S-2006-3.2cA.
2�
q
W w
WL'Y E'LY WILY S'LY
s9o�9f� �� oe�,� ,o' RW 55' RW ,o' RW fio' RW CONSTRUCTION NOTES & QUANTITIES:
ELF 0o F� PROPOSED PROPOSED SURFACE IMPROVEMENTS
COMMON LOT 40' S• COMMON LOT 10- SAWCUT AND REMOVE EXISTING PAVEMENT. 1,500 SF
5' 10 40' 10' � SAWCUT AND REMOVE EXISTING CURB & GUTTER. 490 LF
PR POSED
8.33% MAX ¢ a PUE 10' 20' CL 20, PR POlS1ED 20 CL 20 3O- SAWCUT AND REMOVE EXISTING DRIVE APPROACH. 1,250 SF
8.33% MAX
N a N1� � SAWCUT AND REMOVE EXISTING SIDEWALK. 1,650 SF
pSP 5� REMOVE EXISTING AND RECONSTRUCT RESIDENTIAL 2 EA
qg0 M �E SIDEWALK FLARE PER CITY OF COSTA MESA
ST VF Pg0 E� STANDARD DRAWING NO. 413 OVER 4" Cl
c< 5�- �- f- �- REMOVE EXISTING AND CONSTRUCT TYPE C -6 CURB 490 LF
& GUTTER PER CITY OF COSTA MESA STANDARD DRAWING
" NO. 312 OVER 6" Cl CONTRACTOR SHALL RECONSTRUCT
A MINIMUM OF 3'OF AC ADJACENT TO NEW GUTTER. THE
mix - x EXISTING EXISTING NEW SLOT PAVE STRUCTURAL SECTION SHALL BE 6" AC
SIDEWALK EXISTING EXISTING CURB & GUTTER OVER 6" Cl EXTEND CURB & GUTTER REMOVAL TO NEXT
o m io ol� SIDEWALK E4XISTING ACSPAVING
CURB &GUTTER AC PAVING JOINT IF LESS THAN 8• AWAY. PAINT CURB & GUTTER
/ro ORANGE AVENUE 23RD STREET RED TO MATCH EXISTING LIMITS.
3 e" of 3 8 CF 3 a 3 $ OF PUBLIC STREET SECTION TYPICAL PUBLIC STREET SECTION
CONSTRUCT
OF COSTA MESARTAINDARDLDRAWNG NO.E411I & t,o2o sF
X= Y =4' W= DRIVEWAY WIDTH Y= • X =4' 413 OVER 4" Cl
PER PLAN I N.T.S. N.T.S. CONSTRUCT RESIDENTIAL DRIVE APPROACH, TYPE I, 1,200 SF
R PER CITY OF COSTA MESA STANDARD DRAWING NO. 513.
CURB FACE CITY OF COSTA MESA IE 27 IZ OVER 6" CMB AND MODIFIED PER DETAIL B /11 ON THIS
CITY OF COSTA MESA DRAWING TO COMPLY WITH A.D.A. REGULATIONS.
INGRESS /EGRESS EASEMENT INGRESS /EGRESS EASEMENT (X =4', W =SEE PLAN)
23RD STREET 28, 20, REMOVE EXISTING AND CONSTRUCT TYPE It DRIVE APPROACH- 550 SF
PER CITY OF COSTA MESA STANDARD DRAWING NO. 514
STATION 10 +96.41 5' LOT "A" 5' n 7' LOT "A" 6' OVER 6" CMB AND MODIFIED PER DETAIL A/11 ON THIS
P.U.E. CL P.U.E. P.I.I.E. DRAWING TO COMPLY WITH A.D.A. REGULATIONS.
(X =4 , Y & W = SEE PLAN)
_ 14' 14' PROPOSED 10' 10' 10 CONSTRUCT LOCAL DEPRESSION PER APWA 1 EA
0.12' PERIMETER WALL
0.20 29' STANDARD DRAWING NO. 313 -1, CASE A,
2% �� 2% AND DETAIL F/12.
-� 0__ INSTALL STREET NAME SIGN PER CITY OF COSTA 2 EA
y �96�• Nuy MESA STD. DRAWING NO. 712.
1�7 - RELOCATE EXISTING POWER POLE. 2 EA
J`>�OLf PR OPOSED 6" PROPOSED PROPOSED 6" PROPOSED
CURB & GUTTER PAVERS CURB & GUTTER PAVERS 13 REMOVE AND REPLACE PAVEMENT OVER WATER TRENCH 560 SF
< " " » » PER CITY OF COSTA MESA STD. DRAWING NO. 813.
A STREET A STREET NO SLURRY BACKFILL ALLOWED.
TYPICAL PRIVATE STREET SECTION TYPICAL PRIVATE STREET SECTION 14 LANDSCAPE PARKWAY PER CITY OF COSTA MESA'S 1,300 SF
8.33% MAX N a N a 8.33% MAX STREETSCAPE AND MEDIAN DEVELOPMENT STANDARDS,
MgSrq . m p 59P� N.T.S. N O PARKING WEST SIDE N.T.S. N O PARKING SECTION 3.0 "PUBLIC RIGHTS- OF-WAY AND PARKWAYS -
GENERAL CRITERIA '.
S BODE PepJE 15 RESURFACE THE STREET PER THE FOLLOWING SLURRY 27,500 SF
F4 5�. APPROVED TRAFFIC WEIGHT R 35• SEAL REQUIREMENTS:
RW CLEANOUT FRAME & COVER CITY OF COSTA MESA R 1. THE CONTRACTOR SHALL RESTORE THE ROADWAY SURFACE WITHIN THE WORK LIMITS
(PAVED AREAS) FINSIHED DRIVEWAY SURFACE INGRESS EGRESS EASEMENT BY SLURRY SEALING THE ENTIRE LANE(S) WHERE THE TRENCH IS LOCATED.
REMOVABLE COVER IN EA OR FINISHED GRADE EARTH A.FOR TRENCHES PERPINDICULAR TO TRAFFIC LANES: THE SLURRY SEAL SHALL EXTEND
oI< i0 0l< STREET 28' 50 FEET ON BOTH SIDES OF THE TRENCH AND WILL INCLUDE THE ENTIRE TRAVEL LANE.
++ ++ 7' LOT "A" 5' B.FOR TRENCHES PARALLEL TO TRAFFIC LANES AND FOR SMALL EXCAVATIONS: SLURRY
PUBLIC P.U.E. SEAL THE ENTIRE WIDTH OF THE TRAFFIC LANE FOR THE FULL LENGTH OF THE
GF OR PROPOSED 14, CL 14, TRENCH, BUT NOT LESS THAN 100'.
8" 8" GE 3/8» GE ro PRIVATE PERIMETER WALL 0 12' 2. RESTORATION OF THE ROADWAY SHALL BE CONTINUOUS AND NO JOINTS WILL BE
C CF 6 � ALLOWED. ALL ROADWAYS WITHIN THE WORK LIMITS WILL BE RESTORED IN ONE
6" RISER 2% �� OPERATION. THE CONTRACTOR SHALL NOT PROCEED WITH THE SLURRY SEALING
X =4' W= DRIVEWAY WIDTH X =4 UNTIL DIRECTION IS GIVIN BY THE CITY ENGINEER.
Y 1,
Y -1 PER PLAN - 3. ANY EXISTING IMPROVEMENTS DAMAGED BY THE CONTRQACTOR SHALL BE REPLACED
AS DIRECTED BY THE CITY ENGINEER.
CURB FACE CLEANOUT PER CITY OF COSTA MESA PROPOSED 6" PROPOSED 4. SLURRY SEAL SHALL CONFORM TO SECTIONS 203 AND 302 -4 OF THE STANDARD
BUILDING DEPARTMENT STANDARDS. CURB & GUTTER PAVERS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SLURRY SEAL SHALL BE
ORANGE AVENUE STANDARD L "A" STREET QUICKSET EMULSION AGGREGATE SLURRY SEAL CATIONIC (QA -KH) TYPE II WITH 2%
45 DEGRE LATEX ADDITIVE.
STATION 71 +14.02 BEND TYPICAL PRIVATE STREET SECTION 5. ALL WORK SHALL BE COMPLETED WITHIN 90 CALENDAR DAYS FROM ISSUANCE OF PERMIT.
A TYPICAL MULTI -USE DRIVEWAY APPROACH N.T.S. NO PARKING
1 1 N.T.S. WYE o- CONSTRUCT RI A 2" CP STORM IMPROVEMENTS
(2000 -D) 14 LF
PER CITY OF COSTA MESA STANDARDS.
@I- CONSTRUCT 30" RCP STORM DRAIN (2000 -D) 93 LF
g "SEWER LATERAL 4" IN
MINSFLOWNNECTION PER CITY OF COSTA MESA STANDARDS.
p zx MIN FLOW -- CONSTRUCT 48" RCP STORM DRAIN (2000 -D) 650 LF
PER CITY OF COSTA MESA STANDARDS.
9 �9��• b�
6" TO 4" REDUCER
��- REMOVE EXISTING 30" RCP STORM DRAIN. 106 LF
sj�OLf �� pJF� CONSTRUCT STORM DRAIN MANHOLE PER 4 EA
APWA STANDARD PLAN NO. 320 -1.
CONSTRUCT TRANSITION STRUCTURE RCB TO PIPE 24 LF
C SEWER HOUSE CONNECTION CLEANOUT DETAIL �-�P T R LA o. 2- WIrI�
Rix x D "PAN P� AP STR AR LA N0.! 2�- mile/-
8.33% MAX m � a 8.33% MAX 1 1 N.T.S. l �7A� CONSTRUCT 7' WIDE CATCH BASIN PER APWA 1 EA
o N NIA WATER IMPROVEMENTS
Sg• 5cj STANDARD PLAN No. 307 -2 WITH LOCAL DEPRESSION
t1q) O• y 51 CONSTRUCT 8" PVC, C900 PIPE, CL 200, PER 648 LF PER APWA STD PLAN 313 -1 CASE G. /
S BO� MBp�E IRWD STANDARD DRAWING NO. W -11. 8 COST CT a4R, KW Y DRAIN PAR CITY Ol
S� E� CONSTRUCT 8" GATE VALVE PER IRWD STANDARD 3 EA
F4 MES SfiftfJDr1fi13 HR>•AVINC�N
DRAWING NO. W -7. (1 -3" CIRCULAR PIPE, CASE I INLET)
3• 6' 4, RW CONSTRUCT FIRE HYDRANT PER IRWD STANDARD 3 EA 29 CONSTRUCT CONCRETE COLLAR PER APWA STANDARD 1 EA
DRAWING NO. W -5. PLAN NO. 380 -2.
CL �- CONSTRUCT 1" COPPER SERVICE AND METER PER REMOVE AND REPLACE PAVEMENT PER CITY OF 25 EA 950 LF
o � � ol� 2q, MAX IRWD STANDARD DRAWING NO. W -1. COSTA MESA STD. DRAWING N0. 813.
1+ CONSTRUCT THRUST BLOCK PER IRWD STANDARD 5 EA i .N¢51�1&R�BA�!(FTL� 4L),AWEjY
DRAWING NO. W -12. 1Q 31 CONSTRUCT HYDRO CONDUIT 2'x8' RCB STORM DRAIN (OR 50 LF
6 E G. 0- CONSTRUCT 1" COPPER IRRIGATION SERVICE AND 2 EA PPROVED EQUAL) PER CALTRANS STAND�l N N0._ 80.
gyp% 8 "• PCC' .` • ; METER PER IRWD STANDARD DRAWING N0. W -1. i�2 - �O►d3fR}l2T s,TdR►l-C1RA{fC µAIQHa1�E .per' �-� 1 EA
° o- CONSTRUCT 8 " -45' BEND AND THRUST BLOCK PER 2 EA APWA STANDARD PLAN NO. 322 -1 AND DETAIL D /12.
IRWD STANDARD DRAWING NO. W -12.
X =4 W= DRIVEWAY WIDTH X=4' 8 CUT IN AND INSTALL 6 "x6 "x8" TEE POxFLG) AND JOIN 3 EA
PER PLAN' •° ' �- [f SEWER IMPROVEMENTS _
EXISTING WATER MAIN PER IRWD STANDARD PLAN NO. W -12.
CURB FACE , 41 CONSTRUCT 8" VCP SEWER MAIN WITH BEDDING PER ( 480 LF j
INSTALL 1" REDUCED PRESSURE BACKFLOW ASSEMBLY 2 EA
CMSD STANDARD DRAWING N0. 5 -112.
• : PER IRWD STANDARD DRAWING NO. W -20. (PRIVATE) CONSTRUCT 6" VCP SEWER LATERAL, TYPE "A" PER i 200 LF
0.y.
NSSTA-LLATIONTO BE INSPECTED BY IRWD) .-� CMSD STANDARD DRAWING NO. S -104 -A WITH
1LI� LOWER Ef1ST. WAT'1 R LIFJE INSTALL D.LP. 2 Eq � HOUSE CONNECTION CLEANOUT PER DETAIL C/11.
& F47114CS, Al CONSTRUCT TRUST 3l PER IRWD) 7 4 \ l A- CONSTRUCT 6" PVC C900, CLASS 200 (IDS WHITE) SEWER 442 LF
STANDARD DWG. W -12. DETAIL PER SHEET NO. 15. LATERAL TYPE A PER CMSD STANDARD DRAWING NO. S -104 -A
B TYPICAL RESIDENTIAL DRIVEWAY APPROACH WITH HOUSE CONNECTION CLEANOUT PER DETAIL C/11.
6Q-� CONSTRUCT 8"- 11.25' BEND AND THRUST BLOCK PER 2 EA WITH
STANDARD 48" I.D. MANHOLE PER 4 EA
0 1 1 N.T.S. TYPICAL DRIVEWAY APPROACH SECTION !�TA�ARD DRAWING N0. W -12. J CMSD STANDARD DRAWING NO. S -100.
23RD STREET 4�4 - REMOVE AND REPLACE PAVEMENT PER CITY OF 320- S
STATION 12 +28.71
1 1 N.T.S. COSTA MESA STD. DRAWING NO. 813.
STATION 12 +59.71 NO SLURRY BACKFILL ALLOWED.
JOIN EXISTING SEWER LATERAL. 2 EA
Underground Service Alert CAP EXISTING LATERAL AT PROPERTY LINE. 2 EA
ORANGE AVENUE 4 CONSTRUCT CONTROL DENSITY BACKFILL, 1.5 SACK 12
PREPARED RY: REVISION 1 PREPARED BY- SLURRY OVER LENGTH OF SEWER LATERAL.
o Call; TOLL FREE STATION 67 +48.90 COSTA MESA SANITARY DISTRICT ESSI 48 NOT USED LF
1-800 STATION 67 +95.49 2 .- i
STATION 68 +26.49 � THE KEITH COMPANIES, INC. h F P '4 Q W4 JOIN AID �E NDel TINGLATERAL S 0.02 A�IN.j� �\ 1 EA
422-4133 STATION 70 +80.49 19 TECHNOLOGY DRIVE �; o 15 FEET & ADD CLEANOUT P
25911 Pirtal La" IRVINE, CA. 92618 �CC ° No. 5980a z
L, 19915E8 -5003 TEL: (949)923 -6000 P1 1 >f NOTE: QUANTITIES SHOWN HEREON ARE ESTIMATel PERMIT
ALAN R. SHORT, P.E. FAX 19491 596 -6967 !} CIVIL �P PURPOSES ONLY. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS
TWO WORKING DAYS BEFORE YOU DIG g, fs p6 9� A� CtL�t OWN QUANTITY ESTIMATE AND SHALL BID A COMPLETE JOB.
DISTRICT DN;I m DAIS RCE 30673 DW. 3 -31 -06 DALE A WATSON RCE NO. 56608 EXP. 12-31 -
IRWD CODE 4166
3) CONTRACTOR LIC. # DATE
REVISI ❑NS BENCHMARK R CITY OF COSTA MESA SHEET NO.
DESIGNED BY: AIRS 6 / 1 / 04 QROEESSl0y9�
NO. DATE DESCRIPTION APP. BENCH MARK NO., CM -17 -70 DRAWN BY: CA 6/1/04 �9l tic DEPARTMENT OF PUBLIC SERVICES / ENGINEERING DIVISION 11 ��
ELEVATION, 74.616 NAVD88 " No. 30873 m I OF Y) CHECKED BY: ARS 6 2 04
DATE OF CONSTRUCTION DESCRIPTION, 58' SW OF THE CL OF 23RD ST., / / * Dw 3/31/06 * QUANTITY AND DETAIL SET PLAN
21' NW OF THE CL OF SANTA ANA AVE., SET I RECOMMENDED BY:
y THE SE CORNER OF A 4'x9.5'x9.5' CONCRETE NUMBER
� BEG. END APPROVED BY: rTF CIVIC O���P
CATCH BASIN, LEVEL WITH THE CURB, OF �` \F
11 OS ADDED CONSTRUCTION NOTES &UPDATED QUANTITIES. DATE ACCEPTED BY CITY COUNCIL BASIS OF BEARING, GPS CONTROL STATION #6205 TO 42
GPS CONTROL STATION #6194 = N 24.41'33' E. ERNESTO MUNOZ, CITY ENGINEER R.C.E. #47643 P.E. SEAL TENTATIVE TRACT NO. 16600