PG2020-0004A SINGLE 3 'INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL
V WEA
LOCATIONS CONDITIONAL ON A PRE -APPROVED CITY
EQUIVALENT RIN G/BA MSE
'j L'
SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTILIZED
FOR ALL PAVEMENT SECTIONS. ONSITEE RECYCLED BASE OR EQUAL IS
ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL. NO CRUSHED
MISCELLANEOUS BASE IS ALLOWABLE,
■
ngineering/Land Surveying/Land Planning
160 S. Old Springs Road
Suite 210
Anaheim Hills, CA 92808
714-685-6860
CITY OF LA QUINTA, CALIFORNIA
PARCELS 1 AND 6 OF PM NO. 271
NWC OF CALLE TAMPICO AND WASHINGTON STREET IN THE NW 1/4 SECTION OF SECTION 6 T6S, R7E
ASSESORS PARCEL NO. 770-020-015-4
ESTIMATE OF EARTHWORK QUANTA -11-5-
No. 113987
Exp. 2130A1
CIVIL
INDEX MAP �A
1"=40'
TOTAL*
SITE CUT
(10) CY
SITE FILL
185 CY
BLDG. ENG. FILL
0 CY
INET FILL (IMPORT)
175 CY
IBLDG. OX & RECOMPACT
(610) CY
ABIBREMA110K
AC -
ASPHALT CONCRETE
Cy. C.Y. -
CUBIC YARDS
C&G -
CURB AND GUTTER (PCC)
DeD A
DOUBLE CHECK DETECTOR
ASSY.
FDC-
FIRE DEPT. CONNECTION
EX, EXIST -
EXISTING
FF -
FINISHED FLOOR
FS -
FINISHED SURFACE
B/W -
BACK -OF -WALK
FL -
FLOWILINE
GB -
GRADE BREAK
P CC -
PORTLAND CEMENT CONCRETE
r,
P V %� -
POLYVINYLCHLORIDE
R/W -
RIGHT-OF-WAY
(SS) -
EXISTING SANITARY SEWER
S I D�
STD, -STANDARD
SPPWC -
STANDARD PLANS FOR
PUBLIC WORKS
SSPWC-
STANDARD SPECIFICATIONS
FOR PUBLIC WORKS
SD -
CONSTRUCTION
TEL, TELE. -
STORM DRAIN
C -
TELEPHONE
(W) -
TOP OF CURB
Glvi, DEMO -
EXISTING WATER
DEMOLITION
LF -
LINEAR FEET
SCE -
SOUTHERN CALIFORNIA
EDISON
B/W, BW -
BACK -OF -WALK
INV -
INVERT
R -
RADIUS
EA. -
EACH
SF -
SQUARE FEET
Or -
ON CENTER
CF -
CURB FACE
PQ_ -
PULL BOX
PROP. -
PROPOSED
BB -
BACK BOARD
EG -
EDGE OF GUTTER
TELE. -
TELEPHONE CONDUIT
ELEC. -
ELECTRICAL
37 15 -&-
�6.65 Fb
PROPOSED ELEVATION
37.15 0-
rC
EXISTING ELEVATION
ASSESSOR'S EARCEL NQ.
lln�noln_01 54
REQUIRED PARKING = 35 STALLS
PROVIDED PARKING = 35 STALLS
PROVIDED ACCESSIBLE - 2 STALLS 11 "AN)
BUILDING PARKING RATIO = 12.5 STALLS PER
1,000 S.F.
DATE OF FIELD SQUEY
MARCH 23, 2019
11M INEQUATION
THE T1flLE INFORMATION SHOWN HEREON IS PER PRELIMINARY REPORT FOR TITLE INSURANCE NO. NCS-927688-HOU2
DATED SEPTEMBER 27, 2018 AS PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, THE WOODLANDS,
TEXAS [TITLE OF ICER: SH'RON MORK, TELEPHONE: 832 246-53431. NO RESPONSIBILITY OF CONTENT,
COMPLETENESS OR ACCURACY OF SAID PRELIMINARY REPORT IS ASSUMED By THIS MAP OR THE SURVEYOR.
LQ INVESTMENTS, L.P., A CALIFORNIA LIMITED PARTNERSHIP
LEGAL DESCEIIETION MTV
REAL PROPERTY IN THE CITY OF LA QUINTA, COU110 I I OF RIVERSIDE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL A:
PARCEL 1 OF PARCEL MAP NO. 27984, IN THE CITY OF LA QUIINTA, COUNT OF RIVERSIDE, STATE OF CALIFORNIA,
ly
ON FILE IN BOOK 186, PAGES 91 AND 92 OF PARCEL MAPS, RIVERSIDE COUNTY RECORDS.
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS OVER THAT CERTAIN SHARED
PRIVATE DRIVEWAY AS SET FORTH IN THAT CERTAIN RECIPROCAL ACCESS EASEMENT AGREEMENT RECORDED MAY 31,
1994 AS INSTRUMENT NO, 221279 OF OFFICIAL RECORDS,
BASS OF BEARINGS
THE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF PARCEL MAP NO, 27984, FILED IN PARCEL MAP
BOOK 186, PAGES 91 & 92, BEING NORTH 89'58'02n EAST.
ALIAMSEa TABLE A M NOTES
ITEM 3 FEMA HAS NOT COMPLE'=" A STUDY TO DETERMINE FLOOD
I- I _u HAZARD FOR THE SURVEYED PROPERTY, THEREFORE, A FLOOD
MAP HAS NOT BEEN PUBLISHED AT THIS TIME. THE FEMA
WEBSITE INDICATES THAT THE SURVEYED PROPERTY LIES WITHIN
ZONE Y (SHADED), AND IS DESCRIBED AS -0.2% ANNUAL
CHANCE FLOOD HAZARD'
ITEM 4 THE GROSS LAND AREA IS: 2015,202 SF 4.711 ACRES
ITEM 5 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE LASED
SIGNAGEE AND STRIPING NOTES:
(*'9�
\__01
CC rCcini NG ULIML
AC LNNULL PARKING STRIPING PER DETAR ON SHEET C-7.
2 CA
10PARKING
SIGNAGE PER DETAIL ON SHEET C-7.
I ------ fA
11
LA QUINTA PARKING STALL STRIPING PER DETAIL ON SHEET C-7,
17 EA
DIAGONAL SMIR!PING PER DETAIL ON SHEET C-7.
80 LE
13
11ENANT WAY FINDER STRIPING PER ARCHITECTURAL PLANS.
10 EA
Q4j
MWIRE ELECTRICAL VEHICLE CHARGING STALL, SEE ARCH/MEP PLANS FOR CONDUIT INSTALLATION.
2 EA
8
INSTALL WHEEL STOP PER DETAIL ON SHEET C-7.
4 EA
n16
SITE LIGHTING PER ARCHITECTURAL PLANS AND SEPARATE BUILDING PERMIT,
GRADUG' CONSTRUCTION 1`40TES:
QUANTITIES
a
PROTECT IN PLACE EXISTING ITEM INDICATED.
( DO
CONSTRUCT 6' (UNLESS OTHERWISE NOTED) CONCRETE CURB PER CITYSTANDARD210.
550 LF
21
CONSTRUCT 60 CURB & GUTTER PER CITY STANDARD 201.
130 LF
(22/)
INSTAL TCD3X122 CURB-O-LET PIPE WITH CURB ADAPTOR.
A C
@
CONSTRUCT CURB RAMP PER DETAILS ON SHEET C-6. TRUNCATED DOMES PER CITY STANDARD 250.____8E&_
CONS71RUCTI CROSS GUTTER PER CITY STANDARDS 230 & 231, WIDTH PER PLAN.
100 LF
205
INSTALL 6' NDS AREA DRAIN W11I 3" CURB DISCHARGE PIPE PER DETAIL ON SHEET C-7.
1 EA
26
E
INFILL GAP BETWE IN BUILDING AND BACK OF CURB WITH CONCRETE.
11 LF
C'UNSTRUC71 8 CU 0 RB ANID (32VICTUER PER (= STANDARD 422.
100 LI
28
ArNIUST TO GRADE EXISTING UTILITY BOX.
1 EA
WATEC CONSTR'U'11 -0N NOTES; QUANTITIES
R
•
(t1)
INSTALL SEWER CLEANOUT PER CVWD SMID. S-6
1 LF
(42)
BREAK IN EXISTING SEI MANHOLE FOR CONNEC_nON. SE DETAIL HEREON.
EA
403
P.O.C. FOR BLDG. SEE PLUMBING PLANS FOR C NIn,,,n
.NUATION
1 EA
QMER
OLDER
LAN 125CAPIL-ARCH UEQI
LQ INVESTMENTS, LIP
KAIDENGROUP
ARCHITECTS ORANGE`CE
P.O. 492029
5070 N 40TH STREET
144 N. ORANGE STREET
LOS ANGELES, CA 90049
SUITE 210
ORANGE, CA 92866
PHONE (310) 701-7091
PHOENIX, AZ 85018
OFFICE- 714-639-9860
POC: STEPHAN SPERLING
PHONE (602) 284-4736
POC: ELVIS DEL MURO
5011L ENGINEER
ARCH'iEff"I
SALEM ENGINEERING GROUP, INC.
ARCHITECTS ORANGE
8711 MONROE COURT, SUITE A
144 N. ORANGE STREET
RANCHO CUCAMONGA, CA -1730
ORANGE, CA 92866
REPORT: 32190560
OFFICE: 714-639-9860
OFFICE: (909980-6455
POC: ELMS DEL MURO
FAX: (909) 980-643;
POC: CLARENCE JIANG, GE
FIRM "#k
a
V1 CY120 20
A.J. ORTEGA DATE CHERI FLORES _&�TE�
CALLE TAMPICO AND WASHINGTON STREET. CONTOUR INTERVAL-1
BUILDING OFFICIAL PLANNING MANAGER
SIGNA REATE CITY OF LA QUINTA CITY OF LA QUINTA
MEN ffa_Nw#M
w 7 Y' ENGINEER
DESIGNED BY LL' DRAWN BY CHECKED- BY if'o-I NO. 49418
®ATE
EXp DA— - 9,30--- 11 SCALE.- AS NOTELD
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®EI�IOLITION NOTES:
PROTECT IN PLACE EXISTING ITEM INDICATED.
-------------- Fl—fl
APPROXIMATE LIMCf OF SAWCUT.
®
REMOVE AND DISPOSE OF EXISTING CURB, CURB & GUTTER, AND/OR GUTTER.
REMOVE AND DISPOSE OF EXISTING AC PAVEMENT.
�4
REMOVE AND DISPOSE OF EXISTING CONCRETE PAVING AND/OR WALK.
REMOVE AND DISPOSE OF EXISTING LANDSCAPE AND IRRIGATION.
OVER®EXC MATE AND RE —COMPACT S3UB®GR. E TO SATISFACTION OF ON —SITE
GEOTECHNICAL ENGINEER.
6�
INSTALL CONSTRUCTION FENCING WITH SCREENING MATERIAL.
PROPOSED BUILDING LIMIT GC TO OVER —EXCAVATE AND PREPARE SOIL PER
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
®
SEE ARCH/MEP PLANS FOR SITE LIGHTING DISPOSITION WITHIN WORK AREA.
REMOVE EXISTING TREE.
GENERAL NOTES:
OUTLINED BY CASQA FOR DEMOLITION & CONSTRUCTION ACTIVITIES TO
PREVENT DEBRIS t SEDIMENTI FROM1r ENTERING
STORMDR-'IN
SCHEDULING2. GC SHALL IMPLEMENT NECESSARY MEASURES AND 1 MINIMIZE
IMPACT OF DEMOLITION W1' OF EXISTING BUILDING
IMMEDIATELY ADJACENTTO f
1 COORDINATE BUILDING DEMOLITION WITH OWNER AND/OR
DESIGNATED
DEMOLITION PERMIT REQUIREMENTS (OR MOST CURRENT GUIDELINES).
4. GC SHALL PREPARE ALL SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS Tf
RECEIVE PROPOSED IMPROVEMENTS.
5. GC TO OBTAIN NECESSARY CONSTRUCTION PERMITS FOR AW/ALL WORK IN
THE PUBLIC REPRESENTATIVE AND TO FOLLOW THE CITY OF LA QUINTA PLANNING DIVISION
6. ALL WORK IN THE PUBLIC i 1 CONFORM TO STANDARD
SPECIFICATIONS F- PUBLIC WORKSf(CURRENTf I 1
AS AMENDED BY CITY OF LA QUINTA.
TO PROVIDE NECESSARY TRAFFICFOR
PERMITS.
IDENTIFY8. GC TO COORDINATE WITH PUBLIC WORKS DEPARTMENT FOR FIELD WALK TO
OF DEMOLITION
PUBLIC - PRIOR
.= f
COMMENCING ANY DEMOLITION
• GC SHALL VERIFY WITH LANDSCAPEREGARDING DISPOSITION OF `E
"PRIOR TO REMOVING AND DISPOSING.
10. GC SHALL VERIFY WITH LANDSCAPE PLANS REGARDING 'f f OF PLANT
MATERIAL PRIOR f REMOVING f DISPOSING.
LANDSCAPE11. GC SHALL VERIFY WITH REGARDING DISPOSITION OF
•PICATION PRIOR TO REMOVING AND DISPOSING.
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GRAPHIC SCALE, 1 INCH ® 10 FT
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PAVING CONSTRUCTION NOTES:
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INSTALL LANDSCAPING PER SEPARATE PIAANS.
CONSTRUCT FULL DEPTH PAVING 3* AC OVER 11.5" CLASS 11 AB PER GEOTECHNICAL RECOMMENDATIONS.
CONSTRUCT COVERED TRASH ENCLOSURE SLAB &- APRON PER ARCHITECT AND STRUCTURAL PLANS.
CONSTRUCT PCC WALK PER CITY. STANDARD 240.
CONSTRUCT LIGHT—DegTY PAVING 3' AC OVER 8" CLASS Ill AB PER GEO--IECHNICAL RECOMMENDATIONS.
F 77 7 7 1
GRIND (MINIMUM 0.1') AND OVERLAY EXISTING PAVEMENT PER CITY STANDARD 195.
06
DECORATIVE PAVERS TO BE REPLACED Ill" KIND PER THIS PLAN BY ON—SlrlrE CONTRACTOR FOLLOWING
COMPLETION OF WATER SERVICE INSTALLATIONS ny CVWn
CONSTRUCT 1' WID€ AC DEEP LIFT.
CONSTRUCT FULL—DLmTH PAVING 6 1 D CC OVER 6* CLASS 11 AB PER GEOTECHNICALI RECOMMENDATIONS.
p
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N/W
90.0'
TO RECORD CA
120.0' TO RESIDENTIAL
V
PA BASED ON LA QUINTA
STREET PLANS 940O2
LL
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maw
09- ACCESSIBLE PARKING STRIPING PER DETAIL ON SHEET C-7.
010- PARKING SIGNArE PER OF —TAIL ON SHEET C-7.
01 LA QUINTA PARKING STALL STRIPING PER DETAIL ON SHEET C-7.
@ DIAGONAL STRIPING PER DETAIL ON SHEET C-7.
@ TENANT WAY FINDER STRIPING PER ARCHITECTURAL PLANS.
(9 FUTURE ELECTRICAL VEHICLE CHARGING STALL SEE ARCH/MEP PLANS FOR CONDUIT INSTALLATION.
15 INSTALL WHEEL STOP PER DETAIL ON SHEET C-7.
8 SITE LIGHTING PER ARCHITECTURAL PLANS AND SEPARATE BUILDING PERMIT.
ls GC SHALL AT MINIMUM FOLLOW AND IMPLEMENT BMP RECOMMENDA-11ONS AS OUTLINED BY CASGA
v
FOR CONSTRUCTION ACTIVITIES WORK.
2. ALL WORK IN PUBLIC RIGHT—OF—WAY SHALL CONFORM TO CITY OF LA QUINTA STANDARD PLANS AND
SPECIFICATIONS CURRENT EDITION'S 3. GC TO OBTAIN NECESSARY CONSTRUCTION PERMITS FOR ANYIALL WORK IN THE PUBLIC
RIGHT—OF—WAY.
4. Gl'C0 TO PROVIDE NECESSARY TRAF, IC CONTROVIVIANAGEMENT PLAN FOR PERMITS.
5. SITE SIGNAGE, MARKINGS AND STRIPING, AND DRIVE—THRU FEATJRES SHOWN HEREON FOR
REFERENCE, GC TO REFER TO ARCHITECTURAL PLANS FOR STRIPING AND MARKING NOTES. REFER TO
SHEET C-7 FOR MINIMUM REQUIREMENTS FOR ACCESSIBLE PARKING STRIPING AND SIGNAGE.
6. GC SHALL CONFIRM COLOR SCORE AND FINISH REQUIREMENTS OF ALL I WIDSCAPE WITH
ARCHITECTURAL & LANDSCAPE PLANS
N 01 1 WORK SHOWN HEREON REQUIRES ADDITIONAL PERMIT/.--, FROM BUILDING AND SAFETY AND/OR
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NOTES:
@
INSTALL LANDSCAPING PER SEPARATE PLANS.
(D
CONSTRUCT FULL DEPTH PAVING 3' AC OVER 11.5" CLASS 11 AB PER GEOTECHNICAL RECOMMENDATIONS.
02
CON'S"TRUCT COVERED TRASH ENCLOSURE SLAB A APRON
PER AR'---'HrrECT AND STRUCTURAL PLANS.
CONSTRUCT PCC WALK PER CITY STANDARD 240.
04,
CONSTRUCT LIGHT -DUB' PAVING 3* AC OVER 8* CLASS 11
AB PER GEO-TECHNICAL RECOMMENDATIONS.
DECORATIVE PAVERS TO BE REPLACED IN KIND PER THIS
PLAN BY ON-SITIE CONTRACTOR FOLLOWING
COMPLETION OF WATER SERVICE INSTALLATIONS BY CVWD.
08
CONSTRUCT FULL -DEPTH PAVING 6" PCC OVER V CLASS
11 AB PER GEOTECHNICAL RECOMMENDATIONS.
i
GRADING CONSTRUCTION NOTES:
0
PROTECT IN PLACE EXISTING ITEM INDICATED.
@
CONSTRUCT 6- (UNLESS OTHERWISE NOTED) CONCRETE CURB PER CITY STANDARD 210.
201,
CONSTRUCT 6* CURB & GUTTER PER CITY STANDARD 201.
202
INSTALL TCD3Xl2 CURB-O-LET PIPE WITH CURB ADAPTOR.
23
CONSTRUCT CURB RAMP PER DETAILS ON SHEEl' C-6, TRUNCATED DOMES PER CITY STANDARD 250.
24
CONSTRUCT CROSS GUTTER PER CITY STANDARDS 230 & 231, WIDTH PER PLAN.
25
INSTALL 6* NDS AREA DRAIN WITH 3" CURB DISCHARGE PIPE PER DETAIL ON SHEET C-7.
INFAL-11 G A P BETWEEN BUILDING AND BACK OF CURB WITH CONICRETE.
27
CONSTRUCT 8" CURB AND GUTTER PER MY STANDARD 202.
AWUST TOGRADE EXISTING UTILITY BOX.
1. Gt'. SHALL AT MINIMUM FOLLOW AND IMPLEMENT BMP RECOMMENDATIONS AS OUTLINED BY CA-S-QA.
FOR CONSTRUCTION ACWTIIES WORK.
2. ALL WORK IN PUBLIC RIG11-17-OF-WAY SHALL CONFORM TO CITY OF LA QUINTA STANDARD PLANS
AND SPECIFICATIONS CURRENT EDMONS.
1 GC TO OBTAIN NECESSARY CONSTRUCTION PERMITS FOR ANY/ALL WORK IN THE PUBLIC
RIGHT-OF-WAY.
TO PROVIDE NECESSARY TRAFFIC CONTROL/MANAGEMENT PLAN FOR PERMITS.
5. SITE SIGNAGE, PAVEMENT MARKINGS AND STRIPING SHOWN HEREON FOR REFERENCE, GC TO
REFER TO ARCHITECTURAL PLANS FOR STRIPING AND MARKING DETAIM REFER TO SHEET C-7
FOR MINIMUM REQUIREMEN—lb FOR ACCESSIBLE PARKING STRIPING AND SIGNAGE.
NOTE- WORK SHOWN HEREON REQUIRES ADDITIONAL PERMIT/S FROM BUILDING AND SAFETY
AND/OR CONSTRIVICTION PERMIT FOR WORK WITHIN PUBLIC RIGHT -OF WAY
i
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GRAPHIC SCALE: 1 INCH = 10 FT
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DATE:
2020-04-2Z'
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FILE: 18812PGIOO
PROJECT
NO.: S-SU
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GC SHALE REFER TO SEPARATE
VWD PLANS AND PERMIT FOR
AN 1 ° SERVICE ANSTALLATION-------------I r-
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(15.0')
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ARCM. PLANS (TYP.) (E) TRASH =
ENCLOSURE _\
(N.A.. )
DECORATIVE PAVERS TO BE REPLACED IN KIND PER THIS PLAN BY ON —SATE CONTRACTOR FOLLOWING
COMPLETION OF WATER SERVICE INSTAILLATIONS BY CVWD.
IMPROVEMENT2- DOMESTIC WATER SERVICE W/lj* METER TO BE INSTALLED BY CVWD. SEE SEPARATE CVWD WATER
IMPROVEMENT PLAN FOR INFORMATION.
C3f) 3/4 IRRIGATION WATER SE W.CE METOR TO BE INS TALLI ED BY CVWD. SEE SEPARATE CVWD WATER
INFORMATION.
2- WILKINS • i• .•e.•♦t iUAL) BACKIFLOW DEVICE
03 INSTALL 2' TYPE K COPPER PIPE. TRENCH # BACKFILL PER CITY STANDARD .#t
• #` APPROVED EQUAL) BACKFILOW DEVICE TO BE INSTALLED BY CVWD.
BLDG.PLUMBING
SEWER CONSTRUCTION NOTES:
INSTALL 6* PVC t ` PIPE WITH BENDS f FITTINGS AS REQUIRED. D
BACKFILL PER CI[TY STANDARD 600 ON SHEET C-7.
@1 INSTALL SEWER CLEANOUT - # STD.
EXISTING@ BREAK IN # FOR CONNECTION.DETAIL HEREON.
FOR
FOLLOW1. GC SHALL AT MINIMUM 1 IMPLEMENT : RECOMMENDATIONS OUTLINED BY
CASQA FOR DEMOLITION W
TO OBTAIN NECESSARY. ANY�/ALL WORK IN THE PUBILIC
3. ALL #•RIGHT—OF—WAY TO CONFORM TO STANDARD SPECIFICATIONS FOR
WORKSPUBLIC i t AND AS AMENDMENTS
SPECIFICATIONS BY CITY OF R
4. GC TO PROVIDE NECESSARY TRAFFIC CONTROL/MANAGEMENT PLAN FOR PERMITS.
5. GC SHALL REVIEW SEPARATE CVWD PLANS AND COORDINATE UTILITY CONNECTION WORK
WITH t TO HAVE REQUIRED BACKFLOW DEVICES INSTALLED FORt CONNECTION.
6. PROPOSED UTIUTY CONNECTIONSi i O BE WITHIN l' OF BUILDING.
7. ALL # UNDERGROUND #
PIPE SHALL BE INSTALLED WrrH CHRIST`(�-
kOR APPROVEDEQUAL)
BELOW8. PRfVATE WATER LINES SHALL BE INSTALLED:
BELOW
• PRIVATE
a .. t INSTALLA11ON SHALL MAINTAIN:
`'SEPARATION
9.2. WATER CROSSESOVER SEPARATION
1 CVWD GREASE INTERCEPTOR WAIVER 20-10837
10.1. NO REGENERATIVE SALT WATER SOFTENERALLOWED
10.2. BOTTLE WATER SOFTENER SY'STEM ONLY
M. i •#i EW
E 8" C-900 SEWER
5=0.0033
FLAW
,
Huy
mm
AN
it
STA: 20+33
®`�� EX. 5' 0 MH
•IN
FIRE FLOW,. DISTRICT
DATE:#
STATIC WATER PRESSURE IS 97.73 P
RESIDUALSI
WATER PRESSURE .: PSI
FLOWING::# GPM
#i GPM AVAILABLE AT 20 PSI
t' . i ' 1_ i
LA QUINTA PLAN SET No. 94003
10' 5 ' 0' 10' 20'
"N9 In
GRAPHIC SCALE: 1 INCH = 10 FT
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SCALE:
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(39.30) (39.79) TC
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(39,23) \-39.17 1. 5%.
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TC=FS 1.0%
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39.18 MZ (38.86) FS 1 1 6 39.68FS- lz 41,064.8
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.87
39.3 FS X FS
v 41.10 FS
LEVEL LANDING NOT
TO EXCEED 27. 39.78 TC FS BIKE LOCKERS PER
C� ARCHITECTURAL PLANS
Lq 41.12 c) , -d-
39.28/- 4.0' "--�33�TC cl� FS LEVEL LANDING NOT TO
FS (38,83) FS 41.12 EXCEED 27. KEEP CLEAR. 41.05 -
1.0%
39.1 E TC 39.41 TC FS 41.05 FS
39.25 (38.91) FS FFE ��, I
39.29 TC oc 139.76 TC FS
(38.65'i FL "� co
TC=FS (38.79) FS c� 39.09 FIL'-,,,,
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39.11 TC 39.17 41,05 IC A 6.0' 41.08 TC 39.06 Fl_',�,, 41.03 TC 6.0' 4- 4.0' 6.0' 41.03 T
(38.61) FIL 6.0' A '4.0' 40.53 FS 0" C' F 6"� 0" CF: 40.53 FS
40.58 FS CF
1 9 \_37.
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T 41.08 TC' 41.06 41.03 T
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�4j5 �40 - FS=TC :40153J 40.53 FS
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FS
41.06 TC 40.52 FS
00 40.56 FS 40.58 FS
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FIL FS FS FS I c" FS
41 * 07
(38.56) F 41.14 NO
38.84 NO
1- 4.0, FS 11.0,
FL 4.0' 9'O'__ PAWING-
9.0, 1.20
IAN- _PARKI1qG__'_
4 4
1.0
FS 1 1. 1
S 4.0% FS
- 1 .20/
I ' � 7_ TFI_
%
1 40.26 40.26
\-,,-38.60 39.38 TC 5. 0' t*j - 1 40.26 40.76 TC
)1 40. 26 6\ ►
Q 2E -A4C.26 41.04 41HO ZFS FS -®- 40.26 FS
(38.88) FS 26, S I N S C)
FSFS S FS
FS
7
(38.67)/ 7rs -_ -
F FS
LIPFS I
(38.63) 38.69
LIP\ 1 7 /� 2.0% RAMP DETAIL (727�� DETAIL �3
FS.6 (38-93) RAMP & STALL DETAIL ('I RAMP & STALL
5'
FS 10 51 5'
(38.53)/ 38.77 <
FL 38.69 FS
FS,/
38.68 38.76
FFS9 F
LIP I' cP "V
cb Mrs
77rya
XXV )
(39.64) TC SEE LANDSCAPING PLANS
(39.03) FS (39.78) TC FOR NEW LANDSCAPE INFILI_ (40.10) TC (40.32) TC (40.63) TC
(38.49) JOIN (39.30) FS (39.62) FS �,85) Is (40.21) FS (40.74)
FL BW
39.35 TC 23.7' 17.5'
38.85 FS 14.8'
38.78 1 1 AKINKIr! Kr)T 10.7' 22.6LEVEL 1 tAn 7AN
FS
0
TO EXCEED 2X
39.27 TC I
@
39.98
38.77 FS'
(38.47)
FS
40.06 'wi
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c�
FL \
4.0'
FS\
40.21
39.09 TC
N
39.33TC
38.83FS
40.00,--"
*-Fs-== Tc
4.0'
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(38.59) FS
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(38.95)
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39.39TC
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ADJUST TO GRADE FS
Lo EXISTING UTILITY
1 (40.
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RAMP & ACCESSIBLE ROUTE DETAIL
11, = 6
I
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o JOIN
to ui (40.77)
r
3
m
(L. 2 7.)
JOIN (40.82)/
BW
rc
-S
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1' = 5'
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ISSUE: CONSTRUCTIO
D AT, E: 2020-04-2
CHECKED: JB DRAWN: PP
DRAWING FILE: 18812PG100
PROJECT NO.: *-=
SHEET NUMBER:
C®6
OF 8 SHEETS
SCALE:
u
QD -00 0 tj
kCity Street WEOIAN (TYP.)
lz
> SEE SECTION A -A BELOW
cz
LANE LINES (TYP,)
0.10' DEEP A.C. COLD FRILL AND OVERLAY WITH
"GREENROOK" CLASS CZ-AR-4,000 A.C., OR CITY--
APP'RCYrD EQUAL
VA#tIEs
`BUTT' JOINT E - (WIDTH OF TRAVEL LANE 12' TYP.)
`r--,BU, I" ,JOINT
I EXIS71NO RASE
(VARIES IN DEPTH)
EXISTING PAVEMENT
TRENCH PAVEMENT SECTION €E Mtn BELO (VARIES IN DEPTH)
Z�e
._ _. TRENCH BASE SECTION
PROPOSED UTILI`IY {
TRENCH BACKFILL SECTION
SECTION A -
REVISIONS: _
A ``1 c yr _.--_
V8 21 0-
C HP I A. VOGT
(TTY ENGINEER
RCE 44250
'"NOTE: FOR SPECIFIC TRENCH
BACK€ILL AND INITIAL PAVING
REQUIREMENTS, DEFER TO THE.
TRANSVERSE TRENCH RACKFILL
AND PAV NG DETAILS, AS APPRO-
PRIATE FOR THE TRENCH WIDTH..
ING. TU INAL THE C,1" BACKFIL
& PAVING DETAIL # 2
S-ANDARD
01
SHEET 5 OF 7
CURB, WALK OR OTHER
FEATURE AS MAY OCCUR TO
DEFINE FORWARD EDGE OF
PARKING STALL
"0HzOIE
(TYP.)
11
E REBAR
Eqs._
09.4 .
d l-i
71:
WHEELSTOPS PROVIDED IN ACCESSIBLE PARKING
SHALL BE PAINTED BLUE OR TRAFFIC YELLOW
GC TO CONFIRM PAINT REQUIREMENT OTHERWISE
48"
F #4 REBAR EPDXY 10" INTO
12" I PAVING. BAR SHALL NOT
PROTRUDE ABOVE TOP OF
as as
a a GC TO CONFIRM WITH
OWNER IF EPDXY TO I
PAVEMENT IS DESIRED
CONCRETE WHEEL STOP 15
N.T.S.
-
12"
COLUMN AND ADJUST TO PROVIDE
1% MIN GRADE TO OUTLET
PER PLAN I�I�uru��u
PAVEMENT
s.
3"X5": TCD35 - 4" PIPE EQUIV.
3"X12": TCD312 - 6" PIPE EQUIV.
4"X14": *TCD414 - 8" PIPE EQUIV.
*TCD414 REQUIRES 8" CURB, IF NO
CURB-O-LET IS REQUIRED USE
TCD317 WITH 6" CURB
CURB-0-LET CONTACT INFORMATION:
CURB-O-LET, INC
9421 MONTEREY AVENUE, BELLFLOWER, CA 90706
(562) 867-4587
(714) 903-2468
(562) 920-1994 FAX
WEBSITE CURBOLETPRODUCT.COM
U- - -1 i 2'N.T.S. :Z)
�.-
(1
CURB-O®LET THRU I I I
THE CURB DRAIN T
TYP. INVERT 1 f2" ABOVE
GUTTER OR PAVING ic.D
BELOW (Aw.
jjcm
#4 BARS THROUGHp;
CURB-O-LET ACCESS HOLES o�
EXTEND 6" MIN. BEYOND
m II
I --
REFERENCE POINT FOR TG
AS DENOTED PER PLAN
PER PLAN
f- PLANTER AREAS: ATRIUM GRATE
FINISH. GRADE
! SIZE PER PLAN
TURF & D.G. AREAS: SQUARE
GRATE 517E PER PLAN
IN HARDSCAPE, PAVER, AND/OR
DECOMPOSED GRANITE AREAS,
77
CONSTRUCT 6" PCC 520-C-2500
HUB ADAPTER PER-`
COLLAR BELOW HARDSCAPE SECTION &
MANUFACTURE i 8
8
GRATE
SPECIFICATIONS a
NiDS PART (OR APPROVED EQUAL)
5 BEND
PLANTER AREA TURF AND D.G.
IN-LINE
VC-LENGTH VARIES- g''
LA5> WYE IN -LINE
4" ATRIUM PART 78 4" SQ. PART 2
# #
• 6" ATRIUM PART #90 6" SQ. PART # 5
END C0' ELBOW
OF -LINE
0 9" ATRIUM PART #981 9" SQ. PART #970
• 12" ATRIUM PART #1290 12" SQ. PART #1211
GC TO VERIFY BLACK COLOR ACCEPTABLE
II
GC TO PROVIDE DRAIN GRATE .:AMPLE FOR APPROVAL
ION.
PRIOR TO CONSTRUCTION.
FLOW
7
II
PVC CONNECTION (PVC SDR-35) **
P.V.C. - SIZE PER PLAN
I* FOR Ac GRATE USE 4" " ONNE 'ON
4" & 6'' ATRIUM GRATA.
0 FOR 9" GRATE USE 6"' CONNECTION
9" & 12" ARE "BEEHIVE"
0 FOR 12" GRATE USE 6" CONNECTION
STYLE AS DEPICTED ABOVE
REFERENCE POINT FOR TG
Top OF GRATE (TG)
AS DENOTED PER PLAN
• TG: FLUSH WITH TURF AREA
'III
0 TG: FLUSH WITH TOP OF MULCH IN PLANTER
AREA
-�A
RE Ak D . N
N.T.S.
4" & 6" ATRIUM GRATE STYLE
.:. PLAN CENTER AT
1
OF STALL
s Typ LOCATIONS/WORDING
`tINDICATED
1. ALL STRIPING SHALL BE APPLEIED SPECIFICATIONS (OR SSP;
3. ANY EX. CONFLIClING MARKINGS SHALL BE FULLY ABRASIVELY REMOVED PRIOR TO NEW
STRIPING BEING APPLIED.
2. NEW AC SHALL BE COOL AND CURED PRIOR TO APPLICATION OF STRIPING
ACCESSIBLE STALL SIGN*
(SEE DETAIL RIGHT)
imu
1'-O'
8 3/8'
T
TE LETTERING
*VAN7 TO BE ADDED (WHEN PARKING
VAN STALL INDICATED PER ON
PLAN) TANK, UM FINE
7 °8'
WHITE LETTERING
REFLECTORIZE_D ACCESSIBLE STALL SIGN* PER OWNER'S
SPECIFICATIONS (TO COMPLY WITH 11B-502.6 AND
APPLICABLE SECTIONS OF THE 2016 CALIFORNIA
FINISH SURFACE BUILDING CODE MIN. 70 SQUARE INCHES)
*COORDINATE WITH CENTER MANAGEMENT FOR SIGN
SPECIFICATIONS CONSISTENT WITH SIGNAGE PROGRAM
SPECIFIC TO RETAIL CENTER.
AGESSISLE STALL SIGN
SIGNAGE
(MINIMUM STANDARD)
PARKING ICNACE , i�
N.T,S. _
NOTE: FOR SINGLE STALL CONFIGURATION, LOADING ZONE
SHALL BE STRIPED ON PASSENGER SIDE.
-RAMP AS INDICATED
—PAINT WHITE ON BY PLANS
BLUE BACKGROUND nURB TO BE
DIAGONAL HATCH PAINTED BLUE
PATTERN AT 36'
- O.C. MAX. SPACING �
CENTER SYMBOL IN EACH
�•
INSTALL •: SYMBOL
PARKINGr# #
STALL _ III L ►M
ONLY-
ENNIS
TRAFFIC PAINT, WATER BORNE, RAPID DRY
(100% ACRYLIC POLYMER EMULSION)
6006 HANDICAP
.. 2 COATS,DAYS APART
5' MIN.
VAN STALL
8' MIN.)
,
i i~
BLUE
I
9' MIN.
r
NO
PMKINC
I
LETTERING (wHrrE)
WIDE SOLID STRIPE
PER
r-_ HEREON
,-SYMBOL ACCESSIBILITY
TO CONFORM
ACCESSIBLE STRIPING 9
N.T.S.
BORDERBLUE IN PATH OF TWi
MATCH
6" BLUE
STRIPE BORDER
.
PATH OF
MITE OR •
PLAN OTHERWISE
NOTE. L-
1. ALL STRIPING SHALL BE APPLIED PER SPECIFICATIONS 2 COAT MIN.
2. NEW AC SHALL BE COOL AND CARED PRIOR TO APPLICATION OF STRIPING.
3. ANY EX. MARKINGS SHALL BE ABRASIVELY REMOVED PRIOR TO INSTALLATION OF NEW STRIPING.
DIACONAL STRIP ,NG r10
N.T.S.
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No. 83987
9nQ>m
CIVIL J.
119
!.2020-04-23
JCHECKED:JBDRAWN-
PROJECT
NO.: 18-M
'SHEET NUMBER:
OF
'SLO 1.0 -- out) Lll�
it
SINGLE RAMP EXPANSION JOINT 6' TO
RADIUS < 35' (SEE STD 4� MIN LANDING
NO. 208) WEAKENED PLANE JOINT
(SEE NOTE 6)
DELTA BCW� WASHED EXPOSED AGGREGATE
4 FOR RAMPS LINKED TO
MULTI -PURPOSE TRAIL
24"MIN- CURB WITHIN MARKED
EXPANSION JOINT V)
(SEE STD.- NO.208) => CROSSWALK (SEE NOTE 8)
SEE TABLE 'X' ON SHEET 6
ti
WHEN SIDEWALK IS AT
THE RIGHT-OF-WAY
OR WHEN MEANDERING
uj
CROSSWALK
�00
vvl 45'
4' MAN. n
WEAKENED PLANE JOINT
(SEE NOTE 6) ir
CURB AND GLITTER DETAILS RAMP CONSTRUCTION SHALL
PER STD, NO 201 OR 202 12' INCLUDE CURB AND GUTTER AND
24* MIN. CURB WITHIN MARKED
CROSSWALK (SEE NOTE 8) SIDEWALK FROM SCR TO ECR
TRUNCATED DOME CONCRETE TILE
DETAIL STD. 250: SHEET 7 OF 8
4- Y "'SEE TABLE Y BELOW)*
SEE NOTE 4 SEE NOTE 1
2'
TOP Of
MAX DETECTABLE RAMP ROUNDED
FLUSH WARNING;
I SEE NOTE 3)
PVMT
5% MAY —
SEE NOTE 7
COLD JOINT -RUNCATED DOME CONCRETE TILE DETAIL
STD 250, SHEET 7 OF 8
SECTION A -A
SEE SHEET 8 OF 8 FOR NOTES APRON WIDTH TABLE - W
TABLE Y W RAMP TYPE
CF Y.
4 STANDARD PEDESTRIAN
CURB FACE (FT j
61 7.Kl' y 6.33% 61 LINKED TO
81 MULTI -PURPOSE TRAIL
'r SHALL NOT EXCEED 10.53', UNLESS APPROVED BY THE CITY ENGINEER
SCALE REVISIONS (f.. DESIGN AND DEVELOPMENT STANDARD
NTS No DATE 014 DEPARTMENT PLAN NO-
APPROMED BY!
250
CURB RAMP
awAproommy. P.E. DATE CASE A SHEET
cNy E04— 1OF8
R G E. ft 0814 1
CAM E
CASE F
VARIE S- 5' MIN
4' MIN.
5'MIIN_
VARIES LANDING
C.F.
FULL HEIGHT
A
zC)
CL
(W FOR 6" C.F.)
(181' FOR S- C.F)
OCR SCR
Z
z
01 C.F
TRUNCATED DOME
(r C.F.
CONCRETE TILE DETAIL
STD. 250. SHEET 7 OF 8
C F
C,P.
FULL HEIGHT 4' MIN.
FULL HEIGHT
4'
Y (SEE TABLE Y BELOW)* 4' MIN.
SEE NOTE 4
SEE 140TE 1
2' 2'
3'
TOP OF
MAX.
DETECTABLE RAMP ROUNDED
FLUSH
WARNING
(SEE NOTE 3)
2% PVMT.
SEE NOTE 7
COLD JOINT
TRUNCATED DOME CONCRETE TILE DETAIL
STD. 250, SHEET 7 OF 8
SECTION A -A
SEE SHEET 8 OF 8 FOR NOTES
TABLE Y
Y.
- CURB FACE
(FT)
7.90, Y z _01.13%
'r SHALL N07 EXCEED 10.53', UNLESS
APPROVED BY THE CITY ENGINEER
SCALE
REVISION$
(:??,
DESIGN AND DEVELOPMENT
STANDARD
NTS
a-,17e,
4
DEPARTMENT
PLAN NO
APPROVED BY -
250
CURB RAMP
CASE E & CASE F
SHEET
MCK
OrfAS ON",
P.F- DAN
C4 Eng—
5OF8
R C No 41M f6
E
SINGLE RAMP
EXPANSION JOIN-
6' TO ERADIUS
. 5 2 - 5! -
(SEE STD_ NO. 208)
CURB AND GUTTER DETAILS
SEE PROFILE
PER STD. NO. 201 OR 202
SHEET 6 OF 8
Y2 ELTA
OCR
4" MIN. LANDING
; Il
WEAKENED PLANE JOINT
to
(SEE NOTE 6)
- 24 MIN CURB WITHIN MARKED
CROSSWALK {SEE NOTE 8)
/f—
SEE TABLE -X- ON SHEET 6
A
EXPANSION JOINT
(SEE STD. P40.208i
CROSSWALK
45-
4'MIN
A
4' MIN LANDING
In I&
0
WEAKENED PLANE JOIINIT
Cr
(SEE NOTE 6)
10*MIN RAMP CONSTRUCTION SHALL
24'MtN. CURB WITHIN MARKED
12' INCLUDE CURB AND GUTTER AND
CROSSWALK (SEE NOTE 8)
SIDEWALK FROM SCR TO ECR
TRUNCATED DOME CONCRETE TILE
DETAIL STD. 250, SHEET 7 OF 8
4'
CONSTRUCT RETAINING
CURS UNLESS
SEE NOTE 4
OTHERWISE SPECIFIED
7 2'
y 4MIS-
MAX
DETECTABLE
FLUSH
WARN[tNG
(SEE NOTE 3)
2%
At
COLD JOINT
SEE NOTE 7
TRUNCATED DOME CONCRETE TILE DETAIL
STD 250, SHEET 7 OF 8
SECTION A -A
SEE SHEET 8 OF 8 FOR NOTES
nFSiGN AND DEVELOPMENT
DEPAR-� ;TMENT
-0
eft 2 (CASE 8)
A 14 (CASE D)
TC
-evc
GIF FL
10k
1()% St
OPE
IUA
ZE
x
W
X
SHORT
APRON
LONG (15- MAX)
PROFILE
CASE 8 & 0
(7 it N i RADIUS
SIDE
TC GRADE (ALONG CURB RETURN)
(FT)
SLOPE
2%
3% 4%
5%
6%
6. 35,
10%
Xs
46 4.2
39 3-6
3-4
12
XI
56 63
7.2 9-4
10.0
125
81 35'
10%
6-1 56
52 4.8
1 45
41
Xi
75 84
9.6 112
1 13.4
15.0
TABLE - X
TO CALCULATE "X" DIMENSION
SHIO)RT SIOEI tDOWN SLOPE,
CURSFACE,F;Tj
SIDE SLOPE + TC GRADE
LONG SIDE t UP SLOPE)
X, (FT) - CURSF4CF (FTi
SIDE SLOPE - TC GRADL
ENGINEER TO SHOW Xs AND XL ON IMPROVEMENT PLANS
mGEM
mlm=l m
APPROVED BY:
�17
=YAW memmity, pAr— DATE
COY Envmw
A_C E. Aft 49478
DESIGN AND DEVELOPMENT
DEPARTMENT
"DOUBLE RAMP EXPANSION JOINT 4' MIN LANDING
RADIUSi 35-'" (SEE STD. NO. 208) SEE TABLE `r BELOW
DIELTA SEE TAKE *X' ON SHEET 6
SCR
EXPANSION JOINT
(SEE STD. NID- 206)
A
lot
WHEN SIDEWALK IS AT
THE RIGHT-OF-WAY
OR WHEN MEANDERING A
WEAKENED PLANE JOINT
(SEE NOTE 6)
WASHED EXPOSED AGGREGATE
FOR RAMPS LINKED TO
4` MIN LANDING MULTI -PURPOSE TRAIL
CURB AND GUTTER DETAILS
PER STD. NO.201 OR 2102 M RAMP CONSTRUCTION SHALL
24"MIN. CURB WITHIN MARKED lMN INCLUDE CURB AND GUTTER AND
CROSSWALK (SEE NOTE 8) SIDEWALK FROM SCR TO ECR
TRUNCATED DOME CONCRETE_ TILE
DETAIL STD. 250. SHEET 7 OF 8
4' SEE 'TABLE Y BELOW)* 4'LGN.
SEE NOTE 4 SEE NOTE 1
2' 7 y
TOP OF -
MAX_ DETECTABLE RAMP ROUNDED
FLUSH WARNING
(SEE NOTE 3)
2% PVmTl
3%
SEE NOTE 7
COLD JOINT TRUNCATED DOME CONCRETE TILE DETAIL
STD. 250, SHEET 7 OF 8
SECTION A -A
TABLE SEE SHEET 8 OF 8 FOR NOTES APRON WMTH TABLE - W
CF Y. W RAMP TYPE
CURB FACE (FT)
7-90' Y = 4' STANDARD PEDESTRIAN
61
6.33%
8. 10.53' r LINKED TO 'Y' SHALL NOT EXCEED l0.5T_ UNLESS APPROVED BY THE CITY ENGINEER MULTI -PURPOSE TRAIL
-- - ------
ELIMINATE ONE RAMP IF.40 FUTURE C'ATH CW TRAVEL EXIST
SCALE REVISIONS CZ9 .,I DESIGN AND DEVELOPMENT STANDARD
INT S No- DATE 4 DEPARTMENT PLAN N,'--',
APPROVED SY
CURB RAMP 250
&W,& MCKNOWY, P.E. OATS CASE C SHEET
COY 609-
30F8
( -ONTRAST BORDER WIDTH a 4- TYP Milk PER CBC) CONCRETE TILE DETECTABLE
LIGHT -ON -DARK OR DARK-OWLIGHT 4
WARNING DOMES IN -LINE PATTERN
tWAUSAU TILE, TYPE 2, SERIES
AT INTERIOR AND PERIME'TER, JOINTS U4008 QUARRY RED OR EQUAL
JSE STABILIZED PCILYM;;i� BEDDING LATEX THIN -SET
SAND JOINTWIDTH< MORTAR BED
PER MANUFACTURER'S
RECOMMENDATION
T-V
\ IV,
4'CONCRETE
(SEE NOTE 7,
ISOMETRIC VIEW
NOT TO SCALE
11 S13'
1 125*
23'-24' lAw
4
2 3"-2 4'
1
6' CLASS 11 BASE OR CAB
BELOW CURB RAMP AREA
(SEE STANDARD 200, NOTE 3)
20*
45'
9(r
SECTlION A -A
SCALE 7 I"= 11'
CONCRETE TILE DETECTABLE WARNING DOMES
IN -LINE PATTERN SCALE3*=1'-0*
(WAUSAU TILE. TYPE 2. SERIES U4008, QUARRY RED OR EQUAL)
SCALE DESIGN AND DEVELOPVFN- STANDARD
VARIOUS of- wy-� 4 4o DEPARTMENT PLAN NO
APPROVED syTRUNCATED DOME 250
CONCRETE TILE
&VA4111CMNIMEY, P E, DATE SHEET
ia cty Fq?w_ DETAIL 7 OF 8
IR440111110", I I RCE No 4111til I I
"DOUBLE RAMP 6-Tort
RADIUS � 35 EXPANSION JOINT 24" MIN. CURB WITHIN MAR
SEE PROFILE (SEE STD. NO. 208)
SHEET 6 OF 8 '2 DELTA SCR CROSSWALK (SEE NOTE 8)
f
d 06L -rA SEE TABLE "X"ON SHEETS
R4DfAL
<
A
4'MIN LANCING
EXPANSION JOINT
(SEE STD NO, M)
uj
A
CROSSWALK
CURB AND GUTTER
g
N,
DETAILS PER
STD. NO. 201 OR 202
9.
_Owl WEAKENED PLANE JOINT
(SEE NOTE 6)
TRUNCATED DOME CONCRETE TILE
DETAIL STD. 250, SHEET 7 OF 8 V) RAMP CONSTRUCTION SHALL
0
INCLUDE CURB AND GUTTER AND
SIDEWALK FROM BCR TO ECR
VMIN -
COLD JOINT SEE NOTE 7
TRUNCATED DOME CONCRETE TILE DETAIL
STO, 250, SHEET 7 OF 8
SECTM A -A
SEE SHEET 8 OF 8 FOR NOTES
E-WINATE ONE RAMP IF NO FUTURE PATH OF TRAVEL EXIST
SCALE REVISIO DESIGN AND DEVELOPMENT STANDARD
ST
DEPARTMENT PLAN _�)Ns rp,
e___w!t 4 44 AN NO,
CURB RAMP
CASE D
CONSTRUCTION NOTES:
I IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4
FOOT LANDING, THEN USE THE CASE "B'RAMP
2 IF SIDEWALK 15 uE$S THAN 5 FEET WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED
AS SHOWN IN CASE B MINIMUM SIDEWALK WIDTH IS 4 FEET FROM BACK OF CURB-
3, TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES,
MAXIMUM SLOPES OF ADJOINING GUTTERS THE ROAD SURFACE IMMEDIATELY ADJACENT TO THE
CURB RAMP AND CONTINUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5% WITHIN 4
FEET OF THE BOTTOM OF THE CURB RAMP,
.5, RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO CONFORM
WITH -ONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE '13' RAMP)
6 CONSTRUCT EXPANSION JOINTS AT I; AND DELTAS WHEN RADIUS EQUALS 35 FEET, AND
RADIALLY IF ANGLE POINT OCCURS
-17 CONCRETE SPECIFICATION PER CITY STANDARD 200 - CONCRETE SPECIFICATIONS
8 DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG
MINIMUM LOCATED ON EACH S DE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING
DETECTABLE WARNING. NOTES:
TRUNCATED DOMES SHALL BE WAUSAU TILE, TYPE 2, SERIES U4008 OR EQUAL (QUARRYIBRICK
RED), IN -LINE, PRE -CAST CONCRETE TILES AND GROUTED IN PLACE. NO SURFACE APPLIED DOME
MATS ARE ALLOWED- USE STABILIZED POLYMERIC BEDDING SAND AT TRUNCATED DOME TILES AT
INTERIOR AND PERIMETER JOINTS JOINT WIDTH < It
2. CURB RAMPS REQUIRE DETECTABLE WARNING DOMES FOR THE FULL WIDTH AND THREE (3) FEET IN
DEPTH OF THE CURB RAMP SLOPE FROM THE CURB LINE WITHIN THE PUBLIC RIGHT-OF-WAY
1 PRIVATE (ONSiTE) TRUNCATED DOME INSTALLATION TO EX END FULL WIDTH AND DEPTH OFRAMP
PER CALIFORNIA BUILDING CODE, EXCLUDING PRIVATELY FUNDED SINGLE FAMILY RESIDENCES
4 THREE RUNNING FEET OF TRUNCATED DOMES AT FLUSH CURB INSTALLATIONS ARE REQUIRED FOR
HAZARDOUS VEHICULAR AREAS. BOLLARDS ARE UTILIZED FOR PEDESTRIAN PROTECTION AT FLUSH
CURB RETURNS OR EQUIVALENT FACILITIES AS APPROVED BY THE CITY ENGINEER
5- SUBMIT CONCRETE DOME TILE AND POLYMERIC BEDDING SAND SPECIFICATIONS OR SAMPLES TO
THE CITY FOR APPROVAL PRIOR TO INSTALLATION,
6. THE DETECTABLE WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB
LINE IS 6" FROM THE CURB FACE
7 MATCH ALL TILE CORNERS SUCH THAT ALL TRUNCATED DOME TILES ALIGN AND MAINTAIN DOME
DIMENSIONAL SPACING TRUNCATED DOME TILES SHALL BE ALIGNED PARALLEL WITH RAMP SLOPE
DIRECTION- TRUNCATED DOME TILES CUT TO MATCH RETURN RADIUS GRIND EDGE TO AVOID TRIP
HAZARD_ AS RECUIRED
SCALE REVISIONS AND DEVELOPMENT STANDARD
NTS No C)ArE' 4 DESIGN DEPARTMENT PLAN NO
APPI160VED BY- CURB RAMP 250
CONSTRUCTION
% SHEET
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i-IISSU E: CONSTRUCTION I
DATE: 2020-04-277
-CHECKED.- j8 DRAWN: PP
'DRAWING FILE: 18812PG100
PROJECT NO.: 19-4M
-'SHEET NUMBER:
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