S-63-9.1-9.54 784
ESTIMATED QUANTITIES x*
(I ) CONSTRUCT 2" A.C. SURFACING WITH SEAL COAT OVLd PRIME COAT AND 4" AGGREGATE BASE.
(SEE STANDARD PLAN NO. I ku= t(inAY
(2 } CONSTRUCT STANDARD E" C04tULIL CUB AMU GUTTER. TYPE "U". (SEE STAIIOAR4 PLAN R0. 61. C I T Y OF v 0 S 1 A M E S A
ROADWAY EXCAVATION — — — —
O CONSTRUCT STANDARD 8" CONCRETE CURB AND GUTTER, TYPE "C ". ,(SEE STANDARD PLAN NO. 5). — -- — — — — — — - - 111,[CNl B,w C.Y
t- 2" ASPHALTIC CONCRETE SURFACING _ -_ _ _ — — — — — _ — — — -- _ �:F. ,
ORANGE COUNTY', CALIFORNIA "
OCONSTRUCT TRANSITION IN CONCRETE CURB AND GUTTER, 8" C.F. (TYPE C) TO 6" C.F. (TYPE D). 6 " CUk3 AND GUTTER (TYPE " D) _ — — — — — — — — _ — _ — — — — ,?tU L.F.
F? 8" CURB AND GUTTER -TYPE "C" — — — -- — -- — — -- — -- -- _ _ -- 55 L.F.
O CONSTRUCT STANDARD 6" CURB ONLY (TYPE A) CURB RETURNS (AT CROSS GUTTER AMU APRONS). — — — — — _
6" TO 8" CURB AND GUTTER TRANSITION — — — — — — a�u l.i.
SCALE: AS SHOWN DATE: DECEMBER 19 6 2 6" CURB ONLY AT CROSS GUTTERS C.F.
C -` O CONSTRUCT STANDARD CONCRETE SIDEWALK 4" THICK X 4' -U" WIDE.
H CONCRETE CROSS GUTTERS
CONSTRUCT STANDARD CROSS GUTTER AND APRONS, 8" THICK. (SEE DETAIL ON SHEET 80. 2). PREPARED IN THE OFFICE — — — - - — - - —
4' v" X 4" CONCRETE SIDEWALK
OF \�
CONSTRUCT 8" Y.C.P. SEWER MAIN, STANDARD MANHOLES AND 6" HOUSL CONNECTIONS. AGGRLGATE SASE — — — — _ _ _ — — — — _ r.^ _ 1,EJC T
^1 SC -too PRIME COAT _ _ _ _ _ _ _ _ _ _ w'3,UJO ,J:,L5
O INSTALL A.C. WATER MAINS (SIZE AS SHOWN), GATE VALVES AND FIRE HYDRANTS. (SEE COSTA MiESA
SEAL COAT —`— -- _ — — — — — — — — — — — — — —�� 1,244 C,Lv _
i COUNTY WATER DISTRICT STANDARDS). ENGINEERING
-
I o REMOVE 2" X, 6" REDWOOD HEADER AND GUARD PANELS.
STAitt.. ±k! ! GUARD PANEL _ _ _ _ — _ _ — — — — — — —_ 35 t . F,
2" A E" REDWOOD HEADER — — — — — — 40 L.F.
11 INSTALL 2 "X 6" REDWOOD HEADER AND STANDARD GUARD PANEL CONSULTING ENGINEERS
STREET SIGNS --- - - - - -- - -- — - - - - - -- 5 L
' SANTA ANA CALIFORNIA STREET LIGhTS — — — — — — — 13 _�.Lii
R - PHONE: KIMBERLY 7.4471 -
u" J.C.F SEaE, RAIN — — — — — — - — — — — — — _.4,3Cu �.F.
C" V.C.P. HOUSE CONNUCTION SEWER — — — — — — — — _ — 41 t'- I.. F. is ,+ Lis
STANDARD MANHGLLa — — — — — — — — ,— — - — — _ — —: — 3 EHCn
DROP MANHOLES — — — — — — — — — — — 1
GENERAL NOTES
a
♦ • /tf f il'L/.Cl:. �r: a'1 J/t l� :i G I {' i.:.�✓ i :,,/''i .• "T .•' {i /1 w.�:: /'1:.: (• L . �FORNERL Y . RAGT N °445/% _ :._� ' •. �.
1. STREET STATIONING RLFZRS TO t UMLLSS OThL&IISL NOTED.
--- ORA /NA6ESTRUCTURE(SEESNEET3) tj" n�i,ESTOS LLWtEHf WATER MAIN
fx - - ,
C. WATER SYSTEM SHALL BE INSTALLED 70 CONfORt 7G COSTA MESA COUNTY iV�3TEk DISTRICT ST.INUA;US. se s9 60 6i c2 63 66 65 66 B7 6B 69 70 7� 7211 I
u j E" ".)kSTU5 Cok.'Ir WATER MAIN — — — _ I,iJV I..r.
3. SEWER SYSTU., SHALL BE INSTALLEu TO CONFORM TO COSTA MLSA SANITARY U1STaICT STAHOA:IiS. L O R E A/ Z O A V E A/ E — — — — — — — —
1
. ; .. ^ �MU7 � s o aa� -- s-- -..-0_� i - __.: �� CN GA TL taLYE.,;I — — — — — — — — — — — — -- - I
1 8 "w
u 4. ALL STREET WORK SHALL CGNFOO', TO CITY OF COSTA MESA STANDARDS. ?; I � m "A" — _ -- — — — — _ — — _ - —
-:a c /4 /3 i2 // /0 9 B 6A 4 _w� -o Y. —� -)–
5. WhERL R11E�.AY aPRESSIONS Ai'E COtiSTiL TED THE DRIVEWAY APPROACHES SHALL $� COtiSTRUCTEU h 3 7 d ¢ s flt,L f.YiRANT AS Et; "LY (COMPLETE)
a 2: TO PtOPriiTY LINE PER CITY OF COSTA MESA STANGA,:O MO. 11 AND I[. --
_ V W /6 /7 18 /9 20 21 22 23 2 ve q,:
Q 3 ti
6. EMOTING IRRIGATION LINES AN; APPURTENANCES SHALL NOT BE REMOVED OR ALTERED WITHOUT `� = IAIDJOZA ea ds �e i rtATL:t
k 14 CONSENT OF OWNERS. CAASor N — AO vE ?> aB r
7. STRLLT NAME SIGNS TO BE INSTALLED (STANDARD PLAN NO. 17) ShOldN THUS: ® �1 � �
•"•� � O � h I DRAINAGE
51 h 44 43 42 4/ 40 39 3B 37 -1 3S s
8. STREET LIGHTS TO CE INSTALLED ShOkiN Thus: Q (2500 LUMEN UNLESS OTHERWISE NOTED.) h 0 � J s4 33 3 � CURB OUTLET Fi DRAINAGE 5TRUCTURE IN PARKWAY
(SEE SHEET 9) 10 L.P.
r •� DRAINAGE STRUCTURE IN DRAINAGE EA15EMF-WT 112 L.P.
.. SEViEk SYSTEM: ti ,
x.
6" V.G.P. HOUSE CONNECTION SHALL BE CONS7KUCTEU FROf, Tht SEWER MAIN TO THE PROPERTY LIiE
=r F00
h FOR EACh LOT. THL UEVELOPEa SHALL FURNISH THE 3LviEk CONTRACTOR WITH A 'PLOT PLAN.# INGI- i QO = STREET LIGHT, 400o LuereN
GATING THL RLCOMMENUED LOCATION Of THE HOUSE CONNECTION FOR EACH LOT PRIOR TO SEWER MAlo O = S'TReer ✓aewT, 25oa LuASeN O��J
COHSTRUCTI'?N. ALL SE }ER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFALIti6 Of StdEE7i.
ALL SEWEi; MANhOLE FRAMES AND COVERS SHALL BE LEFT 6 " BELOW FINISHED GRADE. THE SEWLK GUN- INDEX M A P
c�`pP "
k TRALTOR SHALL RAISE THE MANHOLE FLAME AND COVER TO FINISHED GRADE AFTER STREET SURFACING 0
SCAL E I "= 200'
E is LOi•IPLETEG. p p R \�
' TRAFFIC FOR A PERIOD Of NOT LESS THAN FOUR 4 A l 1 1� O Y A L S
IU. AFTER PLANT MIX SURFACING HAS BEEN OPEN TO R IC ( ) NEW
WEEKS, A SEAL COAT CONSISTING OF AN ASPHALTIC EMULSION SHALL BE APPLIED.
1I. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAYING. \
s. e
12. SEWER STATIONING ON THESE PLANS REFERS TO t OF SEWER ONLY, SHOWN THUS: 3fS0.0o
13. WATER SERVICES SHALL BE INSTALLED PER COSTA MESA COUNTY WATER DISTRICT, CIRCULATORY LETTER DATED JUNE sU, I96u. Approved this l4ff'day of Derrmber IyC2 sf
Approved this_[day of_�%r�� —lair -°
B
14. FIRE hYDRANTS TO BE INSTALLEU SHOWN THUS: 1r . ' FOR BOYLE ENGINEERIttG
r FOR CITY OF COSTA MESA
F.
* 15. AT LEAST 24 HOURS PRIOR TO BEGINNING ANY WORK ON SANITATION DISTRICT NO. 7 SEWERS, NOTICE MUS1 BE GIVEN TO THE J LAKEWOOD
SUPERINTENDENT OF OPERATIONS (KIMBERLY 5- 7147). ALL WORK ON CONNECTIONS TO EXISTING SEWERS SHALL CONFORM TO THE X4ve EIM
REQUIREMENTS OF DISTRICT NO. 6.
A. ti. Fiekes Re C1vil Iv !��EK3
STANTON E 9 Engineer o0µ4 D. Southworth, Clty Engineer
'CLAY Pl L wOtili C PCUNU SHALL BE "CPI -2" OR JC -6U ". MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE - LOCK," "SPELU -SLAL WAIHLINE," OR APPROVED EQUAL. IN NO l
CASE WILL JOINT MATERIAL USING NEAT PORTLAND CEMENT, MORTAR, OR GROUT BE PERMITTED. { Cho man ORANGE
GARDEN GROVE
z Approved this/' day of� 1y6 3 Approved this
_Zda) of
-h WESTMINSTER y
LONG eo /so�j Aver h FOR COSTA MESA SANITARY GIST «:ILT FOR COSTA MESA COUNTY WATER D13PilCT
BEACH �O� h t SANTA ANA
ra/bert Ave Assistant Searatary Manager
CI
' BENCH MARK
39 6oker
q HUNTINGTON _ .� ■
BEACH COSTA C�
DATUM Of CITY Of COSTA MESA: CH(SLED L7 NW CORNER CONCttLTE WALK S.E. CORNER INTERSECTION MESA DRIVE ANL NLWPUi(T -cam Qo TRACT T jt, Q Q ,/�
UOULEVARU IN PRIVATE WALK AROUND �Bud'S DRIVE -IN ". ELEVATION - €L.tiG ' c MESA y� 1 A 1 ��I 8 4
COUNTY DATUM: SUBTRACT G.60 ELEVATION - 61.86 C NEWPOR c, CORONA CITY OF COSTA MESA,, CALI F
O
F ^/ BEACH o wms�ow" DESIGN +..
DEL MAR BOYLE ENGINEERING SHEET
LOCATION MAP DRAWN W L. S. SANTA ANA CALIF. C�
,u DATE: DEG. '6Z r- N•8378•1 0 -105% 1 OF i BNEET$
CHECKED F. E.
r
SEE SHEET 3 - - �--- - -
1.� o
ly ��, �� EXPANS /ON ^� : •EXPANS /ON 0
CO' \ OC ✓O /NTS N JOINTS ---
/o 120' zd �ro' SEE THIS SHEET
105-D � o
CURB OATH Q( �O t I
1
R. /00.00' fc. l °�"' I I lu {�J! 2 / 6 �� 8 9 Q i moo._ 4 ,1
d"MIC/P CONC. APRONS - -•' I FI 60•
m: p 0 D 3 J I I i (O 2 W /o'
17. 946' q' Q Cali % 3 ��n L---- - - `EXPANSION ✓O /NTS;:' - - -- -J °I
SO '7 0 5/ L;2 ° /a ,
R. OATH t EX /S TING IMPROVEENTS ZD'
1
R= 25.00
L! =39.27 O TRACT N_ 4808
t 60. do' 7Z. o' 70. oo'' -' 70. co' 70.00'
I PLAN j
CURB DATA ly I op7 1:; ?'':••'.'-'-,• . -o - --
G= /30 °43'42r h Faa 3 °
c = 60.00 16a. lo�9 Lf B "W _ 342.00 „ SCALE • / "- 20'
R
L /36.90' MH2 24 0182 03 8 �
°a' k�f- - -B "w— b m
So I' ''AA� 2 /37.24' 8 ✓.C.P. 2' N'G� r6" (EXisi� N /88.76'- B'YC? 0..
\ 5 So' 249.76 -B' ✓.C.P. t•.•.... - �,�° ��� g �
-
0� b a68j Odti 90 �6+� d9.5G.fv N //9. 08' LUMEN�y�!rP J n°1�F....
.. .y. .. 4:.. 92. 24
4
i
ApF oo _ 6 /^:+':Level Line 3
r� /. s9 oe' 60.00' 911 60.00' 2.ao' a :`, Ac.
or A21,
\:: CSjD�O AJB' 52.53` V� `� CURB DATA a60k 1 ' r .s e e AGG. BASE /y� ^,, -I • t . 04:1 0 -.•d.• or -.10 vll /V/ t ..:\ o.� d:2O°2 'S C.R. L TA - •••1 i _ d. 1 I�'i�n a�n nr '° °Q ?�_° ._: o ° °e •
78.ao•
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ay.
7800'
78.00
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