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HomeMy WebLinkAboutC1 0032 CONSTRUCTION NOTES: ABBREVIATIONS CONSTRUCT 5' MIN CONCRETE DRIVEWAY DIMENSIONS DETERMINED PROP 4' DRAIN 6' MIN WIDE PEDESTfjU ARCH ARCHITECTURALW SAFE A.C. ASPHALT CONCRETE BY GRATE FRAME OUTLET FRAME do GRATE 3(8 SLOT BIT BASEMENT FINISH FLOOR DIMENSIONS, USE FRAME OPENING. EAST J AN IRON BFP BASEMENT FINISH PAD 2 CONSTRUCT 4" MIN CONCRETE HARDSCAPE. AS FORM WORKS OR EQUAL �800) 874-4100 3O INSTALL 4" FLAT GRATE DRAIN fo4pREBAR B.S.P. BY SEPARATE PERMIT C.O. CLEAN OUT ®INSTALL 4" ATRIUM GRATE DRAIN & BOTTOM b ° • DG CGNC DECOMPOSED GRANITE IDS" DWY DRIVEWAY SO INSTALL TRENCH DRAIN PER DETAIL, SHEET C2 � " , -� .' ..6� EMH ELECTRIC MANHOLE 7 � 'y 'e EP EDGE OF PAVEMENT ©INSTALL 4" PVC SDR 35 DRAIN LINE, S=Q.01 MIN ESMT EASEMENT C C G C EXIST EXISTING dE?`a7a�'a�a „n�- a')a9;p THI PORTION W CRUSHED e�y.t.� .t A�48 �K q�7E R POURIN�GRATE EX FOUND 70 CONSTRUCT CONCRETE CURB SUPPORT CURB. ®INSTALL NEW SEWER CLEANOUT WITH TRAFFIC COVER PER CNB STD PLAN 406-L CRUSHR RGC�ICL01 G FINISH GRADE ON EXISTING SEWER LATERAL FIELD VERIFY TER FH FIRE HYDRANT FL FLOWLINE A- DIG A 24" WIDE X 18" DEEP TRENCH FP FINISH PAD B- PLACE FILTER gLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE C9 FINISHGRADE BREAK C- FILL BOTTOM 8 OF THE TRENCH WJ CRUSHED ROCK E- FILL THE ORM AND POUR PERIMETER TRREE'N CONCRETE/ CUSHED ROCK TO 4" FROM TOP OF TRENCH GFF GARAGE FINISH FLOOR GFY GARAGE FINISH PAD ,-..,TRENCH DRAIN GM GAS METER � HH HANDHOLE HP HIGH POINT IE INVERT ELEVATION I.P. IRON PIPE L&T LEAD AND TALC MH MANHOLE MON. MONUMENT NTG NOTHING OG ORIGINAL GROUND PA PLANTER AREA PB PULL BOX PL PROPERTY LINE PROP PROPOSED P.U.E. PUBLIC UTILITY EASEMENT EARTHWORK R/W RIGHT OF WAY RAW CUT: 14 CY SDWK SIDEWALK S.F.N. SEARCHED FOUND NOTHING RAW FILL 12 CY SMH SEWER MANHOLE SILT STREET LIGHT T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE TOS TOP OF SLAB TW TOP OF WALL WM WATER METER 6.70 6J5 � g rr r o / c ADJACENT RESIDENCE 6 m - f/ z V uH 3 �, _ _ _- J z z La zell n a CONC. • 6.93 N3534'OB'E 79.41' 6.75FS '•3 3 • G h"H �- .50'. YG: h PLACE NEW SEWER G0. 8.72CP 8 O6 — � EXIST LATERAL • ' . •. .•.•':•:=:•:'.::':•:.:'•:. D ' FIELD VERIFY .'' . - •.: 7.87 .�,.. AC UNIT 7.87 .- ' ..� FG ._. , . ,. .• .•..:.•..•• . ..4 _ FG-HP t0.6Q TC 92 44 SEWER CO. cd ¢ k F5.''• �r y ' fS �� . y �. �. ., 'I \ • •••. • G ; Z6 -DOD .+ .�.•'7 ;.�.:.'.: . .' ; S :. Fp= 6 } .{: xLLI W :az x ""H : a • t a ELEV 8.83FF '.�. , oZ ii1 EXIST WM ,. n -12" • ' '. : . , • c� PROTECT .' ' '�I`. . � � � • �. . •'. fF6'• CONC WALK f fFS—GB f� 7.37 � FS y0F5 70 0� < M i? P eh 10.60 TC . , CONC. . ._ , 8.73TW •.7. 8 1 — " AT&T ' .'6.2 2 . .�+.-.�.-N-.!-.y. _ .:fir-:.=.: r--�• —,+�.�r.—l=—'• �-.��. �?.'� :4�-• :D '.25G':'l•' 2?C`. i?L GQ• 7,04 �0 N35.32'34"E 78.34' • 8.61 • 8,98 s 6 7.35 _� 8.13 t-D C. • 8.20 EXIST WA Ld z • 8.2 w PROP WALL (� ss 6� • 7.08 ri o9 CONC. R • 8,13 PROTECT A CONC. e� z_z n CONC. 7 77 CABLE TV iilV,// I o z ADJACENT RESIDENCE I P UTILITY eox o I � I I ED ARCHITECT: OWNER/DEVELOPER: PREPARED BY: Ess SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: BRADFORD C.SMITH HOME SWEET HOME,LLC FORKERT ENGINEERING&SURVEYING,INC. �p S At BENCH MARK* 1E-116-99 LOT 6 BLOCK' 2 PRECISE GRADING 426 30TH STREET MR.AND MRS.JOHN WALSH 22311 BROOKHURST ST,STE 203 Az G DATUM: NAVD88 BALBOA BAYSIDE TRACT DRAWN: MJ SUITE 22 417 EDGEWATER HUNTINGTON BEACH,CA 02646 NO ELEVATION:7.587 M.M. 4/78 NEWPORT BEACH,CA 92663 NEWPORT BEACH,CALIFORNIA (714)963-6793 417 EDGEWATER ' v CHCC'D: TR (949)631-3682 JN)O= * EXP.12-31-M �q CIVIL NEWPORT BEACH, CAUFORNIA NO. DATE R E V I S I O N S DATE. XX/XX/19 �OF �L THOMAS M. RUIZ DATE