HomeMy WebLinkAbout5.1-9630LEOEND:
1. CURB AND GU1-FER TYPE 'B' PER PLATE S-1 OTY SUBDIVI-
SION STANDARDS
2, STANDARD CHAIN LINK FENCE PER PLATE S-10 CITY SUB-
DIVISION STANDARDS.
,3. STANDARD CHAIN LINK GATES PER PLATE Sql CITY SUB-
DIVISION STANDARDS.
STANDARD GUTTER DEPRESSION PER PLATE S-14 CITY SUB-
DIVISION STANDARDS.
STANDARD CATCH BASIN TYPE "A" PER PLATE S-12 OTY
SUBDIVISION STANDARDS,
6. STANDARD SIDEWALK - COMBINATION TYPE PER PLATE S-3
CITY SUBDIVISION STANDARDS.
7. STANDARD SURVEY MONUMENT PER PLATE S-29 OTY SUBDIVI-
SION STANDARDS,
8. STANDARD WHEEL CHAIR RAMP PER PLATE S-¢1 CITY SUB-
DIVISION STANDARDS.
9. STANDARD RESIDENCE DRIVEWAY PER PLATE S-4 CITY SUB-
DIVISION STANDARDS.
10. STREET CROSS SECTIONS PER PLATE S-27 OTY SUBDIVI-
SION STANDARDS.
11. S1REET SPECIFICAllONS PER PLATE S-25 CITY SUBDIVI-
SION STANDARDS.
12. STANDARD STREET LIGHT - MAST ARM TYPE PER PLATE S-31
CITY SUBDIVISION STANDARDS.
15, STANDARD CROSS ~JI I~ PER PLATE S-17 CITY SUB-
DIVISION STANDARDS.
NOTES:
1. 24 HOUR NOTICE WILL BE REQUIRED FOR TESTS AND INSPECTIONS,
ALL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND SHALL BE PROVIDED 8Y THE ENGINEER, NUMBER
AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED
BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT.
3. AN "S" SHALL BE STAMPED ON FACE OF CURB INDICAllNG LOCA-
llON OF SEVER LATERAL,
PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION 'rile aTY
CONSllRUCllON INSPEClloN DEPAR1MENT SHALL BE GIVEN 24- HOURS
NOTICE. 326-3049
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL UNDERGROUND IMPROVEMENTS, WITHIN THE AREA OF THE
STREET RIGHT OF WAY, HAVE BEEN COMPLETED PRIOR TO THE
START OF ANY CONSTRUCTION OF PAVING.
WITH THE EXCEPTION OF THOSE ON VERDUGO, BRIMHALL AND CALLOWAY
AND THOSE ON REllJRNS, STREET SIGNS AND STREET LIGHTS SHALL
BE INSTALLED AT THE EXTENSION OF THE LOT UNE WHERE ll-tEY
HAVE BEEN INDICATED ON THESE PLANS. THE CONTRACTOR SHALL
ENSURE THAT ALL UGHTS & SIGNS ARE PROPERLY INSTALLED.
SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G
SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL.
ROADSIDE SIGNS INSTALLED PER Sll). T-19 SHALL BE LOCATED
WITHIN SIDEWALK 6' FROM BACK.
ASPHALT CONCRETE: ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL
CONFORM TO THE PROViSIONS IN SEClloN 3g, "ASPHALT CONCRETE', OF
THE STANDARD SPEClFICAllONS AND 1HESE SPECIAL PROVISIONS.
AGGREGATE FOR TYPE "~' ASPHALT CONCRETE SHALL CONFORM TO THE
REQUIREMENTS FOR THREE-FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING,
AS SPECIFIED IN SECITON 39-2.02, 'AGGREGATE", OF THE STANDARD SPEO-
FICATIONS.
WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY
OF THE GRADING REQUIREMENTS IN SECTION 39-2-.02, 'AGGREGA1E", OF THE
STANDARD SPECIRCAllONS SHALL BE USED TO SURFACE INTERSECTIONS, TA-
PERS AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE
BEING CONSTRUCTED.
ASPHALT CONCRETE TYPE "B" SHALL HAVE A BITIJMINOUS BINDER OF PAVING
GRADE ASPHALT OF AR 4000 VISCOSITY GRADE, UNLESS OTHERWISE DIRECTED
BY THE CllY ENGINEER, AND SHALL CONFORM TO THE REQUIREMENTS SHOWN
IN THE TABLE FOR 'STEAM-REFINED PAVING ASPHALT IN SECTION 92-1.02,
"GRADES", OF THE STANDARD SPECIFICATIONS.
PRIOR TO COMMENCING WORK ON THE PROJECT, THE CON1RACTOR SHALL
PROViDE TO THE CITY ENGINEER THE FOLLOWING INFORMATION:
o. THE AGGREGATE AND ASPHALT SOURCE;
b. DOCUMENTATION THAT AGGREGATES CONFORM TO SECTION 39-2.02
'AGGREGATE", OF THE STANDARD SPECIFICATIONS. MATERIAL SIEVE
ANALYSIS AND SAND EQUIVALENT RESULTS SHOULD NOT BE OLDER
THAN SIX (6) MONTHS. THE OTHER TEST RESULTS REQUIRED IN
SECTION 39-2.02, 'AGGREGATE~, OF THE STANDARD SPECIFICATIONS
SHOULD NOT BE OLDER THAN ONE (1) YEAR.
c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED BY CAUFORNIA TEST
367. THE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS
BASED SHALL BE INCLUDED FOR REVIEW. THE ASPHALT CONCRETE
MIX SHALL ALSO MEET THE REQUIREMENTS OF SECTION ,39-2,02,
'AGGREGATE", OF THE STANDARD SPECIFICATIONS. IF THE SUBMtTIED
DATA SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME
AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO
mREE (,3) YEARS OLD.
THE ASPHALT BINDER IN THE CONGRE~ SHALL BE FOUR AND ONE-HALF
PERCENT (4.5%) TO FIVE AND EIGHT-TENTHS (5.8%) BASED ON 1HE W~tGHT OF
THE DRY AGGREGATE ONLY.
THE ASPHALT CONCRETE SHALL BE COMPACTED SO THAT ]HE VOID RADO
OF THE COMPLETED MIX IS BETWEEN SIX PERCENT (6%) AND EIGHT PERCENT
(8~).
PAViNG JOINTS SHALL MATCH sm~PE LOCATIONS.
IF THE F1NISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET
]lie SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE
BY EITHER:
o. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (WITH
FOG SEAL COAT ON THE AREAS WHICH HAVE BEEN GROUND),
b. REMOVAL AND REPLACEMENT, OR
c. PLACING AN OVERLAY OF ASPHALT CONCRETE. THE METHOD WILL BE
SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE
AT THE CONTRACTOR'S EXPENSe. IF USED, 1HE FOG S~AL COAT SHALL
BE EITHER ASPHALT REJUVENAllNG AGENT OR ASPHALTIC EMULSION AS
DIRECTED BY THE CITY ENGINEER.
IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPE-
CIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED AS
NECESSARY TO EXTEND THE AREA GROUND IN EACH LATERAL DIRECTION SO
THAT THE LATERAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND
PARALLEL TO THE NEAREST LANE LINE OR PAVEMENT EDGE, AND IN EACH LON-
GIllJDINAL DIRECTION SO THAT THE GRINDING BEGINS AND ENDS AT LINES NOR-
MAL TO THE PAVEMENT CENTERLINE, WITHIN ANY GROUND AREA. ALL GROUND
AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEAR-
ANCE, ABRASIVE GRINDING SHALL CONFORM =0 THE REQUIREMENT IN THE
FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS iN SECTION ~-2-Z02,
"CONSTRUCllON", OF THE STANDARD SPEOFICAlloNS.
WHERE THE COMPACTED THICKNESS !S 0.15 FOOT OR LESS, HALF WIDTH
SURFACING OPERATIONS SHALL BE CONDUCTED IN SUCH MANNER THAT, AT THE
END OF EACH DAY'S WORK, THE DISTANCE BETWEEN THE ENDS OF ADJACENT
SURFACED LANES SHALL NOT BE GREATER Il-lAN CAN BE COMPLETED IN THE
FOLLOWING DAY OF NORMAL SURFACING OPERATIONS. ADDITIONAL ASPHALT
CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE EDGE AT THE ENDS OF
EACH LANE, HAD RAKED, AND COMPACTED lO FORM TEMPORARY CONFORMS.
KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER
THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAV1NG
OPERAllONS RESUME,
THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED
TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATE-
BAL ONTO EX~STING PAVEMENT SURFACES BEYOND THE LIMITS OF CONSTRUC-
~ON.
A PRIME COAT 'WILL NOT BE REQUIRED ON SUBGRADE PRIOR TO PLACE-
MENT OF ASPHALT CONCRETE.
INTERSEC~ONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRE-
CTED BY THE CITY ENGINEER AT ROAD CONNECTIONS AND PRIVAI~ DRIVES,
SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, ADDITIONAL
ASPHALT CONCRETE SURFACING MATERIAL SHALL BE PLACED AND HAND RAKED,
IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS.
THE COMPACTION AFTER ROLLING SHALL BE NINETY-FiVE PERCENT (95%)
OF THE DENSITY OBTAINED WITH THE CALIFORNIA KNEADING COMPACTOR PER
CALIFORNIA TEST 304.
THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETER-
MINED BY:
o. A PROPERLY CAUBRAll~D NUCLEAR ASPHALT TESTING DE'~CE IN THE
FIELD, OR
b. AS1M Dl188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY
TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN
IN CASE OF D~SPUTE, METHOD 2 ABOVE SHALL BE USED.
IF THE TEST RESULTS FOR ANT LOT OF ASPHALT CONCRETE INDICATE THAT
THE RELATIV~ DENSITY IS BELOW NINETY-FiVE PERCENT (95&), BUT ABOVE
NINETY-TWO AND NINE-TENTHS PERCENT (92.9%), THE CONTRACTOR WILL BE
ADVISED THAT HE IS NOT ATTAINING THE REQUIRED RELAI1VE DENSITY AND
THAT HIS MATERIALS, OR PROCEDURES, OR BOTH, NEED ADJUS~ENT. ASPHALT
CONCRETE SPREADING OPERAllONS SHALL NOT CONTINUE UNTIL THE CONTRAC-
TOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSI~IENT THAT WILL BE
MADE IN ORDER TO MEET lltE REQUIRED COMPACllON.
iF THE TEST RESULTS FOR ANY LOT OF ASPHALT GONCRE~ INDICATE THAT
THE RELATIVE DENSITY IS LESS THAN NINETY-THREE PERCENT (9,3%), THE
ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND
PLACED.
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CID' OF BAKERSFIELD
PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPED
STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBD!VISION AGREEMENI, A
DEPOSIT BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PER-
FORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO iSSUANCE OF
OF THE PERMIT.
CITY
OF
BAK
RSFIELD
PARCEL MAP No,. 9630
CONSTRUCTION PLANS
STREET PLAN &:: PROFILE
R/W
R/W
I' !
B' 0' 20'- 22' , 20' 22' 8' - 10'
- -- t ~-~-CROWN 6'+ ABOVE I
PER. FT -- ~ HIGHEST GUlql~R I1/4" PER
,u~ ,,¢~,, -~ ~
.Jif A.C. OVER .40 AGG. BASE
OVER .80' OF 95% COMP. 0.O.
CROSS SECTION - 60'
PLATE S-27 - REVISED T.I. = 60
R-VALUE = 65
R/W
N.T.S.
R/W Ck--
B 0' R/W
8'- 0' 20'- 35' i 20'- ¢0' I 8'- !0'
.30' A.C. OVER .40 AGG. BASE
OVER .B0' OF 95% COMP 0.G.
CROSS
SECTION - 52' WIDE PAVEMENT
BUCCANEER BAY
T.i. = 6.0 NT.S,
R-VALUE = 65
PRIVATE ENOINE. ERS NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCAtiON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF I~E AVAILABLE RECORDS, TO THE BEST
OF OUR KNOWLEDGE THERE ARE NO EXISTING UtiLITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROllLCI THE
UTILITY UNES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS
DRAWING,
ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH
INFORMATION OR DATA.
UNDERGROUND SERVICE ALERT SH'ALL BE CONTACTED ~0 WORKING DAYS PRIOR TO CONST-
RUCTION, 1-800-642-2444
SUMMARY OF IMPROVEMENTS:
6' CURB & GUTTER 1,377 L.F.
STREET SIGNS 2 EA.
SURVEY MON, $ EA.
STREET LIGHTS 3 EA.
A.C. PA~NG 1090 TONS
AGG. BASE 717 C.Y,
6' CHAIN LINK FENCE ~/REDWOOD SLATS 1,220 L.F.
DOUBLE GATE (12' WIDE) 1 PR.
SAWCUT ¢0 LF.
~WARNING & RES" SIGNS 2 EA.
ENGINEER'S CERTIFICAi'E;
I HEREBY CERTIFY THAT ~HESE PLANS AND SPECIFICATIONS COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND THAT THEY INCLdDE ALL IMPROVEMENT REQUIREMENTS OF THE
ADVISORY AGENCY OR OTHER REVIEW BOARD.
i AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING
CONSTRUCTION.
BENCH MARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE
AT THE INTERSECI]ON OF BRIMHALL ROAD
AND COFFEE ROAD (N.E. COR. SEC. 32,
29/27, M.D.B. & M.)
ELEV. = 582.75
ROBERT E. SMITH RCE 35473 DATE
S C ~ L E
P' : 200'
SHEET 4 I --
BRIMHALL ROAD
NOT A
PART
SEE SHEET
PRESTDIE
KEY MAP
ROSEDALE L HIGHWAY
IBRIMHALL ROAD
K E R N
STOCKDALE
HIGHWAY
VICINITY MAP
N.T.S.
REVIEWED BY:
TRAFFIC ENGINEER:
ENGINEERING SER-
VICES MANAGER
APPROVED BY:
RAUL M. ROJAS RCE 39880 EXP. 12-,31-01
CITY ENGINEER
CITY OF BAKERSFIELD
SmithTechg USA
INCORPORATED
THE HABERFELDE ~uULDIN(,
PARCEL MAP No. 9630 -
STREET PLANS & PROFILES
ROBERT E. SMITH RCE 55473 DATE
JOB NO. - 95 105 SHEET 1 OF 4 SHEETS
SCALE:
HORIZ. 1"= 50'
VERT. 1"= 2'
EXIST. IMPROVEMENTS
CONST. PER BRIMHALL
ROAD WIDENING PLAN
12" ~I~trlITE-
LIMIT LINE
SEE SHEET 4
6
/
90'00'00" R = 20.00' [ A = 90'00'~" R = 20.~'
= 20.00' L = 31.~2' T = 20.~' L = 31.42'
~RE C ~ G TO BE CONST. AT A LATER DA~ ' ! ~
STJ2 CITY MONUMENT EflCASEMEflT
(TO 3E COflST, 0£ EXISTS AS NOTE?)
~ ST?, ST£EET LISHT-
o ST~, ST£EET LIOHT-
-t-
% ST?,
-e-
e-- TYP,
'!' TYP,
o-- TYP,
9500 LUMEN
5800 LUMEN
STJ, CITY ST£EET NAME SION
T£AFFIC CONTROL SION- AS NOTE?
~/HEEL CHAI£ £AMP
SE~/E£ MAIN ~ MANHOLE
SE~/E£ MAIN ~ CLEANOUT
TYPE 'A' CATCH 3ASIN
STO£M J~AIN ~, MANHOLE TYPE
Pll £AgIAL TO CENTE£LINE STA,
0+5800 END uON_,K
/ OF CUE'B &' (,C/TTER
36" STORM DRAIN
PAVE.
INSTALL STD. BARRACADE (TYPE III)
PER CALTRANS S~, PLAN A73C
,,,,,/W57 (LT) w/TYPE N (YELLOW)
2'0 a:JRM DRAIN
E~$£MENT
x
') 1
C)
BOTTOM 568 0
8' WATER DEPTH
1' FREEBOARD
REOUIRED CAP 645
PROVIDED CAP 7.66
× 10' SQUARE
OF RIP- RAP
44'
157.35'
\
256.20'
X X X---
X X
:781
380
379
378
377
38£
381
380
379
378
377
X
n
-T
I j I !
I
,
-!
!NCO
ILL, II='
]~. P 0 g A 3 E D
SHEET OF 4 SHEE'
:781
380
379
378
377
382
:781
380
379
378
377
o ur)
~ ~' -. P'OBERT E SMITH RCE 55473 DATE
J,~ECT'~ ~/~T-SF ~AK i E A = g0'~'Ol" R = 20.00' < ~ '-
0~2~2r5 ~t )'4 ol
Li '"~' ~ : z'~[~ $ ~i s~-~ .,
:=.~i ~i J 1oo' TR~NqTION j~i7
~ . A - 89~959 R = 20.00 R//W
il -" T = 20,00' L = 31.42' J ;AWCJT ! & M~TCH )~ A~ ~ LIMF LINE
i ':' o ~ ~ ,~,
~ ~ ~ ST~, CITY MBNUMEN[ ENCASEMENF
~ E ~ ~ ~ ~ ~ (TD 3E C~NSr D~ EXISTS AS NDTEJ)
SCALE: HORIZ 150 .. ~ ~ ~ ~ STD, STREET LIOHT- 9500 LUMEN
' ~ ~~ ~ <~ ~ ~ ~ o STJ, STREET LIOHT - 5800 LUMEN
VERT 1 2 ~ ~ ~ ~ ~ ~ ~
' ----s-'~° ~o o~ ~ ~ + STD, CITY STREET NAME SION
o~ ~+ o> ~* o ~. ~o ~-~ o~ ~ T~AFFIC CDflT~DL SION - AS NDTE~
o + % S T~, WHEEL CHAR ~AMP
~ ~ FYP, SE~E~ MAIN & MANHDLE
~ TKP, SEWE~ MAIN & CLE~NDU[
~ TYP, TYPE 'A' CATCH 3ASIN
~-TYF SFD~M D~AIN & MANHDLE TYPE '~'
~ P~ ~A?IAL TO CENTERLINE STA
0 ' 2 3 z. 5 6 / 8
, , ~ , ~ .... t '-- t ~ --- ~ ...... , ---~ ..... ~ .... ~ ~ -- ~ - ~ -.-
385 ' ~ : ' ........ , ? ' ' ' ' ' " ~ - ~
' ' : ; ' ' ' - ' ~ ' ' ' ' ' 384
I
383~ ' ~ - ' ~ ~ ............./-- ~
' ' ~ ' < ~ ' ' 383
382 ' ' ' ' '
' ~ ~ -- ' ' ~ > ' ' ~ ' ~ ' ' ' 382
I
381 ,, ,, ' , , ,- ,, ' ' '~ , ' ?-, ~,.~ ~- ~°__~ ..... o,~~~~' ~+ , , ~ ~,,~ - '-' ~,~ -- ~,, ...... ' ~" --- ' = '~ '~ -~' 381
~ '~ - ..... 380
I ; , ~ : --' ~ ~ + + ~ .... i ..... ~ ~ - -~ ~ .... ~ ..... t - ~ - ~ -.i J
385 : . : . ' ~ ~ ~ - ~'- ~ ~ ...... ~ ~ "' ' -" ~. ~'~ -' ~ -- ~ - ~ - ~ -' ,~ ~-- ~'
, * - ~ - * --~ - ~ . ' ' 385
I
I
, ~ ~ ~ . ~ ~ :~-- ~ + ~ _ , 384
383__ ~ ~ -/~-~ ~ .; 383
~ · ~ .... ~ __~ _~~ _ . _ .... ~ I , ,
- + "- ' -' * ' ~ ~ ~ ' ~ ' < 38I
380 . , .' ' o° . .: .' --~ . ~_ _ _ --?/-.~. : - ~.~ ..... . . ~. - , ~ ~.
: ~__~o~, ~ ...... . -= .... + .......~ - , ~ 380
' ~ , : ~ I : ; , ' ~ ' ~ ~ -- ~ ~ C~
i : + , i , : i _ , ~ : PORA
379 ' " ; ' ~ ' ~ , ,~ ~ -' ' ,,,~ ,,,, -
.... ' ' '' ' ' ' ' ' - m::r
~ ~ ~ . ~ -. . ----~ ~:~-- -- ~. .... ~ - - . ~-. , 379
: ' IbP' ' , ~ ~ - ~-- ~*
' ' i , i ~ I - t ~ " ~ , ' , I FL ~lV
, ~ ..... ? ~ - ~ ? i ~ ~ ' ' ~ ~ "-~ '- ~ ~ .... L --
- ", ~, ' ; ' ~ - ' ~ ~, +, t ..... : ~ ' ~ ~ ~ : ~ - , ~ ~i, ~, ,, PRES (BIO
, ,,~,~ , , , , ~ , ~ ~ ~ ,
SHEET
I
I
OF
4
SHEE' S
h!NED
' ROBERT E. SMITH RCE 55475 DATE
t i:~ '!,EWER iRtiNi, LiNE
~ 2 3 4 5 b
~, EX. EDOE OF PAVEMENT ~, ,.i e-ii I I I i I I I,% ---
~:~ ~ ..... ~ ~i -~ - i t - ~-EX SEWER LINE -Ex
- .,cWo LiNE
- - - ~.~--B::7~ ~% !2" WHqE" ,T L.N~
' ' ~ :~ ~~: ~ -~oli~i ~. -~222F2 - Ex ~UFB /,' ~u .... ~cF, EXIST IMPROVEMENTS CONSTRUCTED
. . *~ PER BRIMHALL ROA~ WlD[NIN6 PLAN
= ' ~. ' I ~,~;~';[L~re~-. ~,-, L~ ~ : EXIST. CHEVRON
' * .... I
~ ~ , . E,**'CE ,N'~**'~**N; SERVICE STATION
' " L
o ~ ' ST~, CITY MONUMENT ENCASEMENT
~ * (TO ~E CDNS~ D~ EXISTS AS NDTE~)
~ ~ STP, STREET LIOHT - 9S00 LUMEN
~ o STg, STREET LIOHT - S800 LUMEN
~ ~ ST~, CITK STREET NAME SION
~ ~ [NAFFIC CONTROL SION - AS NDTE~
~ ST~, ~HEEL CHAIN NAMP
~ TKP, SE~EN MAIN ~ MANHOLE
~ TYP, SE~E~ MAIN ~ CLEANDUT
SCALE:
HORIZ.
'1" = ~U' ~ TKP, TYPE 'A' C~TCH BASIN
VERT. 1"= 2'
0 ' 2 3 z 5 6 7 8
~ L ~ , , ~ ~ ' ~ ' ~ ! t ~ ~- ~ ,
, , , . ,. ,
I
~--- i -- ~ i ...... ~. ' ~ '
i
, , T'- ~ - ~ ~ ~ i ~ ~-- ~- -.
' ---I ~ - ~ - ~ -'- ' - ; ; ~ +- -~ , ~ ~ ~-- ~ ~
' i ~ I i ' i' i ' ~ ~ ~ ~ ! ~ ~ I i
I ~ ' ' ~ ' , j , ' ~ ~ ~ ~ , ! ~ '
I
I
, , . , . ,
I
, , ............. ~ ~ ........ ,
I i ' , , ~ '
' ' ' ' ' ' ' ' '
I : i ~ ~ ~ i i I I ~ I ! ,
/
BRIMt
RO,
rl_ ~,, r,.-