HomeMy WebLinkAbout802-2AGENERAL NOTES:
R/W 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
R/W
10'
PL
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
10' 1 59 5 Z p PEv A-ON
3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.
5' 5' 6" CURB AND GUTTER)
SIDEWALK LANDSCAPE GB
DEPRESSED CURB AND GUTTER
A
Q
4. MINIMUM SIDE—YARD: 5'.
d ° <' ° ° e - -y' 6" CURB 0 ' p' 5. NO DRIVEWAY SHALL EXCEED 8% GRADE, WITH A VERTICAL CURVE AT GARAGE.y
SWALE 1 MIN. CL
z z z 6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE
CLASS "B" CONCRETE 1 2% MIN.
FL ELEV PLANS UNTIL HE HAS OBTAINED FROM THE OWNER'S ENGINEER OF RECORD,5 FL ELEV 6 207 MAX. A COPY OF THE "GENERAL SPECIFICATIONS" FOR THE PROJECT AND HAS HADN
0.1'DF*
A PRE—CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER.
SECTION X—X SECTION A—A
EXTRA DEPTH OF FOOTING
5' MIN.
7. POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN
N.T.S
N.T. PER DETAIL HEREON T EXPANSION INDEX HIGHER THAN 50 U.N.O. EXPANSION INDEX TO BE r•
DETERMINED FOR A
C
H
DRIVEWAY APPROACH DET
EACH LOT AFTER ROUGH GRADE).e
Q F.F ELEV. PER PLAN m5MIN. 8. CONSTRUCT 4" PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER
mcnPADELEV. PER PLAN
EVMWh'D STD. NO. S-14. SLOPE 2% MINIMUM, TYPICAL ALL LOTS. oDETAILA
2 MIN.
20% MAX. J GPRIVATESTREET) 9. INSTALL SEWER CLEANOUTS, AT 100 INTERVALS AND AT ALL ANGLE POINTS. i2 A _
3' MIN. 3' MIN. 3 10. CONSTRUCT 1" COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE,
G
TYPICAL ALL LOTS.C
0.5'DF
R ABBREVIATION: 11. INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD
ol cu
FL ELEV 0 FL ELEV NO. S-12 ON LOTS SHOWN ON SHEETS 3 THRU 13. ru
z m
6' WOODEN FENCE 10'R. BW BACK OF WALK cn
5' 5' DF DEEP FOOTING
5 MIN 5 MIN LANDSCAPE SIDEWALK a FG FINISH GROUND
FL OF PIPE 1/2" 1 1/2 MIN. COVER o FL FLOW LINE
3' MIN 2' MIN 2' MIN 3' MIN ABOVE GUTTER 1 FF HOUSE FINISH FLOOR
6"
FLOW
LINEF D 3 PVC 2%3" PVC J ° ° A ° FS FINISH SURFACE
8° MIN.
8„ INVERT ELEV. 2% I R W F4G GB GRADE BREAK
PER PLAN GFF GARAGE FINISH FLOOR
111N• HP HIGH POINT
PAD
2Z MIN 2 2 1 20% MAX• r , , J
z
o INV INVERT
2O9 MA MAX Mqk PADf r°
v
N MIN MINIMUM
X.
S TREE T SL OPE6MIN. N.T.S.NOT TO SCALE
9"6" 9"STREET SLOPE PCC PORTLAND CEMENT CONCRETE
PL PROPER TY LINE
CURB DRAIN THRU WALK X A PVC POLYVINYL CHLORIDE PIPE
SECTION 'C—C' 7 T S R/W RIGHT OF WAY
6" MIN. FROM FLOW LINE TO BOTTOM OF FOOTING SECTION D—D TC TOP OF CURB
WHEN FLOW LINE IS CLOSER THAN 5' TO HOUSE TYPICAL L 0 T DRAINAGE TG TOP OF GRADE
N.T.S. TYP TYPICALNOSCALE
CONSTRUCTION NOTES QUANTITIES
MI1. O CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2
MIN. 50,565 SF
c,
O CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS PER SEPARATE PERMIT 2,824 LF 0FINISHFLOOR
a
y a°3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPEC. (PER SEPARATE PERMIT)104 EA
m oP
1 °
m o
00 e 0
SAND y BLOCK WALL DRIVEWAY SLAP FLOW LINE 4O REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE 104 EAPADGRADEORIGINALGRADEBYSEPARATEPERMIT)PER PLAN
MIN. OMIT 1 BLOCK O CONSTRUCT 4 PCC SIDEWALK PER LANDSCAPE ARCHITECTS SPECIFICATIONS (W=4)9,328 SF
DEPTH OF FOOTING
Q 4
FOR FLOW 2• Jo \ P zREQUIREDqFINISHEDGRADEII; 7 2 ° I_6 INSTALL 6 SQ. NDS GRATE INLET NO. 05 GREEN PER DETAIL HEREON
20 MIN. i i— 'f'f 20 i i -1 O GREEN) 39 EA
CEXTRADEPTHOFMqX1 F.G.
1!I i 1. 11 =i.!!;! O7 CONSTRUCT 3 PVC PIPE WITH CURB CORE (INVERT 1/2 ABOVE FLOW LINE) PER COUNTY OF RIVERSIDE STD. PLAN NO. 310 882 LFFOOTINGREQUIREDL
4
Ln
PER PLAN
cD THICKENED EDGE FOR CONCRETE DRIVEWAY SLAB PER DETAIL HEREON 24 EA m m
8
6» MIN. COVER
EXTRA DEPTH FOOTING FOOTING
rNOSCALELEGEND:
NOTE. THICKENED EDGE FOR
SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH DETAIL A CONCRETE DRIVEWAY SLAB CURB AND GUTTER 622% PROPOSED SPOT ELEVATION
FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID 2
N.T.S. 8 FSHOUSESANDCONSTRUCTEXTRADEPTHFOOTINGSASSHOWN. N.T.S. RIGHT OF WAY
6,
f STREET LIGHTPROPERTYLINEY.
EASEMENT LINE 15 6 LOT NUMBER
PROPOSED SLOPE
1/4" GRATE 2.3% STREET GRADE
OPENING 605 FINISH CONTOUR ELEV.co
i WATER METER
R LIMI TS OF PAD
AIR CONDI TIONER
5 (MIN.) INTERCEPTOR DRAIN
R APPROVED 39"f HOUSE
W WATER MAIN
ELECTRIC TRANSFORMER
16 WIDE COLUMN TO MATCH
LATCHED 1 i\•HANDfCAP RAMPPERIMETERWALLCENTEREDONP.L. 6 FINISH GRADE S SEWER MAIN
5' (MIN.)
CURB INLET CATCH BASINHOUSE39"f DRAINAGE SWALE
HOUSE 39"t 1 39"t 100.o H.P.
FIRE HYDRANTktrz'
HIGH POINT OF SWALE00HOUSE
00
p b -
3 —7 8
µ/`s4
DEEPENED FOOTING 1' DF DEEP—FOOTING
42" WIDE WOOD GATE TO PIPE BLOCK WALL (PER SEPARATE PERMIT)
00 0o A
MATCH WOOD FENCE i
ARCHITECTURAL ENHANCEMENTS
4%4" RWD POST W 12%12"ICD
10
2 x 4 o 6' HEIGHT WOODEN FENCE
3) APPROVED HEAVY DUTY 16" COLUMN CONC. FTG.PER SEPARATE PERMIT) BV BACKFLOW VALVE G)
HINGES 0
MASONRY WALL TO MATCH PHASE LINE
2" 2" PERIMETER WALL STEP AS
2
2%4"4 x4 RWD POST W/ 12 x12
NECESSARY
6 HEIGHT WROUGHT IRON FENCE 116 LOT N0.
CONC. FTG.16 WIDE COLUMN TO MATCH
coPERIMETERWALLBLOCKBLOCKWALLWITHGATE1CHOUSEPLANNO. m
ELBOW S=0.005 MIN. n
FENCE CONNECTION AT FRONT OF HOUSE FENCE CONNECTION AT FRONT OF HOUSE 6" SQUARE NDS GRATE INLET iI36NOLOTSPLITLOTSPLIT
N.T.S. N.T.S.POST—TENSION SLAB
NO. DATE REVISIONSDNS APPROVED BY DATE CITY SEAL
ES
PREPARED BY.-CERTIFICATION:
0 1pQRoF SIONq Y
CITY OF LAKE ELSINORE r
D. L
2
THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE S NF FIiG, i TRACT N O . 317 0 6 PA-2 3 SHEET.
o e o APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY C kGT
3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. No.23434 LAND
CIVIL ENGINEERINGERING DETAILS & GENERAL NOTES 13
LAND SURVEYING
OF.
B R I D G E G AT E
u 2Z-S O?Ex . 12-31-07 *
11 1 CALIFORNIA AVE. -
R.C.E NO. 56915 pq
P 8 C O STE.202 CORONA,CALIFORNIA 92881dd5KENSEUMALO,
J P
951) 8 FAX(951)280-4150 FILE N0.PRECISE GRADING PLAN
TWO W RKING DAYS 6 9TF OF CIA`\EO RCE 23434 12/31/07
BEFORE YOU DIG
DENNIS F. NELSON LICENSE NO. DATE W.O.FOR: F.B. n
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