HomeMy WebLinkAboutTr.32077_0002 R/w 80 R/w Q 1 v
PA
TERRACE DRAIN
4PLAN
r
40'
15' 10' 20' 20' 10• 15•
. 0 10'
4' s' TIC ELEV. 6' a, 4" 3 4"
6"BLOCK WALL W/ 70'"' 1'-0" FJ'
2'-0" p P L $4 REBAR 0 2'O.C. �? _ FINISH SURFACE MIN.
PAD ELEV. pS UNDERCUT PAD ELEV. / 2'HIGH SPLASH WAL
_� ,�2s I-2x� �x z E DRAINAGE OF SLOPE m
'. . EASEMENT(PRIVATE) GH
- --- ---------------- �� ':•: I - SH WALL
6'BELOW Y.C. 6'BELOW T.C. 3"CONC.OR `� LOT LOT ITION
UNDERCUT OF STREET I GUNITE W 6"X 6" ?,`~MI V-DITCH Fp\N• SW 1.4 X W 1.4 W.W.M. A! 1
r� UNDERCUT OF STREET FLOWLINE ELEV. I'-9-
STRADA LUNGA,STRADA DEL VILLAGGIO AND STRADA DEL PARCO I t I �/" AIN NGHOR
(PUBLIC STREET)R/W 56' R/W
36' 3'V-DITCH AND TERRACE TERRACE&DOWN
15, 10' 18' 1 18' 10' 15' DRAIN DETAIL SECTION"A-A" SPLASH WALL DETAIL DRAIN INTERSECTION SECTION"O-O"
4' 6' TC ELEV. 6' 4' I NOT TO SCALE NOT TO SCALE 2 NOT TO SCALE 3 NOT TO SCALE NOT TO SCALE
2•_O- - (SEE SHEET.5 AND 6 OF 7) SEE SECTION"D"HEREON
PAD ELEV, 2g UNDERCUT 2X 2R PAD ELEV.f- �_2X
. PA 20'GRADED ACCESS -
6'BELOW T.C. 6'BELOW LC.
i ROAD BY EVMWD�k NATURAL GROUND I,
UNDERCUT OF STREET w i 4'A.G.,PAVED _ _r T
UNDERCUT OF STREET 4' 3'0" 4° ?J -ALv
STRADA DELLA CITTA,STRADA BELLA,STRADA PIENA,STRADA CORTA, wP. 12"BEND
L 6•W 1.4 w w.M.X U`� 2 I 3 2' 3'
W
STRADA DELLA MONTAGNA , (PUBLIC STREET) I� 3' NATURAL GROUND h.
"' �� OR CUT SLOPE
R/W 90' .R/W FL 12" 1�2 6"CLASS B w
m, I CONCRETE GUTTER I N W1.41X W 14 WWM
66' _
BARS ^�;111 - 4"DIAi YfEPHOLES 0 6'O.C.
WHEN M EXCEEDS 3'
12' 33' 33• 12' ALL IMPROVEMENTS WITHIN ACCESS ROAD
z TO ELEV. i 9" DOWN DRAIN ANCHOR '
3" 6"x6"x 10x 0 WWM FLOWIJNE ELEV.
rL m 1• A _: CONSTRUCTED EVERY 10' = IS A PART OF EVMWD RESERVOIR M #1
.. UNDERCU�2x I 2Ry ry' wPw IN VERTICAL HEIGHT AND /4 BARS CONSTRUCTION UNDER SEPARATE CONTRACT 3'THICK CONCRETE
AT TOP A TEE OF DOWN PER PLAN
DRAIN
.i -
m UNDERCUT OF STREET DOWN DRAIN DETAIL SECTION"P-P" 5 SECTION"B-B" BROW DITCH DETAIL 8 2 FEET GUNITE DITCH DETAIL
NOT TO SCALE NOT TO SCALE NOT TO SCALE O SCALE NOT TO SCALE
LA STRADA ROAD SEE SECTION "P" HEREON (SEE SHEET.6 OF 7)
(FROM STA.36+28.60 TO 53+09.24)
ROUGH GRADE LIMITS e
R —BUILDING SETBACK HIGHER PAD
PARKWAY I R/W
F MD TH 17'AVERAGE ,
15'MIN. BUILDING
O
m FINISH GRADE PA D ELEVATION +A
a IS
RETAINING WALLS
ROUGH GRADE LINE PER SEPARATE PERMIT LOWER PAD
2.0'BELOW T.C. CURB OUTLET
SECTION"F-F" 6'TRANSITION 3'V-DITCH 6.
NOT TO SCALE T.F. '
ROUGH GRADE LIMITS
2 BUILDING SETBACK TRANSITION DETAIL TYPICAL RET.WALL
PARKWAY
U WIDTH 15'TO 20'(1T AVARAGE) 9 3'V-DITCH TO CURB OUTLET SECTION BETWEEN LOTS
15,MIN. BUILDINGS NOT TO SCALE NOT TO SCALE
o
m 1 FINISH GRADE PAD ELEVATION
3' 2'
c 10'MIN. I PROPERTY LINE
G K 'a CALCULATED&
ROUGH GRADE LINE G % MONUMENTED
5'MIN. 5'MIN.
2.0'BELOW r.c. 2:1 � 2:1 3' PAD ELEV. 1
R
DRIVEWAY ROUGH GRADING — — —FINISH GRADE THEORETICAL INTERSECTION OF
TERRACED LOT ONLY G
SECTION"H-H" q �. G 1., I 3 UDSILL 2:1 SLOPE WITH UPPER PAD
ELEVATION
NOT TO SCALE R � �G 19"Y I I ,ZQ�
10Z zos MAXIMUM SECTION"G-G"
ROUGH GRADE LIMITS I cv N iiii
IE BUILDING SETBACK t I TOP OF SLOPE BERM DETAIL
PARKWAY I "/ PAD ELEV, I R I SECTION"E-E" TYPICAL ON ALL FILL SLOPES>5'
WIDTH 17'AVERAGE ttt PAD ELEV.
U ee NOT TO SCALE NOT TO SCALE
VARIES 'MIN.VARIES BUILDING—� � E �Bf E 6.° ^� K K
g
FINISH GRADE 2'BENCH IF
I
d 2� % PAD ELEVATION
m � � I SLOPE HEIGHT>5 2
0 3, E
F.L,/SWALE - ONT YARD ROUGH GRADE N. 'BENCH IF
3'MIN. SLOPE HEIGHT>5'
ROUGH GRADE LINE F RADE PAD LIMIT H J VARIES 3'
2.0'BELOW T.C.
R I $
SECTION"I-I" R
-- — — W — MUDSILL
NOT TO SCALE F l /W MUDSILL —FIN SH GRADE e
"`111 b
Underground Service Alert H FINISH GRADE
HATCHED AREA DENOTES LIMITS 4R MINIMUM - a
OF DRIVEWAY ROUGH GRADING. 20%MAXIMUM 24%MAXIMUM AD ELEV.
Call: TOLL FREE
1-800
v� TYPICAL NON-TERRACED LOT TYPICAL TERRACED LOT SECTION"J-J" SECTION"K-K"
227-2600
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
i
TWO WORKING DAYS BEFORE YOU DIG
SOURCE OF TOPO SOILS ENGINEER ENGINEERING GEOLOGIST REVISIONS THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED BYi CITY OF LAKE ELSINORE 2
THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND pPOFESS/
STATE LAWS, AND A PERMIT CAN BE ISSUED. PACIFIC COAST LAND CONSULTANTS, Inc. --'
CIY1L ENGIN6SRING•——NING.—S t<IHNG INTERIM ROUGH GRADING PLAN
DIGITAL MAPPING ASSOCIATES, INC. PTMR C.CHAO 25096 JEFFERSON AVENUE,SUITE"D"
L319 C & ASSOCIATES 1319 C & ASSOCIATES No. 31538 m MURRIETA,CALIFORNIA 92562 _—�—SHEETS
985 KENDALL DR., STE. A-301 1319 CALLE AVANZADO 1319 CALLE AVANZADO TEL.(951)698-1350
SAN BERNARDINO, CA 92407 SAN CLEMENTE, CA 92673 SAN CLEMENTE, CA 92673 E, 12-31-08 uNDER THE Efi 1 OF: FAX(951)698-8657 TRACT NO. 32077 '
TEL: (909)88777966 FAX: (909)887-7986 PHONE: (949) 369-6141 PHONE: (949) 369-6141 ,Q1 -S o J? CIVIL `� t FILE N0. a
DESIGNED BY: DRAWN BY: KEN SEUMALO RCE 56915 DATE OF C1UF R v/1/� DETAIL SHEET
CHECKED BY: I PROJECT MANAGER: CITY ENGINEER RCE NO.31538 EXP. 12/31/2008