'NNTM 'SAFETY' YELLOW.
C REVISED WRCH A22 $�'U42". REVISED VEC2017 y
c>3 REVISED HAARCH � CITY OF MERIDIAN STANDATRTD 0ROOI G N0. 1
CITY OF t','TERIDIAN STANDARD DRAWING NO,
E SUPPLEMENTAL CITY OF ME-RiD[AN STANDARD DRAWING NO. SUf3PLEMENTAL j
00 SPECIFICATIONS FIRE HYDRANT DETAIL � SUPPLEMENTAL WATER SERVICE 1 sPI=cIFICATION FIRE HYDRANT BOLLARD
1 TO THE IOAHO STANDARIDS FOR TD THE I ODIC S EA%d AkDS FOR wlo
SpEOEFiOATIONS
N o PUEUCWQe%SCJON2TRUCTIaN T4TTiEIDAISE) 1AH�I7hFinsEE)Ht FIRE HYDRANT LOCATIONW9
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7 12'-0" 12'-0" SPECIAL SAG SECTION, EXTRA
2l
- LINE FENCE WITH LINE BRACES Lu
U 5'-b" 5'-6" _ -C" 6'-0" +i INTERMEDIATE LINE POST TO BE CENTERED AND DEADMAN (SEE NOTE NO.X) CHAIN LINK FENCE HARDWARE TABLE WRAP TIE WIRES TWp
;� ;� BETWEEN BRACE POST AND LINE POST WHEN COMPLETE TURNS
SPACE IS GREATER THAN NORMAL POST SPACING CORNER. ENE) AND GATE POSTS SEE STANDARD SPECIFICATIONS FOR HIGHWAY CDNST AROUND THE FENCE
U WODD POST v WOOD POST INSTALL AN ADDITIONAL LINE BRACE FOR CENTERED INTERMEDIATE LINE PASTS CHAIN LINK FENCE GROUNDING TABLE
C METAL POST METAL PAST v SLOPE CHANGES GREATER THAN 20° FABRIC DN EACH END —
O_ _ RESUME NORMAL SPACING TYPE I GATE (DITCH LINE POST SEE STANDARtl SPECIFICATIONS FOR HIGHWAY CDNST. FENCE ISS O FROM GROUNDING
(D a iu io w a MAINTENANCE GATE) TRANSMISSION LINE 'kV INTERVAL
BRACE RAIL/TOP RAIL SEE STANDARD SPECIFICATIONS FDR HIGHWAY CDNST.
.0- ;� a - ;n - ;o s - 0'-100' 500 200'
0 0, o o CAST NON-FERROUS ALLOY OR GALVANIZED 1G0'- 200' 500 50T cn
m - In ;fl - .2 DIRECTION OF FENCE CONSTRUCTION-
) POST CAP PRESSED STEEL CAP, MUST FIT SNUGGLY ON 01- 100, 345 400'
O = n , PAST, l00'- 150, 345 1,000' LINE POST
9 GAUGE WIRE STAYS °? iv 7- ;? 9 GAUGE WIRE STAY ;E, INSTALL ADDITIONAL LINE EXAMPLE WOOD POST 520 ® GALVANIZED PRESSED STEEL MIN.3/Z' THICKNESS 50'- ]00' 330 500' CHAIN LINK FABRIC
w2:1 BETWEEN POSTS iv - BETWEEN POSTS BRACE WHEN CHANGE 1N EXTRA LiNF POST 12" C EAk.ANC EYE-TOP CAP 0R GALVANIZED FERROUS ALLOY
`" `" GRADE EXCEEDS 20' EXAMPLE STEEL POST WITH WIRE ATTACHED UNDER TIMBER ABOVE WATER CHAIN LINK
Q O TYPICAL SAG POST (SEE NOTE N0.31 CL•455 L- MIN./$' x 3/4"MIN.GALVANIZED STEEL
STRECHER BAR BAND FENCE TIE DETAIL
IA (WDOD) IB (METALY 3A (WOOD) 33 (METAL) 5 A (WOOD) 5 B (METAL) ONLY ONE BRACE E I]UIRED SET AN EXTRA TWE PAST, APPROXIMATELY CENTERED, CLASS 2 MIN.T/gZ" x fig"MIN.GALVANIZED STEEL
FENCE TYPE 1 FENCE TYPE 3 FENCE TYPE 5 FOR STEEP CHANGE IN WHEN SPACE BETWEEN DEADMAN AND BRACE POST Q
LLI _0 SLOPE UR WITH GATE IS GREATER THAN NORMAL FENCE TYPE SPACING CLASS i- M]N./g" z 3/„"MIN.GALVANIZED STEEL COIL TENSION WIRE K�V(AFTER)
SELVAGE
POST TENSION WIRE/BRACE BAND
+O+ 16'.-6" TYPE I CAFE o CLASS 2 -MIN.3/az" x 5/c"MIN.GALVANIZED STEEL TWISTED SELVAGE (AF TER] PLAIN WIRE EN➢
...-� c%4" BRACE BAND
5'-6" 5'-6" M SEE PLACE ANGLE ANGLE ��' WIRE AND WIRE MESH FENCE GROUNDING TABLE IFLOOD GATE) BARBED CR WOVEN WIRE FENCE NOTES BEFpRE1 TRUSS R00
I CLASS 3- ," DIA x t +"GALV.CARRIAGE BOLT HUG RING. TIGHTENER
T WIRE I _ NOTE STAPLE STAPLE STAPLE WIRE J f FENCE DIST.FROM POST GROUNDING 9. WHEN A FENCE LINE APPROACHE5 A DITCH,GULLY,OR BAND BOLT CLASS 2 - 3/s" DIA.x 11/4"GALV.CARRIAGE BOLT, rPOST
fgPT]pN ll IOPTION 2) {ppTlpN 37 NO 4 LEVEL DOWN UP 1 TRANSMISSIONLINE kY MATERIAL INTERVAL >20 120, DEPRESSIQN,PLACE 7HE LAST PAST ON LEVEL GROUND CLOSE (LOCK WASHER & FLAT WASHER FOR EACH BAND) 1 TRUSS RCD
W[RE 2 0'- I00' SOD ALL 200, ENOUGH TO THE EDGE OF THE DROP-OFF THAT THE TW MAY I
WIRE 3 _ _ BE STRUNG Tp A PDST IN THE DEPRESSION WITHOUT - - -
- W€RE 4 _ I 3„ 100'- 200' S00 ALL 500' MAXIMUM TOUCHING THE GROUND. /' GALVANIZED PRESSED STEEL OR GALVANIZED
WOOD' METAL _ - f1 I STAPLES 1 01- I00• 345 ALL 400' CLEARANCE [0- WHEN THE DEPTH OF A DEPRESSION ON A TYPE 1,5,OR 9 RAIL END l(i\�l MALLEABLE FERROUS ALLOY MIN-I/T
POST 9 GAUGE WIRE STAY (TYp_I POST I� 100'- 150• 345 ALL 1.000' ATTACHED UNDER TIMBER FENCE EXCEEDS THE TDTAL VERTICAL WIRE SPACING OVER A �[1� THICKNESS ON BACK BOLTING APPENDAGE 1 1
N N - - 50'- f00' 230 ALL 500' (SEE NOTE NO.X) MAXIMUM HORIZONTAL RUN OF 2 FENCE SECTIONS,CONSTRUCT W
,� 11 FENCE TYPE 9 - NORMAL POST STAPLE RISE POST STAPLE DIP POST STAPLE (SIDE VIEW) cFRONT VIEW? EXAMPLE FENCE APPLICATIONS AN EXTRA FENCE SECTION THROUGH THE DEPRESSION. SEE THE GALVANIZED PRESSED STEEL UR GALVANIZED WIRE SELVAGE DETAIL TRUSS RDD TIGHTENER DETAIL
O EXAMPLE FENCE APPLICATIONS_ BRACE END MALLEABLE FERROUS ALLOY MIN.3/" SEE NOTE NO-15)
WILDLIFE FENCE WOOD FENCE POST STAPLE DETAILS DROP FENCE STAPLE DETAIL FOR FENCE TYPES 1,3.5.& 9 [i. IF THE DISTANCE BETWEEN THE DRUM) AND THE BOTTOM WIRE ���J THICKNESS DN BACK BOLTING APPENDAGE
DPT. WIRE 1 WIRE 2 WIRE 3 WIRE 4 N (SEE NOTE N0.4) {SEE NOTE NO D OF A TYPE I GATE IS GREATER THAN 16",INSTALL AN UNDER � 3
N TIMBER,ADD I TIONAL WIRE,AND WIRE STAYS.AND BRACES- •y CLASS i- MSN. " FORMEO GALVANIZED STEEL
(10 -A 1 BARBED BARBED BARBED BARBED 9-B BARBED CR WOVEN WIRE FENCE NOTES TRUSS RDD TIGHTENER ey CLASS 2 - MIN./,' FORMED GALVANIZED STEEL
E (WOOD) (METAL) SEE NOTE N0.6
2 BARBED BARBED BARBED SM00TH 9 GAUGE WIRE STAYS 1.DESIGNATE POST MATERIAL ON PROJECT PLANS. INDICATE CHAIN LINK FENCE NOTES
.�+ 3 SMDGTH BARBED BARBED SMOOTH - WHETHER THE FENCE WILL BE A OkOP FENCE-AND THE T/s"GALVANIZED, NC THE AGED ROD, LOCK v
C) (� _ _ LOCATION WHERE DRCP FENCE STAPLES WILL BE USED POST CAP TRUSS RDD WASHER, & FLAT WASHER WITH TWO 90' 12, THE MINIMUM FENCE HEIGHT IS B'WHEN BARBED WIRE AND
C R/W f•.'I ._ BENDS OPPOSITE or TREADED END THE 3-WIRE BARSARM ARE USED. DC NOT USE RAZOR WIRE
2 DESIGNATE OPTION 1,2,0R 3 FOR FENCE TYPE 9 - WILDLIFE
LINE _ _ FENCE -DN PROJECT PLANS. CQRNER.END OR LACK IEFAST W1 GALVANIZED STEEL, NOT TO BE USED DN R!W SEE NOTE NO.20 WITH THE 3-WIRE BARBARN,.
., rx GAT{= POST BACK & FASTEN W]TH EYE-TOP CAP TOP RAIL SLEEVE FENCER, MUST MEET REQUIRED PIPE THICKNESSES 13. SPACE POSTS EQUAL DISTANCES APART,30'MAX]MUM SPACING.
U 3.ATTACH ANCHOR PLATES TO METAL POSTS UNLESS THE POST TWO I/q"CABLE CL PMPS 14. ADJUST THE POST TOP ELEVATIONS TO PROVIDE A SMCDTH VISUAL
/ - _, - IS SET 1N SOLID RACK_ GROUT DRILL HOLES WHEN METAL LINE POST
(D 3 '� i _ TENSION WIRE BAND COIL TENSION WIRE CLASS 1- MIN.1/g" x 3/q"GALVANIZED STEEL FENCE PROFILE. INSTALL CORNER POSTS AT HORIZONTAL BREAKS IN
co R/W POSTS PRE SET IN SOLID ROCK, CORNER,END. 9 GAUGE HOG PASS COIL EYE-TO WIRE THROUGH T£NSIDN BAR Q
y \y 4.STAPLE EACH WIRE TO EACH WOOD POST- STAPLE ALTERNATING OR GATE POST RINGS EVERY 12" LINE PDST EYE-TOP CAPS CLASS 2 -MIN./g" x s/6"GALVANIZED STEEL THE FENCE E EN OR MORE-
�_ PLACE WIRE 50 C'\ ' LINE y )5, STRETCH THE FENCE FABRIC SMDpTH 5❑ THAT IT HAS A UNIFORM
C } THAT WIRE PALLS WIRES ON MESH WIRE FENCES USE TWO STAPLES ON BRACES - TYPICAL APPEARANCE.
•(A F-"' AND IN SAG SECYIONB. ROTATE THE STAPLES TO STRADDLE 9 GA.HOG RING 10'MAX. 300'MA7(-SPACING ]0'MAX. ]0'MAX. LINE POST
AGAInST POST y �- I W TWO 9 GAUGE WIRES s ? ACROSS THE W050 GRAIN. ALLOW ENDUGH SPACE FOR WIRE TO STRETCHER BAR BANG TIES,AT 12"C.TO C. CORNER,END,UR GATE B32ACE BETW EN PACING LINE BRACE Z
>_ .��•��, GROGN x /g" ? 2" GALVANIZED DIAMOND MESH i6. SELVAGE THE PLAIN WIRE ENDS ON THE TDP AND BOTTOM OF THE Q O
0) ,( ROCK DR CONCRETE ANCHOR SPLICED TO IRE STAY GROUNDING SLIDE THROUGH THE STAPLE. B ACE END RAIL ENDS FENCE FABRIC STEEL FABRIC CHAIN LINK FABRIC BY THE TWISTED OR KNUCKLED METHpp_ SEE tt HIGHWAY & BOTTOM WIRE ROD w 5.ATTACH FENCE WIRE DR WIRE MESH TO STEEL PUSTS WITH BRACE RAIL BAND $- BRACE RAIL - WIRE SELVAGE DETAIL.
•� (QEADMAN),MIN.WT.]00 LBS, 2 COIL TENSION WIRE 1l
WIRE CLAMPS. USE ONE WIRE CLAMP PER WIRE ON WIRE MESH, o STRETCHER BAR --�I GROUND WIRE i7- CHAIN LINK FENCE HARDWARE MAY VARY SOMEWHAT FROM THAY
M FULL ACCESS CONTRCL SEE NOTE NUr USE FOUR WIRE CLAMPS PER PDST OR EIGHT WIRE CLAMPS PER z STRETCHER TIE WIRES MIN- GAUGE ALUMINUM WITH ONE HOOKED END r SHgWN IN THE CHAIN LINK FENCE HARDWARE TABLE. ENSURE THAT Q
SET WOOD CORNER POST OR METAL POST IN SAG SECTION5� w 00 TIE WIRE HARDWARE AND MATERIALS USED ARE UNIFORM AND COMPATIBLE-
(10 POST IN CONCRETE AT SAG POINT = s v BAND S`3R TIE COIL TENSION WIRE T�---=- ----�--T MIN.7 GAUGE O
6-GROUND WIRE AND WIRE MESH FENCES THAT ARE NEAR POWER /e"CIA.TRUSS ROD POST TIE a RV 18, INSTALL A 70P RAIL WHEN BARBED WIRE AND THE 3-WIRE W
TRANSMISSION LINES OR THAT PASS UNDER TRANSMISSION BRACE RAIL&TIE WIRES WIRE -TRUSS ROD TIGHTENER WIRES i•t �< 2"CHAIN - - BARBARM ARE USED.O N a I - LINES 5EE THE WIRE AND WIRE MESH DING GROUNDING TAP_;E w NKCOIL TENSION BARBED WIRE= MIN.8' 9. INSTALL PRIVACY FENCE SLATS IF SHOWN ON PROJECT0.n/ I JL�
AND WIRE AND WIRE MESH FENCE GROUNDING DETAILS. TO TRU55 ROD vi FABRIC WIRE 14 GAUGE SPACED GALVANIZED MEDIUM CARBON GROUNDING pLANS-
LL. �F-' �--- - d GROUND,CONNECT EACH FENCE WIRE TO 6 GAUGE BRAIDED TIGHTENER BAND. STEEL WIRE W[TH BARBS SPACED AT 5" C.to C
Q" GROUND CABLE WITH SPLIT BOLT CABLE CONNECTURS. FUR a- - ' GAt VANIZING SHALL CONFDRM T❑ APPLICABLE ROD 20.GROUND CHAIN LINK FENCES THAT ARE NEAR POWER a
- N A.S.T.M.DES.A-M-66'FOR ZINC-MATED TRANSMISSION LINES OR THAT INTERSECT TRANSMISSION LINES.
+� PLACE WIRE 5D I a.
BRACE WIRE MESH FENCE.CONNECT THE BRAIDED GROUND CABLE °COIL TENSION WIRE L2"SQ.OR 12" DID. IO" SO,DR 10" D1R, --
x ''�,f I EVERY I8"- GROUND THE FENCE DNCE IF THE FENCE SECTION _ CONCRETE BLOCK CONCRETE BLOCK -�7 & AASHTO M 280 SPECIFICATIONS- SEE THE CHAIN LINK FENCE GROUNDING TABLE AND CHAIN LINK `y I�.I
pT THAT WIRE PULLS ' 1Y1 i 10"50.DR 10"DIA. BARBED WIRE & 3-WIRE BARBARM CHAIN LINK- FENCE FENCE GROUNDING DETAILS. TQ GROUND,CONNECT 6 GAUGE
y .w�.w IS SHORTER THAN THE GROUNDING INTERVAL. M I ` 3" MIN. SENK FENCE BARBWIRE ARM (ONE PIECE "Z"CUT) BRAIDED GROUND CABLE T❑ THE CHAIN LINH FABRIC EVERY
AGAINST PAST F;.:$- �` < CONCRETE BLOCK 3-WIRE BARBARM� GROUNDING DETAIL O
W } 1 3" MIN - « SEE NOTE N0.8 7.WHEN THE FENCE TERMINATES AT A BRIUGE,ENSURE THAT THE ° a',° .s: 4"MEN. ^1 Fes- I H
= R/W o -R -e -'iH" GROUNDING �1E CHAIN ° 8' MIN- FITS 1 36 GROUND THE FENCE ONCE IF THE FENCE SECTION [S 1l
N t TOP OF THE FENCE DOES NOT Ex TEND BEYOND THE TAP OF •,•,s - .' S/g"O.D.POST.1 5/a" TOP RAIL"
-O ��Y�� LINE HIGHWAY S THE PARAPET OR RAILING. �•a i -40,. DETAIL FITS 2"O.D.n5T.I'Is"YUP RAIL" SHORTER THAN THE GROUNDING INTERVAL.
15"50.OR 15"DIA.�w� i• '° MIN.8'x /a a FITS 2 %"O.D.POST H 5/e"TOP RAIL" 21. DRAWING NOT TO SCALE.
CDNCRE TE BtOCk _ �• GROUNDING 8.ON THE SAG DETAIL,INSTALL CORNER BRACE ]N ADDITION T❑ e.a". 'G' FENCE TYPE 4 - CHAIN LINK FENCE DETAILS FITS 3" <3x.D.POST,1'F/g" TOP RAIL"
O !_ ROD THE CONCRETE BASE WHEN s
PARTIAL ACCESS CONTROL __-' THE ANGLE IS GREATER oRwl�.�sroREo 010-i srono oRwl�.�sroREo
WIRE AND WIRE MESH THAN 20•. A,.no-. yS ONAt fiy� 'AT 17D. �SYONALg nT-I,o. SYONALg
N,,,,,",,,,, � FENCE TYPE 4 e �c,
-0 RIGHT-OF-WAY FENCE LOCATION DETAILS SAG DETAILS FENCE GRDUNDING DETAILS l3,IW<,Isla,< (` "sea �� l3,IW<sI51c,< (` "sea �� l3,IW<,Isla,< NSFac,2m
L O ea:e.taon. r ti m CHAIN LINK FENCE ea:<.taon< r ti m ea:e.laon< r ti m
N a �''�-'& -A a F"�'& 9 a F'�-'& •A
U REVISIONS STANDARD DRAWING Fc° ° REVISIONS STANDARD DRAWING Fc° ° REVISIONS STANDARD DRAWING �c° °
SCALES SHOWN IDAHO �o<y English �� SCALES SHOWN II]AHO io�y English �� SCALES SHOWN ID io�y English ��
N0. DATE BY- N0, DATE BY NO GATE BY ARE FOR 1,"x 17•' * N0. DATE BY N0, DATE Br N0. DATE Buj
Y ARE PGR 1,"x 17•' * NO. DATE BY NO DATE BY NO DATE BY ARE POR 1,"x 17• r
w PRINTS DNLY TRANSPORTATION� SrANOARo oRAwINc ND Fp� �°e PRINTS DN[v TRANSPORTATION SrANOARo oRAwINc NO FPS q° � P� v
/ U }} s s s i s s s s PRINTS DN[Y TRANSIT®RTATIC)N srANOARo oRAwINc NG �y
N cADD eaE N.wue� 11PARTMENT vm„pw FENCES 610-1 ''4 ?� CAno eaE N.aue� �E�.�IBTMENT FENCES 610-1 ''4 ?� cAno eaE N.auE: DEPARTMENT �, �' FENCES 610-1
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ate-+ fi1D-1_i216.tl n ❑RIGINAL 81GNED BY:TED MASON fi10-1_i216.tl n ORIGINAL SIGNED BY:TED MASON fi10-1_i216.tl n GRIGINAL SIGNED BY:TED MASON
DRAWING DATES BOISE DAHO DESIGN/TRAFFIC SERVICES ENGINEER �.�A��-• DRAWING DATE gQ 5E pAHU DESIGN/TRAFFIC SERVICES ENGINEER' 0.1.P11y�-• DRAWING DATE Sd�E DQHQ DESIGN/TRAFFIC SERVICES ENGINEER SHEET 3 OF 3 �'LAND
Q NDVEMBER,2016 SHEET 1 OF 3MA=NDVEMBER,2016 SHEET 2 CF 3 NDVEMBER,2Q16
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CAUTION: NOTICE TO CONTRACTOR Q
Q
LU o Before Yop THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
gl
m ' SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, ui Lu
JI E MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE
c) a CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO
00 iI 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. _ C403
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