S-78-9.1-9.8CONSTRUCTION NOTES & ESTIMATED QUANTITIES
GENERAL NOTES -
_ - - --- - TYPICAL SECTIONS . _ STREETS ; QUANTITY
srmEET AND _5MRA4 0eA /A/ A107Ed SEWER /VOTES 1t 1I
L Const. 4 A. C. over G 'A. B. W /M.C. 70 prime coat 93,417 S. F. '
1. 'Alt work other than storm drain work, shall conform to the City of Costa Mesa L The sewer system shall conform to the standards of the Costa Mesa Sanitary.
Standards and shall meet the approval of the City Engineer. All storm drain District. 1L R 2. Const. 4" A.C. over 16" A.B. W /Il.C. 70 prime coat 18,700 S.F.
work shall conform to the L.A.C.F.C.D. standard plans and shall meet the 46'R /W L -- 3. Const. type "C -8" curb Fi gutter per CCM Std. 302 2,366 L.F.
approval of the City Engineer. 2 6" V.C.P. house connections shall be constructed from the sewer main to the I I 4. Coast. type "C -6" curb and utter per CCM Std. 302 2;827 L.F.
property line for each lot. - PUBLIC I 23' 23' I PUBLIC YP 8 P '
UTILITY UTILITY _
2. All street stationing refers to the center line of the street. EASEMENT ��' '' I- EASEMENT i bawa/t outside ed a of ex. concrete avement •clot smooth bin gD L.F.
E. The developer shall furnish the sewer contractor with a plot plan indicating 3 S' te' IB' S' 3' , P J .
3. Paving and base section listed in the quantity estimate are for bidding the recommended location of the house connection for each lot prior to sewer ' ( 6. Const. transition from type "C -8" C h G to type "C -6" C 6 G 324 L.F.
.purposes only and are subject to revision upon receipt of soils tests. main construction. i 4 2% 2% 4 I i 7. Const, sidewalk per CCM Std. 401, 403 and 407 15,123 S.F.
4., Curb data refers to the face of curb. Manholes shall be brick or recast concrete as manufactured by Associated I - - - - 7A Const. sidewalk per CCM Std. 402 10,971 S.F.
4, p
c Concrete Products, Inc., or approved equal. 7 I I 7 I ,7B Const, sidewalk per CCM Std. 403 i12,S.F.
-S. a. Parkway trees will be planted in accordance with the requirements of "
the City of Costa Mesa Park Superintendent. S. Sewer manhole frame and cover shall be Alhambra Foundry A -1270 or approved 7C Const. mail box cut outs per CCM Std. 407 b8 PA. ,
TYPICAL 46�RIGHT-OF-WAY e
equal. 8. Const. wheel chair ramp per CCM Std. 506 2 LA.-
` - - NO SCALE _ _
b. Parkway trees will be planted and irrigation lines installed including AL All.sewer manhole frames and covers shall be left 6" below finish grade. R
PRINCESS COURT (PRIVATE STREET) 9.. Const. wheel chair ramp per CCM Std. 507 %' 12 EA.,
-risers, heads, valves, and meters as directed by the Costa Mesa Park --1 SUMMERSET CIRCLE (PRIVATE STREET) 10. Const. driveway approach w /depressed curb per CCM Std. 303 and 503 6 „492 S.F.
Director. 7 All sewer house connections shall be 'placed prior, to surfacing of streets. ; 50'R /W 11. Install street light per CCM Std. 701 (250 watt) 3 EA.
( ) PUBLIC
6. All work shall be performed in accordance with the Standard Specifications d The sewer contractor shall raise the manhole frame and cover to finish grade
PUBLIC I I tmurY
B UTILITY 25' 25' 12. Install street Light per CCM Std. 701 '(150 watt) "'3 EA.
for Public Works Construction, dated January , 1976. ( "Green Book "). after street surfacing is completed. " ' �r EASEMENT
" • 13. Install street light per CCM Std. 701 (100 watt) 13 LA.
.EASEMENT 3' S' ZD' 2d. 5' 3' I
9. Clay pipe joints shall be mechanical compr"sion joints: 4echanical cove i I 114. ln5ta11 street nww siZIN geT CCM std. 666 7 EA.
7. Contractor shall furnish and install all signs, lights, barricades, and pression joints shall be "Wedge-Lock", "Speed -seal Mainline ": or approved 3 2 x 2x 3 i5. Install survey monument per CCM Std. 603 = 6 EA.
any other traffic control or warning devices, including flagman, as may equal. )
be required by the Engineer. All items mentioned shall be in conformance 7 / 7 16, Remove existing curb and gutter 52 L.F.
the latest edition of the /O. In no case will jointing material using neat Portland cement, mortar or 1 `
with the current requirements as specified in J g 8 0 - -
"Construction Safety Orders ". Failure to do so will be cited under appli- grout be permitted.
cable section of the C.V.C. and correptive costs to the City will be charged. 1! Cast Iron pipe shill be Class /30 Or heavier with hhE D/p Ciium/nAUS TYPICAL 50 RIGHT -OF -WAY m f
[oath Ind d7 pro✓ed r"ec/37n /Ca/ Ginty. NO SCALE . 18A Feather over existing pavement to satisfaction of the City Engineer L.S.
8. Contractor shall obtain a permit and request inspection from City Engineer- P `/ DANIELLE DRIVE
ing Department to be made 48 hours in advance of performing any work. /2. Contractor shall request inspection from the office of the Sanitary District WIMBLEDON WAY SALINAS AVENUE, 188 Cwt. Fov 5ed/ Coat. Wei. cd1st: Phrdt. , L9.
Telephone: 754 -5323. Engineer 24 hours prior to commencement of work. Tel. 754.5/00 de'R /W
NORTH
9. The amount of asphalt binder to be mixed with the.aineral aggregate shall 13. Permits for sewers shall be obtained from the Street Department, City of R/W '
be 5.6% by dry weight. The exact amount will be determined by the City Costa Mesa 77 Fair Drive. Tel. 754 -5907 az
Engineer. FUTURE R/W SEWER
•
/f. Work not done in the prese}1ce of the District Engineer and /or agent is 7' 35' 35' T , SOUTH
subject to rejection. t FUTURE 19. Const. 8" V.C.P. sewer ipain 2,S06 L.F.
J J I VAR /ES 12' 12' 19A. [nnst. B" CLASS iso ar Mauler [.. <iV /ho! d;p B,�ym /nuns Vin/ 4,gtrv✓td mlrr<fiaaiv/ 70 L.F.
WATER NOTES 3 • ainfS) newer %fs /n lLe tb amt s) Cent er tut der rn�le .
IMPROVEMENTS 11
10. CeIattwef i- shall J for the initial sbil and Ma>aria/ tests. and an g Specifications 0. /.ID2N. Exl vMT. 20. Const. 6" V.C.P. sews laterals E2D L.F.
i y % Water mains to be installed according to the 1974 Standards and R�
Siborfaefft sd /s , vvav era /s tests da ma i necessa hie Acdy E iffier. of the Costa Mesa County Water District. - + -- -- _
�'YbY %'J. m 7 2 -- t 11. Const. 48" h. D. sewer manhole ,- 13 E.A.
8B P /A. Stub P/u D• ✓.C.P. / EA.
Y. Contractor to have on Job site copy of 1974 Standard Specs at all times. 9
11. Where driveway depressions are constructed, the driveway approaches shall
22. Resurface trench per CLAM Std- 80/ 3U0 S.F. _
Mesa standard plans. J. Contractor to notify Costa Mesa Count Water District 48 hours prior to construction. SOUTH COAST DRIVE
be construced to property line per City of Costa Mss s p Y Y '
Phone: 714 31 -12 r 714/754-5398). No SCALE 20A Const.6"V:c.P- sewer• laterals witA JOL.F, G "e.I.R CenferIed on,I -"ter, main i,l2o L.F,
Location, type, and width are to be approved by the City Trsffic Engineer. ( /G 00 0 - � `
P w' be made riot to STA 4 +63,69 TO STA. '7+60.44 =
12. All underground work shall be complete prior,,to any surface work in the
14 All Plan Check, Inspection and Engineering Deposits ill p r-
signature of Asst- Eiener�I Manager. WATER
. ,i I � MATERIAL L15T `•
,public right ofivay. 106' R/W. _
5. A Bond will be posted at the completion of project for 10% of actual cost and FuruRE R/W "g Z3. Instill Bl.w off as Qer Dist. Std pwg +7 i EA.
13. Street lights to be installed per City of Costa Mesa Standard Dwg. No. 701. NORTH
will be held for one year. SOUTH
'The final locations subject to City Engineer's approval. R/W 53' 53' 24. Const. 8" A.C.P. water main per C.M.C.W.D. seq. (Cl 150) 2,681 L.F.
14.:- Street name signs to be installed back of curb or on bracket mounted on .
G Required separation between sanitary sewer and water mains will be 10' HORIZONTAL, -
25.' Const. water service per C.M.C.W.D, std. 1, Type "8" :G9 E.A.
street light pole, per .City of Costa Mesa Standard Dwg. No. 606. 3' VERTICAL. v 46' 46' T P yP
FUTURE �23A. Count. I" Imgatlop water Service pper C.ML.W.D. Stn: 1 Type ''8"
26. Install, A % ing Sleeve and el-
7. Service laterals shall be set to lghode by contractor prior to the installation VARIES 12' 12' IMPROVEMENTS VP
15. Stain "S" on curb at all sewer lateral locations. of water meters and boxes. 3 O.d'/,701 /• EXIST PAVMT. - -�
P '•�� 36A. Relocate existing C.MC.W.D. l2 "AC.P. water mein ss per deiall sheet .'I '3EA
16. Any City benchmark, monument, or ties that are destroyed or disturbed Install backflow service as r Costa Mesa Count Water District Resolution 1811.'
during construction shall be replaced. Any change in location or eleva -, Y q 2 18B 28. Install >,` Butterfly vi/Yes liT X :FI' 11 E.A.
P
'tions shall be reported'to the City Engineer by a licensed surveyor on y, .All water mains shall have 3'6" minimum cover to finish grade unless oihtrwise n,,rs��ed. - -
g T 29. Install fire hydrant per C.M.C.W.D std. dwg..s 7 E.A.
8 x 11 loose leaf paper (one side only) showing location and ties, or SOUTH COAST DRIVE - " a
&158. Con5t . lYt Irr9 atlal water service per C.M.C.N.D. Std. 2 Type D _ I EA.
.level run. • /0. Raise all existing gate valves to grade. - `� ..' No SCALE `` ; ; 25C. " 9 P �'P `
INDEX MAP
STA. 0t 76.41 TO STA. 4+11.33 aJa Lenst 2 1m9aZIDn water SetvlCG flLr C.M.C.W.O Ste. 2 Type 3 r A.
STORM DRAIN
17. Protect all existing utilities in place: , /L All wafer mains W111 be tested at 225 P.S.L •ibr -Four- hours. -
a alacrcarE - - - -- FOR t.
4 I -36. Install 6011 R.C.P.. - 1000 D (bedding per LACFCD std. 2 - D177 1 465 L.F. i
18. Pie bedding in trenches shall be per L.A.C.F,.C.D. Standard Drawing 2D 177, Case LII. -- - - - -�� v aRae TRACT NO. 10276 N , ( ) ( g P } ,
A P g P _ 1 Y �----- -SBACT NO • I0977 I I� I , �. " •
I J 1 ^- -31. Install 48" R.C.P. (1000 D) (bedding per LACFCD std. 2 -`D177 230 L.F:
19. All catch basins shall have horizontal protection bus L.A.C. F.C. D. Standard " 111
i9 g p )
P Per PARK l sNEET NO.
Drawing 2D 175. / : .32. Install 42" R.C.P. {1000 D
.0~ :. D) (bedding per LACFCD std. 2 - D177) 3S2 L.F.
AW
20. All storm drain manholes shall, be left below subgrade. The contractor shall raise a n I J W 33. Install 36" R.C.P. - (1000 D) (bedding per LACFCD std. 2 - D177) ' " ;235'L.F.
the manhole frames and covers to finished grade,and make necessary repairs to the a "' T o T 'Q ,� g P
-pavement. / y�l7 2 *, ' 34. Install 27" R.C.P. - (1000 D) (bedding per LACFCD std. 2 - Di .77)
125 L.F.
$ ff� 35. Install 18 R.C.P. (1500 D) (bedding per LACFCD td. 2 - D177) ,. 409.L:F.
_..
.21. A permit will be required from Orange County Flood Control District for connection gJ,q STREET •� µ �' s ' r.u. 36. Const.' M.H. N0. 2.per LACFCD std. 2 -D184 '" 6 E:A.
into the existing flood control Channel and for all other work within their • ,' rd i -
�� �^
jurisdiction.
Jti ! . 37. Const. J.S. No. 2 per LACFCD std. 2.-D112 3, E.A.
22, All installations and work affecting County properties or facilities shall. - Nth �Y8 = 30 •3 w `J
conform with standard specifications and with the provisions of the construe- E S!. I - �_9/ i . " 38. Const. J.S. No. '4 per LACFCD std. 2 -D193 2. E.A.
tion permit granted by County's Central Permit Division. Contractor shall �27- P A.
maintain a copy of said permit; and stamped plans on the job site. Use of 54 �� 'S3+ 00 = 33 \v * 39. Const. C.B. No. 1 per LACFCD std: `2 -D160 with Local Depression per 2- D41S =2" & E.A.
County' property and conformance with the above shall be subject to insPec- LO 4., Zb 2 �� / w CV
tion and approval by County's duly assigned inspector. -- I 52 : - Al y \% _40. Const. C.B..No. 2 per LACFCD Std. 2 -D162 with Local Depression per 2- D415 -2" 2 E.A.
r eb
P i 2S d 41 i-i!
COUNTY INSPECTOR SHALL'BE NOTIFIED r smR ; aa $ _ �O j; Q ' W 41. Const. -out -et structure per detail on sheet 6- 1 E.A.
48 49
PRIOR TO COMMENCEMENT OF ANY WORK i ° r� • so / 42. Install grouted rip -rap per OCFCD specifications - 1,010 6.F.
? 4 b
' m,rt• ova anus ' c �
$ 43. Const. Cone. Collar per LACFCD std. 2 -D393 - - 1 E.A_:
IN ACCORDANCE WITH PERMIT PROVISIONS 'S ?4 SUMMERS T I c.r 2�0 P
Z _ -. - w_,•.�.. - • -• - -• -... w.... -.. t`�� &44. Remove exisEing C.M.P. Inlet and Dlug existing 12 °'CDnc, drain In both direetIDns 4g <
f j r ie &* 5. Resurface Trench i- CC M. Std. 801
... ... at > i ...,,,.� s ./ titEO g.F.
s ( PROJECT ,r!' _ a 10.JW'vfMWe�''EW .►_ 46. Remove exiAi Catch Basin
TR. /027b G"k 9"1 / // / /3 / ! I ! / I (�' s -'�+AFis ' �} l EA dl
T /0277
> _L - -_ _ -- e. - 1141. Stub -cut L "A.BS. dtiln.I ne
` - - -
2 EA
� � � ese•t
iAIIIVIEW ROAD _- __ -_ -) ___ --
--------- «
wie, n
_ _� 979
1/ ICI N I TY MAP r - -- - -
-- FAIRVIEW -- M'�- - - - - -- - C M 507
TRACT NO. TRACT 10277 - van dell and associates, inc•
COSTA MESA COUNTY WATER DISTRICT COSTA MESA SANITARY DISTRICT COSTA MESA SANITARY DISTRICT NOTICE TO CONTRACTOR UNDERGROLiND STRUCTURES
1965 PLACENTIA AVENUE (714) 631-1200 civil w. ginws '
` CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETfi RESPONSIBILITY FOR JOB THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR surveyors ,ar1d pl8tlner8
COSTA MESA CALIFORNIA (714) 754-5398 STRUCTURES SHOWN HEREON ARE OBTAINED BY A SEARCH OF AVAILABLE
SITE CUNUITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING
92627 APPROVED BY: APPRO ED BY: SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY RLCORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING 2212 dupont drive kvklte, C8- 92715
AND NOT BL LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, U'hlLITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS Slidt e • a • 833
T1LI '3522
- n•�r •i<mr
KARL
L MANAGER
E. STEVENS) DI
R E V I S 10 N S CONTRACTOR
-. DESCRIPTION APP
ZWr A07Z5 li EST. J TY! <SR / i 1 5 7 !l) �l
0916Ar /ON WAISe 3AeV 1Cdr CSNT / ! ! 5 J 1fi4
r54L SEWER LOT!' AL ETA /L F WORK STARTED
WrAfe A"W CONNCCTAMI OETA /L <SA7 S } k WORK ACCEPTED:
GMT A/A.W AWO RASE` S. E0 OF WAIR A114AV /N *%fA&wrr n1&zE &AIrs) Wkry INSPECTED BYi
tFEY
DATE: /S -
T ENGINEER
DATE
NEER
INUEMNII•Y AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT-
ING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
REFERENCES
FIELD BOOK PAGE BENCH MARK NO. / I REFERENCE PLANS
ELEVATION: 32.02 1 STANDARD DRAWING NO. JO/_, J02
DESCRIPTION; A /N E. EASE I 40/ . 402 . 40.4 . 407 . SO..! .
W
DESIGNED BI J.D.M.
DRAWN BY, AL P 8b. • L8.
RECOMMENDED EYI
ABET. CITY ENGINEER
APPROVED
ENGINEER
RF1i1IIw:U '1'0 'TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORDW OR NOT
SHOWN ON 'TIIESE PLANS. JOHNNIE L. FREEMAN
D -
CHECKED BYI
CHECKED BY:
RIGHT OF NAY ACGUI11Ir01
RIGHT Or WAY
STREET, SEWER, WATER, AND STORM DRAIN PLANS FOR
TRACT NO. 10276 AND TRACT NO.'10277
TITLE SHEET
CITY OF COSTA MESA
I)[_1'AF?1M -NT OF LNG1NLLRING SERVICES
SH.IEET
J
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PLAN
NUM (BER
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