HomeMy WebLinkAboutSUP 96-07; JENSEN STAIRWAY; Site Plan50-
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SECTION A-A
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.. -.. ------------------·--------~:: __ ::::_::~-~-::::-_~: :::::::::::::::_~_:::L:'.'.:~,~~,~'..'l'
------40-' .... r __ ..... ,.,.~"'::::.::-::7'..°:':':' .. -
' ' I I ' 30-································ ···························I ·· ····················
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SECTION B-B
SCALE 1 = 20'
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PURSUANT TO
APPR0v
.... _/EXISTING GRADE I
so-······ ............................................................................................... ····· ·.·.····,--·-·~~---~~~--.· -·-.-·--.---.--...... -......... --L. ___ --.. --.. ____ · -. --------~·--~-i..1
40 -·--·· ..... .. .. . .. · · . --·· ·
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..... ···························-······················································· ........................ .J
20-········ .. ························ ... , ·-· ... ···-· ··-..... , .. --·-.. , .. ·-!-·-· --., , .. ·-·-· "" .... , ·-·-· ·-.. , .. ,.
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EDGE OF
PAVEMENT
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I EDGE OF
PAVEMENT
P/L
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SECTION C-C
SCALE 1 ~ 20'
LEGEND:
•
6" BERM OR CURB ~
DRIVEWAY APRONS I
CITY OF CARLSBAD _______ .._ I .!.------!..-------4.8 r-
FOUND 3/4" IRON PIPE
SPOT ELEVATION
PROPERTY LINE
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MEAN HIGH 'WATER (MHW) \
4. 6 7 .£."L..1!!.§!'----. ) '-. ,'
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OF MHHW, 5.65 FT. rnsl ····-···-----~.''
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APPROXIMATE HEIGHT ii
OF (50 YR OCGURRENCE) 1
STORM WAVF.S, ,i.e. FLOOD',
14.0 msl --·-' '
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STANDARDS
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RIGHT OF WAY 100 FT
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20'
52.1
EDGE OF ASPHALT
---CENTERLINE
CHAIN LINK FENCE
EARTH DRAINAGE SWALE
6" BERM
SLOPE PERCENTAGE LEGEND
SYMBOL. ACRES PERCENT (%)
1 . 0 TO LESS THAN 15% SLOPE
2. 15% TO LESS THAN 25% SLOPE
3. 25% TO LESS THAN 40% SLOPE
4, 40% OR GREATER SLOPE
D
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TOTAL
NOTE: AREA WITHIN THE OCEAN WAS NOT INCLUDED
IN THE ACREAGE AND PERCENTAGE OF LAND IN
THE SLOPE CATF.GORIES. TOTAL AREA IS 1.61 ACRES.
GENERAL NOTES:
.78
0
0
0.12
0.89
THIS PROJECT IS TO BE CONSTRUCTED ON PRIVATE PROPERTY.
MHW IS AT ELEVATION 4,6 FT (MSL)
ENGINEER OF WORK: CIVIL ENGINEERING CONSULTANTS
CHARLES J. RANDLE, P.E.
1529-A GRAND AVENUE
SAN MARCOS, CA 92069
(760) 471-6000
SUP 96-07 -,JENSEN STAIRWAY
87
0
0
13
100
APPLICATION NO.
SEWER DISTRICT:
WATEf~ DISTRICT:
SCHOOL DISTRICT:
CARLSBAD MUNICIPAL WATER DISTRICT CMWD
CARLSBAD MUNICIPAL WATER DISTRICT CMWO
CITY OF CARLSBAD MUNICIPAL SCHOOL DISTRICT
CURRENT ZONE: R-1
LAND USE DESIGNATION: RLM 0-4 UNITS/ACRE
ADDl~ESS: VACANT LOT
ASSF.SSORS PARCEL NO. 210-120-30
RECORD OF SURVEY MAP NO. 11280, DATED OCTOBER 22, 1987
EARTHWORK: CUT: 85 CY
DRAINAGE: EARTH SWALES, DRAIN TO STAIRWAY STRUCTURE
...
!:l 7
Cl "' CL
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GEOTECHNICAL REPORTS: ' \
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SITE PLAN
SCALF. 1" = 20'
EXISTING
FENCE
EXISTING FENCE
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BENCH MARK
WALL MONUMENT, CONNER ROAD: ELEVATION 48.17 rnsl
( 48.60 rnsl PER CITY OF CARLSBAD BENCHMARKS)
~ER CITY OF CARLSBAD IMPROVEMENT PLANS,
DRAWING #227-8
1. GEOTECHNICAL INCORPORATED, PROJ. NO. 0319-001-00
DOC. #6 .. ·0477, DATED SEPT 3, 1996 (TWO COPIES ENCLOSED)
2, ICG INCORPORATED, JOB NO,. 05,,-8109c001-00-00
LOG NO, 9-2'248, DATED NO\/l"MBE:R 6, 1989
AND JOB No.:. 04··8529-001-00·-00; LOG NO. 1-141E
3.
DATED MARCf-\ 28, 1991 .
CONVERSE CQNSlJ~tANTS, Pi'zOJECT NO. 83-2299-02 & 01
DATED SEPTEMBER/20, 1984; DATE FEBRUARY 1, 1984
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4/11/97
97001
AS SHDI./N
RANDLE
1 or 1
40-
30-
20-
10-
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POUR SOLID TO FINISH GRADE
CAISSON INTO BEDROCK (TYP)
,;; BEDROCK EL.-2.0 MSL±
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SECTION A-A
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APPROXIMATE LOCAl]ON
MEAN HIGH WATER (MHW)
4.67 FT. rrrn.L
4.8 r----
APPROXIMATE HEIGHT
OF .. _M_HHW, 5.65 FT. msl
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GRADE
A
SITE PLAN ENLARGEMENT
SCALE 1" ~ 10'
38.2 39.2 ✓ --~--~
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175'
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OF WAVE RUN-UP
(21 .Ct msl)
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1-----TOP OF 13LUFF (VARIES)
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EXISTING
FENCE
94.50'
44
A
A
P/L C/L
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I EDGE OF
PURSUANT TO
EXISTING BLUFF
EDGE OF
PAVEMENT 6" BERM OR CURB~ PAVEMENT I
DRIVEWAY APRONS I I
CITY OF CARLSBAD _ _ _ _ _ _ _ _ _ ~---""'"----!.
CONCRETE WALLS
'"'·•~ .. --,, .. ...... , ,.-
CONCEPT OBLIQUE
NOT TO SCALE
LEGEND:
P/L • FOUND 3/4" IRON PIPE W/ PLASTIC CAP I 48
/·-SPOT ELEVATION
STANDARDS
r--~3~0~• --+-=20~'--+--!--'~4--......;3,,_,0,_' __ _
----PROPERTY LINE
EDGE OF ASPHALT
CENTERLINE
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20'
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EXISTING FENCE
BENCH MARK
WALL MONUMENT, CONNER ROAD: ELEVATION 48.17 msl
(48.60 msl PER CITY OF CARLSBAD BENCHMARKS)
i=>ER CITY OF CARLSBAD IMPROVEMENT PLANS,
DRAWING #227 -8
CHAIN LINK FENCE
EARTH DRAINAGE SWALE
6" BERM
GENERAL NOTES:
THIS PROJECT IS TO BE CONSTRUCTED ON PRIVATE PROPERTY.
MHW IS AT ELEVATION 4.6 FT (MSL)
ENGINEER OF WORK; CIVIL ENGINEERING CONSULTANTS
CHARLES J, RANDLE, P.E,
1529-A GRAND AVENUE
SAN MARCOS, CA 92069
(760) 4 71-6000
APPLICATION NO. SUP 96-07 --JENSEN STAIRWAY
SEWER DISTRICT: CARLSBAD MUNICIPAL WATER DISTRICT CMWD
CARLSBAD MUNICIPAL WATER DISTRICT CMWD WATER DISTRICT,
SCHOOL DISTRICT: CITY OF CARLSBAD MUNICll'AL SCHOOL DlfRICT ! .
CURRENT ZONE: R-1
LAND USE DESIGNATION: RLM 0-4 UNITS/ACRE
t ' l
ADDRESS: VACANT LOT
ASSESSORS PARCEL NO. 210-120-30 T:fi\if :·,:;
RECORD OF SURVEY MAP NO. 11280, DATED OCTOBER 22, 19_87 N.t ,, ''l ·.
EARTHWORK: CUT: 85 CY
DRAINAGE: EARTH SWALES, DRAIN TO STAIRWAY STRUCTIJR( ""'··-._.-........ :.~£::::·/ ,,"_:;
GEOTECHNICAL REPORTS:
1. GEOTECHNICAL INCORPORATED, PROJ. NO, 0319-001-00
DOC. #6-0477, DATED SEPT 3, 1996 (TWO COPIES ENCLOSED)
2. ICC INCORPORATED, JOB NO. 05-8109-001-00-00
LOG NO. 9·-2248, DATED NOVEMBER 6, 1989
AND JOB NO. 04-8529-001-00-·00, LOG NO. 1-141 E
DATED MARCH 28, 1991
3. CONVERSE CONSULTANTS, PROJECT NO. 83-2299-02 & 01
DATED SEPTEMBER 20, 1984; DATE FEBRUARY 1, 1984
·,
TO THE LARGEST EXTENT POSSIBLE, WING WALLS ON EACH SIDE OF STAIRWAY
WILL BE REDUCED IN ELEVATION TO ACCOMMODATE THE PLANTING OF SHRUBS
AND VINES, WrilCH WOULD BE PLANTED TO ENHANCE THE VISUAL APPEARANCE
OF THE STAIRS ANO ABSORB AND REDUCE THE POSSIBILITY OF NOISE. PLANT
SECTION SHALL BE COORDINATED WITH THE PL.ANNING DEPARTMENT WITH
APPROPRIATE SELECTIONS Of' PLANTS TO INCL.UDE, BUT NOT LIMITED TO
SUGGESTIONS DESCRIBED IN "SEASIDE PL.ANTS, BY MENNINGER".
MAINTENANCE OF THE ACCESS TO AND THE 'nAIRWAY WILL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER.
AN APPROPRIATE AOOITIVE SHALL BE PLACED IN THE CONCRETE OR ON THE
SURFACES OF THE CONCRETE TO BE USED FOR THIS PROJECT AS SPECIFIED
BY THE CITY OF CARLSBAD PLANNING DEPARTMENT FOR THE PURPOSE OF
GRAFFITI CONTROL AND REMOVAL.
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9701-SI
4/U/97
97001
REVISl□N•
RANDLE
APP. V
SHtf:T1
1 o, 2
·-"
--,:.,
•'
i--4.:..:.0::.:0:.._' ---------'--"19_.00'
3.00'
40-
30-
A
7(1 -
0 0 ,..;
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f,,00'
4.00'
, , , ,
'
y
~POUR SOLID TO
FINISH GRADE
0 0 ,,.,
N
79.00'
19.00'
13.00'
EXISTING GRADE -
NOTE:
0 0 ,-..: .,.,
4.0'
BERM OR CURB WITH
DRIVEWAY CUTS PURSUANT
TO CITY OF CARLSBAD
t--<.O
"' ,,.,
4.0'
6.00'
ELEV.
31.33'
,-.
I
10.00'
C TYP.
N
"' N ...
I 9.00'
9.00'
(!)
6.00'
:::;:
"' ...
6.00'
,.--'
DEPTH OF CAISSON TO
BE DETERMINED IN THE
FIELD BY THE ENGINEER
12.00' PER SEC Tl □N A 27' PER SECTION A 40.00' PER SECTION B . ---------------J-0--------------..C.::..:.=----'-='-'-'--=-=-~""'-'--"----,----------~-1------------i
BATTERED WALL (SEE PLAN VIEW)
0
... 1111 ....
/CAISSON INTO BEDROCK
BEDROCK EL.-2.0 MSL±
1111 ~I Ill
SECTION
4.00' 19.00'
20 STEPS @ 7' RISERS X
0/ ... -... \ 0 If) ~ "' 10 "' N □, I "1 " ,j ., I -in
<O ' ' OJ "' ---... _ _.,..
PLAN VIEW
SCALE: I' ~ 5' -0"
(TYP. U Nl.ESS NOTED OTHERWISE)
f,,00'
12" TREADS 20 STEPS @ T
C1 C 1 TYP.
If) 0 t-----If) 0 "' t--"' "' , ' N □ t--f \ (IQ I~ ,..; I.O ,-. "' ' , N
N -,-• -' ' N .., .,, ,..,.
,'
19.00' 6.00' 19.00' 6.00'
RISERS X 12 TREADS 20 STEPS @ I RISERS X 1 2" TREADS
I
' 12"
' 0 "' 0 If) ..., ----co -"' -:8 -~ ---LI) N 0 t--..., ' ' "' (!) .... "' ... , ' ' . -' ' ' I . )q . I I "' t--"' o-I -,,., t--"' 0 N \ : I ... ... N N N .., .,., ' ' ,,., ,,., ,,., ,,., ... ... _ ....... ,_ .....
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6.00'
12·
7
I
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No. SUMMARY OF REQUIRED SPECIAL INSPECTION DESIGN
STRENGTH
1. VERIFY THAT SOIL CONDITIONS ARE SUBSTANTIALLY
IN CONFORMANCE WITH THE SOIL. INVESTIGATION
REPORTS
2. STRUCTURAL CONCRETE OVER
2500 PSI
GRADE 3. REINFORCING STEEL 60 KSI
f--+----------------------+--·-·--·-4. VERIFY THAT FOUNDATION EXCAVATION EXTEND
TO THE PROPER DF..PTH AND BEARING STRATA
5. PILES AND CAISSONS
REQUIRED SPECIAL
SCALE; N. T.S.
INSPECTIONS
#5 BAR EACH TREAD
.
#5 ® 15" EACH WAY
3" CLEAR (TYP)
TYPICAL ST AIR SECTION
n
3-#5 CO:DLL.JNT:;;:;:;,;:i ~----------.-
.,....--#3 TIES @ 12"
2-#5 CONT 3" CLEAR (TYP)
48"
2-#5 CONT.,
/#4 EACH TREAD
18" --· ---'"------------·
_ ~....lc-#6 CONT.,.t". ~:::::'.U,::::'.:::::::;:~ ____ 8_"
\
\' \_!4" CLEAR t
L #5 ® 15" EACH WAY
3" CLEAR (TYP.)
SECTION A
SCALE: 1" ~ 2' -0"
c1 7
r#3 TIES C 6"
/j /5-#8
----··/1---·-··j·----
30" ' 7
_.__, 5-"-'---t:.:::::'.::::;;,i='.=;;:'. .. :::'.:::;:!::::::ti =i:::,:-::':::':'.> _l 4"
(TYP.)-1/
5-#6
3" CLEAR
SECTION
SCALE: 1 '' ,.. 2' -OH
8
8
NOTES:
GENERAL
_.-;. ~--:.J;
·-:·,;• .. ,..,-,
' '··:),c,._,~ <,,
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THIS WORK.
2. BOTTOM OF CAISSONS TO BE VERIFIED AND APPROVED BY ENGINEER
DURING CONSTRUCTION.
3. NO Cl·IANGES TO THESE PLANS SHALL BE PERMITTED WITHOUT THE
PREVIOUS WRITTEN APPROVAL FROM THE ENGINEER OF RECORD.
4. ALL ELEVATIONS, LOCATIONS, AND GRADES SHALL BE VERIFIED BY
THE ENGINEER IN THE FIELD.
REINFORCING BARS
1. ALL BARS SHALL BE GRADE 60 EPOXY COATED AND SHALL CONFORM TO
ASTM A615.
2. REINFORCING BARS SHALL BE SECURED IN PLACE PRIOR TO
INSPECTION ANO OR PLACEMENT OF CONCRETE.
3. DETAILS OF REINFORCING SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF
THE AMERICAN CONCRETE INSTITUTE "ACI 318" UNLESS NOTED OTHERWISE.
4. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS
OF "BAR SUPPORT SPECIFICATIONS" BY THE CONCRETE REINFORCING INSTITUTE.
CONCRETE
1, POURED IN PLACE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3DOO PSI AT 28 DAYS.
2. CONTRACTOR SHALL SUBMIT THE MIX DESIGN FOR APPROVAL.
3. CAISSON CONCRETE MUST BE PUMPED OR TREMIED.
4. TYPICAL CONCRETE COVERAGE OF REINFORCING:
CONCRETE CAST AGAINST EARTH . . . . . 3 INCHES
EXPOSED TO EARTH OR WEATHER:
LARGER THAN #5 BAR . . . . . . . . . 2 INCHES
#5 AND SMALLER . . , , , , •. , • , • 1 1/2 INCHES
TESTING AND INSPECTION
1. CONCRETE TEST CYLINDERS SHALL BE TAKEN AND TESTED.
2. CONCRETE MIX DESIGN SHALL BE PROVIDED TO THE ENGINEER 5 DAYS
PRIOR TO PLACING. MIX DESIGN SHALL INCLUDE GRAIN SIZE
DISTRIBUTION OF AGGREGATE.
3. ALL BACKFILL SHALL BE GRANULAR AND APPROVED BY THE ENGINEER.
COMPACTION SHALL BE 90% MINIMUM PER ASTM D-1557-91.
4. RE:INF"ORCING PLACEMENT SHALL BE INSPECTED TO INSURE PROPER
COVER, ADEQUATE SPLICES, AND CONFORMANCE WITH Hff DRAWINGS.
HANDRAILS
1. TOP OF HANDRAILS SHALL BE PLACED 36 INCHES ABOVE THE NOSING
OF TREADS.
2. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE
STAIRS, ENDS SHALL BE RETURNED.
3. HANDGRIP PORTION SHALL BE 2 INCHES IN CROSS-SECTIONAL DIMENSION.
THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE
WITH NO SHARP CORNERS. HANDRAILS SHALL f-lAVE A SPACE OF NOT LESS
THAN 1 1 /2 INCHES BETWEEN THE WALL AND THE HAND HAIL.
4. HANDRAILS SrlALL BE DOUBLE DIPPED GALVANIZ[D.
NOTES
SCALE: N. T.S. 8
1 2" 1 2"
•
3'' CLEAR (TYP)-------.._:
,:: u w 7 D
Cl.
1 ,
#5 ® 10" (V)
t1 w AP ~ ~ .. ~ : ...
1 B"
SECTION 8
SCALE: 1" • 2'-0"
3" CLEAR
SECTION C1
SCALE: 1,. "" 2' -0"
~ THI.! .. THE AP >ROVED TEJ'llTATIVE MAP 1$1TE'
PlANPERCOND TIOI~ N: _i6~_0!;£LAN ING
CO ~')11$6 f\)N R SO1.UTIL. '\10. ----~ ~-·
/#5 EACH TREAD (' ikij,•~, ~f1
1IM!lllffll1NG Cl~n. • AT!i
\ '~ 4" CLEAR f
L #5 @ 15" EACH WAY
, .. ---+ ... ,._ f=f:.;:
-... ~+---, ~--+---, ..
TIES
SPIRAL #4 @ 6"
8~#10 BARS
PROVIDE A HOOK
AT BEAM
8
® s·g
8
1-z w -d
z
~
lf1 z
~
1--:,
z
0
1--:,
I' ...... ,,..,,
DATE•
RuJ._,..,,
SCALE,
REVISION,
<t: u
~
Cl <t: co rn.
i,....::i
~ ~ u
97 □1-S2
4/11/97
~7001
AS SHO\IN
RANDLE
2 □F 2