HomeMy WebLinkAbout18019-DEMO PLAN_EC PLAN 30X42_SIGNED_7-30-2018LOT 1
TRACT NO. 1622
M.M. 47/39
PARCEL 1
PARCEL 2
P.M.B. 2009-125
N63°23'21"E 90.00'
Δ=04°50'00" R=275.66' L=23.25'
N2
6
°
3
6
'
3
9
"
W
1
8
.
2
7
'
Δ=11
°01
'06" R=2
75.6
6'
L=5
3.
01
'
N63°23'21"E 79.52'
N2
6
°
3
6
'
3
9
"
W
5
2
.
0
7
'
N2
6
°
3
6
'
3
9
"
W
4
1
.
5
0
'
VI
A
L
I
D
O
℄
N63°23'21"E 89.02'
BASIS OF BEARINGS
BENCHMARK INFORMATION
BENCHMARK NO: NB3-18-88
DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK
STAMPED "NB3-18-88", SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT.
MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION
OF WEST LIDO CHANNEL AND VIA LIDO, 19 FT. SOUTHEASTERLY OF THE
CENTERLINE OF VIA LIDO AND 0.3 MILES SOUTHEASTERLY OF NEWPORT
BOULEVARD. MONUMENT IS SET 5 FT. BELOW THE BRIDGE DECK.
ELEVATION: 18.418 FEET (NAVD88), YEAR LEVELED 2015
VICINITY MAP
GRAPHIC SCALE
LEGAL DESCRIPTION
3312 VIA LIDO:
REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF
ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
LOTS 1 AND 2 IN TRACT 1622, IN THE CITY OF NEWPORT BEACH,
COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED
IN BOOK 47, PAGE 39 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY.
3324 VIA LIDO:
REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF
ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 2 OF PM 373-21 OF CONDO PROJECT 933-94 LOCATED ON APN
423-123-21.
PAUL D. CRAFT, P.L.S. 8516 DATE
NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE
STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A
LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE
PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING
DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE
CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,
EITHER EXPRESSED OR IMPLIED.
LICENSE RENEWAL DATE 12/31/18
S
T
ATE OF CA L I F O R N IA
PAUL
D O M I NICK
C
R
A
FT
Exp. 12/31/18
No. 8516PROFESSIONALLAND
S
U
R
V
E
YOR
TITLE REPORT/EASEMENT NOTES
3312 & 3324 VIA LIDO
NEWPORT BEACH, CA 92663
(APN: 423-123-12 & 423-123-21 )
NO TITLE REPORT PROVIDED.
CONCRETE SURFACE
1 1
DE
M
O
P
L
A
N
/
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
33
1
2
V
I
A
L
I
D
O
&
3
3
2
4
V
I
A
L
I
D
O
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
3
AP
N
:
4
2
3
-
1
2
3
-
1
2
&
4
2
3
-
1
2
3
-
2
1
LEGEND
EXISTING ELEVATION( )
AC ASPHALT PAVEMENT
TEMPORARY BENCHMARKTBM
WATER VALVEWV
BLOCK WALL
LC CENTERLINE
GM GAS METER
FS
FL
FINISHED SURFACE
FLOWLINE
SET ON A WATER METER (WM)
HU
N
T
I
N
G
T
O
N
B
E
A
C
H
,
C
A
L
I
F
O
R
N
I
A
9
2
6
4
6
PH
O
N
E
:
(
7
1
4
)
4
8
8
-
5
0
0
6
F
A
X
:
(
7
1
4
)
3
3
3
-
4
4
4
0
A
P
E
X
L
S
I
N
C
@
G
M
A
I
L
.
C
O
M
SEWER MANHOLESMH
ELEVATION = 10.99 FEET
SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY
CORNERS OR OFFSETS BEFORE STARTING GRADING.
PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.
SURVEYOR'S NOTES
FF FINISH FLOOR
NG NATURAL GROUND
TOP OF CURBTC
SEARCHED, FOUND NOTHING; SET
NOTHING
THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO, BEING
N26°36'39"W PER P.M.B. 377/16-17.
BFP BACK FLOW PREVENTOR
CLF CHAIN LINK FENCE
EMH ELECTRICAL MANHOLE
EP EDGE OF PAVEMENT
ELP ELECTRICAL PANEL
EPB ELECTRICAL PULL BOX
EG EDGE OF GUTTER
MH MANHOLE
PKL PARKING LIGHT
STREET LIGHT PULL BOXSLPB
STORM DRAIN MANHOLESDMH
WATER METERWM
WROUGHT IRON FENCEWIF
CHAIN LINK FENCE (CLF)
WROUGHT IRON FENCE (WIF)
CATV CABLE TV BOX
TILE SURFACEADAREA DRAIN
BS BOTTOM OF STEP
NG~SA NATURAL GROUND; SAND
STREET LIGHTSL
TOP OF BULKHEADTB
TELEPHONE MANHOLETMH
TOP OF STEPTS
FOUND MONUMENT
EROSION CONTROL LEGEND
EROSION CONTROL
IN CASE OF EMERGENCY, CALL ANDREW PATTERSON AT 949-723-1800
A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO
APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT.
EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE
GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONTER REQUIRED.
GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT
THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE
PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS.
ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF
PROPERLY.
A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE
SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND
DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS.
THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT
TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS
AND OTHER POLLUTANTS ON SITE.
DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMEBER 1 AND APRIL 15 OF THE FOLLOWING
YEAR WIHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES.
THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRSENTING
CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL.
EVERY EFFORT SHALL BE MADE TO ELIMINATE THE SDISCHARGE OF NON-STORM WATER FROM THE PROJECT SITE AT ALL
TIMES.
ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE
VIA SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
STOCKPILES OF EARTH AND OTHER CONSTRUC-
TION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR
WATER.
FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT
CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE
WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASED
INTO THE DRAINAGE SYSTEM.
EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL
BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE SISPOSED OF AS A SOLID WASTE.
DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND
FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER
ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE
PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF-INSPECTION
CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST).
TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT
CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION
ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY.
ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND
AND WATER.
HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS.
ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS.
WM-1 MATERIAL DELIVERY AND STORAGE
WM-2 MATERIAL USE
WM-4 SPILL PREVENTION AND CONTROL
WM-5 SOLID WASTE MANAGEMENT
WM-6 HAZARDOUS WASTE MANAGEMENT
BMP FACTS SHEET
WM-7 CONTAMINATED SOIL MANAGEMENT
WM-8 CONCRETE WASTE MANAGEMENT
WM-9 SANITARY/SEPTIC WASTE MANAGEMENT
TC-1 STABILIZED CONSTRUCTION ENTRANCE
SE-1 SILT FENCE
SE-3 SEDIMENT TRAP
SE-8 GRAVEL BAGS
BMP FACTS SHEET
ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT
WWW.CABMPHANDBOOKS.COM
CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24"
WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE-8.
EC1
CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9.EC2
CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1.EC3
1.
2.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
3.
EC1
EC1
DEMO PLAN CRITERIA NOTES:
·SITE TO BE FENCED ON ALL SIDES.
·EXISTING SQUARE FOOTAGE OF BUILDING AND BED/BATH COUNT:
3312 VIA LIDO:
1,049 S.F. (1) BED, (1) BATH)
3314 VIA LIDO:
1,012 S.F. (2) BED, (2) BATH)
3316 VIA LIDO:
1,173 S.F. (2) BED, (2) BATH)
3318 VIA LIDO:
1,271 S.F. (1) BED, (1) BATH)
3322 VIA LIDO:
1,560 S.F. (2) BED, (2) BATH)
3324 VIA LIDO:
1,540 S.F. (2) BED, (2) BATH)
3312 - 3318 VIA LIDO: (2) 2 CAR GARAGES 968 S.F.
3322 - 3324 VIA LIDO: (1) 2 CAR GARAGES 484 S.F.
·ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST.
·SEWER LINE SHALL BE CAPPED.
·ALL BASEMENT FILL (IF APPLICABLE) SHALL BE CLEAN AND UNIFORM.
·STREETS AND SIDEWALKS ARE TO REMAIN CLEAR AND CLEAN.
·PEDESTRIAN CANOPY PROTECTION REQUIRED IF DEMOLITION WITHIN 10
FT. OF PUBLIC SIDEWALK.
7/30/2018