S-85-12.1-12.2S `•/ s /�• �� s S
E T. X /S 8 " vcP SEWER
I -1' 96.75 L. P CdRB i 64I`TTER RECoNSTRdCT /onL (P O.3/
i Wl4SON STREET
/ X= 3, f�OAIV71 E PLAN PROF /LE Dt kSS -OR 1 /
1n X =3' Y =6' W =�O Y- a =3 y.7
II CURB _ dCT /oN of C4TfN BAS /i✓ GOGgL
O �AV i A(r AU �IJ EXIST 611CURB 1(V � R,�O� 6 2 o�� IO nm 2 exl9� 1`0 L \ ^0 to �.
GENERAL NOTES : FoR 6RAOIPI6 /STREET IMPROVEMENT PLAN ^FELL hIG1N(/AL i i ° _ t
OT(c6E:T L AHT
1. ALL WORK d MATERIALS WITHIN THE PUBLIC RIGHT- OF-WAY SHALL CONFORM TO THE
CITY OF COSTA MESA STANDARDS, THE CONDITIONS OF APPROVAL AS APPROVED ON
6/1 V65, & SHALL MEET THE APPROVAL OF THE CITY ENGINEER. k4e E ALL WORK SHALL BE PERFORMED & ALL MAT'LS. SHALL BE IN ACCORDANCE WITH - - THE STANDARD SPECS. FOR PUBLIC WORKS CONSTN. (GREEN BOOK) CURRENT ED. e / 3. CONTRACTOR SHALL FURNISH d INSTALL ALL SIGNS, LIGHTS, BARRICADES, (7B - .� a 4TKeF LA H1�' 1 °
FLASHING ARROW BOARD, & ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, (- - 7g�TG -� \ '� I ^ N01D'}EOhF.
INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS
MENTIONED SHALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMEN75 AS 7a 1pl " \ �` , Y o• �__
c.
SPECIFIED IN THE LATEST EDITION OF THE 'CONSTRUCTION SAFETY ORDERS,' AND \ q /
WA.T.C.H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE L
Q b
C.V.C. & CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. / TRAFFIC CON. I'OK, EXIST CATG'N 9 r ! •` \ /
4. CONTRACTOR SHALL OBTAIN ENGINEERING DIVISION PERMITS PRIOR TO START OF / �y (FLU�iH) BqS /N -Ws 7' °ST O^p� MA /NT.4/N4 CLEARANCE -LISE I
ciTy STD. /✓o. 403
ANY ON- OR OFF -SITE CONSTRUCTION AND /OR GRADING 6 REQUEST INSPECTION FROM ' � e � \ .1 11 Af. � ° r�l -
CITY ENGINEERING DIVISION 46 HOURS IN ADVANCE OF PERFORMING ANY WORK, �Mr I Olk i j . U ,
TELEPHONE (71 4) 754 -5323. THE CONTRACTOR SHALL MA'NTAIN A COPY OF PERMITS
AND SIGNED PLANS ON THE JOB SITE. / / • 3� ,cc 45' /E /ogoo' /
L THE CONTRACTOR SHALL PAY FOR THE INITIAL SOIL & MATERIALS TESTS & ANY /'• `r �� �� - !�
SUBSEQUENT SOIL & MATERIALS TESTS DEEMED NECESSARY, DUE TO THE FAILURE OF % " 0� PROR
THE INITIAL TESTS, AS DETERMINED BY THE CITY ENGINEER. / * - �G M O F5 m *W NRA/OA/Ly \,� Q 7 �w/�
1
O
DESCRIPTION
QUANTITY
UNIT
O1
CONST. 6" CURB PER CITY STD. NO. 301 (TYPE 'B') (ON -SITE)
205
L.F.
O2
CONST. 6" CURB & GUTTER PER CITY STD. NO. 302 OVER 6" ( MIN. ) C.A.B.
'220
L.F.
O3.
CONST. 5' CONC. SIDEWEALK -4" THICK (ON -SITE)
.465 %,_4:.
5.F ..,w
O4.
CONST. DRIVEWAY APPROACH PER CITY STD. NO. 504 OVER 6' (MIN.) C.A.B.
/0$0•
$.F,
SEE PLAN FOR "W", "X ", & "Y" DIMENSIONS
_
CONST. 3' A.C. OVER 6" A.B.
40
6,480
S.F.
6O
REMOVE EXIST. BLOCK WALL 4 EXTEND EXIST ASPHALT To FACE OF BLDG.
65
a.
O7
REMOVE & RELOCATE EXIST. POWER POLE GUY WIRE BY S.C.E.
2
EA.
OREMOVE
EXIST. TREE WELL & STREET TREE PER PARKS DEPT.
I
EA,
OREMOVE
EXIST. CONC. SIDEWALK, DRIVEWAY, AND A.C. PAVEMENT
1300
$.F.
1 0.
SAWCUT & REMOVE EXIST. CURB & GUTTER
L.F.
145
REMOVE CURB & GUTTER BY SAWCUTTING JOIN BETWEEN GUTTER & A.C. PAVEMENT.
REPLACE CURB AGAINST A.C., IF A.C. IS CUT OR DAMAGED A MINIMUM OF 3'
Or A.C. SHALL BE REMOVED & RECONSTRUCTED ADJACENT TO THE GUTTER.
11.
CONST. 8' CURB & GUTTER PER CITY STD. NO. 302 - OVER 6" (MIN.) C.A.B.
CONST. SIDEWALK PER CITY STD. NO. 402 4 403 o ✓ER 4 "(M /N) C.A.B.
50
L.F,
$.F.
12.
340
13
ecTENO B%15T 6 "VCr5GWE2 WITH NEW G "Vcf, sEWee- To P. L.
L.s.
6. PAVEMENT & BASE THICKNESSES AS SHOWN ARE BASEu ON A PRELIMINARY R - _ % LOMB A45 _
VALUE. DURING CONSTRUCTION A SOILS TEST SHALL BE MADE TO DETERMINE THE T(tA1PF1c 1 r.IAL�� p5 '4- "C.O.T.G• n �pq�>z _ / ^q. >900 Y S�PL.°IN QUANTITIES SNoWN HEREON ARE FOR BOND /N6 PURPoSES ONLY. CONT/QACTgQ -
G/� 20- � I 1S RESPON5181E FOR PERFORM/N6 /•J /S OWN 0,VANT /Ty TAKEOFF.
ACTUAL 'R' VALUE &THE THICKNESSES WILL BE ADJUSTED ACCORDINGLY. TESTS 1 \ter' of / �,a I PA /A/TED SNK P -
T 1
SHALL BE MADE BY A LICENSED SOILS ENGINEER & APPR'D. BY THE CITY ENGINEER,
7. PARKWAY TREES WILL BE PLANTED & IRRIGATION LINES INSTALLED INCLUDING 0 - ARROW, s _ p�P aY ACTUAL STRUCTURAL SECTION WILL BE DETERMINED AFTER ROUGH GRADING BY A
RISERS, HEADS, VALVES, &METERS As DIRECTED d IN ACCORDANCE WITH THE T(LAFFIG CON. Fjo1( d G� >9 ter_ ¢ sEw�q EARTHWORK
REQUIREMENTS OF THE CITY OF COSTA MESA DEPT. OF LEISURE SERVICES. ( FLUSH) \ I/y8 R, �O ?o °,c I �� R A.C. „ LICENSED SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. '/� yy
6. LOCATE d PROTECT ALL UTILITIES IN PLACE. I I -O I > 2 g' $F� CUT 250 cyds.
9. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED ENGINEER AND CER- I •'% �>> PLUMB /NG SITE P,Lp.N 5
TIRED IN WRITING AS TO LINE d GRADE PER APPR'D. PLAN & SUBMITTED TO THE ha.go, rG I I - kk /�2 "?> 't 5 - SAiEET P -/ j FILL 60 cyds.
CITY ENGINEER. 0 j ��
- -
10. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT OWNERS IMPRVMTS, 1/o - \• �i Qzy EARTHtNoRK Qd4N7-1T 1E6 51 oOWVI 00ES
WITHOUT OBTAINING WRITTEN PERMISSION FROM THE OWNERS OF THE ADJACENT �CIST I ryy�i I NOT /A/CLC/DE 4AI ALLOWANCE FOR
PROPERTIES, AND SUBMITTING A COPY THEREOF TO CITY ENGINEERING DIVISION. O' �l 0• -
GAT� H 8 Q/W SHR /NKA6E OR SdBS/DE/rCE.
11. WORK, ONCE BEGUN, SHALL BE PROSECUTED TO COMPLETION WITHOUT DELAY SO AS vyIN , I I o _ 1A A / 501 dOJ
TO PROVIDE MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE W "71 B41G Y(.{ 4G (4 AT/ �° -- - - -- ___
TRAVELING PUBLIC. _ 79• PAD mo
12. ALL ST REET STATIONING REFERS TO THE CENTER LINE OF THE STREET AND CURB T \,) A0 80• 0 � 9�i ��,U. WAT � WF /N6 RE4d /RED' •+ , 43 -71 - 2o' 71 "13DATA REFERS TO THE FACE OF CURB. - y'O - I �� 1E
13.. THE AMT. OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL (7]ey)� 1 I F4. /,2 °° ✓ 3iI It
BE 5.6 PERCENT BY DRY WEIGHT. THE EXACT AMT. WILL BE DETERMINED BY THE
CITY ENGINEER.
14. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY SURFACE WORK IN THE I _ _I .. EX /ST. e4. C. ) I 4 t/2 EX /ST• ,9. C• PUBLIC RIGHT-OF -WAY. 1 6. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES ° JO 10 SHALL BE CONSTRUCTED TO PROPERTY LINE PER CITY OF COSTA MESA STANDARD ,•. °::n. e: o• +° `` -
PLANS. LOCATION, TYPE d WIDTH ARE TO BE APWD. BY THE CITY TRAFFIC ENO-R. ) e
16. PROCESSED MISCELLANEOUS BASE MAY BE USED UNDER WALKS & CURB AND GUTTER
IN LIEU OF CRUSHED AGGREGATE BASE. I I H 'P�
17. ANY LOT CORNER OR OCEMA BM, MONUMENT OR TIE DESTROYED OR DISPLACED SHALL �•(L " O �,� 2 6 "(M /M)CA R. 1 O'Q'B
BE RESTORED TO ITS ORIGINAL POSITION BY A LICENSED ENGINEER OR SURVEYOR. `�O KOe '�4 l7 1 6 °(M /N.)f.,�LB. 4 ,
ANY CHANGE IN LOCATION OR ELEVATION SHALL BE REPORTED TO THE CITY ENGI-/ WW ti 4
NEER & OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 1/Y x 11' L11 I V O ab Amp � ,
PAPER (ONE SIDE ONLY) SHOWING LOCATION & TIES OR LEVEL RUN. . I I .1 (T 8 `'�°\ 4 "M //1/ C.A.B. - t
18. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE TO FUNCTION I %FjT. 6 "MIN. 44VOST DRWy, 1.. --
ESPECIALLY DURING STORM CONDITIONS, AND APPROVED PROTECTIVE MEASURES AND vo =033 - 4c
TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPER-
TIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR
DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO THE OBSTRUCTION OF _ v Q 4 TYP, SECTION - FAIRVIEW ROAD TYP. SECTION - WI LSON STREET '
NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE COMPLIED WITH, A
FULLY EXECUTED, NOTARIZED, d RECORDED AGREEMENT BETWEEN THE AFFECTED 1 _ / 7-P,
PARTIES WILL BE EFFECTED. i I , I (797 ` p 1.1 ) NO SCALE [b 1L
19. ALL HAUL ROUTES MUST BE APPROVED BY THE CITY ENGINEER. • : I )fiy V1 \'U •L NO SCALE
20. THE PROJECT SITE SHALL BE MAINTAINED IN A *WET -DOWN' CONDITION TO THE ~ n ' A.&_ F7 0.11 c
DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. PERIODICALLY, SPILLAGE AND y - 017 / -
DUST SHALL BE REMOVED FROM THE PUBLIC RIGHT- OF-WAY BY SWEEPING OR 0• O .
� I I. 4,• �+ 9LOUC IAIAw p EX /ST. B[K.
SPRINKLING, HOWEVER, WATERING THAT RESULTS IN MUD ON PUBLIC STREETS IS W >4�0 /� W4LL -Z
NOT PERMITTED AS A SUBSTITUTE FOR OTHER CLEANING METHODS. ' Q' - - (� FF =80.7
21. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE I I e 4 \ o S� , '
AS APPROVED BY THE CITY ENGINEER. I �T
EX /ST. A.C. N Q 4' ✓,.
22. AS BUILT' DRAWINGS SHALL BE SOBMITTED TO THE CITY ENGINEERING DIVISION O' / / F c - 80.7 � S
UPON COMPLETION OF IMPROVEMENTS AS SHOWN ON THE APPROVED PLANS. I / •1 / I 43.83 0.17 '
i� t/5 /8 TYP. 25 R /VEWf{y l8 TYP 5
I - - h e' a .: EXTEND EX /ST ASPHALT I •$
23. ALL UTILITY TRENCH BACKFILL, MAT'L., &COMPACTION SHALL CONFORM TO CCM STD. a - MIN. \, To FADE OF BLDG.
NO. 601. BORE UNDER EXIST. IMPROVEMENTS - TUNNELING 15 NOT ALLOWED. I I I, �° 8 _ - • • I x (SEE PLAN WERE Ocraw)
NO OPEN EXCAVATIONS WILL BE ALLOWED OVER NIGHT - BACKFILL OR PLATE - h Q O
24. ALL STORM DRAIN WORK & MAT'LS. SHALL CONFORM TO OCEMA, LAFCD, & CITY OF rVl •° SECTION B - B
COSTA MESA STD. PLANS & MEET THE APPROVAL OF THE CITY ENGINEER. >QS-� I • I y Q • O WAIST 6. 12" '•' ,
25. PIPE AEDDING N TRENCHES SHALL BE PER LACFCD STD. DWG. 2D 177, CASE III. ?9iJJrc 6 0EEPENED FrE. NO SCALE `
26. ALL CATCH BASINS SHALL HAVE HORIZONTAL PROTECTION BARS PER LACFCD STD. 2D 175. _ 5 - PAD 8 0.2
27. ALL STORM DRAIN MANHOLES SHALL BE LEFT BELOW SUBGRADE. THE CONTRACTOR SHALL �B r
RAISE THE MANHOLE FRAMES & COVERS TO FINISHED GRADE 6 MAKE NECESSARY , >_89,b ' - ORANGE -
REPAIRS TO THE PAVEMENT. k 9 ?� I I �� 4 l PRO ED CONc: BLOCK Bd /LD /N6 6 SECTION A - A BAST O
28. PRIOR TO FINAL BUILDING INSPECTION, THE CIVIL ENGINEER SHALL CERTIFY ° �I \ (7 `/pj D,'L OO COLLE6E 3 ,
TO THE BUILDNG OFFICIAL IN WRITING THAT GRADING & DRAINAGE WERE I ° -� - (..O` NO SCALE O,pA�'E CodNTy -
SATISFACTOH:LY COMPLETED. °S' >9
29. BEFORE ANY 7ONCETE 15 PLACED. THE SOILS ENGINEER SHALL CERTIFY TO THE \
BUILDING OFFICIAL IN WRITING THAT COMPACTION WAS SATIAFACTORILY PERFORMED, 7. I � C ,Ul'Cw $ FA /R DR. p•
THAT DESIGN PARAMETERS HAVE BEEN FOLLOWED AND THAT SULFATES ARE NEGLIGIBLE, ,7)F _ lm•(,yryl(rJ)
OR CORRECT VE RECOMMENDATIONS WILL BE MADE - e '� - '
30. PERMITS WILL BE REQUIRED FROM THE MESA CONSOUDATED WATER DISTRICT, ORANGE I o- /y ,�� 2 - � 2•/,- 00 g ibD� Z : e
COUNTY SANITATION DISTRICT, d COSTA MESA SANITARY DISTRICT FOR CONSTRUCTION >�� ?fl .>��, - o MESA CONSOLIDATED WATER DISTRICT R.( t�`
OF WATER & SEWER IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY EACH 46 HOURS PRIG � fi -�
31. GEOLOGIC NAND /OR SOILS REPORTS PREPARED BY AAKO ENGINEERING AND DATED ,� °q5 • I PERMIT NO. 07289 �►�� 'p
JULY 1 2, 1 985, HAVE BEEN REVIEWED & APPROVED BY THE BUILDING OFFICIAL I y^ °, _ � ,•' /LSON AVE.
INCLUDING ALL SUPPLEMENTS, ADDENDA, AND AMENDMENTS THERETO ARE INCLUDED - 'sue II COSTA MESA SANITARY DISTRICT
BY REFERENCE. COPIES OF THESE REPORTS ARE ON FILE AT 151P BALL ROAD, I _ •4
ANAHEIM, CA. ALL RECOMMENDATIONS CONTAINED THEREIN MUST BE FOLLOWED. Q� \� `� si r- - APPROVED WITHIN STREET R/W ONLY PRO ✓K'T sirE
32. THE SEWER ..'iaTEM SHALL COMFORM TO THE STANDARDS OF THE COSTA MESA in 5
SANITARY Dl.,!•LCT. •J
33. CONTRACTOt, aHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT 11
ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: h1 4) 631 -1731 3; I H 3 / VICINITY MAP -.
34. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE / /Q%
CONSIDERED UNACCEPTABLE. I Od o� �IZ 11 8S NO SCALE
35. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF -� B C,C 1 �` DISTRICT ENGINEER AD TE -
WORK FROM THE DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA, 4.4%
77 FAIR DRIVE. TELEPHONE: 01 4) 754 -5323. 6'0 I S G ^ �y �, - \ 1 REVISIONS
36. CLAY PIPE JOINTS SHALL BE TYPE '0' MECHANICAL COMPRESSION JOINTS FOR MAIN G c 0 Q ,a (iy F • fi
LINE SEWER. TYPE 'D' JOINTS, BAND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR Ag K' 4 A� 5 1� - •Ra °�� �"•' - LA -
LATERALS AND REPAIR WORK ONLY. I ° �� qQ ^Ah +ti A '� np c,� �6� h� BY APPV'D. DESCRIPTION Q
37. STAMP'S' ON CURB AT SEWER LATERAL LOCATIONS. 31- 7 S.�% T,('S �/.SSO% J.SS:Ye
IryP s Qrs�� PA - 85 104
BENCH MARK: CITY OF COSTA MESA
�� Vt 7.5 TYP, l6 5/83 O.C.B.M. 1RCM - 32 - 81 ELEV. 78.51 6 APPROVED FOR CONSTRUCTION WITHIN FAIRVIEW ROAD
`\ &WILSON STREET
k / Qe \k ^� (G �p \ Qj ON THE SOUTHEAST CORNER OF FAIRVIE1y ROAD AND WILSON STREET, ON THE NORTH
�54WCNT ,jj Q, v k41 �?� W W �' EAST CORNER OF A 3.5 FEET BY 8.2 FEET CATCH BASIN, 6.7 FEET S.E. OF THE
3 I p F-�yd ��(' 6 q. 1 g {.� m f � SODUTH END OF THE SOUTHEAST CURB RETURN, 11.5 FEET NORTH FROM LIGHT POLE So \ 43>� �� � Fy �3Z• #2048413E, A DISC FLUSH WITH THE WALK. CITY ENGIE. 1 9388 DATE
W a ^ e � eaxIsAmeMn)7r.•kUM / *85
SewM Awe, C+19bewle IIE705 �; DATE: ?
M49 &"-#W J.IJ. #Igo.o3A
vs. 00 o. LJN HARBOR PACIFIC PLAZA D�s16N:RT
Q `�,Yh iBJ� 2 rj9 '3ylr 4'GONG. 6LOC.K v�ALL, GONG• PlAhtc. �J A.G. .� 3 '
• O b' cLII2DJ PL ArJ �EI2 5, A.G. �j - 3 �� & siH 2 2 44 FAI RVI EW ROAD o�AFr: ar
Q/ c5 , . I r 1L ciam &irlwe°ee • Lewd Swva e
i/0 7 A S CITY OF COSTA MESA, COUNTY OF ORANGE, CALIFORNIA °
' ALAN R. SHORT R.C.E. 30873 DATE SHT. 1 OF 1
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