962t_sppa CLUB
NO.
m DRIVE
wee.
FRED WARING
DRIVE
1,342
U
W
SAWCUT EXISTING A.C.
13
0
3
42nd
AVENUE
li
GRAPHIC SCALE: 1 " =1
L
3
NO.
Z
wee.
FRED WARING
DRIVE
1,342
TON.
HAZELTON & SCOLLARD LANE
SAWCUT EXISTING A.C.
13
S.F.
3
CONSTRUCT A -6" CURB & GUTTER PER RIV. CO. STD. 200
1,365
L.F.
MILES
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403 - CASE A"
3
AVENUE
5
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
2484
S.F.
6
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
19 430
S.F.
11
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. STD. 302
ti o
W
8
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 311 - CASE B"
2 W
E.A.
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
3
EA.
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM
INSTALL STOP SIGN STOP BAR AND LEGEND
Q, W
EA.
1
INSTALL STORMDRAIN 18" RCP
180
LF.
ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD.
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM PER DETAIL ON SHT. 6
STATE HWY
111
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
INSTALL RESIDENTIAL STREET LIGHTING PER RN. CO. STD. 1000
9
EA.
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. SID. 403 - CASE B"
0
EA.
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS
CONSTRUCT 6" CURB FACE WEDGE CURB PER DETAIL ON SHEET 1
Q
L.F.
6
CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. 300
VICINITY MAP
EA.
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 312 - CASE "C"
NO SCALE
E.A.
THOMAS
BROS. COORDINATES - PG.
819, G -6
E.A.
( N
2005 EDITION
958
SECTION
18, TOWNSHIP 5 SOUTH, RANG 7 EAST
i ! E f
CONSTRUCTION NOTES AND OUANTMES ESTIMATE
NO.
DESCRIPTION
1
CONSTRUCT 0.33' A.C. PAVEMENT
1,342
TON.
HAZELTON & SCOLLARD LANE
SAWCUT EXISTING A.C.
13
S.F.
3
CONSTRUCT A -6" CURB & GUTTER PER RIV. CO. STD. 200
1,365
L.F.
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403 - CASE A"
3
EA.
5
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
2484
S.F.
6
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
19 430
S.F.
7
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. STD. 302
3
EA.
8
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 311 - CASE B"
3
E.A.
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
3
EA.
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM
INSTALL STOP SIGN STOP BAR AND LEGEND
3
EA.
1
INSTALL STORMDRAIN 18" RCP
180
LF.
ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD.
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM PER DETAIL ON SHT. 6
2
EA.
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
INSTALL RESIDENTIAL STREET LIGHTING PER RN. CO. STD. 1000
9
EA.
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. SID. 403 - CASE B"
6
EA.
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS
CONSTRUCT 6" CURB FACE WEDGE CURB PER DETAIL ON SHEET 1
2,690
L.F.
6
CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. 300
1
EA.
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 312 - CASE "C"
1
E.A.
8
CONSTRUCT TYPICAL CATCH BASIN W /CURB TRANSMON PER DETAIL C (USED WITH NOTES 8 & 17)
4
E.A.
( N
CONSTRUCT 0.43' A.C. PAVEMENT
958
TON.
18'
CONSTRUCT 0.67' CRUSHED AGGREGATE BASE
1,402
C. Y.
P. U. E.
CONSTRUCT 0.50' CRUSHED AGGREGATE BASE
573
C. Y.
SHEET
INDEX
#
DESCRIPTION
1
COVER SHEET
2
HAZELTON & SCOLLARD LANE
3
YORKWLLE LANE
4
ADAMS STREET
5
DARBY ROAD
R/W PER P.M. 82174 -75
30'
Q,
z
Q
V)
O
Z
z
O
U
W
J
m
U
J
a-
0-
Q
W
U
z
O
z
O
U
O
Q
® LW
CL
O Y=
� U
Q CL
NOTE.•
QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES
ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO
DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT PURPOSES.
EXIST.
I
3O'
10'
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
20'
18' I
P.U.E.
AND AREA WEST
EXIST.
PHONE: (951) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS.
WATER /SEWER COACHELLA VALLEY WATER DISTRICT
PROP.
0.43' A.C. PAVEMENT
EX. A.C. PAVEMENT
27.
OVER
0.67' AGGREGATE BASE 2'
MAX. 1 2_0%
816'
2.09
PROP.
81 -600 AVENUE 58
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
10'
6' S/W
LA QUINTA, CA 92253 -1080
COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
DARBY ROAD
PROPOSED
GAS THE GAS COMPANY
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL
R =60 T.1. =6.0 COLD PLANE TO ACCEPT
NOT
NOT tO SCALE 0.15' THICK MIN. OVERLAY
R/W
INDIO, CA 92201
EXISTING
(800) 292 -0713
OVER 0.67' AGGREGATE BASE 2'
B.V.C.-BEGIN VERTICAL CURVE
2%
TELEPHONE VERIZON
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM
20'
1
40'
PROP.
(760) 778 -3610
s 4"
30'
ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD.
10
I 30'
ADAMS STREET
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
LOT 1 LOT II LOT 1
TRACT 2374 TRACT 2374 TRACT 27897 -R
MB 224138 -39 MB 224136 -39 MB 261119 -20
609- 490 -001 609 - 490 -011 609 -441 -067
--- ---- D - - - -- '�
LOT 8
rRacr 22714
MB 198/91 -92
4 0 N ( ( 609- 441 -061
17 I ( I I 16 5
� LOT 7
TRACT 22714
MB 198191 -92
z e I 609 -441 -061
18 15 6
4
4 LOT 6
TRACT 227
II I MB 198191
I I I sos- 441 -osz
19 II II 14 7 II II � �
3 LOT 5
TRACT
MB 198/91 -191 -
92
609 - 441 -063
20 I� I 13 8 (( li
II 2 II O TRA T
CT 227,4
z
M6 198191-92
21 I( b I 12 g b 609- 441 -047
PORTION PARCEL 14 23
60 15/32
609 -062 -010
W
1 (n LOT 3
22 I ( 11 10 TRACT 191 -
-- ELI 60 198/91 -92
� I � 609 -441 -064
YORKVffl �O O II I Lor 2
" II I I MB 9%9
MB 199 -065
24 25 26 27 28 29 I I T RAC T '
LOT 30 I I MB 198 9 -
1
MB 198 91 -92
609- 447 -066
�A _ _ .
O
LOT 25 LOT 2 vY v LOT i �. LOT 5 � LOT 6 LOT J LOT 53
TRACT 23773 -5 TRACT 23773 -4 TRACT 23773 -4 TRACT 23773 -3 TRACT 23773 -3 TRACT 23773 -3 TRACT 23773 -1
MB 289163 -66 MB 288157 -59 MB 288157 -59 MB 262198 -99 MB 262198 -99 MB 262198 -99 MB 204139 -43 '
509 -560 -025 609- 470 -064 609 - 470 -063 609 -470 -062 609 - 470 -061 609- 470 -060 609- 470 -001
NVEFRDE COUNTY x CffY OF LA OUNTA BOUNDARY LAVE
LOT 52
TRACT 23773 -1
SHEET INDEX MAP MB 2 °4/39 -43
609- 470 -002 I
SCALE: 1'=100'
SECTION LINE
EXIST. R/W
PER P.M. 82174 -75
'
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY.
PHONE: (951) 955 -6790 FOR PERMIT CASES (C.U., P.U., P.P., OR VOLUNTARY), CABAZON
UTILITY PURVEYORS
AND AREA WEST
EXIST.
PHONE: (951) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS.
WATER /SEWER COACHELLA VALLEY WATER DISTRICT
C.F. -CURB FACE
P.O. BOX 1058
PHONE: (760) 863 -8267 FOR PERMIT CASES EAST OF CABAZON.
COACHELLA, CA 92236
C &G
(760) 398 -2651
10'
816'
20'
20'
81 -600 AVENUE 58
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
10'
P. U, E.
LA QUINTA, CA 92253 -1080
COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
(760) 398 -5825
P.U.E.
GAS THE GAS COMPANY
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL
PROP. 0.43' A.C. PAVEMENT EX. A.C. PAVEMENT
STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS
INDIO, CA 92201
MAX.
(800) 292 -0713
OVER 0.67' AGGREGATE BASE 2'
B.V.C.-BEGIN VERTICAL CURVE
2%
TELEPHONE VERIZON
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM
2.0% 2.07.
DRAINS.
PALM SPRINGS, CA 92262
PROP.
(760) 778 -3610
s 4"
CABLE TV TIME WARNER
ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD.
6' S/W
- =- EXISTING CURB AND GUTTER
ADAMS STREET
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
(760) 340 -2225
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL
R =60, T.I. =6.0
TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND
a - STREET SIGN
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS
NOT TO SCALE
AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS
UNTIL THE FINAL COMPLETING AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
BENJAMIN VENTURES, LLC
77682 COUNTRY CLUB DRIVE, SUITE A3
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING
PALM DESERT, CA 92211
AN ENCROACHMENT PERMIT.
TEL. 760- 771 -9441
P/L
FAX. 760 - 771 -0429
15.5' IID ESMT
37'
COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE
15.5' IID ESMT
STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* SHALL FOR TRACT MAPS AND
10'
18'
18'
L 10'
P. U. E.
i
0.5'
i- P.U.E.
APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC
0.5'
PROP. 0.33' A.C. PAVEMENT
12. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT.
FLOOD ZONE (FEMA)
OVER 0.5' AGGREGATE BASE
13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 (CHOOSE THREE
ZONE: C
SPECIES AND NAME THEM HERE).
MAX._
1.5% 1_ 5% s
COMMUNITY PANEL NUMBER 060245- 2260 -C
® MAX.
DATED 0913011988
Room
APN
PROP.
OP.
4
MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT
CURB INTERIOR STREET
CURB
4 S/W
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
BASIS OF BEARINGS
R =60, T.1. =6.0
PARKWAYS RESIDENTIAL STREEFS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER
BASED UPON THE CENTERLINE OF DARBY ROAD
TYPES OF LANDSCAPING IN THESE AREAS, LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE
NOT TO SCALE
SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE
COUNTY "STANDARDS RELATING TO HE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED
TYPICAL STREET SECTIONS
NOT TO SCALE
��
5 57
7r- "I7rlfnnl
VARIES
s' 6" s'
TRANSITION TRANSITION
FLOW LINE AS NOTED ON PLANS
TYPICAL CATCH BASIN DETAIL "C"
NO SCALE
24" 9"
P.C.C. SIDEWALK
1 1 /2 " 1 !
=112" �3"
2.0% R a
�- -' A.C. PAVEMENT
2 „
Lo
m :
a
R =1"
35"
WEDGE CURB DETAIL - 6" C.F.
NO SCALE
t'UtJLIG UJL; AIVU IU tit KLJYUIVJIHLL YUK J ll3t ALIUKT LUMYLIANUL YUK ALL LUKKLNI
ENVIRONMENTAL REGULATIONS DURING HE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.
ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED.
02/04/151
140301 S. DWG
` R/W
CATCH BASIN PER
F - 11 RCTD STD NO. 300
I � I
6" C.F. 10" C.F. I
p ® 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
BEING A SUBDIVISION OF A PORTION OF THE N 112 OF THE SE 114 OF SEC. 18, TSS, R7E, s B M AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF
CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY.
PHONE: (951) 955 -6790 FOR PERMIT CASES (C.U., P.U., P.P., OR VOLUNTARY), CABAZON
UTILITY PURVEYORS
AND AREA WEST
PHONE: (951) 955 -6885 FOR PARCEL MAPS AND TRACT MAPS.
WATER /SEWER COACHELLA VALLEY WATER DISTRICT
C.F. -CURB FACE
P.O. BOX 1058
PHONE: (760) 863 -8267 FOR PERMIT CASES EAST OF CABAZON.
COACHELLA, CA 92236
P.C.0 -POINT OF COMPOUND CURVE
(760) 398 -2651
3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO.
816'
ELECTRIC IMPERIAL IRRIGATION DISTRICT
P.R.C.-POINT OF REVERSE CURVE
81 -600 AVENUE 58
4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY
P.O. BOX 1080
TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION,
LA QUINTA, CA 92253 -1080
COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS.
(760) 398 -5825
GAS THE GAS COMPANY
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL
45 -123 TOWN AVENUE
STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS
INDIO, CA 92201
AND PARCEL MAPS ONLY).
(800) 292 -0713
19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A00171ONAL SIGNS AND
B.V.C.-BEGIN VERTICAL CURVE
6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE
TELEPHONE VERIZON
STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM
295 N SUNRISE WAY
DRAINS.
PALM SPRINGS, CA 92262
-EDGE EXISTING PAVEMENT
(760) 778 -3610
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED
CABLE TV TIME WARNER
ACCORDING TO COUNTY STANDARD NO. 206 AND /OR NO. 207, AS DIRECTED IN THE FIELD.
41725 COOK
- =- EXISTING CURB AND GUTTER
PALM DESERT
8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
(760) 340 -2225
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL
WORK PERFORMED WITHIN THE STATE RIGHT -OF -WAY.
TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND
a - STREET SIGN
MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS
OWNER /APPLICANT
AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS
UNTIL THE FINAL COMPLETING AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
BENJAMIN VENTURES, LLC
77682 COUNTRY CLUB DRIVE, SUITE A3
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING
PALM DESERT, CA 92211
AN ENCROACHMENT PERMIT.
TEL. 760- 771 -9441
FAX. 760 - 771 -0429
10. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOILS TESTS ( *) SHALL BE TAKEN BY THE
COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE
- G - EXISTING GAS
STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. (* SHALL FOR TRACT MAPS AND
D /W- DRIVEWAY
PARCEL MAPS - MAY FOR PERMIT CASES.)
�+�+
SITE ADDRESS
- CABLE - EXISTING CABLE
11. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS
FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE
BERMUDA DUNES, CA 92253
APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC
RIV. COUNTY x CITY OF LA QUINTA
EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS.
12. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT.
FLOOD ZONE (FEMA)
13. INSTALL STREET TREES IN ACCORDANCE WITH ORDINANCE NO. 460 AND 499 (CHOOSE THREE
ZONE: C
SPECIES AND NAME THEM HERE).
FLOOD INSURANCE RATE MAP (FIRM)
COMMUNITY PANEL NUMBER 060245- 2260 -C
14. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING
DATED 0913011988
PLAN,
APN
15. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A
MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT
609 - 062 -011, 012, 022 AND 023
EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE
STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX.
BASIS OF BEARINGS
LA INS TALL E D
PARKWAYS RESIDENTIAL STREEFS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER
BASED UPON THE CENTERLINE OF DARBY ROAD
TYPES OF LANDSCAPING IN THESE AREAS, LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE
PER PARCEL MAP 14510, PMB 82174 -75 AS N8928'40'E
SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE
COUNTY "STANDARDS RELATING TO HE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED
JUNE 1990.
02/04/151
140301 S. DWG
` R/W
CATCH BASIN PER
F - 11 RCTD STD NO. 300
I � I
6" C.F. 10" C.F. I
p ® 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
BEING A SUBDIVISION OF A PORTION OF THE N 112 OF THE SE 114 OF SEC. 18, TSS, R7E, s B M AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF
17. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY.
LEGEND
- DRAINAGE FLOW
BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES
IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
C.F. -CURB FACE
P.U.E.-PUBLIC UTILITY EASEMENT
C &G -CURB AND GUTTER
P.C.0 -POINT OF COMPOUND CURVE
18. a. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE, MUST OBTAIN A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS /DEVELOPERS ARE
P.P. -POWER POLE
P.R.C.-POINT OF REVERSE CURVE
REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE STATE WATER RESOURCES CONTROL
E.P. -EDGE OF PAVEMENT
L.E. - LANDSCAPE EASEMENT
BOARD (SWRCB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND
T.C. -TOP OF CURB
A.C.- ASPHALT CONCRETE
MONITORING PLAN FOR THE SITE.
b. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THIS COUNTY, A COPY OF
T.P. -TOP OF PAVEMENT
E.G. - EXISTING GROUND
THE N01 WITH A VALID WORK ORDER WDID NUMBER.
F.L. -FLOW LINE
D.E. - DRAINAGE EASEMENT
19. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF A00171ONAL SIGNS AND
B.V.C.-BEGIN VERTICAL CURVE
TRACT BOUNDARY
MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON
ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF HE DIRECTOR OF
M.V.C- MIDDLE VERTICAL CURVE
-EDGE EXISTING PAVEMENT
TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE
E.V.C. -END VERTICAL CURVE
_CURB AND GUTTER
JURISDICTION OF THE DEVELOPER.
L.O.C.-LENGTH OF CURVE
- =- EXISTING CURB AND GUTTER
20. EXISTING STORM DRAIN PIPES / CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED,
B.C.R.-BEGIN CURB RETURN
o-� - PROPOSED STREET LIGHT
ADJUSTED, DRAINED TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND /OR CLEANED
TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT.
E.C.R.-END CURB RETURN
a - STREET SIGN
B.C. -BEGIN CURVE
- -- CENTERLINE
M.C.-MIDDLE CURVE
® -CURVE DATA SYMBOL
EC. -END CURVE
® - CONSTRUCTION NOTE SYMBOL
P. I. POINT OF INTERSECTION
o -NEW ASPHALT CONCRETE
H.P -HIGH POINT
-W- EXISTING WATER
SI SIDEWALK
- G - EXISTING GAS
D /W- DRIVEWAY
-TELE- EXISTING TELE
- CABLE - EXISTING CABLE
IMATMO » M AEI;, kw ImMma
RIV. COUNTY x CITY OF LA QUINTA
BOUNDARY LINE
02/04/151
140301 S. DWG
` R/W
CATCH BASIN PER
F - 11 RCTD STD NO. 300
I � I
6" C.F. 10" C.F. I
p ® 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA,
BEING A SUBDIVISION OF A PORTION OF THE N 112 OF THE SE 114 OF SEC. 18, TSS, R7E, s B M AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF
cV N rn+ co h o 0 co ab
1. u� l.2 _ o -
rnti m 819, o o w, V iF5
rn
s c -- m !M
a
y.4 7OP=OSE-0-
100 : vc sq
1oD vc
, 50:00 VC , _ < _ _ _ � ! .0,3 I
a-t � � :: 1 Pi 93.62 � � :� .: , P�t11lFA�lFNT . d T ��A�T�Q1 - -1�/� -` _ � , _ _ _ _ _ _ -_ , __ __ � � . 9,'
V Q
U)
L°, W 26 m
z z rnI
LJ1E TABLE
LICE TABLE
LINE 1
LENGTH
BEARING
C2
LENGTH
BEARI NG
Li
433.78'
N89'26'13E
37.50'
375.27'
S00'03'06E
L2
34.31'
N89'26'13E
7UNE/
156.51'
N89'26'13E
L3
376.72'
S00'03'06 E
38.00'
403.68'
S00'03'06E
L4
176.85'
N892558E
C18
311.30'
S00'03'06"E
L5
318.14'
N89'2558 E
LID
412.09'
S00'02'34E
SIDEWALK BC AND 45' S'LY OF
L11
34.86'
N00'02'34"W
5 g YORKWL.LE LANE -)
O zW SEE SHEET NO 3
. z °I' J F:
22 21 20 19
Q
rt �Io
U7 4 �4 +37.99 ECR c
Lo I I _ 1 92.83 TIC - - - -
O p N rn o - - - / -PROS -a -
z+ + II u
R_ W L3
if
10 �-PROP, SEWER MAIN
co L - - S00' 06 "E
--F 14
ZE
e 13
R�W -PROP. WATER MAIN Ls 15 a O
O II
1
m 13 +51_98 BCR - CROP. - i
U 92.40 TO
w I I I WI 11 12 13 14
YORKVILL.E LANE +I
SEE SHEET N0. 3 ��rn HAZE C�
Z U
Q
W �
p D
� U
w O NOTE
p I- o WORK CONTAINED WITHV THESE PLANS
SHALL NOT COMMBCE UNM AN
U Q DIAL TW❑ W❑RKIN ENQR0 17
Ui BEF ❑RE DAYS BEFORE c�RADAVG '
Y ❑U DIG Iuu DIG
z � U T OLL FREE 1- 800 - 287 -2600 and ac�ceptaAk of hers In t of &c ess o ar g ry
Q Q A PUBLIC SERVICE BY after comfy appl'oval or d'* construction, the private en* eer shall be MARK BY DATE
� UNDERGROUND SERVICE ALERT a #or de *4 anaccep Vesolubandre''*the Pars for ENGINEER
CURVE DATA
CURVE /
LENGTH
RADIUS
DELTA
C2
50.62'
25.50'
113'44'21'
C3
33.70'
37.50'
51 °2939"
C4
24.92'
50.50'
28'16'31'
C15
39.83'
25.50'
89'29'18"
C16
157.03'
38.00'
236'46'07'
C17
50.03'
50.50'
5646'07"
C18
55.52'
25.50'
124'4527'
C19
38.29'
37.50'
58'3020"
DARBY ROAD 'ilk-
SEE SHEET NO. 5 =Io
-1 oh
J ° olm` O �
II ot�
. dl
II 20.3;
I( co
Na
DARBY ROAD
SEE SHEET NO. 5
3
GRAPHIC SCALE: 1"- 4
2
2 nF8
VE
CUR DATA
CURVE
INSTALL RESIDENTIAL STREET LIGHTING PER RIV. CO. STD. 1000
RADIUS
DELTA
C7
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403 - CASE B
25.00'
89'29'18"
5
CONSTRUCT 6" CURB FACE WEDGE CURB PER DETAIL ON SHEET 1
305.83'
0732'41'
1
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 312 - CASE "C"
298.96'
06'4236'
8
CONSTRUCT TYPICAL CATCH BASIN W CURB TRANSITION PER DETAIL C" SHT.
15.00'
90'00'00"
C71
CONSTRUCT 0.5' CRUSHED AGGREGATE BASE
15.00'
BEN C HMARK:
COUNTY OF RIVERSIDE
35.01'
PD -129 2" CITY OF PALM
06'4236"
C13
I.P. NO. 140031
DESERT BRASS DISK IN CONC.
WEST SIDE OF WASHINGTON ST
STREET IMPROVEMENT PLAN
STY OF THE PROLONGATION OF
25.00'
DARBY RD. 5' N'LY OF THE
HAZEL TON LANE & SCOLLARD LANE
SIDEWALK BC AND 45' S'LY OF
BEING A SUBDIVISION OF A PORTION OF THE
THE PROLONGATION OF THE CL
N 112 OF THE SE 114 OF SEC. 18, T5S, R7E, S.B.B..
OF DARBY RD. ELEV. 142.158
FOR:
W.O.
COUNTY
NAV = 142.158
BENJAMIN VENTURES, LLC
140301
FILE N0.
SCA LE: : A AS S NOTED
SCA
2
2 nF8
VE
CUR DATA
CURVE
LENGTH
RADIUS
DELTA
C7
39.05'
25.00'
89'29'18"
C8
40.27'
305.83'
0732'41'
C9
35.01'
298.96'
06'4236'
C70
23.56'
15.00'
90'00'00"
C71
23.56'
15.00'
90'00'00"
C12
35.01'
298.96'
06'4236"
C13
40.27'
305.83'
OT32'41"
C14
39.49'
25.00'
90'30'42'
NOTES:
- ALL CATCH BASINS TO BE CONSTRUCTED ON A -6" CURB W/TRANSITION TO WEDGE CURB (10' MIN.)
- CATCH BASINS DATA ARE SHOWN ON SHEET NO. 6
o; oc
S, \S `9Ox0\SO O W
9 ? 0 cP U U O `�' S� WI C'I mlt -.
Ca
TAs ti�� rn l
c p c> >o � N + N + I�
HAZELTON LAN o � S�%oLLARD LANE oI o 0)
SEE SHEET ND. 2 �� 0,
Co
+1 "? SSE SHEET N0. 2 � N �
Z
O
c
LLJ
Q
�
®
�
Z
�
z
Q
RADIUS
DELTA
W
50.62'
Cf)
Z
�
C3
z
z
pj
O
Z
O
50.50'
U
C5
157.03'
W
C0
~
a
U
50.50'
56'46'07"
Cj-
QL
39.05'
25.00'
Q
C14
39.49'
25.00'
90'30'42"
C15
tr
25.50'
�
CURVE DATA
CURVE #
LENGTH
RADIUS
DELTA
C2
50.62'
25.50'
113'4421 "
C3
33.70'
37.50'
51'2939"
C4
24.92'
50.50'
28'16'31"
C5
157.03'
38.00'
236"46'08"
C6
50.04'
50.50'
56'46'07"
C7
39.05'
25.00'
8929'18"
C14
39.49'
25.00'
90'30'42"
C15
39.83'
25.50'
89'29' 18"
C16
157.03'
38.00'
236'46'07"
C17
50.04'
50.50'
56'46'07"
C18
55.52'
25.50'
124'45'27"
C19
38.29'
37.50'
58'30'20"
C20
50.62'
25.50'
113'44'21 "
NOTES:
- ALL CATCH BASINS TO BE CONSTRUCTED ON A -6" CURB W/TRANSITION TO WEDGE CURB (10' MIN.)
- CATCH BASINS DATA ARE SHOWN ON SHEET NO. 6
ADAMS STREET
SEE SHEET NO. 4
17. 34 r BCC�
F TC i 12 +8728
r 1(91.85)TC
I
I 12 +36.96
P 1 (9
\ 7
8 60 T q0-,
11+87.21 X11,
1(
www.heitecinc.com
e1ROFESS /0lyq 42 -575 Melanie Place, Suite H
D �n Palm Desert, California 92211
�PF h 9�y C O N 5 U L T 1 N G 760.340.9060 Fax:760.340.9070
� No. 55606
APPR. DATE ST gTE c l vl\ F OR� P PREPARED BY: MICHAEL D. HACKER R.C.E. NO. 55606
REVISIONS DATE 2 �h
couNTr
LM TABLE
LINE #
LENGTH
BEARING
L1
433.78'
N89'2]13"E
L2
34.31'
N89'2
L3
376.72'
S00'0
L4
176.85'
N89'2
L5
318.14'
N89'2
L6
375.27'
S00'0L7
INSTALL RESIDENTIAL STREET LIGHTING PER RIV. CO. STD. 1000
158.51 '
N89'2L8
403.68'
S00'0L9
CONSTRUCT TYPICAL CATCH BASIN W /CURB TRANSITION PER DETAIL "C" SHT. 1
311.30'
S00'0
L10
412.09'
500'02'34 E
L11
34.86'
N00'02'34 W
0 20 40 80
GRAPHIC SCALE. 1
CONSTRUCTION NOTES
NO.
DESCRIPTION
1
CONSTRUCT 0.33' A.C. OVER 0.5' CRUSHED A.B.
3
CONSTRUCT A -6" CURB & GUTTER PER RN. CO. STD. 200
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403
5
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
6
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
7
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. STD. 302
8
CONSTRUCT GUTTER DEPRESSION PER RN. CO. STD. 311 - CASE B"
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
INSTALL STOP SIGN STOP BAR AND LEGEND
INSTALL RESIDENTIAL STREET LIGHTING PER RIV. CO. STD. 1000
4
CONSTRUCT ADA CURB RAMP CASE A PER RN. CO. STD. 403 - CASE "B"
CONSTRUCT 6" CURB FACE WEDGE CURB PER DETAIL ON SHEET 1
CONSTRUCT TYPICAL CATCH BASIN W /CURB TRANSITION PER DETAIL "C" SHT. 1
CONSTRUCT 0.5' CRUSHED AGGREGATE BASE
BENCHMARK: COUNTY OF RIVERSIDE
PD -129 2" CITY OF PALM
DESERT BRASS DISK IN CONC. I.P. NO. 140031
WEST SIDE OF WASHINGTON ST. S TREET IMPROVEMENT PLAN
S'LY OF THE PROLONGATION OF YORKVILLE LANE
DARBY RD. 5' N'LY OF THE
SIDEWALK BC AND 45' STY OF BEING A SUBDIVISION OF A PORTION OF THE
THE PROLONGATION OF THE CL N 112 OF THE SE 114 OF SEC. 18, T5S, R7E, S.B.B. M.
OF DARBY RD, ELEV. 142.158 FOR: W.O. COUNTY
NAVD 29 ELEV = 142.158 BENJAMIN VENTURES, LLC 140301 FILE NO.
SCALE: AS NOTED
ve ee�e�e ew.
3
3 nr &wT
LM T
LINE #
LENGTH
O
Ld
z
L 1
CD
(i1
N8926' 13 "E
Q
LLI
N8926'13 "E
L3
Q
�
®
cr�
p
176.85'
N89'25'58 E
z
LM T
LINE #
LENGTH
BEARING
L 1
433.78'
N8926' 13 "E
L2
34.31'
N8926'13 "E
L3
376.72'
500'03'06 E
L4
176.85'
N89'25'58 E
L5
318.14'
N892558 " E
L6
375.27'
S00'03'06 E
L7
158.5 1 '
N89'26' 13 E
L8
403.68'
S00'03'06 E
L9
311.30'
S00'03'06 E
L10
412.09
500'02 34 E
L11
34.86'
N00'02'34"W
C LFW DATA
CURVE /
W
RADIUS
m�
Cl
54.42'
1
15'0421"
C2
C LFW DATA
CURVE /
LENGTH
RADIUS
DELTA
Cl
54.42'
206.86'
15'0421"
C2
50.62'
25.50'
113'4421 "
C3
33.70'
37.50'
51'2939"
C4
24.92'
50.50'
28'1631 "
C19
38.29'
37.50'
58'3020'
C20
50.62'
25.50'
113'44'21'
C21
47.40'
30.00'
90'3128"
M 1~ ��(j 0 20 40 80 160
YORKWLLE LANE DARBY ROAD
+ + CATCH BASIN 13 GRAPHIC SCALE: 1'= 40'
au
h SEE SHEET N0.3 N rn SEE SHEET NO.5
-rrcuv . w
. a /uo a �T ; I 1 I m
y } w U to CATCH BASIN / 6b'
0
STORM DRA Q�G�1�G —
W I P/L (TY L /90 DRYWELL
DRAIN
DRYWELL 7' ( I
cat I 9 10 - - -,� _= cif 3 -= -- - �4 -- - - - -- - ---- --•- -- r - - --
u CATCH BASIN # 1 5 4 �� EXiST. EP �+ + NOD' 1 '29 E T I
00 00 C S H 11)TC,END
j N Z (86.75)TC (8E.50)TC 3 ST. SEWER MAIN EXIST. C &G _ " o - - _ - - - - _ - - - - _ - - ` - - _ - - - - - - -
z (88.31)TC (86.45)TC (8642)TC _ -- - - - -- - - - -- - - - -- -- -- - - - -- - _ _ _ _ _ _ / _ RBY RD
p 9 9 :w 5 1 ,
}J � i ' 17+60.67 A ST .
z $ , c �..
_ _ _ _ _ _ _ _ _ _ _ _ _ w 17 +8 2.14 DA
z U , ._ � o� cV 1= O V ^ W V
+ + + O + + + W + Iv + _. + + V + 'p + (.a +
1 l7UC 1 O Y NOTES
N0.
DESCRIP710NCONS
1
10 +5
60 8C
SAWCUT EXISTING A.C.
o
CONSTRUCT A -6" CURB & GUTTER PER RN. CO. STD. 200
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403
1 7 +31 BCR
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
I
CONSTRUCT SIDEWALK PER RIV. CO. SID. 4011 6' WIDE
I
CONSTRUCT COMBO INLET CATCH BASIN NO. 12 PER RN. CO. STD. 302
8
CONSTRUCT GUTTER DEPRESSION PER RN. CO. STD. 311 - CASE "B"
9
13
89.61
C
w
10 +54.99 ECR
o
o
PR OPOSED R/W
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM SEE DETAIL ON SHEET NO. 6
1
84.86 TC
I
I I
STORM DRAIN
" ;.
—
I
(87.18)TC
18
2
91.24TC
0
o
2 I
87.68 TC
(86.70)TC 7_
EXIST. CATCH BASIN (
86 35 ) TC EXIST C &G �
v..:
c1 u t 1 4
�s 019.
°�
L70
PRO C/ G EXIST. R WLINE -1, PROP. S/W
1
a I
co
cat I 9 10 - - -,� _= cif 3 -= -- - �4 -- - - - -- - ---- --•- -- r - - --
u CATCH BASIN # 1 5 4 �� EXiST. EP �+ + NOD' 1 '29 E T I
00 00 C S H 11)TC,END
j N Z (86.75)TC (8E.50)TC 3 ST. SEWER MAIN EXIST. C &G _ " o - - _ - - - - _ - - - - _ - - ` - - _ - - - - - - -
z (88.31)TC (86.45)TC (8642)TC _ -- - - - -- - - - -- - - - -- -- -- - - - -- - _ _ _ _ _ _ / _ RBY RD
p 9 9 :w 5 1 ,
}J � i ' 17+60.67 A ST .
z $ , c �..
_ _ _ _ _ _ _ _ _ _ _ _ _ w 17 +8 2.14 DA
z U , ._ � o� cV 1= O V ^ W V
+ + + O + + + W + Iv + _. + + V + 'p + (.a +
1 l7UC 1 O Y NOTES
N0.
DESCRIP710NCONS
1
CONSTRUCT 0.33' A.C. OVER 0.5' CRUSHED'A.B.
2
SAWCUT EXISTING A.C.
3
CONSTRUCT A -6" CURB & GUTTER PER RN. CO. STD. 200
4
CONSTRUCT ADA CURB RAMP CASE A PER RIV. CO. STD. 403
5
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
6
CONSTRUCT SIDEWALK PER RIV. CO. SID. 4011 6' WIDE
7
CONSTRUCT COMBO INLET CATCH BASIN NO. 12 PER RN. CO. STD. 302
8
CONSTRUCT GUTTER DEPRESSION PER RN. CO. STD. 311 - CASE "B"
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
i
INSTALL STOP SIGN STOP BAR AND LEGEND
1
INSTALL STORMDP41N 18" RCP SEE DETAILS ON SHEET NO. 6
1
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM SEE DETAIL ON SHEET NO. 6
1
CONSTRUCT 0.43' A.C. PAVEMENT
CONSTRUCT 0.67' CRUSHED AGGREGATE BASE
( N. N N O N N cp —I m y OO � O n'6 O O
M (90.01)TC F o a .° ° °4 w w (-n bo N a ,\N w v crn N 9 N 9) + ` w
L
( 87.50) (86.27)F / o rn -i cn cc ` co .� oo .� cN rn n Cn n co ++ � oo n o o bo
V N n C71 — I O ti _N y ti m ti y N y O —i y —I ti m
U (88.09)FL (86.89)FL (85.96)FL (85.59)FL l 85.33)FL n N n n n o o n o n o n n V
y
W A `� t EXIST. R/W LINE
ADAMS STREET
NOTES:
- ALL CATCH BASINS TO BE CONSTRUCTED ON A -6" CURB W/TRANSITION TO WEDGE CURB (10' MIN.)
- CATCH BASINS DATA ARE SHOWN ON SHEET NO. 6
www.heitecinc.com BENCHMARK: COUNTY OF RIVERSIDE
OFESSI 42 -575 Melanie Place, suite H PD -129 2" CITY OF PALM I.P. NO. 140031'
D. Palm Desert, California 92211
oPR o �< DESERT BRASS DISK IN CONC. .
�QE � Fy
�9 C O N S U L T 1 N G 760.340.9060 Fax:760.340.9070 WEST SIDE OF WASHINGTON ST. STREET IMPROVEMENT PLAN
STY OF THE PROLONGATION OF
No. 55606 DARBY RD. 5' N'LY OF THE ADAMS STREET
* SIDEWALK BC AND 45' S'LY OF BEING A SUBDIVISION OF A PORTION OF THE
THE PROLONGATION OF THE CL N 112 OF THE SE 1 4 OF SEC. 18 T5S, R7E, S.B.B.
MARK BY DATE APPR. DATE Sl4TF I FP PREPARED BY: MICHAEL D. HACKER R.C.E. N0. 55606 OF DARBY RD. ELEV. 142.158 FOR: W.O. COUNTY
OF CA�
REVISIONS NAVD 29 ELEV = 142.158
ENGINEER COUNTY DATE Z is SCALE: AS NOTED BENJAMIN VENTURES, LLC 140301 FILE NO
I m
ga
LJNE TA
L.E TA
LINE J/
LENGTH
BEARING
LINE I
LENGTH
BEARING
L1
433.78'
N8926'13 " E
L6
375.27'
S00'03'06 E
L2
34.31'
N89'26'13 E
L7
158.51'
N89'26'13 E
L3
376.72'
S00'03'06 E
L8
403.68
S00'03'06 E
L4
176.85'
N892558 "E
L9
311.30'
S00'03'06E
L5
318.14'
N89'2558 E
L10
412.09'
S00'02'34 E
L11
1 34.86'
N00 0234"W
CL
X
(D z 10 ±00.00 HATON LONE= j
CD '® Q � � � 13 +86.77 DARBYRBY ROAD EXIST. R/W LINE
- - — — — — — —
- - - - - - - - - BEG. TO -� - - - it -\ ` \AND C EXIST EP -� - - - - -
i EX. 8 A� WATER MAIN PER -- - - - - -- - - - -- - r -- - -
- ----- - - - - -- �CVWD DWG. N0. 10847 -- - - --
EXIST. EP--,,, , , - _ x . „� x ° M
Q, - - -- ---------------- - - - - -- N _ o of ° _ C A T CH E SHEET I N 6 \ 17 +60.85
Z 8 EXIST. EP N89'28 "E � — — — I N N89 °28'40 "E i 7 — �_ � —
Q — I — — I — _ - - — — (83.56)END
cn - - - - - - =TRTCT BDY. 3
----- - --- =- 3 5 19 '-EXIST EP o 6 °
-''- .La' , L5
Q7 W , ' 9
Z ¢ ° PROPOSED EP ° . - : - . - ..: -- ... , (8I 4,90)TC
p °� °� °� R /WT
Z p z ° o o Q v 17 10 ±35.11 E CR, 1 +34.89 BCR 16 R/W g �� +'1021RI
Z U 4j o M + o + - 0 89.06 TC r I 88.86 TC �/ c�s�, LOTS 5.60 TC T
O w g W = W w HAZELTON ADAMS STREET
Q m Co 00 LANE I SCOLLARD LANE
°p ro w ° N ° 00 m SEE SHEET N0. 2 SEE SHEET N0. 4
(n U O1 m U + n D, I SEE SHEET 2
C7 '� �o �Irnrn
N 88 ��
�I� SIN
Q 4
± o Mloi � 06 �I00
w 00 r
Z U D An' " BW R 0 A D
Z
1
Q
W NOTES:
p - ALL CATCH BASINS TO BE CONSTRUCTED ON A -6" CURB W/TRANSITION TO WEDGE CURB (10' MIN.)
! _ V r te ` TVRA—)TRmIRP - CATCH BASINS DATA ARE SHOWN ON SHEET NO. 6
cc \I T I I
GRAPHIC S CALE. 1 40
C LFW DATA
CURVE /
LENGTH
RADIUS
DELTA
C10
23.70'
15.00'
90'30'57
C71
23.43'
15.00'
89'29'03
C21
4240'
30.00'
9031'28"
160
CONSTRUCTION NOTES
NO.
DESCRIPTION
3
CONSTRUCT A -6" CURB & GUTTER PER RIV. CO. STD. 200
4
CONSTRUCT ADA CURB RAMP CASE A PER RN. CO. STD. 403 - CASE A"
5
CONSTRUCT CROSS GUTTER PER RIV. CO. SID. 209
6
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
7
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. SID. 302
8
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 311 - CASE B"
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS SID. 6 -03.4
1
INSTALL STOP SIGN STOP BAR AND LEGEND
1
INSTALL STORMDRAIN 18" RCP
8
CONSTRUCT TYPICAL CATCH BASIN W /CURB TRANSITION PER DETAIL "C" IN SHT. 1
9
CONSTRUCT 0.43' A.C. PAVEMENT
CONSTRUCT 0.67' CRUSHED AGGREGATE BASE
0
an
i
� o
rn
0
z
ADAMS STREET
SEE SHEET N0. 4
0 10
GRAPHIC SCALE: 1
I_.
Lli EASEMENT NOTE TRACT MAP NO. 34546 RETAIN LOTS 30 AND 32 ONLY AS A PRIVATE DRAINAGE EASEMENT" FOR STORM WATER
Z Z RETENTION PURPOSES AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR
SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP AND THE MAINTENANCE THEREOF."
L
TYPE
ui
HEIGHT (H)
1
C. B. #2 7
Q 10(cfs)
12" ROCK RIP -RAP
1
COMBO INLET
6'
4.0'
p
el
L~iJ
2
COMBO INLET
16'
8.0'
82.22
® 1.411
_
3
COMBO INLET
6'
4.0'
85.05
®�
3.4
4
COMBO INLET
�
1
80.36
� El s ID LOT 30 2
6.4
O
III - 1I I- BETWEEN THE WASHED ROCK AND
C)
CC
W
RETENTION BASOV
BE =81.6
1
Q
w
�
j
/ 0
z
207.
z
o
Z
U
LOT 29
co
I
I
PAD =92.2
�
U
W
�
SOUTH
STORM DRAIN PLAN
Q
GRAPHIC SCALE: 1
I_.
Lli EASEMENT NOTE TRACT MAP NO. 34546 RETAIN LOTS 30 AND 32 ONLY AS A PRIVATE DRAINAGE EASEMENT" FOR STORM WATER
Z Z RETENTION PURPOSES AS SHOWN HEREON, FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR
SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP AND THE MAINTENANCE THEREOF."
CATCH BASIN DATA
CB #
TYPE
WIDTH W
HEIGHT (H)
INV OUT
Q 10(cfs)
Q 100(cfs)
1
COMBO INLET
6'
4.0'
82.66
•
0.92
2
COMBO INLET
16'
8.0'
82.22
4.0
9.5
3
COMBO INLET
6'
4.0'
85.05
1.5
3.4
4
COMBO INLET
�
4.0'
80.36
2.7
6.4
O
III - 1I I- BETWEEN THE WASHED ROCK AND
UNDISTURBED SOIL
12"
1
CATCH BASIN DATA
CB #
TYPE
WIDTH W
HEIGHT (H)
INV OUT
Q 10(cfs)
Q 100(cfs)
1
COMBO INLET
6'
4.0'
82.66
0.39
0.92
2
COMBO INLET
16'
8.0'
82.22
4.0
9.5
3
COMBO INLET
6'
4.0'
85.05
1.5
3.4
4
COMBO INLET
6'
4.0'
80.36
2.7
6.4
24" DIAM. C.I. GRATE & FRAME
1" TO 1 112" WASHED ROCK ON
UNDISTURBED SOIL A MINIMUM 12" THICK
DRYWELL DETAIL 12
NOTES: - ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT
- DRYWELL TO BE INSPECTED ANNUALLY OR AFTER EACH STORM, REMOVE SEDIMENT OR DEBRIS.
z N C.B. #3
O
z
ALHAMBRA FOUNDRY A -1200 OR APPROVED
O
cn
EQUAL. ADAPT AS REQUIRED FOR 'V' GUTTER AND
CONSTRUCT 0.33' A.C. OVER 0.5' CRUSHED A.B.
CURB & GUTTER INSTALLATION. SET RIM TO GRADE
SAWCUT EXISTING A.C.
WITH PRECAST RISERS.
CONSTRUCT A -6" CURB & GUTTER PER RIV. CO. STD. 200
COMPACT BACKFILL TO 90% MIN.
CONSTRUCT ADA CURB RAMP CASE A PER RN. CO. STD. 403 - CASE "A"
_ WITH TOP 12" COMPACTED TO 957.
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
- — 48" DIAM. PRECAST MANHOLE CONE
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
_ = 6" PVC DOWN DRAIN WITH FILTERED
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. STD. 302
_ COLLAR
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 311 - CASE B"
I = 6" DOME TYPE GRATE ON INLET
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
PRECAST REINFORCED CONC. SLAB
INSTALL STOP SIGN STOP BAR AND LEGEND
=I I (T 4" CONCRETE SLAB (POURED IN PLACE)
INSTALL STORMORAIN 018" RCP SEE DETAILS IN THIS SHEET
EXTEND 6" INTO UNDISTURBED SOIL
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM SEE DETAIL IN THIS SHEET
_=
_ —I I (CLASS 560 -C -3250 CONCRETE)
CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. 300
�_) I 48" PRECAST PERFORATED CONCRETE RING
p II
= 1" TO 1 112" WASHED ROCK
CONSTRUCT TYPICAL CATCH BASIN W /CURB TIMSRION PER DETAIL C" ON SHT1 (USED W17H NOTES 8 & 17
-- A NON -WOVEN FILTER FABRIC PER SEC.
O
_ -I 88 -103 CAL. SID. SPEC. SHALL BE USED
O
III - 1I I- BETWEEN THE WASHED ROCK AND
UNDISTURBED SOIL
12"
1" TO 1 112" WASHED ROCK ON
UNDISTURBED SOIL A MINIMUM 12" THICK
DRYWELL DETAIL 12
NOTES: - ALL JOINTS ABOVE THE LEACHING AREA SHALL BE MORTAR SEALED INSIDE AND OUT
- DRYWELL TO BE INSPECTED ANNUALLY OR AFTER EACH STORM, REMOVE SEDIMENT OR DEBRIS.
z N C.B. #3
O
z
BENCHMARK:
PD -129 2' CITY OF PALM
DESERT BRASS DISK IN CONC.
WEST SIDE OF WASHINGTON ST.
S'LY OF THE PROLONGATION OF
DARBY RD. 5' N'LY OF THE
SIDEWALK BC AND 45' SLY OF
THE PROLONGATION OF THE CL
OF DARBY RD. ELEV. 142.158
NAVD 29 ELEV = 142.158
SCALE: AS NOTED
d
1= /1
FG
OUTLET STRUCTURE
CONSTRUCTION NOTES
(n
O
cn
W
CONSTRUCT 0.33' A.C. OVER 0.5' CRUSHED A.B.
�
BENCHMARK:
PD -129 2' CITY OF PALM
DESERT BRASS DISK IN CONC.
WEST SIDE OF WASHINGTON ST.
S'LY OF THE PROLONGATION OF
DARBY RD. 5' N'LY OF THE
SIDEWALK BC AND 45' SLY OF
THE PROLONGATION OF THE CL
OF DARBY RD. ELEV. 142.158
NAVD 29 ELEV = 142.158
SCALE: AS NOTED
d
1= /1
FG
OUTLET STRUCTURE
CONSTRUCTION NOTES
N0.
I DESCRIPTION
1
CONSTRUCT 0.33' A.C. OVER 0.5' CRUSHED A.B.
2
SAWCUT EXISTING A.C.
3
CONSTRUCT A -6" CURB & GUTTER PER RIV. CO. STD. 200
4
CONSTRUCT ADA CURB RAMP CASE A PER RN. CO. STD. 403 - CASE "A"
5
CONSTRUCT CROSS GUTTER PER RIV. CO. STD. 209
6
CONSTRUCT SIDEWALK PER RIV. CO. STD. 401
7
CONSTRUCT COMBO INLET CATCH BASIN NO. 2 PER RIV. CO. STD. 302
8
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 311 - CASE B"
9
INSTALL BLUE RETRO- REFLECTIVE PVMT. MARKERS PER CALTRANS STD. 6 -03.4
1
INSTALL STOP SIGN STOP BAR AND LEGEND
CID
INSTALL STORMORAIN 018" RCP SEE DETAILS IN THIS SHEET
1
INSTALL 20' DEEP DRYWELL AT RETENTION BASIN BOTTOM SEE DETAIL IN THIS SHEET
CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. 300
CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. 312 - CASE C
CONSTRUCT TYPICAL CATCH BASIN W /CURB TIMSRION PER DETAIL C" ON SHT1 (USED W17H NOTES 8 & 17
STREET IMPROVEMENT PLAN
STORM DRAINAGE DETAILS
BEING A SUBDIVISION OF A PORTION OF THE
N 112 OF THE SE 1 4 OF SEC. 18, T5S, R7E, S.B.B.M.
)R: W.O. COUNTY
BENJAMIN VENTURES, LLC 140301 FILE NO.
an
LM TABLE
LENGTH
BEARING
L1
33.00'
N71'47'16"W
L2
33.00'
N00'02'34"W
L3
1700'
N60'03'11 E
L4
11.00'
N00'34'02"W
DARBY ROAD
SEE SHEET N0. 5 _
I
� I
W � I
Ifni
0
�`�
NORTH STORM DRAIN PLAN
R/W R/W R/W R/W R/W R/W R/W
92 92 92 92 92 92 92
86.8 4 . X88 _ F _ -86 B 2 88 - , - 86.66 88 F 8
86.32 M c 88 o _ 88 8$
I °° TP TP 00i ~�
( 8 5 . 8 0 ) 85.10 ° v I
TP _ \ _ � < 84.
0
z
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0
Q
0
z
z
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CL
Q
W
U
z
or
0
z
O
U
O
Q
0 co
LLJ U
O 1=
ct: U
Q CL
R/W
q a)L.
R/W R/W R/W
92 92 92
88 0 cow 2 88 88�
_ .,:
R/W
92
7) ul. f 87.
R/W
R/W
R/W
R/W
R/W
100
100
400
900
-96
rn
96
- _ 96 _
- 96
96
9X—'
I�
93.29 IF
93 24 I oIc>
_ �
93.07 I °0 [
4 c ..
(o2 73t)
rnl TP
92 92 _ 92 9 88
_- __ 84
14 +25 14 +50 14 +75 15 +00
Z
Q
0
Q
0
z
z
0
U
W
J
m
U
J
Q-
Q-
Q
W
U
z
g
O
z
0
U
O
Q
� W
U
O 1=
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Q �
1
- -88
STA 10 +83040 TO 17 +10.21(ECR)
17+10.21
I
R/W R/W R/W
96 1 96 96
92- 92 92 v
I MIF
00 $8.38 w TP
I 000 TP I
R/W R/W R/W
96 96
((91.74))
92 o�c� T (91.06)
TP ��_ I.
J
R/W
1
q
96_
I �
I N
92
13 +25
92 rnl / TP d 90.40 'c
v a u? F 89.50
R/W
R/W
-1 _
13 +50 13 +75 14 +00