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12.061 m TO 01171,11,14ml klill I
0014 Al A I W�M
iL L L
A-sli-li Mim
'HARAN I I a W lw
MH-
sun=I
1 111 1 MINI 111,111 ...........
B
_"*7 CURS OUTLET TO BE EXTENDED TO EDGE OF 10' ESTIMATE OF QUANTITIES
10, WELD WASHERS TO REMOVABLE GRATE TRAIL F TRANSITION STRUCME IS ADIACENT TO LEGEND OF ABBREVIATIONS & sym Ls
77MIL TR4NSI"ON TRAIL OTHERWISE CURB OUTLET WILL EXTEND TO NO. DESCRlP,TI0_lN____ UNIT ao
RIGHT OF WA Y BSL BUILDING SETBACK LINE 5,,
1 CONSTRUCT V-DITCH PER DETAIL ON SHEET 3 3,170 L�F. AREA DRAIN
BVC BEGIN VERTICAL CUR
R/W EDGE OF F-3-1 PROVIDE 3/4"X2" NOTCH IN HEADWALL 2 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 3. 141 LF VE CATCH 13ASIN & LOCAL
DEPRESSION
C A TRAIL—,\ A EDGE OF AND DOWN DRAIN TO RECEIVE GRATING DOWN DRAIN CO�STRUCT TERRACE DRAIN PER DETAIL ON SHEET 3 335 L.F, 8WF BLOCK WALL FENCE
R/W TRAIL DF DEEPENED FOOTING CENTERUNE
1 4 CONSTRUCT TERRACE DRAIN & DOWN DRAIN INTERSECTION PER DETAIL HEREON EA
VARIES IT LOPE a. 2 -1k — -�k - DAYLIGHT LINE
TRAIL TRANSITION 5 RETAINING WALL PER SEPARATE RETAINING WALL PLAN & PERMIT LF DWY DRIVEWAY
C 12 BERM CN INSTALL RiP-RAP PER DETAIL HEREON EP EDGE OF PAVEMENT
#4 GALV. 6 3,060 �X�
X, S.F. DEEPEN FOOTING
�jl 7. MIN- j 7. MIN- 1% Mk SUPPORT
BARS 0 9" O.C.-------- 4 PERIMETER 7 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 165 L.F. EVC END VERTICAL CURVE
1UPPORT BARS ------- el FF FINISH FLOOR ELEV. EXISTING CONTOUR
3`- 8 CONSTRUCT V-DITCH TO PIPE TRANSITION STRUCTURE PER DETAIL HEREON 4 EA
< 4" 1 1 — FIRE HYDRANT
FG FINISH GRADE
—9 PARKWAY CULVERT PER SEPARATE STREET IMPROVEMENT PLAN 6
m
0
P-98.2 P-99. P-1011 1 8"' 1 10 _-EM—ERGENCY OVERFLOW CHANNEL PER SEPARATE EA FLOWLINE
A A CURB OUTLET FL FLOWLINE ELEV,
< 4" #4 GALV. BARS AT 3"' O.C. WELDE STO� 308 CONCRETE HEADWALL STORM DRAIN PLAN I --------- GRADED SWALE
< Z� 1 8 - FS FINISH SURFACE
3; < TO G 11 INSTALL AREA DRAIN INLET PER DETAIL HEREON 3 EA
4 ALV. #4 SUPPORT BARS
:2 2% SEE CONSTRUCTION NOTES GB GRADE BREAK PROPERTY LINE/LOT LINE
FOR PAVED DRAINAGE 12 INSTALL PRIVATE DRAIN THROUGH CURB PER RIVERSIDE COUNTY 5D.- 3-10 2 EA
7 00 PROPOSED CONTOUR
U . B DEVICES HEREON INSTALL 4" PVC (SCH 40� PIPE AS SHOWN ON PLAN GFF GARAGE FINISH FLOOR
VERTICAL CUT LINf," , ..t� 3 SECTION A-A 13 300 L�F. HP HIGH POINT RETAINING WALL
PLAN VIEW 14 CONSTRUCT 3" CLASS 11 AGGREGATE BASE OVER COMPACTED NATIVE SOIL 2 3,280 INV INVERT OF DRAIN RIGHT OF WAY
15 CONSTRUCT 15' DOUBLE DRIVE GATE & CHAIN LINK FENCE PER 1 EA
R.C.F.C, & W.C.D. STD. DWG. NO M801 L= LENGTH ROCK. OUTCROPPING
FUTURE SEE DETAIL TO RIGHT EXPOSE 1-1/4- 16 INSTALL AREA DRAIN CLEANOUT PER DETAIL HEREON TO BE REMOVED
DRIVEWAY (TYP.) Ob PORTION — 2 EA N.T.S. NOT TO SCALE 2% SHEET FLOW RATE
ED 2"
OFTHREAD 17 EXTENDED DETENTION BASIN PER STORM DRAIN PLAN P=
2" NOTES: 2 EA PAD ELEVATION
ANCHOR BOLT — 4 A �L L SOUND OR SCREEN WALL
-WETTED TO THE SATISFACTION CONST I CT N DRAIN/TERRACE DRAIN TO CURB OUTLET TRANSITION
1 EA PA. POINT OF INTERSECTION
7 OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF STRUCTURE PER DETAIL 18 STREET LIGHT
ELEVATION PER PLAN 32 "�bw 1. GROUND SHALL BE PRE 18 ON SHEET 13
EL-AN VIEW CONCRETE, __j_9_ INSTALL 12- PVC-35 D --- pp POWER POLE SUBDRAIN
2. MATERIAL FOR CONSTRUCTION OF DOWN DRAIN SHALL DETAIL ON SHEET 13 RAIN PIPE WITH SLOPE ANCHORS PER 2 EA ll�
PUE PUBLIC UTILITY EASEMENT
BE CONCRETE REINFORCED WITH 6"X6" Wl.4XW1.4 SWALE HIGH POINT
WELDED WIRE FABRIC. 20 REMOVE EXIST. PAVEMENT AS SHOWN 16,500 SF RG ROUGH GRADE
-on
3 -0 12*-Ojl 31-0" TOP OF SLOPE
DOWN DRAIN TO CURB OUTLET TRANSITION PER DETAIL HEREON
4 3. DOWN DRAIN TO CURB OUTLET TRANSITION SHALL NOT 21 8 EA TSM TEMPORARY BENCH MARK
L BE USED WITHIN PUBLIC ROAD RIGHT-OF-WAY.
T_ HIGH SIDE 22 REMOVE & DISPOSE OF EXISTING FENCE 3,250 TC TOP OF CURB TOE OF SLOPE
LOW SIDE LEVEL LINE BLDG. PAD ELEV. 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER — LF
BLDG, PAD P M R
-OMPOSED GRANITE (D.G.) TRAIL TOP OF FOOTING ELEV
ELEV. LEVEL LINE t> FABRICATION. 23 CONSTRUCT 6" THICK DEC TF
il �:, 35,370 S.F.
PER DETAIL ON SHEET 3
TRACT BOUNDARY
2% _2 _�4 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 TG TOP OF GRATE
IN, 1/2-X6" GALV. ANCHOR BOLTS 2,110 LF. TP TOP OF PAVEMENT
SMTION "A-A" SECTION B-B SET IN CONCRETE (4 TOTAL) 25 CONSTRUCT DOWN DRAIN/TERRACE DRAIN TO PIPE TRANSITION 1 EA
STRUCTURE PER DETAIL 25 ON SHEET 13 TW TOP OF WALL ELEV.
A 26 CONSTRUCT MULTPURPOSE TRAIL PER COUNTY OF RIVERSIDE STD. NO. 405' (XX.XX) EXISTING ELEVATION
___5' OWN DRA 1 IN' T 0 CURB OUTLET TR"'ANSITION ...................... XX.XX FUTURE ELEVATION
21 27 CONSTRUCT 6-INCH THICK CONCRETE ACCESS ROAD WITH #4 10,250 SF
6" MIN. ABOVE BLDG. PAD NJ.& REBAR 0 18" OC BOTH WAYS, PER DETAIL HEREON
PAD ELEVATION LCVEL r-ELEV.
ul 2
2 28 REMOVE AND DISPOSE AS NOTED 6 EA
- 3/16
PAD VARIES 15' -20' 29 INSTALL CABLE RAILING PER CALTRANS STD. PLAN RSP BI 1-47 1,315 3/4"
30 CONSTRUCT 2' WIDE V-DITCH PER DETAIL ON SHEET 3
200 L.F�
SECDON B-8 JF;
PROVIDE 3/4"x2" NOTCH EXPOSE 1-1/4"
2X' IN WALLS TO RECEIVE PORTION OF
5' MIN. 'R ING
6 3' 0 R 5'- 6 G AT 6" 30-01t 6)$ THREADED
ROUND OFF TOP ANCHOR BOLT
6- CONC. WITH 14 REBAR V-DITCH
AT 18" OC BOTH WAYS 4
HIGH SIDE F�ER PLAN
2 BLDG. PAD ELEV,
1/2"X6" GALV.
ACCESS ROAD DETAIL
COMPACT TO 90% RELATIVE ANCHOR BOLTS
12" MIN. ABOVE
LOW SIDE COMPACTION - TYPICAL SET IN CONC.
PAD ELEV. NJ�S.
BLDG. PAD ELEV. (8 TOTAL)
A
SECTION "C-C
(DOWN DRAIN 0 TERRACE A PIPE PER A
TYPICAL ROUGH ue" RADING LOT D% E TAA IL & SEC"TIONS, DRAIN INTERSECTIONS ONLY ERRACE DRAIN OR PLAN
4: No 3 GALV. SUPPORT
A -A "", 41
V
N.T.S
102 BA�S AT 9" O.C.
V DITCH PER PLAN
102
11 5s-0"
TERRACE DRAIN OR (101. DETAILS ON SHEET 3 V-DITCH PER PLAN
101.5 L I
CONCRETE PIPE V-DITCH PER PLAN
(WHERE OCCURS)--- DETAILS ON SHEET 3 100 "99 100
D or w 6% MIN. (100) 100 uj 0.57. 5-EQTION B-8 _3 6
CONCRETE V-DITCH 1 :s � SECTIOR. A-A
f_E-R-RA C E N ONLY V-DITCH ONLY
(WHERE OCCURS) 2 a to
2D or 2W (4' MIN. 5 TY (0�357. MIN.)
D or W 02
101.505P
10 LF TOTAL SPLASH 1, GRATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION
C:) WALL 0 TERRACE io
F DRAIN PER DETAIL
2. REINFORCING STEEL FOR BASIN SHALL BE #4 BARS AT PIPE PER PLAN lb
7 ON SHT. 3, TYP.
F ±18" CENTERS PLACED 1-1/2" CLEAR TO INSIDE OF BOX.
000.0 - INDICATES ELEV�s 3. BASIN BOTTOM SHALL BE FORMED TO DRAIN TOWARD
1\1 o 3 GALV. BARS AT 3" O.C,
@ V-DITCH LOCATIONS OUTLET PIPE FROM ALL DIRECTIONS AND SHALL BE
2D or 2W 3(MIW5 ONLY TRANSITION TROWE WELDED TO GAJ�y
L FINISHED. "U�V- �,j OF RIVE-11SIDE
SU PORT BA ENT OF
UJILDING A
'000-0) - INDICATES ELEV'S NO SAFETY
5ECTION F E TERRACE DRAIN DOWN DRAIN ANCHOR A -.00-N APPROVED -
"j- INTERSECTIONS WITH DOWN DRAIN
V-DITCHES ONLY ?toi 17
Z.) V N
PIPE TRAN "' ITI " " ST'lUCTURE
A (DETAIL 2 ON SHEET 3) DRAIN T 0
8
NO. 4 BARS
PLAN Kt& Appro,
FLOW
of the PraviOdn:%'i'm Oro!It aw 1=040
(DOWN DRAIN 0 TERRACE
T.G. ELEV. b _06i
DRAIN INTERSECTIONS ONLY
0 SPEED-D-TUFF GRATE
171 lop cp. 24" N.D.S. No. 1212 (GREEN) (SEE PLAN) COVER OR 1
z 3.3'-1/4 ton ROCK* m SURFACE DRAIN T.G. ELEV, OR APPROVE
w -0 EQUAL hflk
TYPE PER PLAN (SEE PLAN) 12
-0" Mki L ALL FITTING BY. NATIONAL DIVERSIFIED
C-4 SALES INC. (OR EQUAL). 2'X2' 3-INCH THICK MIN.
1.8'-BACKING NO. 1* 2550 AZURITE CIRCLE CONCRETE PAD 2%
N'
A
(> 0, NEWBURY PARK, CA 9IJ20
FLOWLINE OF EMERG )w %___� 6" kB.S. PIPE RISER
ENCY r Z N"z;:��
or 2� REFER TO FINISH GRADING.
E SPILLWAY, AS APPLICABLE 3. 00 NOT GLUE GRATE OR RISER To PIPE.
A C90 2
FABRIC TYPE A** (NEED TO BE ABLE TO REMOVE FOR WYE, TEE OR ELBOW RTTING
(0 ui GRATE HOUSING
MAINTENANCE PURPOSES.) _j :i REDUCER ADAPTER N.D.S. No. 1221 A$ REQUIRED
4� GLUE -I.P.S. WELD ON- 1 773 SOLVENT :R OR APPROVED EQUAL
CONCRETE t9n (MEDIUM BODIED FAST SET FOR ABS PIPE PIPE RISER PLASTIC TEE NOTE. rOR BINDING A.B.S. TO
-SILL, CLASS 420-C-2000
THRU C 0 RVC., CONTRACTOR TO USE
3D,,,,or 3W 51 WHEN MIN. DEPTH REQUIRED IS 7-, USE WELD-ON 1-94 SOLVENT OR
ROCK GRADING AND QUALITY REQUIREMENTS PER SECTION 72-2.02 MATERIALS OF THE \—SEE CONSTRUCTION ONE 90* ELL� EQUAL. '61
CALTRANS STANDARD SPECIFICATIONS. USE METHOD B FOR PLACEMENT OF ROCK. ANCHORS A—
FABRIC TYPE OF GEOTEXTILE AND QUALITY REQUIREMENTS PER SECTION 88-1.04 ROCK SLOPE \--6" WIDE SLOT �SEE NOTES FOR PAVED 4" PVC (SCH 40) / INV. ELEV.
DRAINAGE DEVICES PER PLAN'
PROTECTION FABRIC OF THE CALTRANS STANDARD SPECIFICATIONS. NO SLOT AT CONCRETE FOREAY OWN DRAI N ON SHEET 3 (SEE PLAN)
SECTI!2N E E SECTION A-A DETAIL ON SHEET 3) PVC (SCH 40,1'�__Z q;��JNV. ELEV.
PER PLAN (SEE _0LAN)
Ll
T E R% R A C E Du'_% W N ru' RAIN INTERSECTION DETAIL REA DRAIN CLEANOUT DETAIL
1 A
RIP — RAF-` ENERG"T" D* I S S I F"ATU" R DETAIL AREA " RAIN INLET DETAIL
N,T.S
BSO 170013
IP 070091 BGR 1:40014 (Ref. BGR 070371) SMPL 14001:6
SEAL-ENGINEER EE 'PH MARK
COUNTY OF RIVERSIDE HUNS-AKER &ASSOCIATES
PPROVED BY:
A IRVILNE, INC FID. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE t;U U DE
-% IV:ErN I
NTv
MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM
10 INLAND EMPIRE REGION
THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEM
2900 ADAMS STREET, SUITE A-15 ECULA,
------ RIVERSIDE CA 92504 (951)352-7200 OF
#�� w �l AT THE SAN DIEGO-RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, 14! SOUTH
PLANt4lNG/ENGINEEMNG/SURVEWNG/GD\IERNMENT RELA-nONS
ROUGH GRADILNG PLAN
58020 NE OF THE ROAD,
OF THE COUNTY LINE SIGN, 29.5' WEST OF THE CENTERLIL
SHT&L
-U—NDER THE S VISI OF: 17.5' SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1.2'
R.C.E. EXP. DATE 111,P- 13
0lv0- "I TRACT 32627 M2
MARK BY DATE APPR. , DATE IV __ v - WEST OF A FENCE LINE, l.;P NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET
x4aw wfat A0�
112
["a, �,a
L
F 4
5
2
FOR
REVISIONS Feb 24, 2017 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST W.0. COUNTY
PROJECTING UP ABOUT 6 INCHES.
ENGINEER COUNTY RECOMMENDED BY* DATE 58-020 DATE ELEV. = 1255.36
------ __I___PAUL H L STON Ls TERRACINA, LLC 2595-2A FILE NO.
v
-o"No 0 09991111,Ill IN I liffil-I 11 I'm I Ill li'l I I I I 1 1 1 1 1 @111011 MINOR'-1,1 11 Ill I,Ill I Ill I
R/W R/W R/W R/W
60'
28 28' R/W R/W
PARKWAY V-DITCH PER 28' 89
lop V
STREET PLAN 22' 61 2 10 12� 59,
2 5 5 5 2 -- CABLE RAILING 2 21' 38' 18, 21 10
2' 2% 10' TRAIL LANDSC. 51 LANDSC.
2%
31 34 �ESMT. TV_A_R_lE7S *'�TVA__R_lET
noy LEVEL LINE NATURAL
2% t:�7i 2�
2 2 D
00
2 QEL 2-
LINE
NATURAL
__7ROUGH� 00 GROUND
GRADE LINE
ROUGH GRADE ROUGH GRADE SECTION MONTE VERDE MEANDERING SIDEWALK ROUGH, GR,
ROUGH GRADE SECTION FOR ALTREE, BASSETT FROM STA
10+00 TO 14+ 60. 19 AND 18+91 .76 TO 25+62.48� ROAD STA. 49 + 67. 16 TO 52+50.00 ROUGH GRADE SECTION
BAYSTONE, EDGE, RITTENHOUSE, MIDDLE GATE, FLOOD AND EXIST. N.T,S. ANZA R01AID STIA. 34+80.00 TO 49+72.47
s
EL CHIM ..... A FROM STA 25+89-43 TO STA. 30+02.45 R W R/W N.T.S.
82'
u NJ,S� 44' 38' lo* R/W R/W
5 7? 20' 20' 7' 3' TRAIL Ila'
2 59, 59'
R/W R/W
_4
76' 2� 21 p 38' 38' 2
3$ 3$ 2 10' TRAIL LANDSC. LANDSC. LANDSC. LANDSC. 2
-----------------*_ 5'_
& LEVEL LINE 1 11 -
3' 5' 7' 20' 6p 20' -71 5' 3t 2 ESMT. 7VARIEST 7VARIEST VARIES
20
2 12% 4E 2%
2 2 LEVEL LI
2
2$
LEVEL LINE Ow co
2 2
ROUGH GRADE
1,INE
00
MEANDERING SIDEWALK ROUGH GRADE LIN
ROUGH GRADE SECTION FOR EL CHIMISAL ROAD
ROUGH GRADE SECTION
ROUGH GRADE LINE
ROUGH GRADE SECTION FOR BASSETT
FROM STA 14+60. 19 TO 18+91 .76 R/W R/W
36 4 2
NJ.S. 60 12" 18" 180
PARKWAY V-DITCH PER
W$LY E*LY STREET PLAN 8' ................ 22' 1 o__ 14' 2 k-% MIN R-
PROPOSED PROPOSED MK
LEVEL LINE
R/W 3" 12" MIN. 300
80' R/W 2% 1 30"
0&
40' 40'
3t, 5� 7$ 20' 20' 71 5' 3'
00
SEE 'CONSTRUCTION NOTES'
2
SPLASH WALL SEE
FOR PAVED DRAINAGE
2f 2p
DETAIL 7 AS NEEDED;
ROUGH DEVICES HEREON
27. 1 . 1 PER PLAN
z i
4--�-J� 1 GRADE LINE
v LEVEL A=��gzle� LINE
2 2 2
570 MIN.
HINGE PO
V- DITCH DETAIL
ROUGH GRADE SECTION MONTE VERDE 2 LEVEL LINE
('�_l 1 - t& 6
ROAD STA. 49 +67. 16 TO 52+50.00
ROUGH GRADE LINE = x N.T.S.
24" 2 OPTIONAL 7 2"
ROUGH GRADE SECTION FOR TALLHOUSE 12" 12" 12" 1 SEE 'CONSTRUCTION NOTES'
W --MIN, FOR PAVED DRAINAGE -3
NJ.S� NTY S,Ly - SEE 'CONSTRUCTION NOTES DEVICES HEREON
uLT. R/W R/W 2 N LEVEL IN. FOR PAVED DRAINAGE
Wly 60' " -
E'LY DEVICES HEREON
R/W R/W 30' 30'
94%
W 44' 10' 8t 1 2p 12' 8� 10,
NATURAL NATURAL
18' 32' 32' 12' GROUND GROUND
qj
4j 51 TERRACE DRAIN DETAIL
27.
2
2t
if
1 _27. 1 4--1-1 , LKL 00 WIDE V- DITCH DETAIL
2 2
#3 @ 214� O�C.
NT.S FINISHED
00: ROUGH GRADE ELEV,
GRADE LINE PER PLAN 8"WX16" CONC.
ROUGH GRADE LINE eLoCKS, GROUT ALL
NATURAL
EXISTING SLOPE CELLS SOLID
IMPROVEMENTS PER TRACT 32627 IMPROVEMENTS PER TRACT ROUGH GRADE SECTION MONTE VERDE ROAD RIM ELEV 12" 36"
PER PLA' Ian _T8i_� SEE CONSTRUCTION NOTES &
STA. 42+56.02 TO 45+96.54 DITCH DETAILS FOR PAVED
DRAINAGE DEVICES HEREON
COUNTY OF RIVERSID
ROUGH GRADE SECTION FOR EL CHIMISAL DEPARTMENT OF
iANDSAFETY
FROM STA 9 +78.99 TO 22+98.05 60 EMBED 2" MIN� I APPROVED
FRESH CONCRET
R MAR V0,�22 i
A 47 3'-0" 4 0, SEE PLAN FOR SPLASH WALLAOM Day
N'LY Sly -t�6"X6" Wl.4XW1.4 W.W.M. FLOWLINE ELEV.
R/W R/W I f" BEND:
60p 2
- OPTIONAL
ir 3
INTERCEPTOR DRAIN
30' 3C #4 BARS 61
4 4�
4, 18" 24
10 2' 201 10, TRACT 32627 klS OPTIONAL WITH
5' 5' PAD "ZI V-DITCH WITHIN 10' TRAIL EASEMENT
F.L_. 10! EASEMENT
2
NATURAL SPLIT RAIL POST PER EXISTING
GROUND 4 CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES:
RIVERSIDE CO. STD. NO. 405 GROUND 11
J�r Z.
1 APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" CONC. OR
12f __L3: GUNITE W/ 6"X6" - W14 X W1.4 WELDED WIRE MESH (W.W.M.) OR 2%
:t _Z__DOWN DRAIN ANCHORS CONSTRUCTED EVERY APPROVED EQUAL.
7-
10' IN VERTICAL HEIGHT AND AT TOP AND 1 /7 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF V-DITCH PER
F PAVING. THICK DECOMPOSED DETAIL. 1
ROUGH TOE OF DOWNN DRAIN. SEE 'CONSTRUCTION NOTES' 44 SAFI' 3. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF BUILDING OFFICIAL GRANITE (D.G.) PER HEREON
GRADE LINE DOWN DRAIN FOR PAVED DRAINAGE -SECTION A-A OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. RIVERSIDE CO. STD. NO. 405
4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT.
A DEVICES HEREON
ROUGH GRADE SECTION MONTE VERDE ROAD 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR, GUNITE & MAY BE
INSTALLED WITH 6"X 6" W1.4 X W1.4 WELDED WIRE MESH (W.W.M.). 10' WIDE D . G . TRAIL-WITH V- DITCH
STA. 45+96.54 TO 49 +67. 16, STA. 53+78.47 TO 54+08- 68 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 23
DOWN DRAIN DETAIL 28 DAYS OF 3250 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND
SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. BSD 170013
IP 070091 BG:R 140014 (Ref. BGR 070371) BMP 14001,
COUNTY OF RIVERSIDE _TEK,ENGINEER HUNSAKER&ASSOCIATES BENCH MARK .00A. Aowok AAfWV j"F&
FD. STANDARD U.S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE
=1�1 IRVINE, INC UUUIV41 T UF RIVER'SiluE
MONUMENT STAMPED 1955, 5.1 MILES NORTH ALONG A PAVED ROAD FROM
APPROVED BY 150 INUAND EMPIRE REGION
3--OF
THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA,
-15
ow 2900 ADAMS STREET. SUJE A
RIVERSIDE CA 92504 (951)352-7200 AT THE SAN DIEGO-RIVERSIDE COUNTY LINZ, IN SAN DIEGO COUNTY, 14' SOUTH ROUGH GRADING PLAN
4" 020 TIONS
NO. 58 PLANNING/ENGINEERiNO/SURVEYING/GOVERNMENT RELA OF THE COUNTY LINE SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD,
13
UNDER THE SUP VISION 17.5' SOUTH OF THE CENTERLINE OF A TRACT ROAD LEADING NORTHWEST, 1,2' TRACT 32627 M2 SHTS.
E tit,
R�C.E- EXP, DATE �'V 1_�
ol V JV WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 1/5 FEET
W.O� COUNTY
�AU � 11
Kbo o w F 8 lowe MARK 88 Y DATE APER. I DATE CAL Feb 24, 2017 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST
rnvJr_k�TfNG UP ABOUT 6 INCHES. ELEV. = 1255.36 LS TERRACINA, LLC 2595-2A FILE NO,
ENGINEER REVISIONS COUNTY RECOMMENDED BY, DATE PAUL R,, , RESTON R, R�C.E. 58 DATE
Causi'llbd
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NO. 58020 11 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF THE. COUNTY LINE SIGN, 29.5' WEST OF THE CENTERUNE OF THE ROAD, 13
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I 2900 ADAMS STREET, SUITE A-15 THE MISSION SAN ANTONIO DE PALA, AT PALA,, 6.1 MILES SOUTH OF jrft Olt � OF i
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1-111,11,111; I -----I-I- 4i _r A RIVERSIDE CA 92504 (951)352-7200 AT THE SAN DJEGO-RIVERSIDE COUNTY LINE,: IN SAN DIEGO COUNTY, 14' SOUTH K%JUfo#J"*H GRADAIING rgw*LAN 1!�
a NO. 58020 PLANNING/ENGINEERING/SURVEVNG/GOVERNMENT RELAnONS 8
111111111111,,.:.� 11 W Tf, 111111111--11 OF THE COUNTY LINE SIGN, 29.5' WEST OF THE CENTERLINE OF THE ROAD, 13 1w
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1 R.C.E. EXP. DATE & I I ,�,� : 101
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''I I . "/-! , WEST OF A FENCE LINE, 1.7' NORTH OF A "TNESS POST, ABOUT 4 1/5 FEET
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Know wtaft,� , low* 4 BY D APPR. DATE *go ze� Feb 24, 2017 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST COUNTY
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I I REVISIONS T 6 INCHES. ELEV. = 1255-36 LS TERRACINA, LLC 2595-2A FILE NO. W aw 1M.M,,
,
- RECOMMENDED BY: DATE PAUL R. N JR. R.C.E. 58020 DATE ,
C80$I I b*m yu 44 ENGINEER I COUNTY �,Yo D L STO i" -
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TRACT 32627 TRACT 32627
__7UFEPT_!`P(FEET) CUT DEP H (FEETI, FILL DEP H (FEET) CUT DEP H (FEET)
LOT MIN. MAX. MIN. MAk LOT MIN, MAX� MIN. MAk
1 0 6,4 0 43 58 12 19 NIA N/A TYPICAL FILL SLOPE------VER
2 0 64 0 5�6 59 10.1 161 N/A N/A CUTSLOPE
3 0 10.4 0 3.6 60 7.3 13.3 N/ NIA Finish Grade
4 0 17�6 0 6�4 61 5.4 10,9 N/A N/A - I Fill Slope
2.
5 3.4 17.4 N/A N/A 62 1.9 5.9 N/A NIA
6 2.9 20�9 N/A N/A 63 1A 7.1 N/A NIA '39e of Fill Slope
7 0 11 0 2 64 1.9 7.9 N/A N/A per Plan
8 0 6 0 4 66 1A 8.9 NIA N/A
9 0 2.5 0 5 66 23 93 N/A N/A
10 N/A 4�6 27�6 4'Typical t
N/A 67 4.3 93 NIA NIA Top, t
1 N/A N/A 2.3 203 68 0 81 0 44.3 C luviurn
12 NIA N/A 2 16 69 N/A N/A 113 54.4
min.V16 Fat Creep Zone,
13 N/A NIA 6.4 33.4 70 N/A N/A 11.8 513 ........
14 N/A NIA 16.6 52.6 71 0 1&� 0 25.2
Minimum IS Feet Wide
15 0 12 0 17.8 72 0 10.1 0 34.9 or 1.6 Equipment
16 0 6.2 0 4,8 73 0 10 0 38 Widths for Compaction
. . . . . . . . Cut Slope
17 0 2 0 25 74 0 3.8 0 36�5
'Be k,� . . . . . . . .
18 N/A NIA 1.3 203 75 26 45 N/A N/A
19 NIA NIA 2 31 76 N/A NIA 243 43.8
20 N/A N/A 6 26 77 N/A NIA 7.6 40,6
21 0 5 0 4 78 4 23 N/A N/A
22 0 9.8 0 0.8 79 NIA NIA 0 28
23 0 17 0 6 80 N/A NIA 21�8 31�8
24 N/A NIA 6 18 81 N/A NIA 0 49.9
25 �/A NIA 10,5 22.5 82 N/A N/A 0 51.2
26 0 12.6 0 84 83 NIA NIA 0 53.9 TYPICAL FILL SLOPE
--T672- 0 7.8 SLOPE MIN,KEY MIN.KEY
27 0 84 N/A MIA 0 492
28 42 17�2 NIA NIA ---- 85 NIA NIA 01 28,9 HEIGHT WIDTH DEPTH CONSTRUCTION OF
29 2.6 15.6 NIA N/A 86 0 2�3 0 5.1 5 7 1 rANCHOR FOR TRENCH W1
30 0 15 0 19 87 0 5 0 9 10 10 1,5
15 15 2
20 15 2.5 I-SURFACE
SLOPING SIDE WALLS
31 0 6.4 0 21.6 88 NIA NIA 0 24.5
OVER PIPE
16.1
0 24.6 3
10.9 89 N/A NIA 0 .....
32 0
25 15
>25 SEE TEXT
33 0 113 0 1Y 90 0 7�5 0 11�5
34 0 7,3 0 2.9 91 0 92 0 1.8 CONTRACTOR TO VERIFY TRENCH 8.
WIDTH
35 0 1.2 0 U 92 0 10.7 0 U WITH SOIL ENGINEER
PRIOR TO CONSTRUCTION
36 1.2 9�2 N/A NIA 93 0 81 0 4.9
J' CLR.
37�_ 0 4�6 0 3.4 94 19 8.9 NIA NIA
38 0 1.1 0 13.9 95 0 1&5 0 0.5
A,
39 N/A N/A 4,2 22.2 96 0 16�6 0 10.4 . . . 3" CLR.
;t�P
j 0
0
40 0 4.1 0 25.9 97 0 18-1 0 13.9 3" CLR,
24.8 98 0 17.6 0 37.4
tKor, 12 ,
41 0 12,2 0 va "
k i�widt or pth
Me e h do
. . .. . . 14 BARS
12
ir�tab) e
b1163
42 0 21.2 0 7.8 99 0 11 0 48 cateo,
to
43 0 21,9 0 23A 100 43 153 N/A NIA OPT CONST.
44 0 11.3 0 34.7 101 9,1 18A N/A N/A JOINT (TYP.)
- 4-5 N/A N/A 9A 35.,4 102 11,6 18,6 NIA N/A No LE-S
46 0 11.2 0 19.8 103 7.2 16.2 NIA N/A
1. SLOPE ANCHORS SHALL 13E CONSTRUCTED AT 7'
NIA NIA 8.8 19.8 104 4,9 11.9 NIA NIA STANDARD GRADING VERTICAL
48 NIA N/A 113 2Z3 105 1,4 13.9 N./A. NIA 710E.Parkrid Ave, COMMON FILL GUIDELINES 2. CONCRETE SHALL BE CLASS 500-C-2500 CONCRETE
49 13,.3 0.4 NIA N/A 106 1,6 10.2 NIA N/A Suite 105
SLOPE KEYS
so 0 64 0 4 107 1�9 9 N/A NIA Corona,CA 92879 PLATE G-3
51 0 4.2 0 218 108 0 7.2 0 1
52 NIA N/A 9.9 48.9 109 0 5A 0 - 3-9 SLOPE ANC" HUR DETAIL
53 D 4�9 0 45.1 110 N/A N/A 0- 52 19 N.TS1
54 0 10.9 0 151 Ill N/A N/A 0.5 5 S LO" P E K E Y I N DETAIL
56 1 113 NIA N/A 112 0 0,6 0- 4.4
56 17.2 1 212 N/A N/A 113 0 4,2 0 - 0.8
57 152 23.2 NIA N/A 114 2.7 8,7 1 N/A NIA
L__11 5 0 13,2 0 3.8 51 TERRACE DRAIN
_T
" UT/FILL Lu"' T SUMMARY TABLE RAIL
WELD, WASHERS TO REMOVABLE GRATE
CURB OUTLET WELD WASHERS TO REMOVABLE GRATE B DOWN DRAIN
B DOWN DRAIN
3 1 PROVIDE 3/4-X2" NOTCH IN HEADWALLL
A A AND DOWN DRAIN TO RECEIVE GRATING DOWN DRAIN
3 1 -PROVIDE 3 4 X2 NOTCH IN HEADWALL
AND DOWN DRAIN TO RECEIVE GRATING DOWN DRAIN 41- ---------- OPE
A A EDGE OF 5` VARIES W1
TRAIL
R/W CONCRETE HEADWALL
5� VARIES W1 SLOPE
TR41L �4 GALV. 4 PERIMETER
CONCRETE
�41_�_ 27.
SUPPORT
1UPPORT BARS 1
HEADWALL ...................
14� - _0 -a--0 �,'6 -_-a---- 0 o___ BARS @ 9" o.C.-._,f
4 GALV. #4 PERIMETER o "o SAX'OP)
I
1UPPORT SUPPORT BARS 2% PR I �\\,-'
1 13 4" 2#` TERRACE DRAIN
-----------2'" CURB OUTLET LTERRACE DRAIN 4ft #4 GALV. BARS AT 3- O.C.
> ST[ WELDED TO GALV, #4 27. SEE CONSTRUCTION NOTES
1/11/0-21 9
EDGE OF 44" #4 GALV. BARS AT 3 0,C B SUPPORT BARS FOR PAVED DRAINAGE
R/W TRAIL WELDED TO GALV. #4 2% SEE CONSTRUCTION NOTES
A.I 1 *14 7. 1 FOR PAVED DRAINAGE T, RA DRAIN i6a
B SUPPORT BARS DEVICES HEREON 5'
10' 5f TERRACE DRAIN 3' 6� PLAN VIEW SECTION A-A
TRAIL SECTION A-A
SEE DETAIL TO RIGHT EXPOSE 1-1/4"
PORTION
PLAN VIEW EXPOSE 1-1/4" OF THREADED 2" 20" NOTES:
PORTION
ANCHOR BOLT
SEE DETAIL TO RIGHT 4 1. GROUND SHALL BE. PRE-WE1TED TO THE SATISFACTION
OF THREADED )a�,
2" NOTES: 4 -T
ANCHOR BOLT 3/16N OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF
-TYR. 1� GROUND SHALL BE PRE-WETTED TO THE SATISFACTION CONCRETE.
OF THE BUILDING OFFICIAL PRIOR TO PLACEMENT OF
4 2. MATERIAL FOR CONSTRUCTION OF 9VW-DWR%*U1DF_
CONCRETE. U BE CONCRETE REINFORCED WITH
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2. MATERIAL FOR CONSTRUCTION OF DOWN DRAIN SHALL , LD',.. ANDS�AFET
WELDED WIRE FABRIC. A"Ri 9D- y
BE CONCRETE REINFORCED WITH 6"XIS" W1.4XW1.4 1 DOWN DRAIN TO PIPE TRANSITION SHALL NOT
WELDED WIRE FABRIC.
BE USED WITHIN PUBLIC ROAD RIGHT-OF-WAY.
MAR 2 0
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3. DOWN DRAIN TO PIPE TRANSMON SHALL NOT 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER
BE USED WITHIN PUBLIC ROAD RIGHT-OF-WAY. FABRICATION.
FTER
4. GRATE SHALL BE HOT DIP GALVANIZED A R
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SECTION B-B SET IN CONCRETE (4 TOTAL)
ur"" 0 W N vDRAtNLTERRACE DRAIN TO PIPE TRANSIT10" N STRUCTURE-
AU URB OUTLET TRANSITIO' N STRUC"TURE 5 N.T.S.
18 D U`W N" D R""A I N T E R R E DRAIN T 0 _U BSD 1,70013
IP 070091 BGR 140014 (Ref. BGR 0703711 BMP 14- 0016
SEAL-ENGINEER HUNSAKER &ASSOCIATES BENCH MARK 1%M No.
FD. STANDARD U,S.G.S. BRASS DISK SET IN THE TOP OF A CONCRETE
IRVINE, INC
V
COUNTY OF RIVERSIDE L
UN"TY 0" F fr"'J"ER0 IDE
1 V41\1 MONUMENT STAMPED 1955, 5,1 MILES NORTH, ALONG A PAVED ROAD FROM
APPROVED BY: 'Amf "1 13
6419 �4=t INLAND EMPIRE REGION OF
R:
j THE MISSION SAN ANTONIO DE PALA, AT PALA, 6.1 MILES SOUTH OF TEMECULA,
2900 ADAMS STREET, SUITE A-15
RIVERSIDE CA 92504 (951)352-7200, AT THE SAN DIEGO-RIVERSIDE COUNTY LINE, IN SAN DIEGO COUNTY, 14� SOUTH ROUGH GRADING PLAN
PLANNING/ENGINEERING/SURVE�lNG/GDVERNMENT RELATIONS OF THE COUNTY LINE SIGN, 29.5 WEST OF�THE CENTERLINE OF THE ROAD, V
SHT&
TRACT 32627 M2
OF A TRACT ROAD LEADING NORTHWEST, 1.2'
R.C.E. EXP� DATE UNDER THE S VISIO 17.5' SOUTH OF THE CENTERLINE
1 , WEST OF A FENCE LINE, 1.7' NORTH OF A WITNESS POST, ABOUT 4 41/5 FEET
':'OR WO. COUNTY
MAELL T TPPR TE Feb 24, 2017 HIGHER THAN THE ROAD AND SET IN THE TOP OF A CONCRETE POST
KwW W�W-S owl -31-LDATE REVISIONS PAUL HUDDLESTON JR. R.C.E. 58020 DATE- PROJECTING UP ABOUT 6 INCHES. ELEV, = 1255.36 LS TERRACINA, LC 12595-2A TILE No.
"Ma ENGINEER COUNTY RECOMMENDED BY: DATE