970vv_sppz
O
Dn
rn
S
w
K
w
w
z
CD
w
CA
rn
w
0
It:
0
O
U
NOTES:
1. R SH41 BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT,
PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR WALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE;
MID TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR All CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES
FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REWIRED.
2. THE CONTRAGTOR/DEVELOPER SWl BE RESPONSIBLE FOR THE CLEARING OF THE WORK APEV AND RELOCATION COSTS OF ALL EXISTING UTILITIES.
THIS INCLUDES UNDEAGROUNDING OF EXISTING OVERHEAD UNES ALONG THE PROJECT FRONTAGE AS REWIRED BY THE CONDITIONS OF APPROVAL PERMTIEE
MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 4B HOURS PRIOR TO BEGINNING OF CONSTRUCTION.
PHDNff: (951) 955-6BB55
3. THE DEVELOPER CULL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 1220, 1221.
TI '�" nI f• I,.T I W19T• •A :: p.- t. Ia..-Ts. r..ry��r �. T`UTPf T`1
1 A m 1 x 1•I x I - 1•. I s s
5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS
REQUIRED BY RN 61DE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE
OF RIGHT-OF-WAY. PRIOR TO ROAD CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY
CORNERS AND BENCH MARKS SHALL BE REFERENCED OUT AND CORNER RECORDS FILED WITH THE COUNTY SURVEYOR PURSUANT TO
SECTION 8771 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS DESTROYED DURING CONSTRUCTION SHALL BE RESET, AND A
SECOND CORNER RECORD FILED FOR THOSE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS.
6. ALL UNDERGROUND FACILITIES, WTH LATERALS, SHALL BE IN PLACE PRIOR TO PAWNG THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:
SEWER, WATER, ELECTRIC, GAS, STORM DRAINS.
7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO, 206 AND/OR NO. 207,
AS DIRECTED IN THE FIELD.
& IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND
WARNING SIGNS WITHIN THE PROJECT UNITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBUC AND WORKERS UNTIL THE
FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY.
A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW TO THE PERMITS SECTION OR INSPECTION SECTION PRIOR TO OBTAINING AN ENCROACHMENT
PERMIT.
9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER ROUGH GRADING TO DETERMINE THE EXACT
STREET SECTION REQUIREMENTS. USE STANDARD NO. 4DI IF EXPANSIVE SOILS ARE ENCOUNTERED.
10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL AND
PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND OA3 GALLONS PER SQUARE YARD, RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO
SECTION 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS
II. NOT APPLICABLE / NOT USED.
12 INSTALL STREET TREES IN ACCORDANCE WTH ORDINANCE NO .461 AND THE COMPREHENSIVE LANDSCAPING GUIDEUNES (LAGERSTOEMIA INDICA
'MUSKOGEE, QUEROUS AGRIFOUA, AND PISTACHIA'RED PUSH').
13 STREETLIGHTS SHALL BE INSTALLED IN ACCORDANCE WIN THE APPROVED STREET UGHTING PLAN.
14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERUNE, AND
MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL. STANDARDS FOR
THE CURRENT ASSIGNED TRAFFIC INDEX.
15, ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT
SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE
SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY COMPREHENSIVE LANDSCAPING GUIDELINES
DATED OCTOBER 2009.
16. ANY PRIVATE DRAINAGE FACIUTES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR
APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
17. a. OCNSTRUCTION PROJECTS MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE
REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCBI PREPARE A STORM WATER POLLUTION
PREVENTION PLAN (SW3PP) AND MONITORING PLAN FOR THE SITE
8. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE OCUNTY A COPY OF THE NOI WITH A VAUD WND NUMBER.
18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED IN THE SIGNING AND STRIPING
PLAN WTHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION
OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
19, EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, 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.
20. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OGNTRACTOR TO APPLY TO RIVERSIDE COUNTY ROOD CONTROL (RCFC)
FOR PERMITS WHEN ANY STORM DRAIN PIPE NEED TO CONNECTED WITH A RCFC FACILITY AND ADD PERMIT / ON THE PLAN.
21. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY AND OR CALIFORNIA
DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THEIR
RIGHT-OF-WAY.
22. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RICHT-OF-WAY, PROOF OF DRIVEWAY OWNER NOTFICATON IS REQUIRED PRIOR TO
CONSTRUCTION.
En
0
1><
o NOTE:
z QUANTITY ESTIMATES SHOWN ON THESE
rn PLANS ARE FOR PLAN CHECK PURPOSES ONLY. CONTRACTOR SHALL
VERIFY THE EXACT QUANTITIES PRIOR TO BIDDING. ANY
zDISCREPANCIES FOUND MUST BE DIRECTED TO THE ENGINEER
O IMMEDIATELY, SO ADJUSTMENT CAN BE MADE.
U
w PRIVATE ENGINEER'S NOTICE TO CONTRACTOR:
J
Ln CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS
U DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT
J THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORK HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
UABUTY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR ENGINEER. THE EXISTENCE AND LOCATION OF ANY
B: UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS.
w THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTY LINES AND
cD STRUCTURES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT ON RECORD OR NOT SHOWN ON THESE PLANS THE
CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION AND CONDITION OF ALL UTILITIES AND SHALL REPORT ANY
a DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
ECHO HIGHLANDS
STREET IMPROVEMENT PLANS
FOR TRACT No. 32585
INDEX MAP
// 200' 0' 109 200' 400'
UNDERGROUND UTILITY NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS AND
CONNECTIONS AND VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES AFFECTED. THE ENGINEER
SHALL BE NOTIFIED OF ANY DISCREPANCIES BEFORE CONSTRUCTION BEGINS.
2. LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE BEST AVAILABLE
INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE TO SHOW EXISTING
SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM THE RESPONSIBILITY OF VERIFYING THE
LOCATION AND PROTECTING ALL SUBSTRUCTURES
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND MAKE NECESSARY
ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO BEGINNING OF
CONSTRUCTION.
UNDERGROUND STRUCTURES:
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE
SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND
EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT
THERETO AGREES TD ASSUME LIABILITY AND TO HOLD UNDER -SIGNED HARMLESS FOR ANY
DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT
REPORTED TO THE UNDERSIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT
VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE
STARTING WORK.
NOTE: 'l�-
o WORK CONTAINED WITHIN THESE PLANS SHALL ENGINEER 9 OFESS/0,
w NOT COMMENCE UNTIL AN ENCROACHMENT
Q U PERMIT AND/OR A GRADING PERMIT HAS BEEN
DIAL TOLL FREE ISSUED. y Q
W Q G C THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE EY No. 052498 m
7-800-227-2600 FOR ASSURING THE ACCURACY /AND ACCEPTABILITY OF THE '� Exp. 12-31-22
DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
dl7 AT LiAS'T TWD DAYS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE 1 MDS 9M7I2O29 REVSD SHTSU.11 & 15ANDADDEDSHTSMW IIA&15A BEC 928123 �qA. CIVIL
d z u BEFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING f FIF
ux08MwaN0 SERVICE ALERT OF SOUTHERN CALIFORNIA AN ACCEPTABLE SOLUTION AND REVISING THE PLAINS FOR AR BTE REVISIONS APPR DATE GLA
APPROVAL BY THE COUNTY. FNr.INccY DA0 nnl IwIN
LEGAL DESCRIPTION
BEING A PORTION OF FRACTIONAL
SECTION 10, TOWNSHIP 6 SOUTH, RANGE
5 WEST, SAN BERNARDINO BASE AND
MERIDIAN, AS SHOWN BY UNITED STATES
GOVERNMENT SURVEY, APPROVED BY
THE SURVEYOR GENERAL DECEMBER 21,
1887.COUNTY OF RIVERSIDE, CALIFORNIA.
BASIS OF BEARING:
THE BASIS OF BEARINGS IS THE CENTERLINE OF EL SOBRANTE ROAD, TAKEN AS
NORTH 88.04'31' WEST PER TRACT NO. 28873, MB 314/63-71.
n�0R3E IMRe]NIA"e
Rhe 3w
SCHULTE lM .. CA=14
ww:91P3612 1
HERS. ENGINEERS SURVEYORS
JNDER THE SUPERVISION OF: RCE No. 52496
2/16/2022
m DATE
SECTION 10, T6S, R5W
LEGEND
PROP.
PROPOSED
D/W
DRIVEWAY
EXIST.
EXISTING
R/W
RIGHT OF WAY
C.L., C/L
CENTERUNE
ST
STREET
T.C.
TOP OF CURB
T.O.P.
TOP OF PIPE
F.L.
FLOW LINE
V.C.
VERTICAL CURVE
F.S.
FINISHED SURFACE
PI
POINT OF INTERSECTION
EP
EDGE OF PAVEMENT
PP
POWER POLE
EX.
EXISTING
PVI
POINT OF VERTICAL INTERSECTION
G.B.
GRADE BREAK
C.B.
CATCH BASIN
MCC
MIDDLE OF CURVE
A.C.
ASPHALTIC CONCRETE
RP
RADIUS POINT
A.B.
AGGREGATE BASE
WV.
WATER VALVE
BCR
BEGIN CURB RETURN
DIRECTION OF FLOW
ECR
END CURB RETURN
STREET NAME SIGN
BVC
BEGIN VERTICAL CURVE
MVC
MIDDLE VERTICAL CURVE
HIE'
PROP. STREET LIGHTS
EVC
END VERTICAL CURVE
(t•
FUTURE STREET LIGHTS
PRC
POINT OF REVERSE CURVE
77777771
COLD PLANE & OVERLAY
POC
POINT OF COMPOUND CURVE
BOUNDARY
PRVC
POINT OF REVERSE VERTICAL CURVE
-'-'-'-
CENTER LINE
(1329.02)
EXISTING ELEVATION
-"'-"'-
CROSS GUTTER FLOW LINE
1479.70
PROPOSED ELEVATION
---_---
FUTURE/EXISITNG IMPROVEMENTS
ET
LEFT
SLOPE 2:1 MAX.
RT
RIGHT
_
TOB
TOP OF BERM
1 - L
EXISTING PAVEMENT
TYP.
TYPICAL
FH
FIRE
FIRE HYDRANT
OVERFLOW
CURB RAMP /
IIIIIII17►U111I[N_'ll11110 K
WATER
ELSINORE VALLEY MUNICIPALWATER DISFRICT
SEWER
ELSINORE VALLEY MUNICIPAL WATER DISTRICT
EIECTRIC
SOUTHERN CAUFORNIA EDISON COMPANY
GAS
SOUTHERN CALIFORNIA GAS COMPANY
TELEPHONE
VERIZON COMMUNICATIONS
CABLET.V.
ADELPHA CABLE
USA
UNDERGROUND SERVICE ALERT
SOILS ENGINEER:
LEIGHTON AND ASSOCIATES, INC
41715 ENTERPRISE CIRCLE N. SUITE 103
TEMECULA, CA. 92879
CONTACT: ROBERT F. RIHA
TEL (951) 296-0530
DEVELOPER
TRI POINTE HOMES
1250 CORONA POINTE COURT, SUITE 600
CORONA, CA 92879
CONTACT: NICK LASHER
E-MAIL Nick. LasherOTn'PointeHomes.carn
SHEET INDEX:
SHEET
NO.
DESCRIPTION
1
TITLE SHEET. INDEX MAP, GENERAL NOTES,
2
CONSTRUCTION NOTES, ESTIMATE OF QUANTITIES,
LEGEND AND TYPICAL STREET SECTIONS
3
RIVERSIDEDRNE STA.I0+OOTOSTA.18+50
4
RNERSIDEDRNE STA.18+50TOSTA.28+50
5
RIVERSIDE DRIVE STA.28+50TOSTA 31+93.80
AND DAWNING COURT STA. 10+00 TO STA. 15+00
6
DAWNING COURT STA. 16+00TO STA. 21+27.09
7
DARNELL DRIVE STA. ICI+CIO TO STA. 17+50
8
DARNELL DRIVE STA 17+50 TO STA. 23+9B.27
9
RISER WAY AND LOGAN RUN COURT
10
HIGHLAND PARK COURT AND DAYLIGHT COURT
11
BOWMOREWAY AND DAYSPRING COURT
12
DREYCOTT WAY
13
LAGUNA AVENUE STA. ICI+CIO TO STA 17+50
14
LAGUNA AVENUE STA.17+50 TO STA 25+98.77
15
CURB RAMPS DETAILS
NCHMARK: TRACT NO. 32585 I.P. No. 210021
CO. BM 12-A-93 DESCRIBED AS FOLLOWS COUNTY OF RIVERSIDE
CALDOT BRASS DISK N SL'Y CURB GRAND 1
NCE OUT 74) AT THE BC OF A CURB TO THE SCHEDULE "An SHT.
1.8- WILY OF TIE END OF THE CURB, 16' HTY STREET IMPROVEMENT PLANS
CHNNUNK FENCE.
V. 1298.5175 NGw29 TITLE SHEET of 15 SHTs.
;ALE: COUNTY
H: AS SHOWN V: FOR: TRI POINTE HOMES FILE NO. 970-W
PAD PROPOSED
LINE WIN
s
LOT 105
S S
SINEW
s.
PAD
LINE
L.
LOTS
91 m
I
�l
M
ki
TY 1zY
PROPOSED AD
PAVEMENT
`-ROIKH GRADE SECTION
r cum TYPICAL SECTION
COLLECTOR STREET
SID. NO 103
SOUTHERLY PORTION OF LAGUNA AVENUE
STATION *3023 TO 15}2450
PREUMINARY R-VALVE-3D
PROPOSED TI.7D AC- OW. AB-0.79' CL
WW NTA
6S
44'
"ITUME3-
TIEILH PER RV
CO SID Na BU
PAD
LIE VT NW
LOTS
V-14 � �Wn�
� I
I S
SID
` 2%
'JONT UIl1I® PROPOSED
TRENCH PER FIN SIDEWALK
CO.=NaW m
IDe
2X
`PROA7®
TYPICAL SECTION °
MODIFIED COLLECTOR STREET
STD. NO. MA
MIDDLE PORTION OF LAGUNA AVENUE
STATION 2iF245D M 1BN41B.61
A PORTION OF RIVERSIDE DRIVE EAST OF LAGUNA AVENUE
PRELIMINARY R-VALVE 3D
TH7D AC- OW ADON
NTA
w
TYPICAL 8EC1I0N
Mf:OFID COLLECTOR STREET
SM NO.O3A
NORTHERLY PORTION OF LAGUNA AVENUE
STATION 0F39M TO 2&W77
NTA
PRBAR4W R-VAU.EUO
TF7A, A00AW, AB479'
(a) SIDEWALK LOCATION VARIES.
(b) 9 FEET FROM FLOWLINE TO FRONT OF SIDEWALK
(c) 1.5 FEET FROM FLOWLINE TO BASE OF STREET LIGHT.
(SEE STD'S 1000 & 1001)
(O STREET LIGHT FOUNDATION (SEE STANDARD
NO. 1000 OR 1001 FOR RESIDENTIAL AND ARTERIAL
LIGHTING DETAILS).
(e) V FROM FLOW LINE TO BACK OF JOINT UTILITY
TRENCH. ADJUST TRENCH TO AVOID CONFLICTS.
ml
ANDERINO
4R'
saarlro
i
m
VARIES PAVEMENT
MODIFIED STREET
4 1N
DREYCOTFWAY
PFEUMINAFIY <,
AD -ON
emil
PA
[:]EAI.::1
PAD RV
LINE
LOTS
1-9
-?ate
I TMAL.` UIR.NV
LOCAL STREET
SID. NO. 105A
DARNELL DR., DAWNING CT., DAYSPRING CT., DAYLIGHT COURT
HIGHLAND PARK CT., LOGAN RUN CT., RISER WY., AND
A PORTION OF RIVERSIDE DRIVE WEST OF LAGUNA AVENUE
PflB.Ef1ARY R-VAUIE-30
TFBA AO 026, AB-0..W
NTA
PROPC6E) AC
2T�A2 PAVEMENT
Jl--NSTNOOREANDUIRET FFOPO®
O'FgELT-Nil" SIDEWALK
Pam rTYPICAL SECTION
CUB
BOWMORE WAY
FROM LAKEVIEW AVE. TO RIVERSIDE DR.
KTA
PFIELL94ARY R-VALUE-30
TT-5.5, AC-025, AB-0.63'
fi
I iSOUTH SIDE OR WEST SID0' E NORTH SIDE OR EAST SIDE
PARKWAYWIDTH 4.PARKWAI
I VARIES:10'TO21' I NORMAL MIN. I VARIES:I
I SEESHEET2 7' __ B SEE SH
/ _�E- —f i SEE 16,-9.�m..,
CURB WATER PLANS 2'
MAIN j IN SEWER
FIRE HYDRANT. . I • MAIN
(LOCATE FIRE HY- STORM LOW FLOW 16
DRANT IN ACCOR- DRAIN DRAIN IIIDANCE WITH STD. NO.
400 AND STD. NO.701 n�1
TYPICAL SECTION
w Awl
< SECTION [JI 9 �Z ( (In- NOT TO SCALE
(dY
W PARKWAY
t- BACK EDGF
OF JOINT
UTILITY
TRENCH
I
STREET
LIGHT
I
Z
S
PLAN
CD
3
21'PARKWAY 10'-15xPARKWAY
w
r
L
UNDERGROUND UTILITY LOCATION DETAILS
1
PER COUNTY OF RIVERSIDE STANDARD No. 817
o_
MS
>
o
O
U
NOTE:
O
WORK CONTAINED WITHIN THESE PLANS SHALL
Z
~ Gn
NOT COMMENCE UNTIL AN ENCROACHMENT
=O
Q U
PERMIT AND/OR A GRADING PERMIT HAS BEEN
U
�
W Q
iO
DIAL TOLL FREE
G C
1—HOO-227-2VOID
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE
d
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE
AT IFAST 1Y10 DAYS
DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
MD
910712023
REVISED QUANTITIES
o
a o
AFTER COUNTY APPRCVA OR DURING CONSTRUCTION, THE
W
Q
CL Z
BEFORE YOU DMs
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
AR
BY
DATE
K
Q Q
UNDERGROUND SERVICE AVERT liF SlN10EN (Y4iVRNN
AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
REVISIONS
FMI:INRRR
1
lC&G NOTE:
NON-STANDARD STORM DRAIN TO
CENTERUNE OFF -SET IS DONE TO
ACCOMMODATE ALL PROPOSED
L MIN. UTILITIES IN STREET AREA
2.6 MIN. COVER
4 f l9EING
r,ATlpl e4a4rai
NOTES:
1. LOCATION AND DEPTH OF EXISTING AND PROPOSED UTILITIES MUST BE PROVIDED BY
THE SUBDIVIDER, AND SHOWN ON ANY PLANS SUBMITTED TO THE TRANSPORTATION
DEPARTMENT FOR APPROVAL.
2. CHANGES MAY BE PERMITTED BY THE DIRECTOR OF TRANSPORTATION IN CASES OF
CONFLICTING FACILITIES.
3. CONFLICTS BETWEEN UTILITY COMPANY FACILITIES. EXISTING AND PROPOSED, MUST
BE MUTUALLY RESOLVED BY THE UTILITY COMPANIES.
4. ABOVE -GROUND FACILITIES SHALL BE LOCATED BEHIND SIDEWALK
5. FOR OFRTRAN EE INS ALLATIONOIDEWALK ON
ADJ
ACENT TS TREES SHALL BE LOCATED 2 FEET OUTSIDE
:INEER
R(i0F a ION
Lf-Y�Z N. 052496i m
Exp. 12-31-22
`D CIVIL
9rf CY CAL\F
-I- _1 SIDEWALKT` Y...
/��p PROPOSED 1
T
VA1� A P—BE/f BIINL
VAIA
E____
TYPICAL SECTION Ralae® '��®
SIDEWALK TRENCH PER RN
CUB COLLECTOR STREET V CUB CO SR) NO BD
M. NO. T03A
A PORTION OF RIVERSIDE DRIVE BETWEEN
LAGUNA AVENUE AND GRAND AVENUE
STATION 23+85M TO SH9405
PRELIMINARY R-VALL&W SAW-CUTI MN INTO BEING
TH7D AC- OX, AB-0.79' PAYB@Nf
NITS.20O MN 001OU CR
DEEMED I ,
D
E
IN
EN61NG
PAYEIEB 9 A av MR Y
g � Q1I7 MN
n AC SAW= JOW WTAL
N.T.S.
2' MIN. OVERLAY AT
ALL SAWC(TT JOINTS
PROPOSED
R/W
CURB OUTLET W= 2' TRANSITION
OMIT MH AND FRAME 5' TO V-DITCH
W=2; H=1.5'
2!. MAX.
MODIRED CURB OUTLET An 5
SEE CO. STD. 309 FOR ALL OTHER CONSTRUCTION
ADVAWRY NDTE
1� PER SIGNING AND STRIPING PLAN
REMOVED PER STORM DRAIN PLAN
77� IN
1Q CONSTRUCT 0.25- A.C. PAVEMENT WITH SEAL COAT OVER 205,125 SF) I=
3,717
0.67' CLASS 2 AGGREGATE ELSE (CLASS 2) 205 125 SF
5,090
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE I 0 12 191 LF
,
3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401
67,588 S.F.
4 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD N0. 403,
25 EA
CASE A AND PER DETAILS ON SHEET 15
Q5 CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD NO. 308
10 EA.
MODIFIED PER DETAILS ON SHEET 2
Q CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209
6 L.F.
Qi CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO.
- EA.
403, CASE B AND PER DETAILS ON SHEET 15
_ EA,
Qe CONSTRUCT CURB OUTLET (MODIFIED W=10; OPENING=6-) PER COUNTY OF RIVERSIDE STD. 308_
2 EA,
Q9 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE B
8 EA
t0 PROTECT IN PLACE
- EA
11 2' MIN. 5AWCUT & OVERLAY AND JOIN PER DETAIL HEREON
3.190 L.F.
t2 REMOVE EXISTING AC PAVING.
60,950 S.F.
13 ADJUST TO SURFACE
--
14 CONSTRUCT UTILBIES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD NO. 817_
8022 L.F.
15 CONSTRUCT RESIDEN714L DRIVEWAY APPROACH (W=PER PLAN) PER COUNTY OF RIVERSIDE—12,960
SF.
STANDARD NO. 213
16 CONSTRUCT O.J3' A.C. PAVEMENT WITH SEAL CO4T OVER (79193 SF) —
1.916 TONS
0.79' CLASS 2 AGGREGATE BASE (CLASS 2) (79193 SF) —
2,322 C.Y.
1 EXISTING POWER POLE TO BE RELOCATED BY TRACT 32585 DRY UDLTTY CONSULTANT
_
TB RELOCATEAEMOV£ EXISTING FEATURE PER PLAN OR AS DIRECTED IN FIELD
w CONSTRUCT AC DIKE PER RIV. CO. STD. 212.
P91 L.
20 CONSTRUCT DRIVEWAY APPROACH W17H AC BERM PER RN CO STD 206
1
zt REMOVE EXISTING CURB
820 L.F
zz REMOVE EXISTING CROSS GUTTER
190 SF.
REMOVE EXISTING FENCING
Z007 L.F.
®
INSTALL 4- PVC, SCH 40 THROUGH CURB PER. RIV. CO. STD. 310 ( WITH 6-X4- REDUCER)-
I EA.
QQ CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE B
1 EA.
BENCHMARK:
TRACT NO. 32585 I.P. No. 210021
. m OR s E aw '••�••'�
= GA9m1,
s C H U L T Z vaxe:waIDlmn
RN. CO. SM 12-A-9.1 DESCRIBED AS FOLLOWS:
SET CNDOT BRASS DISK IN CURB GRAND
AVENUE (RIE 74) AT THE BC OF A CURB TO TIE
N. 4.8• WLY OF THE 00 OF THE CURB, 16• WLY
COUNTY OF RIVERSIDE
SCHEDULE "A°
STREET IMPROVEMENT PLANS
SHT. 2
OF CHVMINK FENCE
T V. 129B.B17B NGVTz129Bs 75 NOw29
CONSTRUCTION NOTES, ESTMATE OF QUANTITE
LEGM AND TYPICAL STREET SECTIONS
15
OF_SHTS.
NERS ENGINEERS SURVEYORS
JNDER THE SUPERVISION OF: RCE No. 52496
�,,.. ?./i6/2022
114 DATE
FOR: TRI POINTE HOMES
COUNTY
FILE NO. 970-W
SCALE:
H: AS SHOWN V:
M D S
CONSULTING
M D S
C O N S U L T I N G
:4w.`iIIImIl:
M D S
CONSULTING
aIV Mal �ala
M D S
CONSULTING
M D S
CONSULTING
MDS
CONSULTING
M D S
CONSULTING
M D S
CONSULTING
-------- - -- -- ���e� . ME M
RREE
ME
MEENE■■■■■■■_■_ ■■■_■__■_■_■■_■_■_■_■__■_■_■_■__■__■__■__■___■■■■__ ■■__■__■__■_
-- ----- C-O -- ,. , 1 1111 -� ILy���1 EE -_ __-_-__-_-_---_-- ---- LM
-1,E- ---_CC
MMEMO
_ _ _ _
.. ' C- C C ��
�� ah'.
■■■■■® ■■■■■■■■■■_■■■■■■■■■■■■■■■■■■ ■■■■■I.■■■■■■■ 1 �I iiL. -: •..�e.� s.' 00-4'1 1 - C:ME :: MEMO ::::::' :::::::::::� ::::::
...�....ram....Lfol YSPRINGCT
GA
8700
INTER EC
: �... ....... ............... ....■
IN. A-
1 PI
150'VC � >w PI
iDDDD VC'.
PI = 1393.43
o o � a
''+M�------ +q +-
�2 I PI 50365.93 8m r, +`' / CL STREET +m ±m +9 `- +m
0
moo, o' +.V �'
W-41 50, vc o m --- -
�' 1311
DI .12 '" m� �Agi PpnpTrniAl- -
MID
�� L=225.06
I
� O.C. �p mw m ,
6% L=241.05 S G EED = 30 MPH
rL =38.80'OC.
18 19 20 22 23
SEE SHEET 12
DREYCOTT WAY
o +lo /qiw L
o A,� 36
(`v 2 N i� _- Z _
P 23+00 029
Q
5
QP I1 B A a • T2{� j Y rI INTERSECTION_
A \ I ' 23+97.77 DARNELL DRIVE
.6 13+3099.AREYCOTFWAY
5 o
¢ 1 A 137FL2 X 1381.29 � 1N !
�4 s c ( 35 �!
1 3g -�' -
% D YCOTT WAY
SE HEET 12
29
v
- 34
N. F
N " F
wI 29 3
w�l �
w �� I + +
U Ly h I 30
Z
it Ja y g I
> o
O U
NOTE:
U WORK CONTAINED WITHIN THESE PLANS SHALL
z ~ w NOT COMMENCE UNTIL AN ENCROACHMENT
0 U PERMIT AND/OR A GRADING PERMIT HAS BEEN
U DIAL TOLL FREE ISSUED.
THE PRIVATE O a-800-227-2600 FOR ASSURING NTHEEACCURACY ANDER SIGNING EACCEFTABSE SIURYIS ROFPTDHNE IBI
DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
D AT LEnsT TWO DAYS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION. THE
O-cW < a z BEFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
K Q Q UNDERGROUND SERACE ALFNf OF SWINEMN tl1RAd41A AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
33
32 \ DARNELL DRIVE
SEE SHEET 8A
REVISIONS
24
CURVE TABLE
CURVE A`
DELTA
RADIUS
LENGTH
TANGENT
Cl
10.12'16'
300.00'
53.43'
26.79'
C2
7•s3'01'
300.00'
41.28'
20.6T
C3
43*25155'
300.00'
227A1-
119AR
C4
45°4338'
300.00'
239.43'
126.50'
C6
7°5301'
318.00'
43.76'
21.91•
C7
371
282GO'
106.64'
96.80'
CB
924T2D
25.00'
40.34'
HAD
C9
82°4T54'
25,00'
36.13'
22.044
C10
35-M10'
318.00'
196.06'
101.79
Cll
GOWN'
25.00'
39.27'
25.00'
012
101216'
282.00'
50.22'
25.18'
C13
10.12'16'
318.00'
56.64'
28.3D
C14
T5 OV
282.00'
38.80'
19.43
C15
43W55'
31&00'
241.05'
126.65'
C16
450030'
282.00,
225.06'
118.91'
C17
90OW004
25.00'
39,27'
25.001
PROFILE SCALES
74R r-40' HO
vurr. r-a
1Q CONSTRUCT 0.25' A.C. PAVEMENT WITH SELL C04T OVER
0.67' CLASS 2 AGGREGATE BASE (CLASS 2)
QCONSTRUCT TIDE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200
3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401
4 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403,
CASE A AND PER DETAILS ON SHEET 15
O5 CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD NO. 30B
MODIFIED PER DETAILS ON SHEET 2
e CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209
7 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE B
PER DETAILS ON SHEET 15
13 STREET NAME SIGN 11 POST PER STRIPING PLAN
14 CONSTRUCT U77LI77ES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD NO. 817
15 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (W+PER PLAN) PER COUNTY OF RIVERSIDE
STANDARD NO. 213
A-- ---Rr more
E] PER SIGNING AND STRIPING PLAN
LINE TABLE
LINE A`
BEARING
DISTANCE
L1
1452'S23WW
77P5'
12
N SM33' W
31.78,
0
N5Y51'05•IN
136AD
L4
N5T51'05•W
25.OF
L5
452'51'05'W
25.00'
LB
SSY5233•E
31 TB'
�gOFE55/n,.
T Fya
x
No. 052496 m
p 12_31_P2
k` \P*
CIVIL
.
N o a s e
0 H I LTz
1>ao aeamaww
�D
mna.tw meta
vpw:wa25ta13t
RN CO. BN 12-A-93 06CRIBEO AS FOLLONS:
SEf CAl00f BRAS6 DISK IN SLY OURS GRIND
AVENUE (RIE T AT THE BC OF A DAD TO THE
x, a.e• WLr DF THE END OF ME cLeal, IFxTY
OF CHNIUINK FENCE.
EIEV 129'.sns xcw,j51]5 yr 21
PLANNERS ENGINEERS SURVEYORS
P PARED UNDER THE SUPERVISION OF. 2/16/2022
SCALE:
FDWAAU J. LENM
DATE
H: AS SHOWN V:
40' 0 40' 80, 120'
(IN FEET)
TRACT NO. 32585 I.P. No. 210021
COUNTY OF RIVERSIDE
SCHEDULE "A"
STREET IMPROVEMENT PLANS
DARNELL DRIVE
FOR: TRI POINTE HOMES
97D-VV
SHT. 8
OF �5 SHTS.
M D S
CONSULTING
PI=133832
WE
_�®f�+P7Ff�C+il7Gii�iiEEEEEEEEE■e •alaIMMEM
- - - ■■■■ ■ '
IEEE■ I - � - .- _ � ■■■■■■■
e
11
— — E
so MEMO
=MEMO MEN
-
MiLhqmw� Rol
IAIi—ee>�il pi5+'lOW00 HIGHLAND PARK CT
JaPVC
:��■� _ -
1■� ■ . ■■■ - -� ..E.
IEEE■■■ ■■■■A
E__-_--- MEMO ■ M■___ _
EEEEEE MEMO ■EEEE_■
0---ml
MEN
OWN
LT
—
LAGUNA AVENUE
SEE SHEET 14
z_ T416+35.82 _
vl 'c
w
0
to
z
z r
LAGUNA AVENUE
SEE SHEET 13
VI
W U
� U
J /
a
U
a
w a
z
z 3
w w
m
o_
w 0
O U
NOTE:
U WORK CONTAINED WITHIN THESE PLANS SHALL
z r Ui NOT COMMENCE UNTIL AN ENCROACHMENT
=O U PERMIT AND/OR A GRADING PERMIT HAS BEEN
0 r DIAL To
FRnEEE ISSUED.
L] O 1—800-227-2600 FOR ASSUMINHE PRIVATE G�THEEER ACCURACY AND ACCEPTABIUTYESE PLANS IS RESPONS
OFF THE
DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING
2 O! " AT T TWO DAYS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION• THE
W Q DEC Z EFORE YOU DIG PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINR
w 0- z UNDERGROUND SETMCE ALERT OF SDI/IIiR1 OAUi'ONAA AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
Lj
HIGHLAND PARK
SEE SHEET 10
1
14
EX. SURFACE@
CL STREET
PI 130355
PI=1303.11
O.C.
cel+
m
+m
PR
LT
TANR=
IX.S
CL
IX. SURFACE(II) 5D
GL STREET
P1=
— PROP TC Cv118' +
®1
IV
12.
SEE RIGHT
MATCH LINE 10+80.00
O TB%
10 CONSTRUCT 0.25' A.C. PAVEMENT WITH SEAL COAT OVER
0.67' CLASS 2 AGGREGATE 84SE (CLASS 2)
z CONSTRUCT TRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD O. 200
RISER WAY 4 CONCONSTRUCT ACCESSIBLE WALK URBCOUNTY
RAMPOPER COUNTY ORIVERSIDE F RIV RIVERSIDE STANDARD NOD NO. 400 AND . 403,
CASE A AND PER DETAILS ON SHEET 15
5O CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD O. 308
MODIFIED PER DETAILS ON SHEET 2, W 2'
8 CONSTRUCT CROSS —GUTTER PER COUNTY OF RIVERSIDE STANDARD NO.209
7 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403,
CASE B MODIFIED AND PER DEFAILS ON SHEET 15
ADY NOTE 9 CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD O. 311, CASE B
14 PER SIGNING AND STRIPING PLAN CONSTRUCT UTILITIES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD N0. 817
1�
O'c
17
ul
LINE TABLE
ME #
BEARING
DISTANCE
L3
N52°535TW
89.55'
L6
N9M3'S1"E
40.99'
L]
Rfi3W 1'45"E
3625'
CURVE TABLE
CURVE#
DELTA
I RADIUS
LENGTH
TANGENT
C1
9110103•
25.00'
39.28
25.01'
C2
IIVSI P
25.00'
39.2G
24.99
0
AV5931'
25,00
39.2T
25.011
C4
90°0090"
25.0a
39.2T
25.00
C5
90°0ana'
SLOW
W.&
51011
C6
9a000P
3501Y
54.w
35.Oa
C]
11V 36°
5GOa
106.09'
ARM
C6
tfi IWI
110.00'
31.38
15.79
C9
26°3629'
110.00'
SLOB'
26.01'
C10
1T3T22
38.09
141.02'
1ZLIKI
C11
1ff2Ma'
110.02'
19.98'
10.02
TC @ LT
w�
M
___
050%
0.84%
C.
PROP TO @ RT
I
LOGAN RUN COURT
e�
mmo�I
LT
- 4R ]1
PROFILE SCALES
HOM r-W
NeTD re'
40' 0 40' SO' 120,
(IN FEET)
SQL -
ENGINEER
QpOFESS/p
t..M
W m
1, No. 05zas6 m
W
� Exp. 12-31-22 �
CIVIL 3*
Or GL4F
tlaM R"Ma AvxNe
0SE WWa59
RRN.
CAM14
c N a L r:
Mf$
BENCHMARK:
CO.BX 12-A-93 DESCRIBEDas FOILows:
SET MOT 9✓A55 DISK W SL'Y CURB GRAND
AVENUE (RTE 74) AT THE BE OF A CURB TO ME
N. 4.8' nY OF THE END OF THE CURB, 16' N'LY
OF CHNNUNK FENCE
BLEW 129Asn5 Naw49
TRACT NO. 32585 I.P. No. 210021
COUNTY OF RIVERSIDE
SCHEDULE "A"
STREET IMPROVEMENT PLANS
RISER WAY AND
SIFT.9
15
OF_SHTS.
PLANNERS ENGINEERS SURVEYORS
P PARED UNDER THE SUPERVISION OF: RCE No. 52496
2/i6/2022
d. LEMH DATE
FOR: TRI POINTE HOMES
UTY
FI�ENNO. 970-VV
E
REVISIONS
APPR
DATE
SCALE:
H: AS SHOWN V:
COUNTYmwARD
I:\89488\ENGINEENNG\Plans\Street\89488—SIP-09.dwg 2/16/22
0
M D S
CONSULTING
M D S
CONSULTING
p
1440
N
CL `B$/
M20
+e
1610%)\
NC=— __ _EX. GROUND @
OIL STREET AWIM&Wlit"I 0 01 _1=1011 ala -M LE
I
_ _ ■■
Mill
19
_ - V
oil
on- ,
1 1 ■__=a _ _ �'.. ■■IMEME■■■■ ■■■ MOMMM • =
as OMM
====M_ - ��_ _-_--_ \ _ =� a ===== _gym0 0 00
Tor
AGBERM OEM EEO
MEN
... MIN aaa= =a a�
_ a _�a _ _ _ a_e_e_ ■e_e_e_a_e_e_a_■ �� - C® ■��1=� �0 ■■ ®S� _ - - �l�J■ ^ ■'_
ee ease ` see ■sasses—■ •� _ �_ ■■ _ - _ ■■
iaaa aaaa® @w •®�aa �a�aaaa®� a_ �������
DARNELL DRIVE
SEE SHEET 8 KINGSWAY DRIVE
I j ((EXISTING)
II I
'6+ DREYCOT
+'F , _ IONGSWA'
Y � •'�4)LKJ i
I
II
I
,
o
\'...:'••3a oo NrX.CB��2j 1
EX Rr,i
G � C2 S.Tr E--
$/
l PROP. 9"$EPROP 8"WATRRIVER
1L312 1._%S 16 FS 517
-EI(ISTING AC BERM i
11 \�'ULF
- *--- --
0
a
z
r
o
n
a
�
}
�p
z
W
O
V
�
mJ
U
J
a
w
4
z
F
z
3
w
w
U
0
Q
LINE TABLE
LINE w
BEAMNB
DISTANCE
11
N3NOMTE
17.18'
U
N3740MTE
742.0/'
u
N3r[)7 E
55.62'
L4
N3NOT E
633.04'
0
N6VS(KWE
34.01,
CURVE TABLE
CURVE w
DELTA
RADIUS
IENGTH
TANGENT
c1
SMIRK.
u.Da
3s.27'
u.00.
C2
90•090'
25.00,
39.2v
mw
C3
92-5815•
25.00
40.5T
26.33'
Ul
�
>
O
J
a
o
U
O
O
QU
o a-800-227-2600
DIAL TOLL FREE
0
¢
° AT IEASf TETO DAYS
w
<
a z
BEFORE You DIG
M
Q Q
UNDERGROUND SERVICE ALERT OF SMA ERN CALFORtM
?� "'4yi�'' I •.0 /
e_87 00
BCR a �P 13+73.00 � ,1 2'LDT UI
ECR
I+ Z �, +f�C 23+5077
FCFI
�R
7', 2
DARNELL DRIVE
SEE SHEET 8
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
DREYCOTT WAY
REVISIONS
DESIGN SPEED = 30 MPH
0
WESTLYNN DRIVE
(EXISTING)
18+90.00 DREYCOTT WAY rz„
+ XWEESTLYNN DRIVE N'
I
G8G
d
21+63 P4
+
1
LAGUNA AVENUE
(EXISTING)
J
yc%n �'N.•J"�"�'-cTRACT BOUNDARY
r
W
RW 23 13N
9A--ri
RT
PROFILE SCALES
HOR¢ r-4a
VEFIT. r-F
L'dHBfl;N�7K�V
11K)TE&
I-AGUNA AVENUE
SEE SHEET 14
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200
ADVOMY NO
3
4
QS
CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401
CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 40J
CASE A AND PER DETAILS ON SHEET 15
CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD NO. 308
MODIFIED PER DETAILS ON SHEET 2
16 CONSTRUCT 0.25' A.C. PAVEMENT WON SEAL COAT OVER 1� PER SIGNING AND STRIPING PLAN
0.67' CLASS 2 AGGREGATE BASE (CLASS 2)
1T EXISRNG POWER POLE TO BE RELOCATED BY TRACT 32585 DRY UT/UTY CONSULTANT ❑2 REMOVED PER STORM DRAIN PLAN
11 RELOCATE/REMOVE EXISTING FEATURE PER PLAN OR AS DIRECTED IN FIELD ❑3 PER STORM DRAIN PLAN
QT
Q
CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO.
403. CASE B AND PER DETAILS ON SHEET 15
CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD NO. 300 (W&V PER PLAN)
19 CONSTRUCT AC BERM PER COUNTY OF RIVERSIDE STD. 212.
D CONSTRUCT DRIVEWAY APPROACH WTTH AC BERM PER RIV CO STD
REMOVE EXIS77NO CURB
206
Q
GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. J11, CASE B
1 REMOVE EXISRNG GUTTER
10
PROTECT IN PLACE
® REMOVE EXISRNG FENCING
17
2' MIN. SAWCUT & OVERLAY AND JOIN PER DETAIL ON SHEET 2
oelo
1
REMOVE EXISTING AC PAVING.
73
ADJUST TO SURFACE.
zx
14
CONSTRUCT U77LI17ES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD NO. 817
40'
0 40' 80' 120'
15
CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (W=PER PLAN) PER COUNTY OF RIVERSIDE
STANDARD NO. 213
(IN FEET)
GFE85/p
kq[
a /.SEr
p"CH
fy� y�,
wGINE OOF
zN,
. MOft8E
ULT2
1]]M R°]Nl Awns
aIN 3E0
BENCHMARK:
RN. W. BN 12-A-93 DESCRIBED AS FOLLOWS:
CNllOT BRASS DISK IN BUY CURB GRAND
AMUE (RIE 74) AT THE BC OF A CURB TO THE
4.8• WTY OF THE END OF THE CURB, 16' WLY
TRACT NO.32585 I.P. No.210021
COUNTY OF RIVERSIDE
SCHEDULE °A"
STREET IMPROVEMENT PLANS
SHT.
.05P1-
12-31-22 *a
DEv: 12sas17s Ncw29DREYCOTT
WAY
15
OF_SHTS.
PLANNERS ENGINEERS SURVEYORS
CIVIL �Q
P PARED UNDER THE SUPERVISION OF:
RCE No. 52496APPR
9� CADTF
ERM0 J. LEWH
211&�2022
DATE
FOR: TRI POINTE
HOMES
FILE COUNTY 97O-W
DATE
SCALE:
H: AS SHOWN V.
rnN
NTY
M D S
CONSULTING
ac. I „I O.C.
051%
YiMEi=iiiiiiiMeoiii®Mi6®iiiiFeii9iiW■
SURFACE@
CL STREET o PROP TC @ 29,
+ p / LT
tI ■ ■_■■C ■100 MEN
■C===_=_m�M
C■®■ ■=====■ NOON ____=',
EHHENmM
MEN
100100
fill
rm WRE
bL
_ ====_3■ NOON �____
-RT
ST TC @ 18NOON■■ ■■■ NOON■ NOON■■ NOON■•■ NOON■ ■■■■I
__ _ NOON■■ ■■■ NOON NOON■■ ■■■■■■■ NOON■ NOON■■
mm
■ �� MEME■■■ NOON■■■ !E!EMENNEEME■I
'' _ ■ ■■■■■■■■■E ■■_■■■ ■EM■■■I
MEN
101
EXIST TOP BEENEEM
!__! !IMMENSE ■____ ___!!1
1 �______ ____ ME
!_! __=__! _!■■!■! !!! !!!!MEN __=_===_ l==== ====ll
@_■ ■__! ■_____ NOON■■ ■■@■!@!■■ OOS:N
i■■ ■■■_ _______ NOON■ ■■■ ■■■ CURB
II■■■■■ ■ .-
NOON ■■■■� ■■ LNO MEN
ONES NOON ■■ ___
X SP• n
a
1 B
RWa* 3
RIVERSIDE
SEE SHEET 4
I � A�{{I�;�'1DDII11I ,,,,� II Ij
L '' '-1.1
w O 2 -
ZFA
Os ts\_-cz 6 1
+
O Z
0 U, I �
Ws
� y m m
z za LU ~ I $ m U
A
Ell
W
0
U
GO
U
0-
a
a
w
z
z
3
w
Fw
2
z
0
<
J
a
w
0
'o
$
B000
O
GU
�t
o
0
DIAAL TOLL FREE
1-800-227-2600
0
IY
a
AT LEAST TWO DAYS
w
a
a z
_
BEFORE YOU DIG
Q 4
UNDERGROUND SERVICE HEAT OF SOUINERN CALFURNA
RIVERSIDE
SEE SHEET 4
DREYCOTT WAY
SEE SHEET 12
n M _
t
°s 18' 15
10TLINE
n z3 TR. BNDY o B 2 1 1 - 3 Al. 4
4 .
K L _. tags sB - . �-IX 1B'WAIER 13F54e 1 1— tD _ — - Do- 11 S5205TI
.— — _— _-- -- -- 0I6
-' y g' ]6 0 _ —
10 - t0 CREW to RETAINING 10 m CB. �INT.
.. .. `WALL �.. _ -.. '- _ _ 4 - r EX CB 10 n 25+99.16 LAGUNA AVENUE
21.6s 04 DREYCOTT AAY
TNT.
s-
rs2 l if �Ilmr„,..
23+05. EVE 1�SIDDR I
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
LAGUNA AVENUE
REVISION
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
31
102631'
3001
M.0
27.50
C2
1P2B31'
300.OD
M.W
27.5W
C3
v13•w
III
92.24•
46AT•
C4
G'12481
BEROD
92.2
46.13
G6
0.1248'
81
92.187
MAX
CURVE TABLE
CURVE#
DELTA
RADIUS
LENGTH
TANGENT
C6
9251'1W
25.00
401
26.2R
C7
91
25.00'
39.20
25.01'
C0
1"
25.00'
3928
24.9W
w
91'
25.00'
392r
25.0B
CIO
01
Z.OW
39.01'
24.71
SNEER RSy0F E55/pn,.
N W Z C
No. 052496 m
�* Exp. 12-31-22
CIVIL �P
9 OF CALIF
LINE TABLE
LINE#
BEARING
DISTANCE
L1
N5r 524WW
2M EL
U
NI 524WW
07.76
CON57RUCT TIP£ A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200
3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400 AND 401
a CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403
CASE A AND PER DETAILS ON SHEET 15
0 CONSTRUCT PARKWAY CURB OUTLET PER COUNTY OF RIVERSIDE STANDARD NO. 308
MODIFIED PER DETAILS ON SHEET 2
Qe CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209
Q7 CONSTRUCT ACCESSIBLE CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO.
40J, CASE B AND PER DETAILS ON SHEET 15
O CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE STANDARD NO. 300 (WRV PER PLAN)
GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STANDARD NO. 311, CASE B
10 PROTECT IN PUCE
11 2' MIN. SAWCUT & OVERLAY AND JOIN PER DETAIL ON SHEET 2
tott REMOVE EXISTING AC PAWNG.
13 ADJUST TO SURFACE.
to CONSTRUCT UTILITIES TRENCH (ONE SIDE) PER COUNTY OF RIVERSIDE STANDARD AD 817
1' 13 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH (W=PER PLAN) PER COUNTY OF RIVERSIDE
_ 4 STANDARD NO. 213
18 CONSTRUCT 0.33' A.C. PAVEMENT WITH SEAL COAT OVER
0.79' CLASS 2 AGGREGATE BASE (CLASS 2)
EXISNG WER 0LE TO BE RELOCATED BY TRACT 32585 DRY UTILITY CONSULTANT
t0 RELOCA7aEMOVE EXISTING FEATURE PER PLAN OR AS DIRECTED IN F7L1D
x 19 CONSTRUCT AC BERM PER COUNTY OF RIVERSIDE SID. 212.
20 CONSTRUCT DRIVEWAY APPROACH WITH AC BERM PER RIV CO STD 206
2I REMOVE EXISTING CURB
2 REMOVE EXISTING CROSS GUTTER
23 REMOVE EXISTING FENCING
IDVI"y A
1� PER SIGNING AND STRIPING PLAN
�2 PER STORM DRAIN PLAN
40' 0 40' 80, 120'
(IN FEET)
TRACT NO.32585 I.P. No. 210021
. MORSE eWm - -"
RM. CO. BM 12-A-93 DESCRIBED AS FOLLOWS:
COUNTY OF RIVERSIDE
tnm,aemu
Bc xu�r:
SET CAIDDI BRASS DISK IN SLY CURB GRAND
SCHEDULE
sHT. 14
veimwctsfaAt
AT ENE BC OF A CURB TO THE
EN
F
N. 4.S W'LY OF ME ENO OF ME CURB. 16' N'LY
N. LEV WILY
STREET IMPROVEMENT PLANS
DF C...... K FTNCE.
EIEv 1291 175 RM29
LAG" AVERE
STA. 14400 TO STA. 25+N.77
GF �� $HT$.
INERS ENGINEERS SURVEYORS
I
UNDER THE SUPERVISION OF: RCE No. 52496
2/16/2022
COUNTY
SCALE:
FOR: TRI POINTE HOMES FILE No. 970-W
x1x DATE
H: AS SHOWN V:
CURB RAMP
4 MODIFIED CURB RAMP CASE A
PER CO. STD. NO. 403
(NITS)
<
I
w
y 1.:
IJ
Z
F
RhERSlO£ OR. k
UGUAN AVE J35.25 4.:
z
3
w
w
F
U
0�
m
a
w
f
0
0
z
0v
O
Nw
O
¢U
o�
DIAL TOLL FREE
1-800-227-2600
0
f
0 c-
° AT LEAST TWO DAYS
w
<
a z
BEFORE YOU DIG
K
Q Q
UlDEACRWND SERVICE ALERT OF SOUTHERN CAUPORNIA
m
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PVJJS IS RESPONSIBLE
FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE
DESIGN HEREON. IN ME DEW OF DISCREPANCIES ARISING
AFTER COUNTY APPROVAL OR DURING CON5IRUCHON, THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING
AN ACCEPTABLE SOLU110N AND REVISING THE PWRS FOR
APPROVAL BY THE COUNTY.
6' WIDE
SIDEWALK \ N I J
STREET NAME
Kim, LAB
8 FI �4"MIN. CONCRETE
_ _ RETAINING CURB
J ET R/W 4 FT
g 5'
TEE RAMP
O%M-on IFIED CURB RAMP CASE B
PER CO. STD. NO. 403
(NTS)
REVISIONS
4.B• M
r7R
gpWMORE
CURB RAMP B DETAIL
NTS
Q TEE RAMP TABLE
SnPEer
RauP
10
1
M
14
12
It
IA
£L J(JCBJCJ(dJ(£J(L)(III(L)t
%
EL
X
£L.
Q.
X
£L.
(�(%I(LICLICMJO(I(EL)(J)(FTJCFTICJII(I(Y/NJ
f1
EL
X
£L
X
X
RIVERSIDE OR &.
BOWWORE W/
T1
3B4.60
4.50
384.42
1.50
384.51
386.42
3B6.51
15.00
i307
384.556
500
I.50
3B4.3B
3B4.47
384.97
6.00
317
J84.78
J84. i9
6.00
6.00
1.50
1.50
J00
N
Q4RN£TL '
J8291
4.50
3827J
1.50
38764
382.54
J82.63
500
300
382609
5.00
7.50
3877
362.6E
38J. 18
15
14.27
38500
J84.9/
6.00
6.00
1.50
1.50
J00
NDArPRING
CTUGUN4
AVE
RISER WAY
338.22
450
J38.04
1.50
3M..13
J ..49
3M..58
7.00
6.71
338.111
500/.50JJ8.05J38.14
338.64
8.00
675
J38.68
J ..59
6.60
6.00
1.50
1.50
J00
N
HIGHUNO PARK
RISER WAY
315.07
4.50
J14.89
1.50
315.02
316.54
316.63
15.00
10.40
315.023
500
1.50
J74.85
J74.94
J7544
5.00
1.40
315.01
J/4.92
6.00
6.00
1.50
1.50
J00
N
SEE SHEET 15A
. NORSE 1i32°RbHllAwnm
O,M sso
Irvine,U9ffiU
BCXU LTL ValmS VR4S31
NNE.RS ENGINEERS SURVEYORS
UNDER THE SUPERVISION OF: RCE No. 52496
2/i6/2022
u DATE
NCHMARK: TRACT NO. 32585 I.P. No. 210021
CO. EM 12-A-93 DESCRIED AS FGILGRS: COUNTY OF RIVERSIDE
ULM BRASS DISK IN SLY CURB CRAND 15
RUE (RR 74) AT THE BC OF A CURB TO II E SCHEDULE "A" SHT._
4.6• WILY OF THE END OF THE CURB, 16• NTY STREET IMPROVEMENT PLANS
CWINUNK FENCE. ry�p p���
M 12M5175 NGW29 M{IF� FlI�1�rV OF 15 SHTS.
FILENNO. 970-W
;ALE: „ 11 FOR: TRI POINTE HOMES
CURB &
N
a
x
z
z
F
O
N
4
0
N�
Z
z
w
0
U
�
w
Q
U
a
w
C5
F
Z
w
w
F
U
CURB RAMP
4 MODIFIED CURB RAMP CASE A
PER CO. STD. NO. 403
(NTS)
I
6' WIDE
SIDEWALK
STREET NAME
RAMP
ail
H 8 F7 \'M �4"MIN. CONCRETE
_ _ RETAINING CURB
3 FT R/W 4 fT
7.40 5'
TEE RAMP
MODIFIED CURB RAMP CASE B
PER CO. STD. NO. 403
(NTS)
STREET INT
P
(EQ
(X)
(EL)
lam)
�X)
(EL)
(FT)
�X)
(EL)
(EL)
(FT)
�X)
(EL)
(EL)
�X)
(EL)
(EL)
lFT)
�X)
(EL,
(X)
(EL,
l
(X)
(EL)
l�
(X)
(EL,
l
?X)
(EL)
RM1ERSIVE OR R
A
384.85
4.50
38503
7.83
7.28
38560
4.00
1.50
38566
38569
4.00
1.50
38563
38563
1.50
38557
38565
7.12'
8.29
38506
1.50
38500
15.89
9.57
386.52
15.00
573
386.55
15.0
10.47
387.10
80WMORE Wr.
B
SEE DETAR HEREON
C
360.88
4.00
361.04
8.39
7.50
361.67
4.0'
1.50
361.7J
361.76
4.0'
1.50
361.70
J61.70
1.50
361.64
J62.16
11.50
9.48
J61.07
1.50
361.01
10.00
290
J61.JO
12.27
7.09
J62.63
12.26
2.69
J61.37
RIVERSIDE DR &
DI
358.60
0.50
358.61
8.39
536
359.07
4.0'
1.50
359. IJ
359.16
4.0'
1.50
359. 10
359. 10
1.50
359.04
360.24
17.64
9.01
J58.65
1.50
358.59
17.63
4.14
J57.86
15.00
9.07
J60.51
1500
9.07
Z7.74
D RNELL DR.
E
358.59
0.50
358.61
8.89
4.95
359.05
4.0'
1.50
359.14
359.08
4.0'
1.50
359.14
359.02
1.50
J59.08
J57.86
17.63
4.08
J58.58
1.50
JNL64
17.63
8.96
J60.11
1500
9.06
J57.71
1500
9.06
J60.50
F
360.88
4.00
361.04
8.39
7.50
361.67
4.0'
1.50
361.7J
361.70
4.0'
1.50
361.76
361.64
1.50
J61.70
361.29
10.00
2.80
361.01
1.50
J61.07
11.50
9.48
362J6
12.26
2.85
J61.J5
12.27
7.09
36263
G
347.67
4.50
34785
8.39
6.44
348.39
4.0'
1.50
348.45
348.48
4.0'
1.50
348.42
J48.41
1.50
J48.J6
J48.46
6.5
8.92
J47.88
1.50
J47.81
6.50
6.62
J48.15
12.26
1.79
J48.70
12.26
1.75
M..21
RAERS/DE DR &
I'I
346.51
1.00
346.55
8.39
6.20
347.07
4.0'
1.50
347.1J
347.16
4.0'
1.50
34710
J4710
1.50
34704
347.41
9.00
9.22
J46.58
1.50
J46.51
782
2.56
J46.71
12.26
4.60
J47.71
12.27
4.65
J46.53
DAWNING CT
I
34764
1.00
34760
8.89
720
348.24
4.0'
1.50
348.30
346..27
4.0'
1.50
348.33
348.21
1.50
J48.17
J47.92
7.82
4.48
J47.57
1.50
J47.63
7.82
9.34
J48.J6
12.76
2.90
J4Z90
12.77
2.90
J48.70
346.54
0.50
346.51
8.89
5.51
347.01
4.0'
1.50
347.07
34704
4.0'
1.50
34710
J46.98
1.50
34704
346.71
782
2.81
346.49
1.50
J46.55
9.00
8.56
J47,12
12.77
4.03
J46.53
12.76
4.08
J47.61
RAERS'/DE DR &
K
336.33
4.50
336.51
8.75
7.31
337.15
4.0'
1.50
337.21
33Z24
4.0'
1.50
337.18
337.18
1.50
J37.11
33791
14.50
9.45
336.54
1.50
J36.48
6.00
300
J36.66
15.00
7.53
J38.J7
id 16
6.46
J36J5
LACUNA AYE
L
336.83
4.50
337.01
8.75
6.66
337.61
4.0'
1.50
337.67
33Z64
4.0'
1.50
337.70
337.58
1.50
33Z64
J37.JO
782
4.09
J36.98
1.50
33ZO4
10.00
9.50
33799
id 15
2.51
33731
12.14
6.59
J38.50
N
379.01
0.25
379.OJ
8.62
1.97
379.10
4.0'
1.50
379.16
379.13
4.0'
1.50
379.29
J79.17
1.50
J79.13
J78.63
8.09
4.57
J79.00
1.50
J79.06
16..18
9.85
J80.85
15.00
10.73
J77.61
12.45
7.15
J80. 18
a4rsmAfG CT
O
382.60
4.50
382.78
7.75
7.35
383.35
4.0'
1.50
38341
383.38
4.0'
1.50
38844
38332
1.50
J83.38
J82.92
Z03
242
J82.75
1.50
382.81
16.06
11.21
384.61
11.71
367
J82.95
15.00
11. IJ
385. 11
DREYCOTT WY &
P
40371
4.50
403.53
8.75
Z43
404.18
4.0'
1.50
404.24
404.21
4.0'
1.50
404.27
404.15
1.50
404.21
402.72
Z82
9.97
403.50
1.50
403.56
17.63
19.80
407.05
15.00
17.20
401.63
15.00
22.73
4OZ68
DRNELL DR.
Q
396.98
4.50
396.80
8.75
1.03
396.89
4.0'
1.00
396.9J
396.90
4.0,
1.50
396.96
J96.86
1.50
J96.91
396.31
Z82
588
J96.77
1.50
J96.83
10.00
8.80
39771
1500
1553
J94.57
11.71
6.23
397.69
OFEYC07T &
LAGUNI AYE
R
318.70
4.50
318.51
9.72
741
329.24
4.0'
1.50
319.30
319.17
4.0'
1.50
319.33
329.21
1.50
319.17
318.76
8. 13
332
328.49
1.50
318.55
1350
9.41
319.81
14.01
321
318.81
1303
7.37
330.29
RISE? WY &
S
J37.60
4.50
337.41
8.75
4.91
337.85
4.0'
1.50
337.91
33Z94
4.0'
1.50
337.88
337.88
1.50
J37.81
J38. 15
782
8.95
J37.45
1.50
33739
6.00
317
J37.58
id 16
2.51
J38.17
12.15
7.00
J37.03
L4GUN4 AVE
T
33784
4.50
337.66
8.75
d54
33797
4.0'
1.50
338.0J
338.00
4.0'
1.50
338.06
33Z94
1.50
J38.00
J37.76
6.00
2.17
J37.63
1.50
33769
9.00
9.11
338.51
12.15
7.00
J37.15
1316
5.09
J38.73
RISER WY &'
U
318.01
4.59
318.10
8.39
Z59
318.83
4.0'
1.50
318.69
318.92
4.0'
1.50
318.86
J18.86
1.50
J18.80
319.94
1764
9.69
J18.13
1.50
J18.17
7.82
269
J18.J8
15.00
9.J3
J20.J2
12.26
3.67
318.41
HIGHLAND FAR"
V
315.21
0.50
3151J
8.39
4.52
315.61
4.0'
1.50
31567
31570
4.0'
1.50
315.64
315.64
1.50
J1558
J16.9717.64
9.69
J1516
1.50
J1510
17.63
5.28
J14.17
15.00
10.33
J17.15
15.00
10.20
314. 11
LACUNA AYE &
n
339.85
1.00
339.81
8.2
66.78
340.37
4.0'
1.50
340.4J
340.45
4.0'
1.00
340.41
NO..39
1.00
J40.J5
J40.41
Z82
7.54
J39.83
1.00
339.79
7.82
5.50
J40.11
11.66
1.50
J40.61
12.64
1.42
J40.23
D4YUGM CT
Y
33915
1.50
339. 19
8.75
560
339.68
4.0'
1.50
339.74
339.71
4.0'
1.50
339.77
339.65
1.50
339.71
J39.45
Z82
371
J39.16
1.50
J39.11
7.82
8.82
339.91
1316
334
J39.17
12.15
3d7
J40. 18
RAERSYDE OR &
LACUNA AYE
Z
33515
4.50
33507
9.02
366
33540
4.0'
1.50
33546
33543
4.0'
1.50
33549
335J7
1.50
J3543
33521
500
340
33504
1.50
J3510
10.00
9.40
336.04
12.97
6.86
1 334.54
12.97
6.86
J36.J8
a
N J
a
w 0
0O S OU
U O
O m Qw M AM
�\ DIAL TOLL FREE
�I 1-800-227-2600
AT (FAST TWO DAYS
w m a z ' -- BEFORE YOU DIG
X 4 G UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT HAS BEEN
ISSUED.
REVISIONS
LADING SILL
9X
Swim A=A'
10' PARKWAY
6' &DEWALK
I
8E07I0W 8=5'
V CF
6^CF
BOWMORE
4 CURB RAMP B DETAIL
NTS
Q7 TEE RAMP TABLE
STREET
RAMP
�X%
�X�
�X)
�X)
N�)
(EL)
(X�
(EL)
(EL)
(EL)
DEL)
iFO
(EL)
(EL)
(EL)
iFO
�X�
(EL)
(EL)
(EL)
(FO
(EL)
(EL)
iFO
iFO
�X�
(�
RIVERSIDE OR &.I384,60
80WMORE WY.DARNELL
4.50
384.42
1.50
384.51
386.42
386.51
15.00
1807
384.55
385.05
384.46
5.00
1.50
384.38
384.47
384.97
6.00
317
384.28
384.19
6.00
6.00
1.50
1.50
300
N
DRIVE
P IN T
38291
4.50
382.73
1.50
382.64
382.54
382.63
5.00
.i00
382.60
38310
382.69
5.00
1.50
382.77
382.68
383.18
15
14.27
385.00
384.91
6.00
6.00
1.50
1.50
300
N
LAGUNA AYE
RISER WAY
338.21
4.50
338.04
1.50
338.13
338.49
338.58
ZOO
6.71
3T&11
33B.61
338.02
5.00
1.50
338.05
338.14
338.64
&DO
6.75
338.68
338.59
6.00
6.00
1.50
1.50
300
N
HIGHLAND PARK31507
RISER WAY
4.50
314.89
1.50
31502
316.54
316.63
15.00
10.40
31502
31552
3/4.93
5.00
1.50
314.&5
314.94
31544
5.00
1.40
31501
314.92
6.00
6.00
1.50
1.50
3.00
N
:INEER
Q(i0f ESS/p�
O
y��93�0 � LfyiFZ%
No. 52496 m
*s CIVIL .*
9lf cr CAL\,
5 PETERS CANYON ROAD BENCHMARK:
. SUITE 306
IRvwE, CA 926W RV. CO. BN 12-A-93 DESCRIBED AS PILLOWS:
(�91 u1aazt SET C&DOT BRAGS USK IN S-" CURB CR41D
AVENUE (RTE 74) AT WE BC OF A CURB TO RIE
VVWW.MDSCONSULRNG.NET N, AS' W'LY OF THE END OF THE CUM, 16' NTY
OF CHNNUNK FENCE
INERS ENGINEERS SURVEYORS
EIEV: 1299.5175 NGVD29
UNDER THE SUPERVISION OF: RCE No. 52496
9/07/2023 SCALE:
r► D xM ATE H: AS SHOWN V:
TRACT NO. 32585 I.P. No. 210021
COUNTY OF RIVERSIDE
SCHEDULE "A" SHT.15A
STREET IMPROVEMENT PLANS
CURB RAMPS DETAILS of 15 SHTS.
�IEimgo] lena:T.r„IVI
970-VV
N