HomeMy WebLinkAboutCIVIL SHEET 2 OF 3 CONSTRUCTION NOTES :
CONSTRUCT ON-SITE PATIO/WALKWAY,REFER TO ARCHITECTURAL
PLANS FOR MATERIAL TYPE.
O CONSTRUCT ON-SITE DRIVEWAY. SEE ARCH.PLANS FOR MATERIAL TYPE,
SUBGRADE SHALL BE PER SOIL.ENGINEER'S RECOMMENDATIONS.
3O PROTECT EXISTING PROPERTY LINE WALL IN PLACE
O PROTECT EXISTING PATIO AREA IN PLACE
3• EXTERIOR
CONCRETE SLAB SO INSTALL SINGLE ROW OF SANDBAGS 2 BAGS HIGH)FOR EROSION CONTROL
° SLOPE @ 1%(MIN.)
SLOPE @ z�,(MIN.) (ALONG SEASHORE DRIVE AND 54TH STREET)
.••:°•,•• '-' j •!°:. - O PROTECT EXISTING WATER METER IN PLACE FOR RE-USE.
(�7 INSTALL NEW SEWER CLEANOUT WITH TRAFFIC RATED COVER ON EXISTING
I SEWER LATERAL PER CITY STD.406-L.
CONCRETE 3" SOIL 8" O ROOF DOWNSPOUT TO OUTLET ONTO A CONCRETE SURFACE
SILL PLATE/EARTH SEPARATION O9 CONSTRUCT SILT FENCE ON PROPERTY LINE,AS NECESSARY,PER BMP SE-I
10. CONSTRUCT 2"WIDE BOTTOMLESS SLOT DRAIN
11 CONSTRUCT 8"WIDE BOTTOMLESSTRENCH DRAIN INLET
12 PROTECT IN PLACE
(11 ,6 5)TC 13 CONSTRUCT DEEPENED FOOTING PER SOILS ENGINEER'S RECOMMENATIONS
1.53 FS (11 .10)FL
( 0.83) (9.08) 9.21 PUBLIC WORKS PERMIT REQUIRED
NG-SAND (10.3FS FS
FL EG
' - - - - - -
ti �NG-ISAND (11.66) z � T!� - - - - - - - - -� - - - _ 44) p
FS � 54TH STREET o FS
(11.52) cn A" H p p p
Qv FS '>((11.35)TC m pt7 p•L, , WV 9.63
`'G cif
2' TALL o (10.92)FL 11 pp WV AC
PLANTER WALL PA � - (11.14 TC (10.95)TC (1 .2315' �(9. /5) �� p
pM (10.64)FI_ (10.38)FL , F FS �(_FS 9.22) i
o FS EG
(11.53) V 9.ill99 28
12.28 FS PA 11.65 _ IllIn% - - FL AC
NG SAND 1.50 NG g
14
NG 023
NOTES: 13.30 PLNTR g EG
11.70 1 18 PA 9.12 BENCH BENCH T ( ) } ( )
1. ALL EXISTING TREES SHOULD BE PROTECTED IN PLACE. (11.87)F g o FL il
2. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED - �- 1.75 FS PLA ILL
0.18� ���j; �9�53) w
FOR ALL NON-STANDARD IMPROVEMENTS CONSTRUCTED 50 ) ) / FFG ��
WITHIN THE PUBLIC RIGHT-OF-WAY AND EASEMENTS. P 78) 36. ti~ a 6y 5� o w
3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' O �10 9'
o z
CHf NEY TOP ,AND FOR SHORING AND/OR UNDERPINNING.CONTRACTOR TO 13PROVIDE A COPY OF OSHA PERMIT(GRADING&OVER EX. 12.38 (11.86) � NEW RESIDENCEPERSOIISREPORT). NG-SAND FS o 3 F.SLAB=11,50 c°q GARAGE 9 7 O
4. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THIS 13.27 1.89) PAD=10.58 61 2.5% 13 �� 2 9 28)
SITE ARE DAMAGED BY THE PRIVATE WORK,NEW CONCRETE SIDEWALK, BENCH TO c� FF 5" CONCRETE SLAB u C Q E G
CURB AND GUTTER,ALLEY/STREET PAVEMENT,AND OTHER PUBLIC o {11.7 ) o ro 9 2" CLEAN SAND (9.91)T
IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT THE TIME OF ` 2' TALL F r- 0 r P 34.38 E X I S T L.'" � 9 16
Q 4 CRUSHED ROCK )
PRIVATE CONSTRUCTION COMPLETION. SAID DETERMINATION AND � WALL WITH (11:91) �ij 1 ROOF BUILDIi. pC o Q FL y
THE EX'I'EN'1'OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION GLASS ON TOP F S
OF THE PUBLIC WORKS INSPECTOR. Z G F z CURB
1 0 0: 13 1 g
a 9g0M (9.25) W
00
co
FS
NOTES: 74)Fd-1X (11.6 )Ts ' -(10.5 )F>t (10.34) o.13�F5-��G 11 9.28
- _- - EG
12.21 11.74 B N 3°35'30° E (11.68 1.78 (11-46) 1 .45 FS
A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED � NG (11 .79 FS ( ) u V) ( )
NG SAND n n n 111 FS TS 5 9.20
BEFORE THE BUILDING DEPARTMENT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC 3 / / (10.86)FS 3 12 (9-89) Co n FL
WORKS DEPARTMENT INSPECTION,IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS 6 �
co
SURROUNDING THE SITE IS DAMAGED,NEW CONCRETE SIDEWALK CURB AND GUTTER AND L 07) _ L ro 10 40.19 i
ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY,IF EXISTING UTILITIES N G S A N D U N LL CHIMNEY TOP
INFRASTRUCTURE ARE DEEMED SUBSTANDARD,A NEW I-INCH WATER SERVICE,WATER EXISTING Q Q (9.21)
METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. n �( BUILDING _FL9 3 5
100%OF THE COST SHALL BE BORNE BY TIED PROPERTY OWNER(MUNICIPAL CODES 14.24.020 � l�O u 9
AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE 0 9.2 9
AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. m EG 20,
A SEPARATE PERMIT IS REQUIRED FOR SPA, 3
FENCE,WALL AND DETACHED STRUCTURES
NEW CONCRETE SIDEWALK,CURB AND GUTTER,CURB ACCESS RAMP,AND PAD ELEVATION DEPENDENT ON SLAB THICKNESS AND
ALLEY/STREET PAVEMENT MAY BE REQUIRED BY THE CITY AT THE TIME
OF CONSTRUCTION. SAID DETERMINATION SHALL BE MADE AT THE SLAB UNDERLAYMENT-SEE PROJECT SPECIFICATIONS.
DISCRETION OF THE PUBLIC WORKS INSPECTOR. (INCLUDES 4"GRAVEL/CRUSHED STONE CAPILLARY BREAK)
AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD
IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.ALL NON-STANDARD
IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18.
ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE
PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN"A"LICENSED
GENERAL ENGINEERING CONTRACTOR
ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE
APPLICANT OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS,CONDITIONS AND
RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. I '-1 -i
YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF DIRT QUANTITY ESTIMATE: RGP. LINE
ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PROP. LINE
PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT (FOR PERMIT PURPOSES ONLY) FF = (11.89)G�T7 G E ml-EXISTING
PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. lI WALL
CUT 30 CU. YDS. OVEREX. 210 CU. YDS. I NEW RESIDENCE
ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE
PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN"A"LICENSED FILL 0 CU. YDS. GEMSTE G ' ------- FF 11_50------- -- 2%27 ----_'EXISTING
GENERAL ENGINEERING CONTRACTOR. NOTE: ANY OVEREX. AND EXCAVATION FOR WALL - OVER-EXCAVATION
FOOTINGS HAS NOT BEEN CALCULATED.
- 11 GRADE
TION AND i
AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES RECOMPACTION TO 90% z' i
WITHIN THE PUBLIC RIGHT-OF-WAY. SHRINKAGE AND/OR SUBSIDENCE HAS NOT PROPOSED 1:1 SLOPE
BEEN CALCULATED. PFRTR COMMENDATION
0 SOHS ENG PROPOSED 1:1 SLOPE
PER RECOMMENDATIONS
OVER-EXCAVATION DETAIL OF THE SOILS ENGINEER
CIVIL ENGINEERS NOTES :
SCALE:1"=8'
1.THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITE SECTION OF CUT A-A �11,
FIELD OBSERVATIONS,ALL BEARINGS AND DISTANCES ARE MEASURED,
UNLESS NOTED OTHERWISE.
2.LICENSED CIVIL ENGINEER OF RECORD SHALL PERMANENTLY MONUMENT PROPERTY Q F eS St'4
CORNERS OR OFFSETS BEFORE STARTING GRADING. OCq
PLEASE CALL THE LICENSED CIVIL ENGINEER OF RECORD....TETE DUCA @ 949-6754487 5..
TO SCHEDULE CONSTRUCTION STAKING AND ALL CERTIFICATIONS „y Na, 2466A
3.THE LICENSED CIVIL ENGINEER OF RECORD TO SUBMIT A'RECORD OF SURVEY" LEGEND: T.W. -TOP OF WALL &,./.2 41-17
OR"CORNER RECORD"TO THE COUNTY SURVEYOR EVIDENCE OF SUBMITTAL TO BE P.C.C.CONCRETE T.S.W. -TOP OF STEM WALL
SUBMITTED TO THE BUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION. ® ---BLOCK RETAINING WALL T.F.C. -TOP OF FOUND.CURB CIVIC
---DIRECTIONOFFLOW F.L. ---FLOWLINE
--" AL
ys G.B. -GRADE BREAK
ass -
._--- - --PROPOSED ELEVATION
NOTES: F.F. --FINISH FLOOR GRADING V PLAN
F.S. -FINISH SURFACE ELEV. G.F. ----GARAGE FLOOR
PREPARED BY
SURVEYOR ORYS CIVIL ENGINEER D SUBMIT A"CORNER RECORD" C "RECORD V SURVEY" F.G. ---FINISH GRADE ELEV. T.F. ---TOP OF FOOTING BENCHMARK DUCA-McCOY, INC. OF
TO THE COUNTY SURVEYOR EVIDENCE OF SUBMITTAL FORA"RECORD I SURVEY"TO BE T.C. -TOP OF CURB INV. --PIPE INERT ELEV. SOILS ENGINEER : PROPERTY OWNER
SUBMITTED TO THEBUILDING INSPECTOR AT OR PRIOR TO FOUNDATION INSPECTION.
E.G. ----EXISTING GRADE ELEV. TE-E --TELEPHONE BOX ESTABLISHED TOP OF CURB ELEVATION ON
PROPERTY CORNERS TO BE MONIIHORIZ,D BY A LICENSED LAND SURVEYOR OR EGA CONSULTANTS CHIP&SHOWN RABBIS 5311 SEASHORE DRIVE
x 56; 98.90 TC GM ---GAS METER
REGISTERED CIVIL ENGINEER AUTHORIZED TO PERFORM SURVEYING BY THE STATE 375-C MONTE VISTA AVE. 54TH STREET AT THE NORTHEASTERLY CORNER 3840 E.COAST HIGHWAY
BOARD of crvl.ENGINEERS AND LAND SURVEYORS. wM ----WATER METER 5311 SEASHORE DRIVE
ELEVATION OF SHOT CBL --CABLE BOX COSTA MESA,CA 92627 NEWPORT BEACH CA 92663 OF THIS PROPERTY. CORONA DEL MAR,CA 92625 NEWPORT BEACH, CA
SURVEY PT.REF.NO. EM ---ELECTRIC METER PH: 949-642-1290 , EF.F.VATTON= T.C. 11.53 TBM (949)675 4487
NOTE: ALL EASEMENTS OF RECORD MAY NOT BE SHOWN HEREON. 9FL ---CALC'D EX.FLOWLINE ELEV. 949-375-3690 (TMB TAKEN FROM TOPOGRAPHIC SURVEY PROVIDE)
BY OTHERS) PETE J.DUCA R.C.E.24668 DATE LOT 6,BLOCK 53 OF THE OCEANFRONT TRACT SHEET 2 OF 3