HomeMy WebLinkAboutTR353371-1, -2, -3, -4 & -5 RGP pg.4 *-IF NOT NOTED ON FG ELEV -
6" 1.5' 3 1.5' 6' PLAN.FG=PAD ELEV FG ELEV
V PEI,PLAN*
_ _ R PR PLAN* rPAD
Q13 962 ®24"O.C. GROUNOL a - 7' 1' �'-- 20'MAINT. 8.96' � ,j SLO�-
8'X6X16"CRC. R _ ,�. _T ____ .1, — EASEMENT __ 2' ACCESSBLOCKS, GROUT ALL ' 1'r iALTERNATE WIDTH AT STEEPER 6" 1 - °_° 13 1 Max• \, \ PAD 50-3 1 PAD LlM/TJLIMIT
CELLS SOLID ORIGINAL GROUND SURFACE 6'X6'X10'X70'W.W.M. i _ ACCESS _ 2'• Y PAD 49-3
.,� ROAD 2:� m
IMBED 2'MIN.INTO / - -H - LOT N (TYP)
FRESH CONCRETE / �,. -\^ i `, 3' 2' PHASE NO..(TYP)
/ _ 1
/ • DOwNDRAIN/yD/TCH NOTtx 39'1 40.1 41-1
I.CONCRETE SHALL BE CLASS 560-C-3250(AIR BLOWN SHALL BE CLASS 600-B-3250) / SLOPE MAINTENANCE ACCESS M S/DE YARD RETAINING WALL N SLOPE MAINTENANCE ACCESS PAD ELEVATION PAD QEVADON PAD ELEVATION
6' _ ' 2 RONFORONG SHALL E 6X6'-W.4 WELDED WIRE MESH(W.W.M.)R APPROVED EQUAL NTS NTS NTS PER PLAN PER PLAN PER PLAN
3 GROUND SHALL BE PRE-WETTED PR SOILS ENGNEERS DIRECTION PRIOR 70 PLACEMENT OF CONCRETE
6 X6"- FL E1£VA77ON 4.DOWNDRAINS SHALL BELOCATED/N FACE OFTHE SLOE IN SUCHA MANOR AS 70 A A
LENGTH OF WALL IS 4'UNLESS 1.01.4 W.WM. . SHOWN ON PLAN MINIMIZE IIS WSIB/UTY.AVOID DRAINS/N THE MIDDLE R SLOPE OR RIDGE R SLOPE.
N07ED ON PLANS WERE POSSIBLE,USE THE VALLEY BETWEEN SLOPES FOR LOCA77NG DOWRAINS 15' U M �
N PAD LT
ACCESS � 1 --L� IMI -
SPLASH WALL INTERCEPTOR DRAIN DOWN DRAIN/V-DITCH 75,
A N75 B NTS kC,FNTS PAD 56-3 I 2.0% PAD 77-_1
PAD 55-3 � Z7 GRADED AREA ^-- --y
3•�\ C) FUTURE CURB FACE
WIDTH OF TERRACE DRAINS AS SHOWN ON PLANS SLOPE FINISHED SURFACE SLOPE FINISHED SURFACE PLAN VIEW
Q2=6' 0=12' A 12'BEND 6" 3' _NTS
5' 0 SLOPE MAINTENANCE ACCESS P PAD TO GRADED AREA
IDP� 6'X 6 W. 4 X WL 4 \. TUTU NIS o
24' �5 1� (W.WM.) TEMP 1 FT HIGH 7.�
BERM(YP PER �2 o
_ FL ., i io DETAIL HEREON o4 '7
I0PE M , ,, -- N �' BARS •. .f i i o
Z'•� 8', � i R/W PAD E PLANK
3"CLOP.
3"CONCRETE R GUNITE WITH i' (TYP) �' 20'BENCHRIW PAD 40-J_ ` - \ ,\ 2•X
6 X6'W.W.M. OC DOWNDRA/N ANCHORS CONS7RUCTED .�� - -^ - - ,Jj•4 PAD ELEVATION
EVERY 10'IN VERTICAL HEIGHT AND �'� - 2.0$ ELS/NRE 1 ?� 1 "r PER PLAN
AT TOP AND TOE OF DOWNDRA/N �-�+- pX• HILLS RD. -
N07E. BEELESS THAN 5%NOR MORE THAN 12$LONGITUDINAL DRAINAGE SLOPE L NOT 8" GROUNNA D T M \ 20%
/4 BARS _ \\ \ STREET ROUGH SECTION A A
o A TERRACE DRAIN SEC ION AA 11 Q A ANCHOR NTS
FOR S/DEYARD GRADING WERE PAD DIFFERENCE IS GREATER THAN 1.0'
NTS DETAIL
NTS
EL51NORE HILLS RD. TO NATURAL GROUND R S/DE YARD TO STREET RETAINING WALL
DOWNDRA/N
To' 3'MIN PER DETAIL B Q NTS NTS DDWDRA/N
MIN i SHOWN HEREON FL/N TERRACE DRAIN R a
18"TALL TERRACE R/N (ELEVATION PER PLAN) TEMP 1 Fr.HIGH
18"TALL SPLASH WALL R y a
SPLASH WALL DRAIN DOWNDRA/N ELEVARGV
FG PER 2 PER PUN i ,� BERM(HER PER o
PLAN g g 300 LB c a, MPX. DETAIL HEREON � a
N N RIP RAP y e SEE N07E BELOW FORSPACING 1.5 6'-12'TERRACE DRAIN 2 \ 0 0
EXISTING SLOPE
I'Ml PER DETAIL D' PAD ELEVATION oW
�W 9 I 5' PER PLAN
AWIDRAL.i o W LANDSCAPING 5' FL IN FINISHED 2•
\ POOR DETAI o m 300 LB a�aiiE Q - PX \ ,-• 9k
i_" &m SURFACE � 4f
\� SHOWN HREON y2 W RIP RAP =_-_ Z VARIES y ,L.�M SOME AREAS HAVE MORE PAD ELEVATION
FILTER FABRIC 5'-T r THAN ONE TERRACE DRAIN PER PLAN, _-
(GEOTEXTILE FABRICS) j m' ANCHOR 6" MPX SECTION B-B
yti UN S OTHER E 7RANS111ON FL INTRSEC77ON 2� -\ 1 NTS
.'ti \ NATURAL,--
�NNTNS NOTED - PAD TO PAD GRADING OVER 30' ROUND
PLAN VIEW DOWN DRAIN IN DO
F
/Y IN WNDRA/N $ NTS
DOWNDRA/N ANCHORS CONSTRUCTED
RIP--RAP ENERGY DISS/PATOR NTS DOWNORA/N EVERY 10'IN VERTICAL HEIGHT AND R/W
NTS ,Wp1OR - = AT TOP AND TOE R DOWNDRA/N 10'7RAIL/10'7RA/L/ACCESS ROAD/15'ACCESS ROAD/ I PAD ELEVATION
Rom' _ _ 8. 25'DRIVEWAY-SEE PLAN PER PLAN
10'UNLESS N07ED TOP OF WALL PER DECOMPOSED RANITE
OTHERWISE ON RETAINING 1 RETA/N/TUG WALL PLAN 3 SECTION B-B — 2Z
WALL PLAN NIS _ 4• w Q MPX'
2 COURSE MIN. DOWDRA/N - c�i5
ABOVE GRAD
B CONSTRUCTIRRACE EXTEND WIRE W.W.M. -I —III= =III _I =_� S�GRAD�R,
PLAN VIEW DRAIN PER(0 AND�EN CK RINK ONE = -I I 1 SECTION CC
ECRON TOP OF FOOTING PER NTS
Y NIS
SCnO
RETA/N/TUG WALL PLAN
TYPICAL RETAIN/TUG WALL END QUAIL E TERRACE DRAIN AND DOWN DRAIN INTERSECTION T END OF TERRACE DRAIN U DECOMPOSED GRANITE-TRAIL/ACCESS/DRIVEWAY RI,
/yT$ NOTE. RETAINING WALL PER SEPARATE PERMIT NTS NIS NIS 10'
6' 3. SLOPE RN/SHED SURFACE 2' ~
15120'WIDE A.C.PAVED ACCESS ROAD
H=Hx2+1' H=Hx2+7' .I 2 I EXISTING ROUND a PER PLAN
PIPE SIZE DOWN DRA/N o PAD ELEYARON
PROPOSED A.C.PAVING
DOWNDRA/N PER 2$ VARIES
PER .D. PLANS I DETAIL SHOWN END R CONST.PER h Q
i HEREON MASS GRADING PLAN a 3' ^J G
'/ io - — �'• 2 STREET ROUGH
INTERIM END OF SAND BAGS FUTURE EXTENSION % 'x 6-x Na/10 �- — — — Q 1'� i \ �o ,�\;'GRADf���'�`�
DO WNDRA/N FADING I R DOWN DRAIN = IT=iiii i
�,;; =1 =1 j I_ITT - SECTION D-D
FUTURE EXTENSION SAND BAGS - -III COMPACTED NA 77VE \ 1` \ NIS
VARIES OF DOWN DRAIN
PER SEPARATE PLAN \
TOP VIEW AND DOWN DRAIN TO \ RECTANGULAR CHANNEL 15'/20'W DE AG PAVED ACCESS ROAD TOE OF SLOPE LNTC s Xfi XlO`X70"WWM.
NIS PIPE TRANS/7ION i ') NI5 V NTS w NTS
FUTURE PIPE�y -r---- R COMPACT TO 907 MIN
FINISHED GRADE PER SEPARATE PLAN _�_a /4 GALV..SUPPORT �0 36'CONC. CHANNEL 36p p I RELATIVE COMPA77ON
PER PLAN ) BARS®10'O.C. /
`�, �'> TRANS REBAR
z i,% CONC. CHANNEL/ TRANS V-DITCH �� 8'O.C. 71P. 6' PIPE 6'
2:1 MAX ( ) D/A. 20' 2'
V-DITCH PIPE PAD ELEVATION
PIPE 814"RERATYP. 10' 10' BENCH 1 51 PER PLAN
H=PIPE D/A.+1' `-` ,
PIPE SIZE c.�c> FUTURE PIPE FLOW
_ PER SD.PLANS o e PER SEPARATE ��W SOW P/Pf
---_ _ PLAN 1 FLOW
H=PIPE DIA+I' � 2:1 SLOPE MAX
`� SUPRPAD
TOP wEw SECTION VIEW 1 —� \ , _ _ �r4o BERM DETAIL
NTS NTS A REBAR® A 14 RERAR® ^� _ F Nrs
300 LB RIP-RAP CONSTRUCT HEADWALL PER O.C.�. 8"O.C. (TYP.) `
CAURANS STD.D89 WELD WASHERS TO co
27'THICK REMOVE RAZE PLAN 44 GALV BARS® SECTION"AA" s" SECTION B.B.
S�nONS INTERIM CONDITION- (z TOTAL) 4'O.C. WELDED N.T.S. N.T.S.
N.Ts #4 SUPPORT BARSS TYPICAL LOT GRADING
HEADWALL DETAIL DOWN DRAIN TO FUTURE PIPE I/ TRANSITION FROM CONCRETE CHANNEL/V-DITCH TO PIPE DRAINAGE SWALE PER FUTURE PRECISE GRADING PLANS
H NTS NTS ,1 N.T.S. X NrS
MARK REVISIONS APPR. DA]E THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY: SEAL "AS BUILT" SHEET NO.
COND177ONS OF AND/R CITY AND STA7E LAWS AND HAVE BEEN ENGINEERING J57 N.SHERIDAN STREET QRopE�IDN CITY OF LAKE ELSINORE 4
FOUND ACCEPTABLE LAND PLANNING CRONA17CALIFRNIA 92880 ,�� ��S�W NgDpFy� RENEWED BY RCE EXP. DAZE ROUGH GRADING PLAN
95
SURVEYING FAX(951)279-14380 °e 7�essa, 9�A FOR TRACTS 35337.1135337.1,35337.3,
Q Engineering,Inc. * * INSPECTR DATE 35337.4 AND 35337.5 of 25 sHTs
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KEN A.EUMALO,RC£No. 56915 DAZE aT oFi
CITY ENGINEER •��/J-/-s cnX\po
E DATE.' _ DETAILS
CITY R LAKE ELSINRE FARRIS N.HADDAD R.CE NO.65931 DATE
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