964f_spp (2)IN THE COUNTY OF RNfRSIDE, STATE OF CAUFORNA STREET CONSTRUCTION NOTES QN UNITS
GENERAL NOTES:
0 CONSTRUCT 0.25' AC OVER .... . ....................... 1,613 TON
,STREET IMPROVEMENT PLANS 0.50' AB (CUSS 2) � ........ ..... 1,660 CY 1. IT SMALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE
LEGEND
8cR
BEGIN CURB RETURN
ECR
END CURB RETURN
L T.
LEFT
RT.
RIGHT
CL
CENTERUME
rC
TOP OF CURB
FL
FLOW LINE
EP
EDGE OF PAVEMENT
PC C.
PORTLANO CEMENT CONCRETE
0--0
L T. STD. EX ST. L16WT
W. v
EX. WA TER VALVE
o MH
EX. MAN HOLE
-x-
PROP. CHAINLINK FENCE 7
PROP. BLOCK WALL l
DIRECTION OF FLOW
-
EX. CHAIN LINK FENCE
S/W
SIDEWALK
00
L T. STD. PROP. ST. LIGHT
VC
I
VERTICAL CURVE
PI
POINT OF INTERSECTION
C.B.
C4 TCH BASIN
1/, rl. EXISTING EDGE OF PAVEMENT
A.C.
ASPHALTIC CONCRETE
F. H.
FIRE HYDRANT
H.O.A.
HONE OWNERS ASSOCIATION r
0
STREET TREES
SECTION 1, T. 5S, R. 6V
Li
Ll
SITE
0
MENES YCAMORE �2 �� aY
CREE �� 15 c}-� � �
WERNER �
MINES VICINITY MAP
T.
"4�
TO
J0
36
T
�F
FA I
_ r _
NOT A PART OF PLANS
200 :1 200 400 600
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uj
SCALE- 1 ' = 200'
z
I?W CC
56'
o 10'
cs 5'
w°
VIA ■
2. DOS 14fAX
2- 00 2.07 2. OD MAX
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_
Q-
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6
3/8" ASPHALT 3/8" ASPHAL
T
LIP UP
ROCKSTON
DR, BELLROSE CT, ACADIA OR, & BRANCH CT
V
NOT COUNTY MAINTAINED (PRIVATE)
PER RIVERSIDE COUNTY STD. DWG. No. 105
N.T.S.
cf)-'
R=30, T.I.=3.5
0.25' AC OVER 0.50' AB(CLASS 2)
�
o
a
o
O
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
K
ENCROACHMENT PERMIT AND/OR A
U
Q
V)
GRADING PERMIT HAS BEEN ISSUED.
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Q
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a
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Q
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below.
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TOTAL. ........ .............................. 89,589 S.F. RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR
CONSTRUCT 6" CURB & GV TER PER RIV. CO. STD. W. 200 • • • . • • • . • • 5,088 L.F. ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND
CONSTRUCT 10' CR05S Gum AND SPANDREL PER RiY.- CO. SIT}. Na. 2f19. 1,668 S.F. TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS
DURING THE LIFE OF CONSTRUCTION AC71VITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS
REMOW STREET BARRICA&E ............... ........... 168 L.F. .MAY BE REQUIRED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND
INSTALL AL�4 ACCESS RAMP PER RN. CO. STD. OK. No. 443 2 EA. RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION
NOT A PART Of PLANS CONSTRUCT SIDEWALK PER RIV. CO. STD. No. 40Q WIDTH PER PLAN . - 25,440 S.F. SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE- (951) 955-6835 FOR
PARCEL MAPS AND TRACT MAPS.
REMOVE AC BERIN. .. .. 85 L.F. 3. THE DEVELOPER WILL INSTALL STREET` NAME SIGNS CONFORMING TO COUNTY STANDARD NO.
S4WCUr1,0N PER Dt7k OVA SHEET 6 . ...................... 96 S. F. 1221,12 2,1220.
4. ALL WORD SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION
g DNS 1Cp ODV� 1R� 6(G�4SF AJ PER G�Di MY OF RIVERSIDE Sni 6 EA DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461
INSTALL SMEET AWE S" PER RIVERSIDE COUNTY STD. 1221, 1222 3 EA AND SUBSEQUENT AMENDMENTS.
' 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET
T CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. IF CONSTRUCTION
CENTERLINE DIFFERS, PROVIDE A TIE TO EXISTING CENTERLINE RIGHT-OF-WAY. PRIOR TO ROAD
CONSTRUCTION, SURVEY MONUMENTS INCLUDING CENTERLINE MONUMENTS, TIE POINTS, PROPERTY CORNERS
__ �� 51 • - - - - x BMP MAINTENANCE NOTE: AND BENCH MARKS HALL BE REFERENCED OUT AND CORNER RECORDS FILED MTH THE COUNTY
SURVEYOR PURSUANTTO SEC. 8871 OF THE BUSINESS & PROFESSIONAL CODE. SURVEY POINTS
- - - - - THE STORM WRIER auP'S THAT rREA> THE STORM DESTROYED DURING CONSTRUCTION SHALL DE RESET, AND A SECOND CORNER RECORD FILED FOR THOSE
l RUNOFF FOR THIS TRACT ARE LOCATED OFFSUE POINTS PRIOR TO COMPLETION AND ACCEPTANCE OF THE IMPROVEMENTS.
AND ARE BEING GRADED AND CONSTRUCTED AS A 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET;
L PART OF THE BACKBONE PLAN, TRACT 36643, FOR INCLUDINGBUT NOT LIMITED TO THE FOLLOWING. SEWER WATER ELECTRIC GAS STORM DRAINS.
THIS PROJECT UNDER A SEPARATE PERMIT 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO
A ?; _- (BGR140212, IPI 140083). THE MAINTENANCE AND COUNTY STANDARD NO. 206 ANU/OR NO. 207, AS DIRECTED IN THE FIELD.
L&LUD AGREEMENT'S WILL BE PREPARED AS A PART 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL
OF THE ABOVE REFERENCED PERMIT PROCESS. CONSTRUCTION REGULATOR' GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS
�
'- SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL
COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY, A TRAFFIC CONTROL PLAN MUST BE
INSPECTION NOTE.
SUBMITTED TO THE INSPECTION SECTION OR PERMIT SECTION FOR REVIEW AND APPROVAL PRIOR TO
THIS PROJECT IS AN IN
T?LICT/ON INSPECTION DI111S10N. OBTAINING AN ENCROACHMENT PERMIT.
8Y CONST
9. ALL STREET SECTlONS ARE TENTATIVE: ADDITIONAL SOIL TESTS SHALL BE TAKEN BY THE COUNTY AFTER
ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF
EXPANSIVE SOILS ARE ENCOUNTERED.
10. 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 APPLIED AT A RATE OF
` w 0.05 AND 0.03 GALLON PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO
SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS..
A _ f 11. PRIME COAT IS REQUIRED PRIOR TO PAVING ON ALL GRADES IN EXCESS OF TEN PERCENT.
1' 12. INSTALL STREET TREES IN ACCORDANCE WITH THE ORDINANCE N0. 461 AND THE COMPREHENSIVE
LANDSCAPING GUIDELINES (STRAWBERRY TREE, AUSTRALIAN WILLOW, CRAPE MYRTLE).
�£ 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN.
14. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOP
ROAD IMPROVEMENTS TO CENTERLINE, 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 M(4Y BE INSTALLED WITHIN PARKWAYS ON
TRACT 36593 24tef""
LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLATYS. ALL OTHER TYPES OF LANDSCAPING IN
BOUNDARY 3o so THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE
n 0-- v PLANS. ALL LANDSCAPE ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO
THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990.
0 0=- 6. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING
THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR
R �� 0 0 INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT.
`j.40
��42.1 0=` 17. A. A CONSTRUCTION PROJECT DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT
40
4 „ 0 DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE
•-wm "i , o ' OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM
ram. s �,• .p �21 � � �.' �1,�.-o a
0 WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE.
a B. PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHILL. PROVIDE THE COUNTY A COPY OF THE NOI WITH
.0 0 W A VALID 010 NUMBER.
18. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS
r4' NOT INCLUDED IN THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS
•� "�� ADJACENT' TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATON OR
SECONDARY q � 4 HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER.
- r �6 Sou DARY93 19. EXISTING STORM DR4JN PIPES CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED
A ESS R 36643 IMP.
TO, OR JUST IN THE PROJECT VICINITY) MUST BE REPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL
r AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT.
20. FOR ALL DRIVEWAY RECONSTRUCTION BEYOND RIGHT -Of -WAY, PROOF OF THE DRIVEWAY OWNER
C NOTIFICATION IS REQUIRED PRIOR TO CONSTRUCTION.
P ARY CCE ; ' ; �� ;, " cry" MONUMENT NOTE:
COMM SHALL BE PMNSOLLr ANY MONUMENTATION AN IT' HMA WHICH WILLBE aSTURBED OR
6 DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTA71ON
.` 5�. � BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING A
No]- CORNER RECORD OF SURVEY, AS APPROPRATE, SHALL BE FILLED BY THE LICENSED LAND SURVEYOR OR REGISTERED
4 a WNERIAPPL ICA NT OWL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
T FORESTAR TOSCAM DEVELOPMENT COMPANY, LLC
ego MAC.4RTHUR BY VD., SUTF Coo INDEX OF SHEETS
NEWPORT BEACH, CA 92660 SHEET NO- �(�ES$
(949) 748-6714 s () DESCRILON _ -- Q
- - SHEET NO. I .................. TITLE SHEET
f ENGINEER SHEET NO. "44 DRIVE PLAN AND PROFILE � N
r1OKM ENGINEERS SHEET NO. 3................. .A(, A DR & BRANCH CT PLAN AND PROFILE No. 80614
INDEXMAP 6879 AJRPORT DRIVE SHEET NO. 4..................BELLROSE CT PLAN AND PROFILE it EXP. oa-al-Zs
NOT COUNTY MAINTAINED (PRIVATE) RAERS70E, C4 92504 SHEET NO. 5.................ROCKSTON DRIVE PLAN AND PIWLE CIVIC. �.
SCALE 1 "-i00' TEL: (95T) 688-0249
Fix• �9�Tt 6se--o5s9
SHEET NO.6.................CURB RETURN DETAILS Fes\
APPROVED AS -BUILT AS -BUILT PLANS
BASIS OF BEARING RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT DATE 09-22-2
SOILS REPORT XIS OF BEARING IS NORTH SECWN LINE OF SAID SECTION Date: 9/29/2023 By: SIGNATURE
13 OAKEN AS NORTH 89'06'58" WEST, AS SHOWN BY TRACT NOTE:
PRFUMINARY R--VALUE= 30 MAP J0440-1 PER M.B. 406/30--32, RECORDS OF RIVERSIDE
PER ADVANCE GEOTFCHNICAL SOLUTIONS, INC. COUNTY, CALIFORNLA THIS PROJECT IS BONDED AND IS TO BE
DATED. NOVEMEER 8,- 2013 INSPECTED BY CONSTRUCTION INSPECTION.
SEAS -ENGINEER R�w AWM0 BENCH MARK:NGS7 T X 8 SHEET N4.
- - -- -_ 170 FEET SOUTH OF THE SOUIr NEST CORNER OF TRA G T Nn. ,3�593 I.P. Na 15oaa4
-- - gFESSIp � DXDMTER WASH BIT 97 HIT WLST OF THE COUNTY OF RIVERSIDE
E 1V G 1 IV JE E f?Is wFST EDGE OF CONCRETE PAVEMENT ANO 2 FEET SCRED U,EE "A „
`m ay EAST OF TUC' f7IGHT OF WAY FENCE THE BENCH
says ,4;rK241 va, 'side, CA925U4 MSC Is A t1ALIF0I�NIA DVVISIOIV OF HIGJ-IwAYS STREET' I.1biRRC3VElEIITT PI�A?IT
Ho. 53390 Tel:(951 } 688-0599
BPASS DISK IN 2 INCH IRON PIPE AND CONCRETE TITLE SHEET
* Ecr. s-30-17 * suWv** �n. r STAMPED---BM-71-�4--77---. 6 SHTS �+
S�eprryir►av ar. . , � �
CIVLL � XCE s1W �. 06Ja fr 7 ELEV.: 1058.40 (NA VD88) 8
REVISIONS APPR DATE���` FQ14: Vf! (?. COUNTY
DESIGNED BY: RDR DRAWN BY: EA CHECKED BY: C- SCALE: N� S r;��r<<� �.• 1,ja IORESTAR 8736 FILE IVO• 964F 4
COUNTY ----- TOSCANA, LLC
U. \ProjEcts\FOREA40ST COM+t4UN1T7ESj87.36\Engineerinq Tr 3659.3 Imp\Street\8736 ST 01.dwq
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Pi =1131.65
PI=1157.75
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1164
1160 LT
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PROP. FS
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DESIGN SPEED 25 MPH
17+00 18+00 19+00 20+00 21 +00 22+00 23+00
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20 :0 160
NOTE.
WORK CONTAINED WITHIN THESE PLANS --
SHALL NOT COMMENCE UNTIL AN
' ENCROACHMENT PFRMtT AND/OR A
GRADING PERMIT HAS BEEN ISSUED. -
7� prwas av+wff sy^nv th"S± plans a rrmamtk for assu I v !?
c &xacy ond oec�iobX?y a+ Ov ^,weans kr the erne! of desrrvax rs
arr�ng aRer oun,+sry ay sraRa' or c�nriry ca�strrxlipr rnr mra ► hfARK BY DATE
CalI beto you dig. be resydu�s� far ak�fem� � cn oace�pfa� a!iaaD.�. and /eris+� �as vvENGINEER REVISIONS
la dWom( by ft
CT
SEE 5NEE
APPRJ DATE
COUNT'
I
CAL INTERSECTION
STAt 10+00.00 BELLROSE CT
STA. 22f50.84 ACAOM OR
PROP. 8" REC.
SEAL. --ENGINEER
ESS/
- 3A Y
0
140. 75731
,k EXP. 6-30-18
c1v14
X CALF
HORIZONTAL SCALE
VERTICAL SCALE
1" $l
24+00
STREET CONSTRUCTION NOTES
CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2)
CONSTRUCT 6° CURB & GUTTER PER RIV CO. STD. No. 200
CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER RIV. CO. STD, NO. 209
REMOVE STREET BARRICADE
(D INSTALL ADA ACCESS RAMP PER RIV. CO. STD. DWG. No. 403
CONSTRUCT SIDEWALK PER RIV. CO. STD. No. 400, W1,991 PER PLAN
SAWCUTIM PER DETAIL ON SHEET 6
N� O�P R Dom [ CURB
SRAWP H (CASE A) PER COUNTY OF RIVERSIDE STD.
LINE TABLE
LINE DISTANCE REARING
L 1
136.38
N3738'20"E
L2
67.36
N26'31 136 °%
L3
8990
N3335'00 "E
L 4
109.2
I458'4 7'06 "I
L5
13 4.89
N3738'20"E
L6
67.36
N26'31'36"E
L7
89.90
NJY35'00"E
L8
109. 36
136 J8
N584 7'06 "E
N37'M'20"E
L9
L 10
67.36
N26'J I '36 "E
L 11
89.90
N33'35'00 "E
L 12
55.55
N5647106 or
CURVE TABLE
CURVE
DISTANCE
RAMS
DELTA
TANGENT
C1
54.69
282.00
11'06'43
27.43
C2
63.80
518.00
703'24"
31.94
C.3
139.87
318.00
25' 12'06"
71.09
C7
61.67
318.00
11'06'4.3
30.93
C8
59.36
482.00
703'24 "
29.72
44.65
C9
88.56
282.00
175937*'
Q�OFESS/N
ap DAIL p_
N0. 80614
* EXP. 03-31-25 *
AS -BUILT PLANS
APPROVED AS -BUILT DATE 09-22-23
SIGNATURE
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/29/2023 By._
NOTE:
THIS PROJECT IS BONDED AND IS TO BE
INSPECTED BY CONSTRUCTION INSPECTION.
_ BEND MARK: NGS 71 A 77 PlDDX5558 TRACT ` NO. J 659J !. P. NO 150004 �
7 / U FEET SOUTH OF THE SI P l r7Lh"EST Llur%AiER OF
Ca DWATER WASH BRIDE 97 FEET WEST OF THE
ENO I N E ff "S WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET
CIv# Engnnev #?g surveying R1arwAV EAST OF THE RGHT OF WAY FENCE. THE BENCH
6879 Airport Drive, Riverside, j@A 92504 MAW IS A CALIFORIWA DIYISIOII OF HIGHWAYS
Tegg5l) 688 24 F 9-t7599 BRASS 0< IN 2 INCH IRON FYPE AND CONCRETE
2.17 STAMPED---6M--7r-A-77--
AKOW A06W, ... r rB 00W. ELEV.. 1058.40 (NA VD88)
SCALE:
DESIGNED BY: RDR I DRAWN BY: EA CHECKED BY: C- H• AS i►+OFEo
COUNTY OF RIVERSIDE
SCHED ULE "A'l
STREET IMPROVEMENT FLri N
ACADIA DRIVE
NOT COUNTY MAINTAINED (PRIVATE)
OR. W.O. COUNTY
FORESTAR 8736 FILE N0.
TOSCANA, L L C
SHEET NO.
2
6 Si ITS Li
964F o
a
4et18736 ST 02.dwq
U.• \ Prpjccts 1 FOREMOST COMAeUNITIES 187J61 Engineerinq i Tr J6593 Imp
M
118 p
L=19.77
-- ON CURE
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117E .1 IFT I
1 23+00
T
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ON CURVE
RO P. TC 0
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_ i■ A - ■■ :::
■ MEND EMS■■■ ■ ■
■ ice[ Mini `.. 1 a s
F .r + ■ r r
0 `
24+00 25+00 26+00 27+00 28+00 29
32
PE=1 151.3
31 37
\ 1 PE=1176.5 "OV PE= 1204.3 38
x 36 PE=1206.2
35 PE-- 20 . PROP R W
33 34 _
_ - PE= PE=1 191.0 1196.5 w PROP S/W
1 185. 2
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0 40 120
LLJ EM ia•yi�iir�i��iriiri�ri��ii���iiiii�ii��ifi��i
20 80 1611
CL
LINE TABLE
L8
70.01
N61'12541Y
L9
86.66
N58'47'06'E
LINE
L' `
DISTANCE
BEARING
3 , , 09
S5847'061$,
L 10
86.66
N58.47'067F
L3
40.99
N50'55'061i'
L 11
70.01
N61'12541f
L4
14.44
N61'12'541W
L 12
36.64
NW58-07-W
L5
118.08
N88'58'07'1,
L13
168.54
N32'55'16'E
N44'Sa'OO"E
L6
50.00
A161' Y1191�'
L'4
63.52
j
O
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SHALL NOT COMMENCE UNTIL AN
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BY
DATE
ENGINEER
L 15
39.81
N72'25'48 -
L 16
163.13
N32'55'16°E
L29
211.05
N32'55'16"E
REVISIONS
SEEN NEESE No
III N No NEEN
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CURVE TABLE
CURVE
DISTANCE
RADIUS
DEL TA
TMGENT
C2
78.86
55.69
81'08'37"
47.66
C3
19.77
110.00
10'17'48"
9.91
C4
172.93
35Z 00
27'45' 13
88.20
C5
137.66
3600
207.35'48'
29'47'09"
154.73
C6
5839
111.94
29.77
C7
190.37
393.00
2745'13"
97.09
C8
36.65
35.00
60700'00 n
20.21
i 2
37.92
25.00
86'55'01 "
23.69
clij
C14
66.11
137.68
318 00
1105444.
201'3548"
33.18
38,00
154.73
C 15
75.85
710. 00
39'30'32'
J9.50
C 16
39.27
25.00
90"00100"
25.00
6
7
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4
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5
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1 121.3
PE=1 121.9
1 1 18.5
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63.52' ON CURB
PROP.
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1
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STREET CONSTRUCTION
NOTES
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CURB
PROP. R/W
0 CONSTRUCT a 25' AC OVER 0.50' AB (CLASS 2)
0 CONSTRUCT 6" CUNR & GUTTER PER RN.
CO. STD. No. 200
� �
CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER RN. CO. STD. NO. 209 �QROFESS/q
DAIL BRANCH
REMO E STREET 94MC DEWN CT
1
No. aos14
INSTALL AMACCI'SS WP PER RiV. CO. STD. L]WG. No. 403 * EXP. 03-31-25
CIV11. 0 U 120
CONSTRUCT SIDEWALK PER RN. CO. STO. No. 400, WIDTH PER PLAN 9�OF CAl\�� 20 84 160
REMOVE AC BERMAPPROVED AS -BUILT SCALE. �„ = �a�
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT AS -BUILT PLANS
(D
SAWCUT/JOIN PER DETAk ON SHEET 6 Date: 9i2si2o2s By: 0 �' DATE 09-22-2 rr
0. 4DJ, BMP
�N� P E SIGNATi iRF� N� f L:
NSR C 4 CASE A PER coaNTr OF RNtRS1DE STD.
THIS PROJECT IS BONDED AND IS TO BE
� 0 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. 1221 1222
INSPECTED BY CONSTRUCRON INSPECTION.
SEAL -ENGINEER BENCH A 71 A�% PlD 5558 TR,d C T NO. 3653 1. P. N�7 150aa4 syFFr NO.
ESS� - 170 FEET SOrITH of THE SOUP- WEST C�oRI� C- o
Q , COLDWATER WASH BM" 97 = � OF n-1E COTINTY Off' RIVERSIDE 3
J�, E 1110 l IV E E 1� S WEST E� of COMWETE PAVEWW Alva 2 FEEr SCHEDULE "A"
i4v ►h>vliv FAST OF THE RiGNT OF WAY FENCE THE BENCH .STREET IMPRO VF,,VENT PLAN
6879 Aliport e, Riverside. CA 92504
Pp MAW IS A CAIIFORNLA D111ISJON OF M'Cal-ff�+AYS
f N0. 53390 Tel:{951) 6 - 41 x:(951) W •-0599 BRASS DISK IN 2 INCH 1RON PIPE AND CONCRETE A C A D I A DR & BRANCH CT
* EXP. 6-30-17 undw ft V-17
STAMOM--- 13M-71 A-77---_ NOT COUNTY MAINTAINED (PRIVATE) OF � S14TS ti
APPR DATE CIv1,11. �� RCE MW Elk aua» ELEV.: 1458.40 (NAVD88) FOR. W. 0. COUNT'-
Qr \ SCALE. , . FORESTAR FILE NO.
= DESIGNED BY- RE) DRawN BY: EA CHECKED BY: C- as n�or�� L 964F a
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NOTE..
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERa441T HAS BEEN ISSUED.
Tl a pnyde ela ftv nr v owe plom a rewm5d & f0f ==YV Vv
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REVISIONS
1
C% INTERSECTION
STA. 12420.84 BELLROSE CT
5TA. 31 f 70.12 ROCKSTON 01
34+00
t■■
LINE TABLE
LINE
DISTANCE
8E4RING
L 1
1.38.92
N41'12'18"E
L2
142.96
0'56267E
N41'12'18"E
L3
1.35.49
L 4
142.96
NJ 1'5626 T
L5
1M.92
N41.1218T
L6
14296
NJ1'56'26T
L7
28.74
N 15'5736"E
CURVE TABLE
CURVE
DISTANCE
RADIUS
DEL TA
TANGENT
C1
45.60
282.00
T1552"
2285
C2
45.15
21 Z OO
11'5521 "
22.66
C.5
51.42
318. QUO
9' 1552 "
25.7;�
C4
5ZW
253.00
13'O2'26»
28.92
C5
39.27
25.00
9O.00'12"
25.00
C6
3799
25.00
8703'36"
23.75
C7
48.51
300.00
9'15'52"
24.31
C8
65.54
?.35. DQ
15'5�$'S0"
32.99
Ti .
DA IL R
NO. 80614 H
�r EXP. 03-31-25 �t
9�LOT
CALVE
APPROVED AS -BUILT
AS -BUILT PLANS
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
DATE 09-22-23
Date: 9D9D023 By:
SIGNATURE
STREET CONSTRICTION NOTES
CONSTRUCT 0.25' AC OVER 4.50' AB (CLASS 2)
CONSTRUCT 6- CURB & GUTTER PER RN. CO.
STD. No. 200
CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER RIV. CO. STD. NO. 209
4 REMOVE STREET BARRICADE
INSTALL ADA ACCESS RAMP PER RIV. CO. STD.
DWG, No. 403
CONSTRUCT SIDEWALK PER RIV. CO. STD. No.
4010, WIDTH PER PLAN
0 REMOVE AC BERM
SAWC11T/1MN PER DFTAIt 1W SHEET 6
G 2WS4V,40MAEP RRr� 6 (C:aSE A) PER COUNTY DNS RIVERSIDE STD.
- - ROCKSTON } a INSTALL STREET NAME SIGN PER RIVERSIDE COMITY SID? 1221 1222
40 L 40 80 ".9r'
[ S Cl
�G os� SCALE. 1 " w 40' NO .
THIS PROJECT IS BONDED AND IS TO BE
L INSPECTED BY CONSTRUCTION INSPECTION.
SEAL -ENGINEER �PRTRACT NO. J659J I.P. NO 150004 SHEET NO.
71 170 FEET SOUTH OF THE SOUTHWEST CORNER OF �-
- ES51 , COLDWATER WASH BR(DGE. 97 FEET WEST OF TI-C COUNTY OF RIVERSIDE 5 N
r. F )V C7r l I V E E R wS WEST EDGE OF CONCRETE PARENT AND 2 FEET SCHEDULE A �n
�B FAST OF THE RIGHT OF WAY FENCE. THE 6EM_,HI
1 6879 Airport rF�t,
ae. CA 92504 MARK IS A CAUFORNIA D1490N OF HGNWAYS STREET IMPROVEMENT PLAN
r a+a. Sa3ea T e I: {951 } s -4 5 } 688 -0i RRASS DISK IN 2 INCH IRON PIPE AND CONCRETE R O C K S T 0 N DRIVE
* DtP. 6-34-17 it ST. k(PED_ -- -BM- 71-A- 77 J.' 6 SH TS
�/ �] NOT COUNTY MAINTAINED (PRIVATE)
CIV1i. g"fgW aCL � oi]a I,7 ELEV.. 1058.40 (NA VD88)
APPR DATE `�•!�1-�, C�1.�� SCALE: FOR. FORESTAR W. O. F�F rvC. 964E o
COUNTY - DESIGNED BY: RDR DRAWN ': EA CHECKED BY: C- H• AS NOTED V.- N/A TOSCANA. LLC 8T3fi
U. \Projects\FOREM0.5T COMMUNITIES\8736`Engineer;ng\Tr 36593 1mP\Street j8736 ST 05.dwg
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7 157
BELLROSE COURT ACADIA DRIVE
6"
BRANCHADRIVE
do COURT %� ROCKSTON DRIVE &
TON /
��� BELLROSE COURT C
10 0 1 20 30
SCALE.- 1 " = 10'
STREaET CONSTRUCTION NOTES
U CONSTRUCT 0.25' AC OVER 0.50' AB (CLASS 2)
CONSTRUCT 6" CURB & GUTTER PER RIV. CO. STD. No. 200
Q CONSTRUCT 10' CROSS GUTTER AND SPANDREL PER RIV. CO. STD. NO. 209
0 REMOVE STREET BARRICADE
Q INSTALL AL14 ACCESS RAMP PER RIV CO. STD. DC. Na. 403
0 CONSTRUCT SIDEWALK PER RIV CO. STD. No. 400, WIDTH PER PLAN
(D REMOVE AC BERM
SAWCUTIJOIN PER [NAIL ON SHEET 6
g CONSTRUCT MODIFIED CUR RAMP (CASE A) PER COUNTY OF RNERSIDE STD.
No. 40J, PER DETAIL ON HEET 6
10 INSTALL STREET WE SIGN PER RIVERSIDE COUNTY STD 1221, 1222
G 10 20 30
=66666�
SCALE. I" = 10'
EXISTING C&G PER
TR36593 (IP140083`,-
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INTERSECTING STREETS
ELEV. 'A'
ELEV. 'B'
ELEV. 'C'
ELEV, 'D'
ELEV. 'E'
ELEV. 'F'
SLOPE 'G'
SLOPE 'H'
ACADIA RELLROSE
1160.34
1160.09
1161.52
1160.76
1160.51
1159.91
10.9X
18.6X
BELLROSE ROCK,STDN
1777.31
1176.84
' ? 78..55
117773
117T.26
1 ' 76.78
11. 7X
16.9Z
PEOR I CCU RAF
RRIVER�CIDE
6' CURB FACE
ESTD[�.
NTY
DWG. NO. 4O3
SCALE: N O ; TO SCALE
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
nse ptrase errpi�ry #nnsn �xxs ,s r6�7rts�b har �r�g tns _
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9• r- oppmod 0 � couv ENGINEER
Call More you
REVISIONS
APPRI DATE
COUNTY
SEAL -ENGINEER
w0. 53390
EXP, 6-30-17 i►
� I ��IFIz/
IF, ULNUH MAKK; IVU,� /'7 A _Z1
c�Ncm r
71 170 FEET sotJTH OF THE saurrnvEsr caRND? of
COLDWATER WASH BRIDGE, 97 FEET WEST OF THE
HIV G ► JV E E R S VWST EDGE OF Ca RETE PAVEMENT AND 2 FEEF
r SurvQY*w RMVV*e4 FAST OF THE R1GWT OF WAY FETE THE BENCH
6879 Airport Drive .verside. CA 92504 MARK IS A CALIFORNIA DA49ON OF HGhWAYS
Tel:(951) 6 ax:(951) 688--0599 BRASS DISK 1N 2 INCH IRON PPPE AND CONCRETE
r7 STAifPED--- Ru—at -A- 77-
GL SMW Eq. MJ 7 DolmELEV.: 1058.40 (NA VD88)
DESIGNED BY.. RDR DRAWN BY: EA CHECKED BY. C- SCALE:
j-I • riS IVDTED V.. N/A
ACADIA DRIVE &
BELLROSE COURT
10 0 110 20 30
MM66�"
SCALE.• I" = 10'
FA-PPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/29/2023 By.
5' SlDE'ALK 5' LANDSCAPE PAJMY
R:02
6" CURB FACE
—6" CURB
2K Ad4X
PERI CURB RAMP
COUNY OF RIVERSIDE . DWG. NO. 403
SCALE: NOT TO SCALE NOTE.
THIS PROJECT IS BONDED AND IS TO BE
INSPECTED BY CONSTRUCTION INSPECTION.
TRACT NO. J659J 1. P. NO 150004 SHEET No.
COUNTY OF RIVERSIDE
S
CHED UL.G�+"A •s �n
STREET IMPROVEMENT PLAN
CURB RETURN DETAILS
OF $ SHTS
q
FoR: FORESTAR w.8 FLE NG. 964F o
TOSCANA. L L C 736
M
0'!- 6" CURB
DAIS
9� NO. 80614 ti
�r EXP. 03-31-25 *
"''� o� CAuF�
AS -BUILT PLANS
DATE 09-22-23
SIGNATURE
2' MIN. OVERLAY AT
--0.10' MIN. THICKNESS.
OR AS DIRECTED
SAWCUT EXI.5T.
AVEMENT 1 MIN
ARIES EXIST. PAVEMENT
O BE REMOVED
N 1N PAVEMEN
O DEWC T AND JOIN
SCALE: NOT TO SCALE
U. \ Pmjacts \FOREMUST COMMUNI FIE5 j 87,36 j Engineering j Tr 3659J 1mp j Street 187J6 S T 06. d wg