HomeMy WebLinkAboutDWG 446-2; PWS 07-05 ENG; MIRA MONTE DRIVE ACCESS CONTROL GATE; 01-03AREA OF WORK
MIRA
VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NO. TITLE
1
2
3
TITLE, VICINITY MAP & LOCATION MAP
SITE PLAN
GATE & FENCE DETAILS
CONSTRUCTION PLANS
FOR
MONTE DRIVE ACCESS CONTROL GATE
PROJECT NO. PWS 07~05
CITY OF CARLSBAD
CARLSBAD, CALIFORNIA
CITY COUNCIL
CLAUDE A. "BUD" LEWIS -MAYOR
ANN KULCHIN -MAYOR PRO TEM
MATT HALL -COUNCIL MEMBER
MARK PACKARD -COUNCIL MEMBER
JULIE NYGAARD -COUNCIL MEMBER
RAYMOND R. PATCHETT
CITY MANAGER
GLENNPRUIM
PUBLIC WORKS DIRECTOR
WILLIAM E. PLUMMER
DEPUTY CITY ENGINEER FOR DESIGN
ENG
AREA OF WORK
]
LOCATION MAP
NOT TO SCALE
l
"AS BUILT"
~.;, t""':3« »~ "l-13-00
RCE Zflt2 c:; EXP :3._, I• 'ZD/d D4TE
,g/ze./oB
OAT!:
~ CITY OF CARLSBAD I SHE3ETS I t--------<l-----+-----------+--+--------<l-----+---1 l__!_j ENGINEERING DEPARTMENT
t---------<~--+------------+----+---------<>------+---1
t--------<---+-----------+--+--------<l-----+---1 UIRA MONTE DRIVE ACCESS CONTROL GA1c:
TITLE, VICINITY MAP &
LOCATION MAP
APPROVED 1',!WAM f. J:Wlt!f"
t--------<1-----+-----------+--+--------<1-----+---1 ~/44::4•~ r; ~ 10'>2-= .tr-.11, IYJ
t---------<---+-,.,..._~---------+------------<>------+--< DEPUTY CITY ENGINEER PE 28176 EXPIRESJ J1 OB DATE
t--::-=-1~.,,-+<-~/ ~A~S~-6.~u'l,=Z_T ______ --t--cc-+=---+-:,.,-,,..-+---::--t OWN BY: PROJECT NO. DRAWING NO.
OAK INITIAL DAK INITIAL DATE INITIAL Sfi
ENGINEER OF WORK REVISION DESCRIPTION f-OTH_E_R ...,,~P-RO-YAL-+-C-ITY-A~PPR-OV-AL-1 ~~~ ~~ ii PWS 07-05 ENG 446-2
JM OPTICOM PRIORITY CON1'<0L SYSTEM Rf IRES: ON[ 1,/()/)[L 45
4-CHANN[L , /)[JAL PRIORITY DISCR/lrllNA TOR CARD AND ONE MODEL 770
CARD RACK FOR GA T[ OPEN[R APPLJCA TTONS TO BE HOUSffi IN THE
GA TE OPERATOR HOUSING.
INSTALL 2" filC1'</CAL CONDUIT PER CURB DRAIN PER DETAIL 1
CITY OF OCEANSIDE SDG.tE PROJECT NO. 647162 ----■•-··-··-··-··-··-··-··-··-··-··-·•-■■-■■
THIS SHEET
CITY OF CARLSBAD
EXISTING TYPE A CATCH BASIN
PROJECT IN PLACE
R£M0Vf EXISTING BOLLARD
DRAJN PIPE TO BE FLUSH WITH FRONT AND
BACK OF CURB
•• _,f
ADD :Z' x 3'
INSTALL NEW
ELECTRIC MEIUI
STA. 11+64
FENCE .t GATE
PCC SID£ WALK PER SDRSD G-7
INSTALL 3" SCH. 80 PVC
PIP[, INVfRT SHALL MATCH
FINISH PAVEMENT
/?£PLACE: DAMAGED IRRIGATION .t
PLAN TINGS IN KIND
~P..~~~SL"'OP~EZ22Zl:7E.-:i1_s~• ..,.-,--0/R[CTION OF FLOW . .. INSTALL R26
EXISTING A. C. ..
CURB DRAIN
NOT TO SCALE
•
INSTALL B" PCC
PER SIT[ PLAN
NOT[: 1. SA WCUT AC PER DETAIL 2 mis SHEET.
•
/4---SAWCUT
UNE
• . .
•
4 •
.. " •
'----..----I •
EXISTING A.G. +• AC • •-4 . -
• • • •
•
• · PCC INSTALLED PER
• · TFIIS ORA WING
SAWCUT LINE FOR
CURB CONSTRUCT/ON
NOT TO SCALE
NOT£: 1. REPLACE EXISTING AC .t AB .IN KIND
"NO PARKING ANY TIME" SIGN
EXISTTNG BLOCK WALL FENCE
PROJECT IN PLACE
INSTALL :z• ELECTRICAL CONDUIT PER
SD~ PROJE.CT ND. 647162 &
DETAIL 4 THIS SHITT
INSTALL :z• COMMUN/CATION CONDUIT PER
MANUFACTURERS SPECIF/CATIONS FOR
£. V.P.E. CABLE 1" DETAIL 4 THIS SHEET.
EXISTING CURB INLET TYPE B-1
L=20' PROTECT IN PLACE
LOCATE SDG&:E 3312 HANDHOLE IN TURF AREA
INSTALL R26
"NO PARKING ANY TIME" SIGN
SCALE 1" = 10'
s
GIIS t, !!.if CT.RIC
-------------------------
I
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: I
,/ 1
1/
EXISTING 4" PVC CL-200 RECLAIMED WA T£R PIPELINE ----------------/----
/
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AT£ OPfRA TOR
SPfCJFICA TION ~---1-
/iECTION 02826
\,
' \---·
I
~====
14'
IN TALL BO/LA.RDS PER
PER SDRSD G-r D ,TAIL ·o· SHEET 3
INSTALL 2" PVC CONDUln PER ~
MANUFACTURERS SP£CIRtA710NS ~
FOR E. V. P. E. CABLE. i
APPROX/MA TE LOCA /ION OF
EXISTING 12 SLEEVf
■■-■--■--■■-■---■-■■--■-■■--■--■-
I EXISTING BOLLARD
12
"'I
I
11+53.50 BC
XI NG MONUM[N T
INSTALL R26
"NO PARKING ANY TIME"
EXISTING BLOCK WALL ,ENCE
PROTECT IN PLACE
LOCATION OF 3" -~
CURB DRAIN
18"
I
6Q CUA'.i dLJ./!ISTEOj
(if 5{)t/T/IE,f LY W ,4t/,l/O
ROLUNG 61/TE llr/JCK
6" MIN.
SLUMPBLOCK COLUMN PER
DETAJL B SHEET 3
I
I
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CAT£ TR4~
INSTALL 6" G B
G 1
SAWCUT EXIST. 4• A.G. 12"
FROM CURB. REMO VE AND
REPLACE EXISTING A. C.
EXISTING CURB AND GUTTER
PROTECT IN PLACE
CURB DETAIL
INSTALL SINGLE CHANNlE, V.P.E, DET£CTOF? UNIT
(JM OPT/COM MODEL 71 OR APPROVED EQUAL).
CONTRACTOR SHALL FU ISH AND INSTALL E. V.P.E.
EQUIPMENT. MOUNTING IMRDWARE, CABLE AND ALL
OTHER HARDWARE NECESSARY. SEE DETAIL, THIS
SHITT. E. 'I.PE SHALL BE MOUNTED ON NEW
STF?EET LIGHT AND FACfi NORTHWARD TOWARD THE
CITY OF OCEANSIDE PERI DETAIL 3 THIS SHITT. I "-~ RR£ £JEPA.RM/E;VTSWITCI( GAS 6 a.1:crR/C SWIT'C,t/ NOT TO SCALE
33' JJ'
20· 20'
' I
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_Af'PROXIMA TE LOCA 1/~N O[_ _ _
2 EXISTING 4 • PVC 1w1GA nON SLEEVES
GON1'<ACTOR TO VfR Y LOCA T/ON
I
I
I
I
I
I • I
I: I
II f;; ,->W1i,/;/~~'/'t/,f~-,;;-ll,;;.;-;;;,=-a ,
' I TING TYPE -5 C T
PER SORSD D-9
• 13'
•
EXISTTNG 24" RCP STORM DRAIN
I
I
\
I
\
\
INSTALL R26
"NO PARKING ANY TIME" SIGN
INSTALL W14-1 "DEAD END" SIGN .t
R26 "NO PARKING ANY TIME" SIGN
' ' "'---...._____ , _ _,_ _______________ _
---------------------------------
EXISTING :z• BLOWOF'F
APPROACH/NG
VEHICLES
AB-121
ASTRO MINI-
BRAG OR
EQUAL
EVPE DETECTOR MOUNTING
NOT TO SCALE
FIN/Sh' GRADE
24" MIN.
12" MIN,
EVPE
DET[CTO/?
POLE
1ST 5'il
STAINLESS
STEEL BAND
/
~~~~L_L_'f'.~?ilii~ 2• P\IC, SCH. 80 GRAY CO/,/MUNICA TION CONDU/ T
2" P\IC; SCH. BO GRAY ELECTF?IC CONDUIT
7" MIN.
COMMUNICATION AND ELECTRIC
ti\. 4 1---=CO""N-"'D'-"'U~IT,-,1i~R=ENc=-'-C'-'--H'---------V NOT TO SCALE
NOT[: 1, ALL BENDS REQUIRE 3" CONCRETE ENCASEMENT.
2. ELECTF?IC CONDUlT SHALL HAVf 3/8" POLY PULL ROPE.
3. CONTRACTOR TO INSTALL COMMUN/CATION CABLE.
4. TRENCH TO BE INSPECTED AND ACCEPTED BY SDG&E
INSPECTOR PRIOR TO BACKl'ILL.
5. DETAIL ABOVf FOR LANDSCAPED AREAS. REFER TO
SDG.tE sm. DWG. FOR PA V[D AREAS FOR ALL CONDUIT
/NSTALLA TION.
REFERENCE DRMflNGS: DWG 304-7 SHTS. 14, 18 AND 25
DWG 304-7A SHT. 4
DWG 304-7M SHTS. L-3, L-14 .t L-40
f. :· •• ·i .-::,, ~ .....
_-:-\::_:_~-C _':~.\)
:~ o ·:. : . .-~ _-· .. >---SA,W BAC!r'FILL
, . .. ' . ' . . . ' ...... .
18"
"AS BUILT"
EXISTING 8" PVC SE~R -+ -1-~:~:.;..:~~..:.::..:::;;=c..---~-----·--·----,--16+00
/ __________ ~-........ ----~~------~----.,-·i--·---t--i-!---------/
I PROlECT EXISTING 4· SEIIE'R LATERAL
FOOTHILL AVENUE IN PLACE
BEGIN CONDUIT /NSTALLA TION
---------------
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L_J
EXISTTNG SDG1"E SERWC
POINI 0141JZP1 --
783
EXISTING DRIVfWA Y
IN PLACE
\
\
17+
INSTALL DUAL CHANNEL E. V.P.E. DETECTOR UNIT
(JM OPTICO/,/ MODEL 722 OR APPROVED EQUAL)
17+25 REVIEl.'ED BY,
i /z'ir/a s::
DATE ON LUM/NA/RE MAST ARM. CONTF?ACTOR SHALL
FURNISH AND INSTALL E. V.P.£ [QU/PMENT,
MOUNTING HARDWARE, CABLE, AND ALL OTHER
HARDWARE NECESSARY PER DETAIL •3• THIS SHE£T. --------------------------------------l----+---+-------------+----+--+--+------I I SH2EET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 3 ~=~=====================----'=::::::::::::::::::::
EXISTING DRIVfWAY
CT IN PLACE
IMPROVEMENT PLANS FOR: MIRA MONTE DRIVE ACCESS CONTROi.. GATE
SITE PLAN
S S /IS-BUILT EXISTING STREET LIGHT DATE INITIAL OWN BY: SEE PROJECT NO. DRAWING NO. PROJECT IN PLACE DATE INlllAL DATE INlllAL CHKD BY: 511 s L-------------------------------------------------------~;.:a.:1/.1.~'T,~i'M:i::i'~/./,~:JM:'LJ~,41,:,?L~E:_ ______________________________ ~E~N~GIN~E~ER~OFiiWO~R~K----R·E·V-ISiiliiOiiNiiiiDiiEiiSCiiRiiliiPiiTiilOiiNiiiiiiiiiiiiiiii~O~lli~E~R~A~PP~RO~V~AL~-C~ITY~A~PP~R~O;VA~L~~RV~W~D~B~Y:~W~P~~~P~W. 07-05 ENG 446-2
II'.
I
--EXISnNG CONCRETE SIDEWALK (2) NO PARKING SYMBOL R8-3a
FURNISH & INSTALL
FENCE ----1------
EXISTING CURB~
•
• 0
·' .,
..
2·-0· 6 3'-0"
... . f.
I I
I I"· Id. {. ·• .
TWO BACK TO BACK ON ONE GA TE --
SLUMPBLOCK COLUMN PER
DETAIL "B" THIS SHEET (TYP.}
( 4) SID. CALIF. CODE "FIRE LAN£"
SIGNS. PLACE (1) EA. STREET
SIDE OF COLUMNS (2 PER COLUMN)
( 4) NO STOPPING FIRELANE R26F (CA)
TWO BACK TO BACK ON GA TE AND FENCE
F.S. STREET
EXISTING STRUCTURAL SECTION
4" AC/ 6" AB
---CROf'M GROUT CAP -SMOOTH
TROWEL FINISH
---4" DIA. GAL \I. STL. PIP[,,
GROUT SOLID -PAINT SAFETY YELLOw"
---PCC SIDEWALK OR
PAVING WHERE OCCURS
•
•
FENCE
34'-0"
ELEVATION
NOT TO SCALE
4"X 4• 1/4" T.S. POSTS WITH-~
PLATE CAP, PAINTED
• 0,
'----RUBBER ROLLERS WITH
GUIDE BRACKETS
®GATE STOP F NOT TO SCALE
EXISnNG A.G. ACCESS DRIVE
ROLLING GA TE (8) OM4-3 RED MARKERS
Tl+V BACK TO BACK ON EACH PANEL
LOCATED WITHIN THE STREET
FURNISH & INSTALL
FENCE~------~
14'-0"
NOTE:
1. ALL SIGNS TO BE BOLTED TO EXPANDED METAL
FENCE AND GA TE.
2. ORIENTA noN OF TOP RAIL SHALL BE INSTALLED
LEVEL IN THE CLOSED POSITION.
3. INSTALL KNOX KEY SWJTCH MODEL 3503 ON FENCE
NEAR GA TE OPERA TOR HOUSING ON FENCE POST.
3'-0" 2·-0·
NEW PCC PAVING
PER THIS PLAN
2"X 2•x 1/4" STEEL ANGLE
WELDED 7b 6" WJDE BY 1/4"
THICK CONnNUOUS STEEL
PLATE
<J
11 <}
II II
-II
II II ·11
L'.l Li'-',"", -----ANCHOR BOLTS
II 5.8" x 0.16" ,-~
s:7:Zl
<J
Li
®ROLLING GATE TRACK
NOT TO SCALE
,------------,
I I
I I 4•x 4•x 1/4" r.s. -----+1 ,----7
POSTS WITH PLATE
CAP IN FOREGROUND, i i ii II I! PAINTED.
RUBBER ROLLERS ____ _,,
WITH GUIDE BRACKETS
IN FOREGROUND
NOTE:
IN CLOSED POSITION,
TOP OF GA TE TO BE
PARALLEL WI TH TOP
OF TUBE STEEL FENCING.
NO PORTION OF GA TE
ASSEMBLY TO PRO TRUDE
ABO v[ TOP OF TUBE
STEEL FENCING.
CONCRETE PAVING --~
,---FENCE
,,..----GATE
,,..----BOTTOM m-!ffL OVER
CONT. BOTTOM TRACK
,J,,----BOTTOM TRACK
@ FENCE AT GATE
NOT TO SCALE
GENERAL NOTES
FOR SLUMPBLOCK COLUMNS:
1. CONCRETE SHALL BE MACHINE MIXED. PROPORnONS TO BE 1 : 2i : 3 i BY VOLUME
USING A MAXIMUM OF I GALLONS OF WATER PER SACK OF CEMENT, UNLESS APPROVED
OTHERWISE. CONCRETE SHALL HA VE A MINIMUM UL nMA TE COMPRESS/VE STRENGTH
OF 2000 P.S.I. AT 28 DAYS UNLESS NOTED OTHERWISE. PORTLAND CEMENT SHALL
BE TYPE J[ FROM TESTED STOCK PER ASTM C-150, UNLESS PERMITTED OTHERWISE
IN SOILS REPORT.
2. CONCRETE MASONRY UNITS FOR HOLLOW UNIT MASONRY CONSTRUCTION SHALL BE
GRADE 'N' UNITS CONFORMING TO THE REQUIREMENTS OF ASIM C-30. THE UL nMA TE
COMPRESS/VE STRENGTH OF THE MASONRY WALL,GROUTED SOLID, SHALL BE A MINIMUM
OF f' m = 1500 P.S.I.
3. MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED OF 1 PART PORTLAND
CEMENT. 1/2 MAXIMUM TO 1/4 MINIMUM PARTS LIME PUTTY OR HYDRATED LIME AND
2~ TO J PARTS CLEAN WASHED SAND. MORTAR TO BE TYPE 'S' WITH A MINIMUM
ULTIMATE COMPRESS/VE STRENGTH OF 2000 P.S.I. AT 28 DAYS.
4. GROUT ALL CELLS. GROUT SHALL BE PROPORTIONED BY VOLUME AND SHALL HA VE
SUFFICIENT WATER ADDED TO PRODUCE CONSISTENCY FOR POURING WITliOU T
SEGREGATION. FINE GROUT IN SPACES 2" OR LESS, SHALL BE COMPOSED OF 1 PART
PORTLAND CEMENT TO WHICH MAY BE ADDED NOT MORE THAN to PART HYDRA TED
LIME OR LIME PUTTY AND 2!, TO 3 PARTS SAND. FOR COURSE GROUT ADD 1 TO 2
PARTS PEA GRAVEL TO THE FINE GROUT. GROUT SHALL ATTAIN A MINIMUM ULTIMATE
COMPRESS/VE STRENGTH OF 2000 P.S.I. AT 28 DAYS.
5. REINFORCING STEEL SHALL CONFORM TO ASIM A-615 GRADE 40 FOR #4 BARS AND
LESS, GRADE 60 FOR #5 BARS AND GREATER, UNLESS OTHERWISE NOTED.
B. ALL CONnNUOUS BARS OR DOWELS SHALL LAP A MINIMUM 40 BAR DIAMETERS IN
CONCRETE AND MASONRY, UNLESS OTHERWISE NOTED.
7. EXCAVATE FOR FOUNDATIONS TO THE DEPTliS SHOW ON THE DRAWINGS BELOW
UNDISTURBED SOIL OR COMPACTED EARTH, 12" MINIMUM UNLESS OTHERWISE NOTED.
8. MASONRY CONSTRUCnON SHALL CONFORM WI TH ALL APPLICABLE CODES AND
ORDINANCES (2004 UNIFORM BUILDING CODE).
9. POTHOLE FOR PILASTER AND FENCEPOST. THERE IS A 12· /RR/GA noN SLEEVE PER
D WG. 304-7M IN THE AREA.
, 18" so.
1 T~~ .... =======!;:~. ~-"
' .,
>>
> > > > ,,.. >>> u_ >
~>> >>>
16" EO.
J2" SQ.
>
> >
/'f"A,f@,.0/t4ST6f C4?
-8x2x16 SLUMPED FOR CAP
16x6x16 SLUMPED COLUMN
BLOCK, GROUT SOLID
~-#J BAR "Hoop• 0 18" O.C. MAX
> ~ #4 BARS VERnCAL (4) >>>
> >~>
~ > SLUMPBLOCK: COLOR -MATCH EXIST.
> BLOCK WALL FENCE
8"
~ >>
> >~> ~ ~>> ..---POURED CONCRETE FOOTING
3 -#4 BARS EACH WAY
-® SLUMPBLOCK COLUMN DETAIL
2" OD TOP & BOTTOM RAIL
2~" OD POSTS-~
• 0
I
"'
EXISTING PCC SIDEWALK
NOT TO SCALE
~--EXPANDED SHEET METAL FENCE
PCC FOOnNG
-@ FENCE & GATE DETAIL
NOT TO SCALE
REFERENCE DRAWINGS: DWG 304-7 SHT. 14 AND 18
DWG. 304-lA SHT. 4
NOTES;
ALL FENCE POSTS & RAILS TO BE
SQUARE TUBULAR STEEL
DWG. 304-7M SHT. L-J, L-14, L-40
, __ (1) EXPANDED METAL STEEL GA TE PANEL -
MANUFACTURER TO SUBMIT SHOP DRAWING TO
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION .
DRAWINGS ARE TO INCLUDE ALL ITEMS
NEEDED TO ENSURE THE PROPER INSTALLA noN
AND SAFE WORKING ORDER OF THE GA TE.
FABRIC SHALL BE 9 GAUGE STANDARD EXPANDED METAL
PCC PAVEMENT PER PLANS
,, AS BLJIL T"
RCE ZBf"Z&. EXP 3-::3 1-b DATE
REV!Ew'ED BY:
f---+------,f--------------l-----l----1---1-----" I SH3EET I CITY OF CARLSBAD I SHE3ETS I
~==:....':::=::::::E::::N:::G:::IN:::E::::E:::R::::I::::NG:::::D::::E:::P=A:::R:::::T=M:::E::::N::::T==::....'.:==:::::::
IMPROVEMENT PLANS FOR:MIRA MONTEDRfVEACCESSCONTROL GATE
DA TE INITIAL DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
GATE AND FENCE
DETAILS
#a?rtL~ ~ER -c, •Y l/-47
DEPUTY CITY ENGINEER PE 28176 EXPIRES 3 31 08 DA TE
DWN BY: 5£1;
CHKD BY: SH
RVWD BY: we
PROJECT NO.
PWS 07-05 ENG
DRA'MNG NO.
446-2