HomeMy Public PortalAboutEdgewater Isle No. 2 Site Improvement Plansf
EDGEWATER ISLE
GENERAL NOTES
1. All work shown on these plans shall be done in accordance w th the following:
a) All work regarding water supply improvements shall be done in accordance with
Estero Municipal Improvement District Resolution No. 763 Amending District
Standard Specifications and Resolution No. 6900 dat d July 1972 unless directed
otherwise by the District Engineer.
b) All on -site improvements, other than water imp ovements shall be done in
accordance with the Standard Specifications for Rubli Works Construction written
by the American Public Works Association, 1982 E ition (hereinafter "Standard
Specifications").
c) All work, regardless of type shall be done in accord ce with the standards of the
United States Department of Labor, Oc upa ional Safety and Health
Administration, Office of Standards and rules th State Division of Industrial
Safety.
Where conflicts exist between any of the above listed specjifications, the most stringent
listed specifications shall prevail.
2. Contractor shall .supply all equipment, labor, and materi
work shown on this plan.
3. It shall be the responsiblity of the various contractor!
eliminate conflicts and work toward the general go
project.
Is necessary to perform the
to 400rdinate their work so as to
d a d completion of the entire
4. All workmanship and materials furnished by Contractor sh
described in the specifications and shall be first class
acceptance nor final payment by Owner shall relieve Cc
faulty materials or workmanship.
5. In the event of any conflict of information shown in these
these plans and the intent of a consistent and functional prc
notify the Owner in writing, upon which notice the Owner
the issuance of a written order, revised plans or both. TI
cost and responsiblity for work affected by such conf
Contractor prior to such notice to the Owner and issu nce
plans.
6. Contractor shall' provide adequate dust control at 11 tl
representative and the City of San Mateo. A water true
grading operations.
7. Contractor shall exercise all necessary caution to avid d
improvements, or, to any existing drainage structures, ate
or junction boxes for underground electric, telephone, o
sanitary sewer; water line, and underground utilities, whic
shall bear full responsibility for any damage thereto.
8. Only certain existing utility lines are shown for inform do only.Gas, electric, telephone,
and CATV facilities have not been shown. Contra tor shall exercise all necessary
caution to avoidjdamage to any existing utility line or facilities to remain in place,
whether or not Such lines or facilities are shown on the e plans, and shall bear full
responsibility for any damage thereto. Contractor sha 1 no ify U.S.A. Locator
(800-642-2444) ati,least 48 hours prior to commencing ork.
9. Engineer for Owrter shall furnish rough grade and fin 1 g ade stakes once only for the
driveway and parking area work, one grade stake at ach of the major corners of the
building pad, and Other critical points in open landscap are s.
In addition, Engineer for the Owner will provide line nd rade stakes for sanitary and
storm sewer lines; drainage inlets, sewer manholes, an sanitary sewer cleanouts.
ill be of the kind and quality
throughout. Neither final
ntractor of responsiblity for
lans, or any conflict between
duct, the Contractor shall so
shall resolve the conflict by
e Contractor shall bear full
icts and performed by the
of such order and/or revised
mes as required by Owner's
k shall be on site during all
Any replacement of stakes furnished by Engineer all
Contractor shall provide supplemental grade stakes, in a
Er.gineer, as required to complete the grading to the lines a
10. Inspection of work: a) The City of San Mateo Public Worl
on -site improvements including, but not limited to, the se
irrigation system, fire system, grading, paving and conforn
Permit; b) A representative of the Owner will inspec all
and compaction of earthwork; c) Contractor shall n tify
Works Department (415) 377-3315 48 hours prior to th sta
Public Right -of -Way.
1 1 . BENCHMARK: Chisled " " on top of the wall u
Mariners Island Boulevard Bridge (between Armada ai
15". Elevation 105.43 (City of San Mateo Datum + 10
12. The Superintendent in charge of construction shall be
hours.
mage to any existing surface
structures, sewer cleanouts,
cable TV, or storm sewer,
are to remain in place, and
be at Contractor's expense.
Edition to those furnished by
td grades shown.
s Department will inspect all
ver system, drainage system,
ance to the Site Development
other work, including grades
the City of San Mateo Public
t of any site work or work in
der the Southeasterly corner of
d Tr der Lane) referred to as "P-
)
at tote job site during all working
GRADING AND PAVING NOTES
1. Work shall consist of all clearing, grubbing, and strippi g, preparation of land to be
filled, excavation, spreading, compaction and control of the fill, and all subsidiary work
necessary to complete the grading to conform to the lines, grades and slopes, as shown
on the accepted plans and as specified in the Geotechnical Investigation Report.
2. The Contractor's attention is directed to the Geotechnical Investigation Reports
entitled, 'Marin9r's Island No. 5 - Residential Po tion" dated February, 1983 and
'Edgewater Isle Unit II; dated July 20, 1984, prepared by Soil Foundation Systems, Inc.,
733 Benton Street, Santa Clara, CA 95050. Copies f these reports are on file and
can be reviewed in the office of Ruth and Going, Inc., 919 The Alameda, San Jose,
California (408) 297-8273.
3. The Contractor Shall notify the Soil Engineer, K.C.' Sohn of Soil Foundation Systems,
Inc., phone (408)1248-1150, at least 48 hours prior to commencement of any grading
operations on site.
4. In the event that any unusual conditions not covered by these notes and the Geotechnical
Investigation are encountered during grading operations the Soil Engineer shall be
immediately notified for directions.
5. All existing trash, debris, roots, tree remains and other rubbish shall be removed from
the site so as to leave the areas that have been disturbed with a neat and finished
appearance free from unsightly debris. No burning shall be permitted.
6. It shall be the responsibility of the Contractor under the guidance of the Engineer to
carry out necessary cuts and fills within the limits of this project so as to generate the
desired subgrade surfaces and slopes. The intent of this plan is to aid the Contractor in
arriving at such a final result. The cut and fill quantities t ulated on this sheet indicate
the theoretical yardage to be moved and are shown hereoionly as a convenience to the
Contractor.
2
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UNIT 2
HPH o b ,Gu� s[k` J EP_ HS
CONDOMINIUMS
M flEfl GR)oM
[)EVEL FNEL17
R+G RUTHh ctuAND
re e PIN9� p11NC9.
919 THE ALAMEDA SAN JOSE, CALIFORNIA 95126
7
BRUCE M. McCLISH
DESCRIPTION
R. C. E. NO. 24894
STATE ROUTE 92
4' 74 /7 5
DATE
UNIT 2
CONDOMINIUMS
SHEET INDEX
TITLE SHEET AND NOTES
GRADING AND DRAINAGE PLANS
UNDERGROUND UTILITIES PLANS
ALIGNMENT PLANS
DETAILS
STRIPING AND SIGNING PLAN
s
SHEET NO.
1
2-3
4-5
6-7
8
9
1
GRADING AND PAVING NOTES
All fill designated as "compacted fill" on the plan shall be compacted to a relative
compaction of not less than 90%, as determined by the ASTM test procedure D1557-70.
The upper 10 inches of the subgrade for pavement areas shall be compacted to a relative
compaction of not less than 95%, as determined by the State of California test method
No. 216.
8. Contractors shall grade to the line and elevations shown on the plan within the following
horizontal and vertical tolerances, and to the following relative compactions, in the
areas indicated:
a. Roadway and parking area
subgrade preparation
(Upper 10 inches)
b. Building pads and all
engineered fil,
c. Landscape fill
(Upper 12 inches only)
Relative
Horizontal Vertical Compaction
0.05'+ 0.05'+
0.5'+ 0.10'+
1.0'+ , 0.20'+
95%
90%
8596
9. All aggregate base • material and the handling and placement thereof shall be in
accordance with the Standard Specifications. Aggregate base material shall be crushed
aggregate base.
10. Asphalt concrete (AC) shall be Class CI Grade AR4000, as specified in the Standard
Specifications. A 2" thickness may be placed in one lift.
11. SC -70 liquid asphalt conforming to the provisions of the Standard Specifications shall be
applied at the rate of 0.15+ gallons per square yard to surface of aggregate base prior to
placement of asphalt concrete.
12. A non -crystallizing type weed kill shall be spread over the aggregate base in accordance
with manufactirer's recommendations.
13. Contractor shall adjust all inlets, valve boxes, manhole rims, and sewer cleanouts to new
finish grade.
Materials, handling and placement of Portland Cement Concrete shall be in accordance
with applicable sections of the Standard Specifications and these plans and details shown
hereon.
14.
15. Contours in open landscape areas are finished grade contours. Over excavation or under
filling is required for placement of minimum of six inches of top soil suitable for
maintaining plant growth. Top soil placement is the responsibility of the grading
contractor.
UNDERGROUND NOTES
1. Contractor shall expose and verify location and elevation of existing utilities, including
sanitary and storm sewers, and water lines before constructing new facilities.
2. Sanitary sewer cleanouts shall be constructed where required by Uniform Plumbing Code
(1979 Edition) and the City of San Mateo. Any additional cleanouts required by such
code or City beyond those shown on this plan shall be constructed at no additional cost to
Owner.
3. Building sewer laterals shall be constructed to a point 5 feet away from each building as
shown on these plans.
4. Contractor shall place a 2" x 3" wood stake at ends of all storm, sanitary and water lines
stubbed out for future connections by others. Stake shall be of sufficient length to
extend from end of pipe to 18" above finish surface grade and shall be color coded.
5. Materials for pipe, storm water inlets and cleanouts and installation procedures shall be
in accordance with applicable Uniform Building Code sections and the Standard
Specifications, and these plans and details shown hereon.
6. Storm drain pipe designated "CP" may be concrete pipe, vitrified clay pipe, or asbestos
cement pipe, appropriate for such use.
7. All trench excavation and backfill for storm drains and sanitary sewers shall conform to
requirements of the Standard Specifications.
8. All trenches and excavations shall be constructed in strict compliance with the
applicable sections of California and Federal Q.S.H.A. requirements and other applicable
safety ordinances. Contractor shall bear full responsibility for trench shoring design and
installation.
9. All domestic and irrigation water facilities shall be constructed in accordance with the
Estero Municipal Improvement District Standards and Specifications and the National
Fire Protection Association Pamphlet No. 24 "Installation of Private Fire Service Mains -
1981". Where conflicting, most stringent applies.
10. All fire hydrants shall be "Corona" style Model 550 containing one 4-1/2" and one 2-1/2"
outlets with national standard hose threads as manufactured by Rich Valve Company and
shall be painted with "Tropical-Rhinamel Yellow 11202-55-00" as manufactured by the
Tropical Paint Division, Grow Chemical Co., PO Box 576, Santa Cruz, CA 95060 (423-
3387).
11. All removed pipe shall be disposed of away from the site.
12. Storm drainage pipes and catch basins (inlets) to be abandoned shall be abandoned in
accordance with the Standard Specifications, and to the satisfaction of the soils engineer
and the Director of Public Works at the City of San Mateo. Pipes or catch basins to be
abandoned shall not be removed. Voids in abandoned pipes shall be filled with sand in
such a manner that assures all voids are filled at completion of the filling operation.
Contractor shall dewater pipes to be abandoned.prior to and during filling of the pipe
voids.
13. Sanitary sewer cleanouts shall be installed per City of San Mateo Standard Drawing No.
3-1-102, except that PVC pipe shall be used in lieu of Cast Iron Pipe (CIP).
APPROVED: CITY OF SAN MATEO
CITY ENGINEER
stAVes
DATE
DIRECTOR OF PUBLIC WORKS
DATE
R+G ICO257-740
2-2 -70
LIMIT OF SENIOR APARTMENT BUILDING
(UNDER CONSTRUCTION)
/03. 6
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F.F. = 165.80
4> PAD =105.0
O.G. =105.8
FE=105.10 -
PAD =105.0
1AG. = I0 5.2
RTM 105.
EARTHWORK QUANTITIES *
DESCRIPTION
TRENCH SPOIL
EXCAVATION
FILL
COMPACTION (10%)
EXPORT
TOTAL
CUT FILL
2240
2900
1210
120
3810
5140 5140
* DOES NOT INCLUDE APPROXIMATELY 1300 YARDS
LANDSCAPE FILL.
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0.0044
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NOTE: SIDEWALK CONSTRUCTION 15 NOT PART OF THESE PLANS. SIDEWALK
LOCATIONS ARE SHOWN FOR REFERENCE ONLY. SEE LANDSCAPE
DRAWINGS FOR SIDEWALK CONSTRUCTION.
RISERS BY OTHERS
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CURVE DATA TABLE
617.38'50,"‘N
04111-1.3%' 56"
N12°21 0414
1�0'
89 5k'
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1 200 a ■
200'
80280.501 O="1°51182"
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0 L•4809'
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50.00' d,= 24°00'00" L=104.72'
4494;
� :41‘,„.505°71331,26,"
PR - 2000 '
23150'_940365 0
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0,,%> -11-5b.;
R= 262.50'
a
37"
00��. R.'25
0.00' a ,°43'27" L=51.16'
^y 580°5909 h 4,
A74'
Curve
N°.
O
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0
0
0
0
0
0
10
11
12
1a
15
16
17
18
Radius
2.50'
4.00'
4.00'
2.56'
2.50'
2.50'
4.00'
3.04'
2.50'
2.50'
4.00'
2.50'
4.00'
2.50'
4.00'
2.50'
2.50'
2.50'
Angle
90° 00' 00"
900 00' 00"
89° 57' 59"
177° 39' 40"
95° 47' 57"
93° 51' 10"
89° 08' 24"
178° 41' 24"
95° 32' 34"
91° 21' 58"
90° 56' 08"
84° 54' 03"
98° 04' 05"
89° 05' 53"
59° 41' 23"
78° 45' 22"
88° 48' 22"
80° 09' 16"
Length
3.93'
6.28'
6.28'
7.94'
4.18'
4.10'
6.22'
9.47'
4.17'
3.99'
6.35'
3.70'
6.85'
3.89'
4.17'
3.44'
3.88'
3.50'
MARINA
5 89° 25' 29" Al 117.86'
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543'
585°25'29"W 125.74'
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F=140.50'
e=4°23'00'
L =10.75'
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Radius
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
5.00'
4.00'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
4.00'
1.00'
Angle
81° 27' 58"
90° 04' 14"
81° 06' 06"
90° 28' 39"
97° 21' 36"
95° 14' 37"
84° 05' 16"
87° 46' 33"
101° 47' 39"
87 55' 48"
90° 00' 06"
91° 21' 58"
88° 38'
87° 46'
92° 13'
91° 54'
88° 05'
900001
vii00 00'
02"
Length
3.56'
3.93'
3.54'
3.95'
4.25'
4.16'
3.67'
3.83'
4.44'
7.67°
6.28'
3.99'
3.87'
33" 3.83'
27" 4.02'
46" 4.01'
14" 3.84'
06" 6.28'
00" 3.14'
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APPROVED: CITY OF SAN MATEO
• CITY ENGINEER
DATE
REVISIONS
DESCRIPTION
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DIRECTOR OF PUBLIC WORKS
DATE
OF 9 SHEETS
JOB NO. 16257-742
2- 2-70
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CURVE DATA TABLE
Curve
No. Radius
0
0
0
0
0
0
0
0
0
to
11
12
13
14
15
16
17
18
2.50'
4.00'
4.00'
2.56'
2.50'
2.50'
4.00'
3.04'
2.50'
2.50'
4.00'
2.50'
4.00'
2.50'
4.00'
2.50'
2.50'
2.50'
Angle
900 00' 00"
900 00' 00"
89° 57' 59"
177° 39' 40"
95° 47' 57"
93° 51' 10"
89° 08' 24"
178° 41' 24"
950 32' 34"
91° 21' 58"
90° 56' 08"
84° 54' 03"
98° 04' 05"
89° 05' 53"
59° 41' 23"
78° 45' 22"
88° 48' 22"
800 09' 16"
Length
3.93'
6.28'
6.28'
7.94'
4.18'
4.10'
6.22'
9.47'
4.17'
3.99'
6.35'
3.70'
6.85'
3.89'
4.17'
3.44'
3.88'
3.50'
5°
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Curve
No. Radius
19
20
21
22
23
24
25
26
27
28
29
30
0
33
34
35
36
37
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
2.50'
5.00'
4.00'
2.50'
2.53'
2.50'
2.50'
2.50'
2.50'
4.00'
1.00'
Angle
81° 27' 58"
90° 04' 14"
81° 06' 06"
90° 28' 39"
97° 21' 36"
950 14' 37"
840 05' 16"
87° 46' 33"
101° 47' 39"
870 55' 48"
90° 00' 06"
91°
21' 58"
88° 38' 02"
87° 46' 33"
92° 13' 27"
91° 54' 46"
88° 05' 14"
90 00' 06"
180° Od co"
Length
3.56'
3.93'
3.54'
3.95'
4.25'
4.16'
3.67'
3.83'
4.44'
7.67'
6.28'
3.99'
3.87'
3.83'
4.02'
4.01'
3.84'
6.28'
3.14'
MIRAMAR
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APPROVED: CITY OF SAN MATEO
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DIRECTOR OF PUBLIC WORKS
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JOB NO. 16257-74 2
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PHOENIX IRON WORKS STANDARD
TOP FLANGE FIELD INLET GRATE FOR
12' R.C.P. CAT. N0. P 1058
CLASS
560-B-3250
CONCRETE—,
SMALL AREA DRAIN
PHOENIX IRON WORKS STANDARD
TOP FLANGE FIELD INLET GRATE FOR
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MODIFIED
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PHOENIX IRON WORKS STANDARD
TOP FLANGE FIELD INLET GRATE FOR
24' R.C.P. CAT. N0. P 1062
�NISH GRADE
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SEE DETAIL--,--\
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FINISH
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GRADE
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CLASS 520-C-2500
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5 INLET IN VALLEY GUTTER. NOTE:
VARIES 175' TO 375'
INLET IN VALLET GUTTER TO BE SANTA ROSA
PRECAST PRODUCT MODEL 21C DESIGN C4,
DRWG. No. B 44 R Z DR ECIUAL TO BE
INSTALLED A5 AM INTEGRAL PART OF TUE
VALLEY GUTTER.
SEE LANDSCAPE PLANS FOR
WALKWAY ALIGNMENT
VERTICAL CURB WHERE
SHOWN QN PLANS
CURB 4 GUTTER WHERE
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CONCRETE WALKWAY
VERTICAL CONCRETE CURB?
SEE DETAIL
FOG SEAL
- 3"ASPNALT CONCRETE
Hy AGGREGATE $ASE
COMPACTED SUBGRADE
TYPICAL CROSS SECTION -VISTA DEL MAR
17.5'
37.5 '
VERTICAL COW:AFTE CURS (TYP)
3" ASPHALT CONCRETE
80 AGGREGATE BASE
COMPACTED SUBGRADE
VARIES
PC WALK AS SHOWN
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NOTE: COMPACTION TO BE
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.LETTING ALLOWED.
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STORM DRAIN AND MANHOLE (CSM STD. MH 3-I-104)
SANITARY SEWER AND MANHOLE (CSM STD. MN 3-1-104)
SANITARY SEWER CIEANOUT (C5M 5TD.3-1.10D SEE UNDERGROUND NOTE 13.
FIRE HYDRANT C C5M STCt)
WATER MAIN AND GATE VAL\/E
SPOT GRADE
DIRECTION AND RATE OF SLOPE
CENTERLINE STATIONING
TOP OF CURB ELEVATION
CONTOUR LINE
NEW AC PAVEMENT
SIDEWALK OR CONCRETE WALKWAY
VERTICAL CURB
CURB AND GUTTER
VALLEY GUTTER
TRASH ENCLOSURE (SEE LANDSCAPE PLANS FOR DETAILS)
SANITARY LIFT STATION
PAD LIMITS
MANHOLE WITH FLAT GRATE INLET
ABBREVIATIONS
ASBESTOS CEMENT WATER PIPE
BEGIN CURVE
CATCH BASIN
CLEANOUT
CONCRETE PIPE
CITY OF SAM MATEO STANDARD
FINISH FLOOR ELEVATION
FLAT GRATE
FIRE HYDRANT
GRADE BREAK
HIGH POINT
INVERT ELEVATION
LOW POINT
MANHOLE
MINIMUM
OUTSIDE DIAMETER
GUT SIDE GRADE ELEVATION
PORTLAND CONCRETE CEMENT
POLYVINYL CHLORIDE PIPE
RELATIVE COMPACTION
REINFORCED CONCRETE PIPE
SLOPE
SANITARY
STATION
STORM
TOP OF CURB ELEVATION
VITRIFIED CLAY PIPE
EXISTING
LATERAL
MAX IMU VI
TYPICAL
AGGREGATE BASE
WITH
APPROVED: CITY OF SAN MATEO
• CITY ENGINEER
DIRECTOR OF PUBLIC WORKS
a 21-8,5
DATE
DATE
•
REVISIONS
DESCRIPTION
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DATE /-30-Br
SHEET
8
OF 9 SHEETS
JOB NO. IG257-740
1
2-2-70
511k NO* 5915
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PARKING STALL
DETAIL(TYPICA C)
NOT TO SCALE
12' WHITE REFLECTIVE
STOP BAR-.
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HITS
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TYPICAL STOP BAR
DETAIL
NOT TO SCALE
MARINA
GENERAL NOTES
ALL STRIPING AND SIGNING SHALL BE IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, BY APWA,
1932 EDITIDN,AND -THE CURRENT CALIRANS TRAFFIC MANUAL.
LEGEND
STOP SIGN
INSTALL STREET NAME SIGNS
INSTALL TWO-WAY BLUE REFLECTIVE MARKER
EXISTING FIRE HYDRANT
INSTALL WHITE "NO PARKING" LEGEND ON CURB FACE
4
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DIRECTOR OF PUBLIC WORKS DATE
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DESCRIPTION
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DATE 1 -30 -06 —
SHEET
9
OF 9 SHEETS
JOB NO. 16257-740
2-2-70