HomeMy WebLinkAbout907-2 LOT NO.
MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT DESIGN CRITERIA:
O 8X4X16 BEVELLED 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF
PRECISION CAP AVAIL. WALL ® WALL ® WALL ® +INCR FOR WIDTH& WIND OR SEISMIC LOADING
12'TYP. (10'MIN.) FROM ORCO BLOCK SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2. ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF
DESIGN CRITERIA: J. CONCRETE/GROUT STRENGTH = 2000 PSI ®28 DAYS.
COLOR: WHEAT 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2 TO 1 2'-6" 2'-0" 4. REINFORCING STEEL : GRADE 40 FOR/4 BARS AND
C 2. ALLOWABLE LATERAL PASSIVE PRESSURE= 150 PCF SMALLER& GRADE 60 FOR J5 AND LARGER
_ !1 i 1. SWALES TO BE CUT IN AT 1%MIN. J. CONCRETE/GROUT STRENGTH - 2000 PSI ®28 DAYS. 3 TO 1 NIA 2'-0" 5. SEISMIIC - ZONE 4, 5 KM FROM TYPE B SOURCE.
F.F. ELEV. = AT ROUGH GRADE AND PRIOR TO /
K K _ BUILDING CONSTRUCTION. 4. REINFORCING STEEL : GRADE 40 FOR 44 BARS AND 6. 1500 PSI MASONRY COMPRESSION STRENGTH.
PAD ELEV., SMALLER& GRADE 60 FOR 15 AND LARGER HALF STRESSES USED - NO SPECIAL INSPECTION REOD.
z. A PAVED DRAINAGE SWALE, 5. SEISMIIC - ZONE 4, 5 KM FROM TYPE B SOURCE.
CATCH BASIN&PIPE,OR OTHER
B SMIR DRAINAGE DEVICE IS 6x8X16 SINGLE SIDED 6. 1500 PSI MASONRY COMPRESSION STRENGTH.
REQUIRED WHEN A STOOP HALF STRESSES USED - NO SPECIAL INSPECTION REOD. 20x4x2O PRECISIION BLOCK NOTES.,
• FIREPLACE OR PORTION OF SPLITFACE BLOCK AVAIL.
THE BUILDING EXTENDS WITHIN COLUMN CAP AVAIL.FROM
G.F.F ELEV. B.S.L. MINIMUM ESTABLISHED DRAINAGE FROM ORCO BLOCK- 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4.
SETBACKS, L- SPLITFACE SIDE TO FACE ORCO BLOCK ORCO STD. PRECISION, SPLIT FACE, OR SLUMPED BLOCK
3. SEE RIVERSIDE COUNTY STD.PLAN COLOR: WHEAT MAY BE USED.
STREET NOTES:
C, a 207 FOR DRIVEWAY APPROACHES.
COLOR: WHEAT 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO
1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4. 2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A O
ORCO STD. PRECISION, SPLIT FACE, SLUMPED, OR MAXIMUM OF 1-1 2 GALLONS OF WATER PER SACK. m 44 VERT DROP-IN BAR ® WEDGELOCK BLOCK MAY BE USED 16X8X16 PLIT FACE - /
cU FACE° v° SIDEWALK PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE
40"0/C (36"0/C FOR 18" COLUMNBLOCK AVAIL.- �{
0' DIRECTON Oi ROW ' 11/V. F0 - 2000 PSI
< ti LONG CMU) 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO FROM ORCO BLOCK m Z
2-1/2 PARTS SAND TO 3-1/2 PARTS GRAVEL WITH A COLOR: WHEAT J. REINFORCING STEEL SHALL BE DEFORI ED AND 0
TYPICAL LOT FINISH GRADING MAXIMUM OF 1-1/2 GALLONS OF WATER PER SACK. CONFORM TO ASTM A 615 GRADE 40 FOR 14 BARS AND � z
6 STD JOINT PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE SMALLER, GRADE 60 FOR5 AND LARGER. PROVIDE 40
N.T.S. (4) #4 V RT DROP-IN BAR
REINFORCEMENT ® 24"0/C II/V. Fc = 2000 PSI BAR DIAMETER LAP FOR GRADE 40 REBA( AND 48 BAR
k (3 PLACES) PER UBC STD. 03
J. REINFORCING STEEL SHALL BE DEFORMED AND DIAMETER LAP FOR GRADE 60. N m
Q 21-10. USE 45 STD. FOR m
g SLUMP BLOCK CONFORM TO ASTM A 615 GRADE 40 FOR J4 BARS AND 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK
5' MIN. P.L. SMALLER, GRADE 60 FOR f5 AND LARGER. PROVDE 40 CELL IN WHICH IT IS LOCATED U.N.O. n
s'MIN. BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR /�I
3'MIN. F.L2'MIN. 1' Do DIAMETER LAP FOR GRADE 60. 5. CONCRETE BLOCK SHALL BE LAVED/ A RUNNING
BOND PATTERN WITH VERTICAL CONTINUA OF THE CELLS
SLOPE SHOWNUJ 4.REB4R SHALL BE CENTERED IN THE CONCRETE BLOCK Q UNO.
ON PLAN F.L CELL IN WHICH IT IS LOCATED.
3'MIN. J A 6. ALL BLOCK CELLS CONTAINING VER77 REBAR SHALL
9 5. CONCRETE BLOCK SHALL BE LAVED IN A RUNNING BE SOLID GROUTED.
2RMIN. BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS 3-1/2'CLR.
"2:1MAX.' UNO. ^ Z USE OBP TYPE S MORTAR PROPOR7TO�JEO USING UBC
PAD
LE ^ MIN. ,7 PAD TABLE NO. 21-A. i PART CEMENT TO 1/2 PART LIME TO
ELEV' SIN. k ELEV, ..s�MIN 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL
1 BE SOLID GROUTED. 4-1/2 PARTS'DAMP, LOOSE SAND.
12"MIN.-1 STORY - '
16"MIN.-2 STORY 4RMIN••2oRMA%for 7- DOWEL ® 40"0/C 7, USE OBP TYPE S MORTAR PROPORTIONED US/NG UBC B. GROUT FOR CONCRETE BLOCK 7a) BE / PART CEMENT
than 2RMin-20RMAX. 36"O/C FOR 18"LONG CMU) TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8"
12"MIN.-1 STORY
TABLE NO. 21-A. 1 PART CEMENT TO 1/2 PART LIME TO '�
t EXCEPT BERMS LESS THAN 1' HIGH PEA GRAVEL If WEATHER CONDITIONS ARE FAVORABLE AND
MAY BE CONSTRUCTED AT 1 1/2 TO 1 18"MIN.-2 STORY 30" 4-1/2 PARTS DAMP, LOOSE SAND. (4) #4 DOWELS W/ 24' BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO
MIN, ACCOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO
"* EXTRA DEPTH OF FOOTING TO BE 9� 9" 6. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT EXTENSIO INTO CMUJ PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF
DIMENSIONED ON PLANS TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8" THE CONSITUENTS.
SECTION ffA - Alf PEA GRAVEL /F WEATHER CONDITIONS ARE FAVORABLE AND EQUAL EQUAL
EVEC GRADE BOTH SIDES BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO
2 2 9. BLOCK STEM MAY BE WET-SET 1-1/ "INTO THE
$ ALLOW GOOD GROUT FLOW). WATER SHALL BE ADDED TO = FOOTING WHILE THE CONCRETE IS PLASTIC.
PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF
THE CONSITUENTS v 2 10. FOOTING MUST BE POURED ON OR I TO UNDISTURBED
_ 1 MAX. NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM
P.L. 9. BLOCK STEM MAY BE WET-SET 1-1/2'INTO THE _ COMPACTION OF 90R O
5'MIN. 5'MIN. I I DD
FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM
MAY BE PLACED TO EITHER EDGE OF THE TRENCH TYPE - 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES
3'MIN. FL 1 F.L. 3'MIN. 4 HORZ CONT. FOOTING. T- I I- ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS
M v #4 HORZ - 24' LONG E.W. m
EXTRA DEPTH 6 6 N Z O= @ PAIR OF #4 DOWELS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE
of FoonNc To 1 10. F0077NG MUST BE POURED ON OR INTO UNDISTURBED ti, ti REQUIRED VERTICAL IS IN PLACE AND THE BLOCK g'
BE DIMENSIONED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM F ti PILASTER IS READY TO GROUT. z
ON PLANS LESSOR COMPAC7ION OF BOX. A =a c
PAD '"6"MIN. V RpFESS1
ELEV. 2RMIN. 11. FIRST INSPEC77ON TO BE AFTER FOOTING TRENCHES I OO Q Oyq N 3 DO
*2:1MAX.' S'AD "6 MIN._ ARE READY FOR CONCRETE AND ALL REQUIRED STEEL lS :� W �9 m
12"MIN.-1 STORY �V 6"MIN. EL TIED IN PLACE. SECOND INSPEC7ON TO BE WHEN THE ti Ua �Q•
18"MIN.-2 STORY 1 -10'" CONT 5' TD DAYLIGHT
2RMIN. REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS
2nMIN. i READY TO GROUT.
SEE CHART H
4RMIN�20RMAX for 3' 12"MIN.-1 STORY A
then 2RMin-20RMAX. 18"MIN.-2 STORY 12. MAXIMUM CONTROL JOINT SPACING. 40' 0/C OR 20' �' z rn
* EXCEPT BERMS LESS THAN 1' HIGH 0/C IF THE WALL IS TO BE STUCCO COATED. iy 1C319!200
R8
MAY BE CONSTRUCTED AT 1 1/2 TO 1 /W Ex* P•
•' EXTRA DEPTH OF FOOTING TO BE SECTION FFB _ BFF 2'-6'sQ, J+ tie
DIMENSIONED ON PLANS h T9 CIVIC-
1/4"PER1' lF OF CA015O�
P.L h , * SEE LANDSCAPE PLANS FOR COMPLETE
6 HIGH ORCO PERIMETER WALL 1 PLANTING AND FENCE DETAILS * V-4" HIGH ORCO 16" SQ. PILASTER
h X WALL PER SEPERATE PERMIT u i5
F.L. UP
12'ttP, i FIG. N0. 2 WALL PER SEPERATE PERMIT NI`,
1O'MIN. � MORE THAN 5'h 2 MAX 5' TYPICAL HOUSE PLAN ( )
NOTE:3:1 SLOPE PERMITTED TO BEGIN AT R/W
ONE FNG.T2 AT 9 SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS
LOWER LEFT oa
1. SECTION"A-A"APPLIES WHEN THE j
W 2:1AD DIFFERENCE IN PAD ELEVATIONS
U 2R MAXM ELEV. ..6-MIN._ EXCEEDS 1.0'. £
2. SECTION"B-B"APPLIES WHEN THE I
ACDIFFERENCE IN PAD ELEVATIONS ISNn nr1MIMIN. 1.0'OR LESS,&THE EXTRA DEPTH
TOP OR TOE OF 29.MIN.,4R MAX. OF FOOTING IS SHOWN ON THE
SLOPE SHOWN ON PLAN GRADING&STRUCTURAL PLANS.,
} 1 R-2266 4R-3487 SIDEYARDBLOCN WALL
' EXCEPT BERMS LESS THAN 1' HIGH 3. F WL CASE SHALL THE THAN
3R-3206 S'MI 0R RETURN PER SEPERATE _ CJ
E BOTTOM
NE BE LOWER THAN THE P= ELEV. P= ELEV. PLAN. y - >
$ MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION ff^ - ^ff 801TOM OF FOOTING WHITHIN 2R-271 O P= ELEV. FL SWALE D
1, l., s'FROM BLDG.LINE. FF= ELEV. P= ELEV s'MIN. FF=ELEV.
•' EXTRA DEPTH OF FOOTING TO BE FF= ELEV. _
DIMENSIONED ON PLANS TYPICAL REARYARD GRADING 4. PROVIDE 5'WIDE BY V HIGH BERM 'MIN. _ FF=ELEV. m
OR EQUIVALENT ALONG THE TOP OF (D z
N ALL FILL SLOPES OVER 5'HIGH. .. z J z
O
_ GFF= Z C
s R GFF= GFF= ELEV. ELEV. FINISH SURFACE m co
3 IN-GROUND UTILITY HOUSINGS ELEV. ELF. ELEV z m
(WATER METER,CABLE TV ETC.)
FLOWLINE SWALE 1%MIN. PLANTER AREA TO SLOPE AWAY
PAD 4%MAX. UN O INSTALLED FLUSH TO ALLOW FROM FOUNDATION AT A MINIMUM , 71 441DIA.. E DRILL o
UN-OBSTRUCTED DRAINAGE OR BLOCK OUT AT
4�= OF PLACED
PLANTS AND SHRUBS SHALL GRADE FOR DRAINAGE n
a 2R 2' BE PLACED SUCH THAT RUBY DO
• '• •••��, NOT IMPEAD THE FLOW OF DRAINAGE Z Z Z
N E '''' ... 2Ry AWAY FROM THE FOUNDATION f f € DRAINAGE THROUGH WALL DETAIL
N$ FINISH FLOOR 1
o SOD IF USED1 SHALL BE INSTALLED PROPOSED WALKWAY N N N N SCALE:NONE
FLUSH WITH SWALE TO ALLOW PAD 4�=
g UN-OBSTRUCTED DRAINAGE 2
IN GROUND PLANTER DETAIL
TYPICAL SOD AND UTILITY DETAIL NTS PLAN 1 PLAN 2 PLAN 3 PLAN 4
6 NTS
hip Rv
a8 - ERTBASIS OF BEARINGS: BENCHMARK: REVISIONS: SEAL-ENGINEER PREPARED BY: PREPARED BY: CITY OF LAKE Ei 8W0FiE
THE BEARINGS FOR THIS SURVEY IS USC AND GS BENCH MARK DISK IN CONCRETE "/ c HUNSAKER &HUNSAKER & ASSOCIATES
`gMGA MONUMENT STAMPED D 307 1935,IS 38 FT WEST May 24,2007 ® PRECISE C>fiADING PLAN
�= THE CALIFORNIA STATE PLANE RpOFESSt�• IRVINPI ANC OF
COORDINATE SYSTEM, ZONE 6,NORTH OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT ,"o a W1ODtf4,k� PAUL R.NUDD TON,JR.R.C.E.58020 EXP.8/30/08 DATE INLAND EMPIRE REGION TRACT NO.32503
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TWO WORKING AMERICAN DATUM 1983,AS SOUTH OF POWER POLE 19319 CWT. ��s °� RIV2900 ERSIDE AMSCA STREET.SUITE A-15 PHASES 3-5 5
DAYS BEFORE DETERMINED LOCALLY BY THE LINE HEIGHT OF UGHT ABOVE STATION MARK 3.28 FEET. z No.58020 `A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVE4NG/GOKRNMENT RELATONS SHEETS
YOU olc o F]P.6/30/08
wE BETWEEN NGS CORS STATIONS"ESRW THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR
a_ TOLL FREE 1-800-227-2800 AND"PPBF",BOTH AS PUBLISHED ON ELEV.1425.78 NAVD 88,HWY ELEV.1423.31 NGVD 29 MARK DESCRIPTION BY APPR. DATE . / ����FOR CENTEX HOMES r n
�� 01y11 a` CITY AND STATE LAWS,AND HAVE BEEN FOUND ACCEPTABLE. SCALE: 1"=20' W.O. FOR: F.B. FILE No. d `�J
N A PUBLIC SERVICE BY NGS DATA SHEETS, BEING N31'30'44"W NOTE THE H:RTlCAL DAJUM FOR THE ROUTE 74 DESIGNED BY:ARTEMIO BARRERA DRAWN BY:ARTEMIO BARRERA f OF cAtlfoe 1265 CORONA POINTE COURT
�x UNDERGROUND SERVICE ALERT (EPOCH 2O00.35). PROECT IS 2.45 FEET LONER THAN THE WR77CAL �� p(�� CORONA,CA 92879 0919-32503 CENTEX HOMES �l
DANM FOR THE TRACT IMPROVEMENT PROJECT CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: CHRISTOPHER PITZER DATE: May 24,2007 TELEPHONE 951 479-9300 Fn
KEN A.SEUMALO CITY ENGINEER RCE 56915 EXP.6 30 07
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