HomeMy WebLinkAbout821-2 5'MIN, P.L.
TOP/TOE OF 3 O S SPLITFACE BLOCK WALL SIDED SPUTFACE
F.L. SLOPE SHOWN T-OrCLEAR RETURN-SEE TYPICAL
1' - BLOCK WALL DETAIL
3'MIN.
ON PLAN O-IQ.TUB.III. -
5'MIN PICKETS W/3 1/2"CLR. 1 T
2 5 T
T
O 2N4"CAP -
j F.L.. BETWEEN _ 1• O GARAGE FACE
3-MIN, 2 11/2"SQ.TUB.STL
OPOSTS.CONT.WELD 4 LOCKABLE LATCH
13 @CORNERS&GRIND 1 BGGK WALL CAP O9'MIN. SMOTH. SIDE OF GATCOATED ONEEAR YARD
»2:1 MAx. 7 7i2'sO. TUBE STEEL - /-R.T.
ERTE PLAN & DETAILS t.
X4"TRIMTOPAND
PAD B'MIN LOR: y231- SHORELINE OR
3 APPROVED EQUAL
m m
GRAILS WELD ALL 8' 0" O.C. (MAX.) -BOTTOM
ELEV. 6"MIN. Z'/ PAD .CONNECTIONS& /---� /--� / / O6 1 XB'RIGHTWOOD
"`W ELEV. 6•MIN... _ . \l/ GRIND SMOOTH �_/ ,1:V /7 \ BIGHT(F OTT EDGES
1YMIN.-1 STORY 9'DlAx 19 DEEP 4 �/2'OC (`_/) \Y) J / 7 TIGHT(FRONT SIDE)OR
l O"MIN.-2 STORY 4%MIN-20XMAX f 3 / CONC.FPS. BOARD ON BOARD
then 2:GM'n"•20%MAX \ 7O 2-W BOLTED TO BLOCK Ln
12"MIN 1STORY
I� A. 18"MIN,-A2 STORY OB FINISHED GRADE g (]
SECTION f7H - A" 12 O9 HEAVY-DUTY FIXED PIN D
/ HINGES(2) �S
� � /
10 COMPACTED.SUBGRADE m m -
z
7'x4".DIAGONAL BRACE �
D
5' MIN. P•L 5'MIN. - W W FAR SIDE z
If a PROTO 11 SPUTFACE BOCK WALL / / 12 GROUTJOIN SOFSET MACHINE TBLOCK
PER SEPERATE PLAN & DETAILS WALL IN(3)LOcanDNS
3'MIN. F.L. 1 " F.L. 3'MIN was COLOR: /y�231- SHORELINE OR / 17 WITHTHRFADS POINTING
LOT N0. _ >z APPROVED EQUAL OUT TOWARD GATE AS `"3 W Z w
EXT 6 0< 6 :SHOWN ON ELEVATION u m A
J OF FOOTING TO
c3 Ld Va / / CONNRO.CTOR TO PROVIDE
BE DIMENSIONED 9 NOTE: f 5CAPPED HEX NUTS AND
m ON PLANS m W - COUNTER SINK INT02x4
1IT TYP. (10'MIN.) I 1.0'OR FENCE TO SE PANTED f -
PAD 6"MIN. LESS W/(1)COAT RUST �1 FULL I CMU LOCK
ELEV- \ 2RMIN RHMENIAND(2)COATS _ '{ Yd I 4 :_ �(. BETWEEN GATE AND FACE
n
4v n W OF GARAGE.CONSTRUCT
C MAX6"MIN:. ELEV, 6"MIN. d_ /_ ENAMEL.COLOR TO BE O O PAD N. SIMILAR TO ADJACENT
i z i z 12'MIN.-1 STORY T--
s -I .t\ ...SELECTED. -_ 2 " - BLOCK WALL.RETURN
F.F. ELEV. M 18"MIN. 2 STORY JJJ___ T
N
w PAD ELEV.3,MI M _ 2:1M X. a 10 NOTE:
4RMIN-20%MAX for 127MIN-1 STORY VIEW FROM FRONT YARD ALL WOOD TO BE
then 2RMin-20%MAX. 18"MIN.-2 STORY CO NSTRUCTEDOUTOF
A B (GATE SWINGS TOWARD BACK YARD) RIGHTWOOD MATERIAL:
E� J
G.F.F ELEV. B.S.L f,
SECTION B B" TUBULAR STEEL FENCE
a 1/2a=I'-O" SECTION �_---�PROTO 11 FOOTING PER INTERIOR WOOD GATE
SEPERATE PLAN & DETAILS ELEVATION
1. DEBURR, REMOVE ANY PROTRUSION AND SMOOTH ROUGHT AREAS. A DECOR477VESPLIT-PACEWALL
CU FACE• .» v DEWALN i S SECTION
�c DIRECTION of FLOW --�.i F'L 15'TYP 2. CLEAN AND WASH ALL SURFACES OF DELETERIOUS SUBSTANCES
10'MIN. . INCLUDING OIL, GREASE, ETC..
TYPICAL LOT FINISH GRADING SEE NOTE#4 d 3. PAINT WITH ONE COAT RUST INHIBITING PRIMER.
AT LOWER LETT m 4. PAINT (2) COATS SEMI-GLOSS ENAMEL FORMULATED FOR METAL
N.T.S. °R y4� anD SURFACES. COLOR TO BE FRAZEE #151 PADRE BROWN. 7N7I
R MIN' ELEV. B,M+IN RJ C3
1. SWALES TO BE CUT IN AT 1%MIN. 1 aH.
AT ROUGH GRADE AND PRIOR TO / r
BUILDING CONSTRUCTION. - \ 4 7 6 3 $ _
a C
2. A PAVED DRAINAGE SWALE, 12'MIN. o a C
TOP OR TOE OF 4XMIN-20XMAX fora' O 2x8'RIGHTVA')OD CAP '
CATCH BASIN&PIPE,OR OTHER SLOPE SHOWN ON PLAN then 2%Mi-20RMAX. 2 2-TOP AND BOTTOM RAIL
GFF= a Z
SIMILAR DRAINAGE DEVICE IS (D ELEV. GFF= GFF- z t-i1
REQUIRED WHEN A STOOP - 1'OVERLAP - O imx3'TOP AND BOTTOM TRIM ELEV' ELEV.
FIREPLACE OR PORTION OF c/+ cl, 2 3
THE BUILDING EXTENDS WITHIN SECTION "l. - C PLAN B'-O"QC.MAX Oq 1'X8-PREFINISHED HEMLOCK COVER (- C
MINIMUM ESTABLISHED DRAINAGE TYPICAL REARYARD GRADING USTRE
BOARD W VOVERLAP 5.
SETBACKS. O 7,3'MIDRAIL vi 1 L-2648 3 DO
P=ELEV. 5' 3L-3258 5' N m
3. SEE RIVERSIDEIV COUNTY STD.PLAN OB -4-SET IN B'Y2P DOMED MI 5' IN m
207 FOR DRIVEWAY APPROACHES. CONCRETE FOOTING ea^O.C. FT-�' MI F=�'
2L-291 6 FT=ELEV'
D
OT 8.SQUARE x 24'DEEP DOMED P=ELEV.
CONCRETE FOOTING
- FF=ELEV.
1/2'DIA X 1 1/Y STUDS GALVANIZED 2 7/8"D.D. OB FINISHED GRADE
03
Lj
PLACES 1-TOP,1- SOH,40 ASTN A53
MIDDLE,1-90TTOM)COUNTERSUNK ERAOE-B METAL POSfi - O9 COMPACTED SUBGRADE
NUT&WASHERMAX3/4'. .MAXIMUM B'O.C.: T SIDE n
OFFENCE
MIS FENDING W/1'OVERLAP D 1X8.FENCNG.W/1'.OVERLAP
NOTE
CONTRACTOR SHALL USE. - a PLAN 2684 PLAN 2916 PLAN 3258
GALVANIZED NAILS
THROUGHOUT --_CONTINUOUS 2X4 BOTTOM RAIL 2X2 NAILER BO1H9DE5 - p2X2 NAILER BOTH SIDES ALL WOOD MEMBERS1X CUT TO RT EA.SIDE REDWOOD.OR CIDAR
SHALL BE ROUGH SAWN
TYPICAL CARAWAY HOUSE PLAN
ALL WOOD SHALL BEPLAN VIEW TREATEDOR PAINTED SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS
(BOTH SIDES) 2PREDA5T CONCRETE OR
2'D FENCE BEVE EDEDGES,
R.O.W.WHERE
OCCURS
R/W EI 6 aw.16.51MILE 510m
\ ELEVATION I I I.. SECTION 5PUTFACE BLOCK
1/4'PER 1'
T 4
I � Aa vamcAL REeAR o
h (4 PER PILASTER) gog D
8"SQ_ B K4 REBAR H'TIES D
\ In 1 X INTERIOR WOOD FENCE Oo z
FIG. NO. 2 UP To 5' 1.
MORE THAN 5'h/2 MAX 5' 0- ^� •"\ Z
-SIDEYARDBLOCK WALL NOTE:3:1 SLOPE PERMITTED TO BEGIN AT R/W MIN. PLAN NEW NOTE: W OR RETURN PER DETAIL
FL SWALE C A HERERON. I.
SECTION'A-A APPLIES WHEN THE CONSTRUCT FENCES AND WALLS
DIFFERENCE IN PAD ELEVATIONS
EXCEEDS 1.0'. 3' z i ITT
�C IN-GROUND UTILITY HOUSINGS \� PER SEPARATE PERMIT A
2. SECTION"B-B'APPLIES WHEN THE FLOWLINE SWALE 1X MIN. TO
METER,CABLE N ETC.) �\
C DIFFERENCE IN PAD ELEVATIONS IS PAD TO BE INSTALLED FLUSH TO ALLOW PLANTER AREA I O SLOPE AWAY
1.0'OR LESS,&THE EXTRA DEPTH UN-OBSTRUCTED DRAINAGE FROM FOUNDATION AT A MINIMUM
OF FOOTING IS SHOWN ON THE 42�I OF 2R.PLANTS AND SHRUBS SHALL
GRADING&STRUCTURAL PLANS. ••.... - 2% 3' BE PLACED SUCH THAT THEY DO A ` ' CUNSTRUCTINN NOTES & QUANTITIES - TOTAL
•••••, 2R NOT IMPEAD THE FLOW OF DRAINAGE m ' •
FINISH SURFACE 3. IN NO CASE SHALL THE SWALE "• - -� AWAY FROM THE FOUNDATION / ,'.• _ - Np, DESCRIPTION QUANTITY UNIT
FLOWLINE BE LOWER THAN THE FINISH FLOOR
BOTTOM OF FOOTING WHITHIN SOD(IF USEDI SHALL BE INSTALLED PROPOSED WALKWAY
4'DIA CORE DRILL 5'FROM BLDG.LINE. FLUSH WITH ALE TO ALLOW _ PAD 4�= SPLRFACE BLOCK WALL PER DETAIL ON SHEEP 2 5,480 L.F.
OR BLOCK OUT AT UN-OBSTRUCTED DRAINAGE 2R
GRADE FOR DRAINAGE 4. PROVIDE 5'WIDE BY 1'HIGH BERM 2'-0' TUBULAR STEEL FENCE PER DETAIL ON SHEET 2 1,620 L.F.
OR EQUIVALENT ALONG THE TOP OF
C NOT USED
ALL FILL SLOPES OVER 5'HIGH. TYPICAL SOD AND UTILITY DETAIL IN GROUND PLANTER DETAIL
���6'HIGH INTERIOR P
SCALE:NONE ILASTER AND PLAN VIEW NOT USED
TUTS T4T5 WOOD FENCE PER DETAIL ON SHEET 1 19 943 L.F.
* SEE LANDSCAPE PLANS FOR COMPLETE PLANTING AND FENCE DETAILS �, b br 6-6•04 F
1..J WOOD GATE PER DETAIL ON SHEET 80 EA. z
BENCHMARK: REVISIONS: SEAL-ENGINEER PREPAREDB PREPARED BY: CRYOF LAKE ELSE EDIG /'_'- ERT USC AND GS BENCH MARK DISK IN CONCRETE A eI 8, 2006 HUNSAKER & ASSOCIATES �p��p�ry p� ��� 2
MONUMENT STAMPED D 307 1935,IS 38 FT WEST QpOfESSI�, G P IRVINE, INC rll�GRADING rl./'11\ OF
OF CENTERLINE CALIFORNIA HIGHWAY 74, 33 FT pAo HDODCFy,o�,( PAUL R. DDLESTON,JR.R.C.E.55020 EXP.6/30/O6 GATE INLAND EMPIRE REGION TRACT NO.25478-CARAWAY
DIAL TWO WORKING a" '+ 4 2900 ADAMS STREET,SUITE A-15 (/�
SOUTH OF POWER POLE 19319 CWT. « F RIVERSIDE CA 92504 (951)352-7200 LOTS 75-M LOTH 157 VO AND LOTS 209'213 6 v,,,)
BEFORE DAYS BffORE - N0,SEND THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE NTH PUNNING GINEERING RVEIINC GOVERNMENT RELATIONS
YOU DIG - YOU DIG " EXP,ep0/aB a /a /� / SHEETS
HEIGHT OF LIGHT ABOVE STATION MARK 3.28 FEET. `A m THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR P�p�FOR DETAIL SHEET
MARK DESCRIPTION BY APPR. DATE CENTEX HOMES
TOLL FREE 1-BDD-227-2600 +rf CIVOa ' CITY AND STATE.LAWS, AND A PERMIT CAN BE ISSUED. SCALE: 1"=30' W.O. FOR: F.B. FILE NO. C5
A PUBLIC SERVICE BY DESIGNED BY: BILL WALLANDER DRAWN BY:BILL WALLANDER OF CAUf x 1265 CORONA POINTE COURT z rnf-�
UNDERGROUND SERVICE ALERT ELEV.1425.76 NAVD 88 �� DATE:APRIL 2006 CORONA,CA 92879 0919-25476 CENTEX HOMES zI
CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: DONALD R.CAMPBE KEN A SEUMALO;, CITY ENGINEER R.C.E./56915 EXP.6/30/07 DATE TELEPHONE (951)479-9309 -