HomeMy WebLinkAboutLAKESHORE DR 16491 (2)c
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C5 CDD0 g ci o
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a o N 53 °3'55" W 406.31
3B -
o -5' TRELLIS SETBACK -
11 I° 17 SPACES @ 9 153.00'
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SWAP
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6.51' 23
N 2
14 SPACES @ 9' = 126.00'
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t N o 11 9
13:
3 S
4 o N 2
N 25 0
18
122.15
o BLDG -2
o ETAIL STRI
6,105 S.F.
25 REGU 9'X18' PARK G SPACES
CB 1 HANDI PED PARKI _SPACE
5' TRELLIS SETBACK
Z, 7177-7
ACES @ 9' = 117
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3
r-(1) , a
6.00'
I'4
1
11
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S 53 030' E - 196.15
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LAKESHORE DR.
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QUANTITIES
0 CONCRETE SIDEWALK AND CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -07.
C 24
0 ASPHALTIC PAVING. 5" AC OVER 6" AB. SEE SHEET 5 OF 6 FOR DETAIL C202 -05. 75967 SF
0 FORMED CONCRETE CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -04. 717 LF
0 STAMPED CONCRETE WITH SAWCUT.
1 1
1.
11
2
11,
C203 -08.
I
t
ACCESS RAMP, SEE SHEET 6 OF 6 FOR DETAIL C203 -12.
m
t:
0 ALKYD -READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE
2052 LF
25.5
SPECIFICATIONS FOR COLOR AND LAYOUT. SEE SHEET 5 OF 6 FOR DETAIL C202 -01.
JW
0 CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR. 100 SF
OPYLON FREESTANDING SITE SIGN WITH READER BOARD. ALL SIGNAGE SHALL COMPLY WITH
5 a
16
11
STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE.
t
10 TRASH ENCLOSURE. SEE BUILDING PERMIT PLANS FOR DETAILS C201-04. 2 FA
11
Ille
14825 SF
120 AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE SHEET 6
OF 6 FOR DETAIL C203 -02. SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS.
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MARK REVISIONS.
6.51' 23
N 2
14 SPACES @ 9' = 126.00'
r1 o0
t N o 11 9
13:
3 S
4 o N 2
N 25 0
18
122.15
o BLDG -2
o ETAIL STRI
6,105 S.F.
25 REGU 9'X18' PARK G SPACES
CB 1 HANDI PED PARKI _SPACE
5' TRELLIS SETBACK
Z, 7177-7
ACES @ 9' = 117
iD
3
r-(1) , a
6.00'
I'4
1
11
i
S 53 030' E - 196.15
2
e
LAKESHORE DR.
1 _ MZMN 'Mao imi
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FLOODPLAIN DATA
PROPERTY LIES WITHIN ZONE "X ". THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F
EFFECTIVE DATE AUGUST 18, 2003.
LEGEND
ADA ACCESSIBLE ROUTE:
SEE KEYED NOTE #18) Him
LIMITS OF PROPOSED CONSTRUCTION
EXISTING PROPERTY LINE:
EXISTING CMU BLOCK WALL:
PROPOSED CMU BLOCK WALL:
PROPOSED PROPERTY LINE:
PROPOSED CURB:
STAKING NOTES
A. THE BUILDING AND PARKING ARE PARALLEL AND /OR PERPENDICULAR TO N5303'55'W.
B. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL DESCRIPTION ARE
AS TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF LAKE ELSINORE. RIVERSIDE
COUNTY, CA DATED 12/13/2005.
AS PREPARED BY: DCI ENGINEERING
5100 E. LA PALMA AVENUE, SUITE 117
ANAHEIM HILLS, CA 92807
714.779.3828
C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND.
D. ALL RADII ARE 5.0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED.
E. ALL DIMENSIONS ARE TO FACE OF CURB AND BUILDING FOUNDATION WALL UNLESS
OTHERWISE NOTED.
F. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS INFORMATION OBTAINED FROM SOILS
REPORT DATED 11/10/2006.
AS PREPARED BY: SOUTHERN CALIFORNIA GEOTECHNICAL
22885 EAST SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92687 -4624
714.777.0333
NOTE
1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHOWN. RAMPS SHALL
NOT EXCEED 8.33% SLOPE. (INSPECTOR TO VERIFY)
2. THE ENTRANCE DOORS, STAIRWAYS, AND ELEVATIONS LEADING TO THIS PROPOSED
AREA OF REMODEL COMPLY WITH THE HANICAP ACCESS REQUIREMENTS. INSPECTOR
TO VERIFY.
I A'9
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PROPOSED 12 79'
RITE AID
BUILDING
24.50'
PL
6 FEET CMU
BLOCK
WALL1.50'
6.5" AC
ASPHALT PAVEMENT
CONCRETE
DRIVE AISLE
LOADING ZONE
5" AC OVER 6" AB
CROSS SECTION A -A
ALA
A. On streets, drivewvya, etc., where mubs are installed; curbs shall be painted
red and every thirty feet there shall be white letters spelling out -NO
PARKING - FIRS. LANE- CVC 22500.1" All letters and numbers shall be
a minimum of 3 inches. (See Figure 1)
I FrMUNG TO BE ON T_ OF CURB.
Figure 1 / /
1
NO PARKING FIRE LANE - CVC225001"
STRM OR CIRNE
WIDTH MAY VARY)
TOP OF CURB)
FIRE LANE STRIPING-
A P P R . DATE I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE PREPARED BY: WD PARTNERS, INC.
APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE
LAWS AND A PERMIT CAN BE ISSUED.
e
KEN A. SEUMALO, RCE No. 56915 DATE
CITY ENGINEER
CITY OF LAKE ELSINORE NO. 65838. EXP. 12/13/07
LANDSCAPE
CURB AND
GUTTER
DETAIL A
CONSTRUCTION NOTES QUANTITIES
0 CONCRETE SIDEWALK AND CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -07. 596 L F
0 ASPHALTIC PAVING. 5" AC OVER 6" AB. SEE SHEET 5 OF 6 FOR DETAIL C202 -05. 75967 SF
0 FORMED CONCRETE CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -04. 717 LF
0 STAMPED CONCRETE WITH SAWCUT.
11 •11 11 } 11
REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE SHEET 6 OF 6 FOR DETAIL
11,
C203 -08.
06 ACCESS RAMP, SEE SHEET 6 OF 6 FOR DETAIL C203 -12. 5 EA
0 ALKYD -READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE
2052 LF
SPECIFICATIONS FOR COLOR AND LAYOUT. SEE SHEET 5 OF 6 FOR DETAIL C202 -01.
0 CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR. 100 SF
OPYLON FREESTANDING SITE SIGN WITH READER BOARD. ALL SIGNAGE SHALL COMPLY WITH 2
LOCAL REQUIREMENTS. GENERAL CONTRACTOR TO INSTALL SIGN BASE. VERIFY SIZE, EA
STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE.
10 TRASH ENCLOSURE. SEE BUILDING PERMIT PLANS FOR DETAILS C201-04. 2 FA
11 LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. 14825 SF
120 AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE SHEET 6
OF 6 FOR DETAIL C203 -02. SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS.
PROVIDE 6 LONG YELLOW CONCRETE CURB STOPS AT HANDICAP PARKING SPACES AND
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777777 7 ti _ U
in
FLOODPLAIN DATA
PROPERTY LIES WITHIN ZONE "X ". THE AREA LIES WITHIN COMMUNITY PANEL NUMBER 0606362053F
EFFECTIVE DATE AUGUST 18, 2003.
LEGEND
ADA ACCESSIBLE ROUTE:
SEE KEYED NOTE #18) Him
LIMITS OF PROPOSED CONSTRUCTION
EXISTING PROPERTY LINE:
EXISTING CMU BLOCK WALL:
PROPOSED CMU BLOCK WALL:
PROPOSED PROPERTY LINE:
PROPOSED CURB:
STAKING NOTES
A. THE BUILDING AND PARKING ARE PARALLEL AND /OR PERPENDICULAR TO N5303'55'W.
B. ALL EXISTING CONDITIONS, TOPOGRAPHY, UTILITIES, EASEMENTS & LEGAL DESCRIPTION ARE
AS TAKEN FROM A SURVEY OF LAND SITUATED IN THE CITY OF LAKE ELSINORE. RIVERSIDE
COUNTY, CA DATED 12/13/2005.
AS PREPARED BY: DCI ENGINEERING
5100 E. LA PALMA AVENUE, SUITE 117
ANAHEIM HILLS, CA 92807
714.779.3828
C. NOTIFY OWNER OF ANY DISCREPANCIES FOUND.
D. ALL RADII ARE 5.0' OR HALF THE ISLAND WIDTH UNLESS OTHERWISE NOTED.
E. ALL DIMENSIONS ARE TO FACE OF CURB AND BUILDING FOUNDATION WALL UNLESS
OTHERWISE NOTED.
F. ALL DESIGN INFORMATION BASED ON SOIL CONDITIONS INFORMATION OBTAINED FROM SOILS
REPORT DATED 11/10/2006.
AS PREPARED BY: SOUTHERN CALIFORNIA GEOTECHNICAL
22885 EAST SAVI RANCH PARKWAY, SUITE E
YORBA LINDA, CA 92687 -4624
714.777.0333
NOTE
1. NO ABRUPT CHANGES IN ELEVATION ALONG PATH OF TRAVEL SHOWN. RAMPS SHALL
NOT EXCEED 8.33% SLOPE. (INSPECTOR TO VERIFY)
2. THE ENTRANCE DOORS, STAIRWAYS, AND ELEVATIONS LEADING TO THIS PROPOSED
AREA OF REMODEL COMPLY WITH THE HANICAP ACCESS REQUIREMENTS. INSPECTOR
TO VERIFY.
I A'9
1
rVNI
PROPOSED 12 79'
RITE AID
BUILDING
24.50'
PL
6 FEET CMU
BLOCK
WALL1.50'
6.5" AC
ASPHALT PAVEMENT
CONCRETE
DRIVE AISLE
LOADING ZONE
5" AC OVER 6" AB
CROSS SECTION A -A
ALA
A. On streets, drivewvya, etc., where mubs are installed; curbs shall be painted
red and every thirty feet there shall be white letters spelling out -NO
PARKING - FIRS. LANE- CVC 22500.1" All letters and numbers shall be
a minimum of 3 inches. (See Figure 1)
I FrMUNG TO BE ON T_ OF CURB.
Figure 1 / /
1
NO PARKING FIRE LANE - CVC225001"
STRM OR CIRNE
WIDTH MAY VARY)
TOP OF CURB)
FIRE LANE STRIPING-
A P P R . DATE I THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE MATH THE PREPARED BY: WD PARTNERS, INC.
APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY AND STATE
LAWS AND A PERMIT CAN BE ISSUED.
e
KEN A. SEUMALO, RCE No. 56915 DATE
CITY ENGINEER
CITY OF LAKE ELSINORE NO. 65838. EXP. 12/13/07
LANDSCAPE
CURB AND
GUTTER
DETAIL A
CONSTRUCTION NOTES QUANTITIES
0 CONCRETE SIDEWALK AND CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -07. 596 L F
0 ASPHALTIC PAVING. 5" AC OVER 6" AB. SEE SHEET 5 OF 6 FOR DETAIL C202 -05. 75967 SF
0 FORMED CONCRETE CURB. SEE SHEET 6 OF 6 FOR DETAIL C203 -04. 717 LF
0 STAMPED CONCRETE WITH SAWCUT. 1850 SF
0 REINFORCED CONCRETE PAVING AND TURN DOWN EDGE. SEE SHEET 6 OF 6 FOR DETAIL
C203 -08.
06 ACCESS RAMP, SEE SHEET 6 OF 6 FOR DETAIL C203 -12. 5 EA
0 ALKYD -READY MIX PAVEMENT STRIPING PER CALTRANS AND CITY OF LAKE ELSINORE
2052 LF
SPECIFICATIONS FOR COLOR AND LAYOUT. SEE SHEET 5 OF 6 FOR DETAIL C202 -01.
0 CONCRETE TRANSFORMER PAD TO BE PROVIDED BY GENERAL CONTRACTOR. 100 SF
OPYLON FREESTANDING SITE SIGN WITH READER BOARD. ALL SIGNAGE SHALL COMPLY WITH 2
LOCAL REQUIREMENTS. GENERAL CONTRACTOR TO INSTALL SIGN BASE. VERIFY SIZE, EA
STYLE, AND LOCATION WITH OWNER'S REPRESENTATIVE.
10 TRASH ENCLOSURE. SEE BUILDING PERMIT PLANS FOR DETAILS C201-04. 2 FA
11 LANDSCAPING OR LAWN AREA. SEE LANDSCAPING PLAN. 14825 SF
120 AREA TO MEET ADA AND LOCAL ACCESSIBILITY CODES AND REQUIREMENTS. SEE SHEET 6
OF 6 FOR DETAIL C203 -02. SEE GRADING PLAN FOR TOP AND BOTTOM CURB ELEVATIONS.
PROVIDE 6 LONG YELLOW CONCRETE CURB STOPS AT HANDICAP PARKING SPACES AND
OTHER NOTED PARKING SPACES. IF PRE -CAST CONCRETE BLOCK IS USED IN LIEU OF
PLASTIC ASSURE THE BLOCK IS PAINTED TRAFFIC YELLOW.
13 SITE ENTRANCE SIGN. SEE SHEET 6 OF 6 FOR DETAIL C203 -01.
2 EA
14 DRIVE THRU DIRECTIONAL SIGN, 2 FA
REMOVE EXISTING BLOCK WALL/ WOOD FENCE/ CHAIN LINK FENCE AND CONSTRUCT & CMU
15 SCREEN WALL. SEE SHEET 5 OF 6 DETAIL C202 -08. SEE SHEET C102 FOR TOP AND BOTTOM 743 LF
ELEVATIONS.
16 SITE LIGHT. SEE SHEET 5 OF 6 DETAIL C202 -03 AND ELECTRICAL SHEETS. 12 EA
017 STOP SIGN AND STOP BAR PER CITY OF LAKE ELSINORE AND CALIFORNIA MUTCD STANDARD 2 EA
DRAWING. SEE SHEET 6 OF 6 DETAIL C203 -01.
18 4' -0" MINIMUM WIDTH ACCESSIBLE ROUTE FROM BUILDING TO PUBLIC RIGHT -OF -WAY.
CROSS SLOPE IS NOT TO EXCEED 2.00 %. SEE GRADING PLAN FOR SPOT GRADE
ELEVATIONS.
19 BROOM FINISHED CONCRETE WITH TOOLED EDGES. SEE SHEET 6 OF 6 DETAIL C203 02. 240 SF
20 NOT USED.
21 DUMPSTER PAD. SEE BUILDING PERMIT PLANS FOR DETAIL C201 -07. 676 SF
22 CONCRETE WHEEL STOP. SEE SHEET 6 OF 6 DETAIL C203.10.
9 EA
23 PAINTED TRAFFIC ARROW AND /OR PAINTED ARROW WITH LEGEND. SEE SHEET 5 OF 6
DETAIL C202 -12 AND SHEET 6 OF 6 DETAIL C203 -06.
24 LOADING ZONE AREA.
277 SF
25 ASPHALT - CONCRETE TRANSITION. SEE SHEET 5 OF 6 DETAIL C202 -10.
26 CONCRETE PAD FOR EUSERC PANEL.
15 SF
27 FRONT ENTRANCE. SEE SHEET 6 OF 6 DETAIL C203 -02.
28 NO LEFT TURN" SIGN. SEE SHEET 6 OF 6 DETAIL C203 -01.
2 EA
29 CONCRETE BOLLARD. SEE BUILDING PERMIT PLANS FOR DETAIL C201 -05. 4 EA
30 FORMED 6" CONCRETE CURB AND 18" GUTTER. SEE SHEET 6 OF 6 DETAIL C203 -13.
788 LF
31 CONTRACTOR TO PROVIDE EXPANSION JOINT AT DOORS AND ALL LOCATIONS WHERE
CONCRETE IS SHOWN ADJACENT TO THE BUILDING. SEE ARCHITECTURAL PLANS FOR
JOINT DETAIL.
32 RAISED MEDIAN ACCESS CONTROL DEVICE (PORKCHOP) PER COUNTY OF RIVERSIDE 2 EA
STANDARD 207A.
33 PAVEMENT SHALL BE FLUSH WITH WALK IN HANDICAP PARKING AREA.
34 CONCRETE V- GUTTER. SEE SHEET 5 OF 6 DETAIL C202 -13.
177
LF
35 PROPOSED TRELLIS. SEE BUILDING PLANS ON SHEET C244 FOR DETAILS. 2 EA
36 DECORATIVE WALL SECTION. 2 EA
37 TAPER 6" CONCRETE CURB FROM TYPICAL CURB DETAIL TO MEET AND MATCH
C GU ON A ELEV N 0 ISTI DJ G C OR EM
38 SEE OFFSITE IMPROVEMENT PLAN.
39 FIRE LANE. STRIPING PER COUNTY OF RIVERSIDE FIRE DEPARTMENT. SEE DETAIL A TO THE
LEFT.
UN R SID ALK D IN PE COUN OF RI RSIDE TAND D NO. 9 FOR MERG CY J, EA
CB2
CALL BEFORE YOU DIG I
RNIA LAW REQUIRES EXCAVATORS TO NOTIFY
REGIONAL NOTIFICATION CENTER NOT LESS
N TWO (2) WORKING DAYS NOR MORE THAN
DURTEEN (14) CALENDAR DAYS PRIOR TO
EXCAVATION
D Dig Alert
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1- 800 - 227 -2600
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11atnning Division Approvaal
e , -- .. - - __ _. U N > t _-) 200'
Approved By:
I. .alltornta
DEVS,:L0VTAENT, INC.
7 07..
0 10 20 30 60
SCALE: 1" = 30.001
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SEAL 2852 Kelvin Avenue
Irvine, CA 92614
QPpFES510 \.,
949.753.7.876T
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65838
BENCH MARK:
DATE mT CIVIC a` CM -95-24
9TFOF OAV
Q
ELEVATION 1317.32' /
DATE: 6/5/2007
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CITY OF LAKE ELSINORE SHEET
16491 LAKESHORE DRIVE (RITE AID) Z OF 6
16475 LAKESHORE DRIVE (RETAIL)
I
PRECISE GRADING PLAN FILE No.
SITE IMPROVEMENT PLAN
I
15.00'
1/4" Ct
PLATE
3.5%
Cw4T H BASIN
Cc
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C202=02
Io
6.00' 6.00'
2.5%
ww°='
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REFER TO COUNTY OF
RIVERSIDE STANDARD NO. 309.
UNDER SIDEWALK DRAIN
FOR EMERGENCY OVERFLOW
SCALE: NTS
I
ASPHALT SURFACED STREETS WITH
OVERLAY PARALLEL
CAS [f2
1' 10' M_IN. WIDTH '
N
1'
I 1' ASPHALT OVERLA 3' MIN ASPHALT SURFACING (SEE NOTE 1)
h111 j" r - - ---- - _ _
EXISTINGASPHALT
NI "i I
BASE MATERIAL AND SUBGRADE
BAC
COMPACTED TO 95% RELATIVE
COMPACTION.
KFI L COMPACTED' -
90rREL IVE COMPACTION 8" MIN. CLASS 2 BASE (SEE NOTE 1)
EE NOTE #2) -
1 a
LL-
W MIN. SUBGRADE
MAX
BEDDING AND UTILITY BACKFILL
PER UTILITY COMPANY OR
MANUFACTURERS SPECIFICATIONS.
VARIABLE J
REFER TO COUNTY OF
RIVERSIDE STANDARD NO. 818.
NOTES:
1. REPLACE STRUCTURAL SECTION AS FOLLOWS:
SURFACING: EXISTING THICKNESS; OR 3' MIN. A.C., TYPE B.
BASE: CLASS 2 A.B. IN SAME THICKNESS AS EXISTING
BASE MATERIAL, 6' MIN. AS DIRECTED BY THE
INSPECTOR.
2. MAXIMUM LIFT THICKNESS IS 8INCHES; MAXIMUM LIFT THICKNESS
WHEN PONDING AND JETTING IS 4 FEET.
3, WHEN A FIRM FOUNDATION IS NOT ENCOUNTERED, DUE TO SOFT,
SPONGY OR OTHER UNSUITABLE MATERIAL, SUCH MATERIAL
SHALL BE REMOVED TO THE LIMITS DIRECTED BY THE DIREC-
TOR OF TRANSPORTATION OR AFFECTED UTILITY COMPANY
AND THE RESULTING EXCAVATION BACKFILLED WITH PIPE BED-
DING MATERIAL.
0202 - 14 UTILITY TRENCH BACKFILL DETAILI
SCALE: 1" = T -0"
D12020
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V
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r. X.
SECTION
POLE- MOUNTED LUMINAIRE
AND MOUNTING BRACKET. SEE
ELECTRICAL PLANS FOR
FIXTURE SCHEDULE.
POLE MODEL LITHONIA
SSS 25 5C.
CONCRETE PIER WITH (4) #7
REBAR UPRIGHT, AND #3 TIES
AT 12' O.C. VERTICAL. TOP (2)
3 TIES SPACED AS SHOWN.
PIER TO BE CONSTRUCTED IN
ONE CONTINUOUS POUR.
CHAMFER TOP EDGE 2" AT 45 °
HAND HOLE WITH WEATHER
PROOF COVER AND HARDWARE
PER MANUF. SPECIFICATIONS.
GROUND LUG (BY
MANUFACTURER)FOR
ELECTRIC GROUND.
GROUND LUG (BY
MANUFACTURER)FOR
COPPERWELD CONNECTION.
4) ANCHOR BOLTS - 1- DIA x 36"
LONG WITH 4" LEG.
STEEL BASE PLATE. INSTALLED
ON V THICK NON - SHRINK
GROUT BED.
ADJACENT FINISH GRADE
8 COPPER GROUND WIRE.
RUN WIRE THROUGH CONDUIT
IN CONCRETE PIER TO
GROUND ROD.
CONDUIT FOR CIRCUIT WIRING.
CIRCUIT AS SHOWN ON UTILITY
PLAN.
Y4' x 10' -0" COPPERWELD
GROUND ROD.
1/4" CONC.
PLASTERED WALL
TOP
FOOTING
REINF. CONC.-
CLASS "A"
PER SECT. 725
CONCRETE TO HAVE 28 -DAY 0 2 0 2 0 4
COMPRESSIVE STRENGTH OF
4,000 PSI WITH 6 % AIR CONTENT.
3 REINFORCING TIES AT 12" O.C.
VERTICALLY
N CONDUIT FOR LIGHT CIRCUITING.
4) #7 REBAR UPRIGHT MAINTAIN 3" CLEAR
FROM TOP AND BOTTOM AND EDGES.
CONDUIT FOR GROUND WIRE. MAINTAIN
PLAN MINIMUM 3' CLEAR FROM SIDE OF
NOTES
CONCRETE PIER.
A. FLOOD LIGHTS, POLE SIGNS, BUILDING SIGNS AND ACCENT LIGHTING ARE TO BE SWITCHED
ON /OFF THROUGH A LIGHTING CONTROLLER ( WITH PHOTO CELL) AND TIME CLOCKS. SEE
ELECTRICAL SHEETS FOR DETAILS.
B. GENERAL CONTRACTOR TO COORDINATE BASE PLATE AND ANCHOR BOLT LAYOUT WITH
POLE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR.
C. GENERAL CONTRACTOR TO CONFIRM EXTENT OF ITEMS INDICATED TO BE FURNISHED AND
INSTALLED BY ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION,
D. SEE LIGHT POLE CALCULATIONS.
DIVISION OF RESPONSIBILITIES
ITEM FURNISHED INSTALLED
POLE - MOUNTED LUMINAIRE AND
LIGHTING BRACKET
ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR
LIGHT POLE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR
CONCRETE PIER GENERAL CONTRACTOR GENERAL CONTRACTOR
ANCHOR BOLTS AND BOLT PATTERN ELECTRICAL CONTRACTOR GENERAL CONTRACTOR
STEEL BASE PLATE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR
CONDUIT FOR LIGHT CIRCUITING ELECTRICAL CONTRACTOR GENERAL CONTRACTOR
GROUND ROD ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR
GROUND ROD WIRE CONDUIT ELECTRICAL CONTRACTOR GENERAL CONTRACTOR
GROUND ROD WIRE ELECTRICAL CONTRACTOR ELECTRICAL CONTRACTOR
0202 - 03 LIGHT POLE AND BASE
SCALE: 1/2 " =1' -0"
a$
0 MIN,
LI MAX.
g • Re 6f -DITCH BANK
S : a
P P
30' MIN.
45' MAX.
U' TYPE
HEADWALL DETAIL
SCALE: 3/4 " =1' -0"
REGULATORY
SIGNS. SEE
DETAIL
C203 -01.
ASPHALT SEALER
2
ORIGINAL EDGE OF
0
2' SQUARE GALVANIZED SIGN
EXISTING PAVING
m
POST WITH PRE - DRILLED HOLES O
PAVING
ACCESSIBILITY. BORDER AND LETTERING
LAP SPLICE MINIMUM OF WAND PROVIDE z
2) %' DIA. GALVANIZED THRU BOLTS WITH
PAVING. APPLY ASPHALT
WASHERS AND LOCK NUTS AT 4° O.C. 80
CEMENT (AC -20) TO
µAceEBS..
LE LANDSCAPE OR
PAVEMENT, SEE SITE IMPROVEMENT
PLAN
e POST WITH PRE - DRILLED
HOLES PRIOR TO
PLACEMENT
q,
i 8' DIAMETER CONCRETE
FOOTING p,
q., a •.¢ I! q PROPOSED
ASPHALT TOP SHALL BE FLUSH
WITHa o- ... a .
e o- ..
o- ... FINISHED GRADE AND
BOTTOM PAVEMENT
SECTION P., q., .
P., BELOW LOCAL FROST
DEPTH P SEE DETAIL 0202 -
05.
pj1.,
q AGGREGATE
BASE
NOTES A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL AND STATE
REQUIREMENTS. B. (1) SIGN AT EACH ENTRANCE. SEE SITE IMPROVEMENT PLAN FOR
LOCATION. r'n' -n7 SIGN
POST COMPACTED
SUBGRADE ASPHALT
SEALER 12 "X1 8 "X.080 GA.
RETRO ORIGINAL EDGE
OF PARKING BY PERMIT ONLY"
TEXT_ EXISTING
PAVING EXISTING
BITUMINOUS 2" GRIND DEPTH SHOWN
DASHED)
PAVING ACCESSIBILITY. BORDER AND
LETTERING SAW -CUT
EXISTING STANDARD "FINE" SIGN
WHEN PAVING. APPLY
ASPHALT REQUIRED BY LOCAL
CODE* CEMENT (AC -20)
TO µ
AceEBS..LE STANDARD "VAN ACCESSIBLE"
SIGN AT SPACE ADJACENT TO 8.0'
LOADING SPACE 2" SQUARE
GALVANIZED SIGN
EXPOSED SURFACES POST WITH PRE -
DRILLED HOLES LAP SPLICE MINIMUM OF 6"
AND PROVIDE PRIOR
TO
PLACEMENT
q, i p,
q,.
p, fe
p, q., a •.¢ I! q
PROPOSED ASPHALT OF NEWPAVING. a o- ...
a .e
o- .. o- ...
PAVEMENT SECTION P., q., . P., P., 42 P q.. P SEE DETAIL
0202 -
05. EXISTING
AGGREGATE
BASE
pj1.,q
AGGREGATE BASE FINISHED GRADE
AND BOTTOM BELOW LOCAL
FROST
DEPTH COURSE
COMPACTED
SUBGRADE i.
MATCH EXISTING OR STRUCTURAL
FILL CONDITIONS
1' -
0"
REMOVE
EXISTING
BITUMINOUS PAVING
2-0"
REMOVE EXISTING
TOP
COURSE NOTES A. BASE COURSE TO CONFORM TO STATE D.O.T. STANDARDS FOR BASE
COURSE COMPACTED TO 100% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM
DRY DENSITY B. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET
THE MINIMUM REQUIREMENTS OF THE CURRENT STATE D.O.T. ROADWAY
DESIGN CRITERIA 0202 15 AB -TECH ULTRA -URBAN FILTER C202 10
ASPHALT TRANSITION SCALE: 1" = V -0" - SCALE: 1" =
V -0" MARK REVISIONS A P P R . DATE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE PREPARED BY' WD
PARTNERS, INC. APPROPRIATE CONDITIONS OF DEVELOPMENT AND /OR CITY
AND STATE LAWS AND A PERMIT CAN
BE ISSUED. - KEN A. SEUMALO, RCE No. 56915 DATE
ZI tARYEDDEAN
CITY
ENGINEER K1 CITY OF LAKE ELSINORE C.E. NO. 65838, EXP. 12/
13/07 STANDARD
DUTY PAVING A= 5" ASPHALT CONCRETE
A B B = TACK COAT (0.05 GAL/
S.Y.) C = 6" OF
AGGREGATE BASE D = 12" OF COMPACTED
SUBGRADE
C 7 A. SUBGRADE COMPACTION:
CBR =12 B. BASE COURSE TO CONFORM TO CALTRANS STANDARDS FOR BASE
COURSE COMPACTED TO 95% OF THE MODIFIED PROCTOR (ASTM D -1557) MAXIMUM
DRY DENSITY C. ALL SUBGRADE AND PAVEMENT OPERATIONS AND MATERIALS SHALL MEET
THE MINIMUM REQUIREMENTS OF THE CURRENT CALTRANS "CONSTRUCTION
AND
MATERIAL SPECIFICATIONS" ASPHALTPAVINGSECTION
C202 -05
DECORATIVE WALL CONCRETE CAP.
PAINT TO MATCH
TRASH ENCLOSURE
WALL CAP.
STUCCO FINISH TO
MATCH BLDG - - 4 @ 32' O.
C. (V) 4 @ 32' O.
C. (
H) — Li
SCALE: NONE 8"
CMU BLOCK
FULLY GROUT 202 -08 6'
SCREENING; WALL SCALE: NTS (PER
SEPARATE
PERMIT) a v -
i m TE TRAFFIC
PAINT
PER CIFICATIONS
0202 -0 INCLUDE
ON ALL ACCESSIBLE
SIGN POLES A
SIGN INDICATING MINIMUM
FINE FOR
ILLEGAL PARKING. DOUBLE
STRIPING DETAIL SCALE: 1 " =
1' -0" 12 "X1 8 "X.080
GA. RETRO REFLECTORIZED ALUMINUM
SIGN WITH PARKING BY PERMIT
ONLY"
TEXT_ PA".".. INTERNATIONAL
SYMBOL OF
PEnUn MLY ACCESSIBILITY. BORDER
AND LETTERING IN WHITE ON
BLUE BACKGROUND STANDARD "FINE" SIGN
WHEN ut REQUIRED BY
LOCAL CODE*
µAceEBS..LE STANDARD "VAN
ACCESSIBLE" SIGN AT SPACE ADJACENT TO 8.
0' LOADING SPACE 2"
SQUARE GALVANIZED SIGN POST WITH
PRE - DRILLED HOLES LAP SPLICE MINIMUM OF
6" AND PROVIDE 2) V DIA. GALVANIZED
THRU BOLTS WITH WASHERS AND LOCK NUTS AT
4'0,C,
LANDSCAPE OR PAVEMENT, SEE
SITE IMPROVEMENT PLAN 8"
DIAMETER CONCRETE FOOTING TOP SHALL
BE FLUSH WITH FINISHED
GRADE AND BOTTOM BELOW
LOCAL FROST
DEPTH
I
I0
m
O
r- i m
NOTES I" I A. SPECIFIC CODE SHOULD BE REFERENCED FOR LOCAL
AND STATE REQUIREMENTS B. (1) SIGN AT EACH ACCESSIBLE SPACE. SEE SITE IMPROVEMENT
PLAN FOR LOCATION 09ACCESSIBLE
PARKING
SIGN
0202 a NOTES SCALE: 1/
2"=V-0"
3- 0"
1" 18" 18" 3/8" LIP
3/
8" LI
1" 244CONTINIJn1 S A. CONCRETE SHALL BE OF CLASS
520 -C -2500. B. ALL GUTTER FLOWLINES SHALL
BE WATER TESTED. C. WEAKENED -PLANS JOINTS SHALL BE CONSTRUCTED
AT 12' INTERVALS EXCEPT THROUGH DRIVEWAY
AND ALLEY APRONS. 202 -12 PAINTED TRAFFIC ARROW IC202=1 3
CONCRETE V- GUTTER SCALE: 1 =
1
SCALE:
NTSU11111
DATE A,,f DATE:
6/5/
2007 C'.( k i '
rr. ria [OTtlt3
2852 Kelvin Avenue
Irvine, CA 92614 949.753.76767 CITY
OF LAKE ELSINORE 949.
753.7678 F wdpartners.com ;:16491 LAKESHORE
DRIVE (RILE AID) BENCH MARK: 76475
LAKESHORE DRIVE (RETAIL) CM -95 -24
PRECISE GRADING PLAN
ELEVATION 1317.
32'
SITE
DETAIL
AC AR SHEET
5 OF