964f_slTR 36643 BOUNDARY
7
6
ST 2-1 7.
TR 36593 BOUNDARY 1 9500_L MEN PFr
ET LIGH rV
5
PROP. C&G
2 84 s 1 1
Q.S.
3 7
l a�raN TRA
1 aR 0*.01P
r�
i
r
14
13
15
16
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
STREET LIGHT PLAN -
TRACT 36593
N.A.P.
PM 8249
PM.B 68154
w
26
24 /8
T
9 23
30
29
28
27
STA 221.94.45 1
9500 LUMEN
5T. LIGHT
74
STA 1 26.73 1
9500 LUM N
ST LIGHT PROP.
22 ��` 75
�G
1
STA 42.29
9500 40MEN 21 �o
P, R/W ST LI HT I 76
20
77
I
19
78
18 S
79
17
i 80 1 T 28+54.05
9 ,00 LUMEN
T. IGHT 68
81
A 17+26.27 67
9 OQ L OMEN
85
Q.S.
31
32 �
ETA 24+88 9
9500 LUM N
ST LIGHT
33
xs 34 35 36 37
PROP. R1W
2
h CC)
k� 27 ACADIA DR 28
45
PROP. &G
44 STA 2 +98.51 1
43 9500, L UMEN
48 42 ST L GHT
� f7 49 41
PROP. R/W
40
50
12 �A 51 STA 14+ 1
52 950O LUM N
C&G _ ST LIGHT
7,3 53
nr 54
73 h
� 14
72 —
59 9500 LUME •
ST. LIGHT
71 �` 58
ER
55
39
38
QA I(
60 57 � ? R�'`
a - 30+52.03 No 80614 N
950 WOMEN i 56 * EXP./ 03-31-28
70 ST LIGHT,
C VIV
/ 63
PROP. 14/W
64
62
AS -BUILT PLANS
DATE 09-22-2
SIGNATUR
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT OWNER APPLICANT
Date: 9/29/2023 _ By:_ FORESTAR TOSCANA DEVELOPMENT COMPANY
4590 MACARTHUR BLVD., SUITE 600
NEWPORT BEACH, CA 92660
TEL: 949- 748-6714
TRACT T. LIGHT �w
a
., s2
CONSTRUCTION NOTES_. & QUANTITIES
36593� / PROP. C&G
TR 36593 BOUNDARY
INSTALL P.S. V. SINGLE ARM, SQUARE POLE (05 I I
C)
LEGEND 65
BROWN JASPER COATED), SHOE BOX FIXTURE
8CR BEGIN CURB RETURN 83
EDISON BROWN PER ED15N STANDARD DDS-5
)
Q
Q
ECR END CURB RETURN '
FIGURE J. SEE DETAIL HEREON.
Q
L T. LEFT � TR 36643 BOUNDARY
i
CL CENTERLINE FRLINE RIGHT 66
SECTION 1, T. 5S, R. 6W
TC TOP OF CURB
FL FLOW LINE
p EP EDGE OF PAVEMENT GENERAL NOTES. I = o
>~ Q p P.C.C. PORTLAND CEMENT CONCRETE I- ALL WORK SHALL CONFORM TO THE CURRENT REQUIREMENTS OF Q
I� C� LT. STD. EX ST LIGHT THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT;
+� W. V. EX. WATER VALVE IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY
� MH EX. MANHOLE ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS .
w- PROP. CHAIN -LINK FENCE MONUMENT NOTE. SITE
U PROP. BLOCK WALL 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY / Cq�p
-� DIRECTION OF FLOW CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL
4 --x --x --x EX. CHAIN LINK FENCE WORK PERFORMED WITHIN THE COUNTY RIGHT-OF-WAY. MONUMENTATION AND/OR BENCHMARKS WHICH WILL BE CEMEX �<< �� Z w
CL DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH �' o y
<C S/W SIDEWALK ENGINEER MINES SYCAMORE 9 0 �
>� 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT POINTS SHALL BE REFERENCED AND REPLACED WITH
�� L T. STD. PROP. 5T. LIGHT
Z AT 811 OR 8OO APPROPRIATE MONUMENTATION BY A LICENSED LAND CREEK �-
w � VC VERTICAL CURVE ( )227-26aO AT LEAST 48 HOURS PRIOR TO SURVEYOR OR A REGISTERED CIVIL ENGINEER y N
PJ POINT OF INTERSECTION ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY 0 5a 150 WERNER
G 1 N E E RS
C.B. CATCH BASIN FOR ANY & ALL DAMAGES TO EXISTING UTILITIES AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER
w RECORD OF SURVEY, AS APPROPRIATE, SHALL. BE 6879 AIRPORT DRIVE MINES
w EXISTING EDGE OF PAVEMENT FILLED BY THE LICENSED LAND SURVEYOR OR 25 100 20❑
A.C. ASPHALTIC CONCRETE 4. THIS PROJECT IS NOT WITHIN 3O MILES OF MT PALOMAR. RIVERSIDE CA. 92504
FH FIRE HYDRANT (PROJECT 15 41.77 MILES FROM MT PALOMAR) REGISTERED CIVIL ENGINEER AS REQUIRED BY THE TEL: 951- 688-024 7
z H. D.A. HOME OWNERS ASSOCIATION LAND SURVEYOR'S ACT. SCALE: 1 — 5a'
c 5. SCE SERVICE PLANNER VICINITY M A P
j O WORK ORDER NO. ALL STREETS ARE PRIVATEL Y OWNED AND MAINTAINED
- NOTE; SEAL —ENGINEER PMNS PATPARED BY BENCH MARK., N S 71 A 77 P DX5558 TRACT NO. 365,�.3 1. P. NO 150004 SHEET NO.
I� WORK CONTAINED WITHIN THESE PLANS' a� 170 FEET SOUTH OF THE SOUTHWEST CORNER OF
SHALL NOT COMMENCE UNTIL AN QR� A, COLDWATER WASH BRIDGE, 97 FEET WEST OF THE
A OR ENCROACHMENT PERMIT AND J.4 E IV Gr I N E E R S WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET
Cc)� / �`� �` GRADING PERMIT HAS BEEN ISSUED. clod En�gnrieernng Strveykig Rlarffung EAST OF THE RIGHT OF WAY FENCE THE BENCH COUNTY OF RIVERSIDE
» >?
❑ 6879 Airpo .ve, iverside, CA 92504 MARK IS A CALIFORNIA DIVISION OF HIGHWAYS SCHEDULE A
�I W NO. 533S0 Tel:(951) 8- 2 ox:(951) 688-0599 BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE STREET LIGHTING PLAN
F, The private engineer signing these plans is responsible for assuring the * EXP. 8-30-17 * Under un STAMPED---BM-7i A-77---. OF SHTS
Q � accuracy and acceptability of the design hereon. In the event of discrepancies C1V11. Lria ' RXE 51M EVx OC30.I7 ELEV.. 1058.40 (NAVD88)
■ arising after coup approval or during construction, the private engineer shall FOR. W. 0, COUNTY
w � s �' p g p g MARK BY DATE APPR PATE � ��'
�� dig be responsible for determining an acceptable solution and revising the plans REVISIONS CALF DESIGNED BY: R D R DRAWN BY: EA CHECKED BY: C — SCALE AS NOTED N/A FORESTAR 8736 FILE NO. 9 64 F
Q far approval by the county. ENGINEER C C U N7Y H' V. TOSCANA, LLC