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LLj GENERAL NOTES - COSTA MESA SANITARY DISTRICT
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA SANITARY
DISTRICT.
2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT ENGINEER 48
�;.5
HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631-1731.
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3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
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JNACCEPTABLE.
EXI'�R4G P.P.
--WATER-12+43
+ =23+00 SOUTH
TO 91
4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK
1 f E RqEqCATE =24+00 NORTH T, COSTA MESA
EXISTING CMSD M.H. FROM THE COSTA MESA SANITARY DISTRICT, 628 W. 19TH 'STREET,
14+32 TELEPHONE: (949) 645-8400
RIM 24+64
< EL. 63.53
F.L. EL. 50.94 INV. EL. 57.1C 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
- 4 WIDE EASEMENT TO! i LOCAL GOVERNING AGENCY.
IRVINE RANCH R
. .. . .... 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS
..... . ......
4� tFh + +
AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
............ S 41
1�v .................. 5
rN,
< 7. CLAY PIPE JOINTS SHALL BE TYPE *T MECHANICAL COMPRESSION JOINTS FOR MAIN LINE
19+81 15" CMSD I
SEWER. TYPE "Cr JOINTS, BOND-SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS
AND REPAIR WORK ONLY.
8. T LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
8
+ 2 2
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. STAMP "T ON CURB AT SEWER LATERAL LOCATIONS.
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. ...... ..... . . . 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
- ----- $2 14+32
12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6"
6
BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL
-7 4' WIDE EASEMENT TO BE RAISED TO GRADE PER STD. DWG. NO. 5 -105.
IRVINE RANCH WATER DISTRICT
CD
ST. STA 3+26 C) + + (IRWD) 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A-1270, OR APPROVED
STA 20+00.00 EQUAL. COVER TO BE STAMPED "SEWER."
14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
52 6 52 62
ISS STA. 10+46.90 CMSD j ...... RAISED TO GRADE.
15. PVC PIPE MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
FLOWLINE EL. 5094
16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL
INVERT OUT EL. 51.70
CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S- 110-A OR S-110-B.
51
-X---- -X - - _- . .... ....
=STA 10+00.00 1 1 "11 - 17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD
7
k4 rl �&,Y_ I OR FOUND TO BE DEFECTIVE.
, V�l 18. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. 5 -112.
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EXISTING P.P. TO BE RELOCA rED
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11_1�'l � I , � 1, 1 3 2 T. rl 19. A CLEAN OUT WILL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE
SEE NOTE BEIOW-4--
5 D EDGE OF THE STREET RIGHT OF WAY
AN
10+46.60 MH 150 CMSD
X, GENERAL NOTES IRVINE RANCH WATER DISTRICT
1 Y
LO C)
14 + .... ....... +
C:) SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER WORK SHALL
+ 04 A. THE WATER
ST. STA 2+81.010 04 CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIRE-
67 63 ii L
Nfs
C14 C14 04 (P2113+39 X,
MENT5m AND 'CONSTRUCTION MANUAL", As LAST REVISED.
STA 20+00.00
B. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4) WORKING
41
�F_ DAYS BEFORE START OF WORK AT (949) 453-5300 OR (949) 453-5615.
110+90 15" CMSD I
bZ + u
SY 41 C. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND
7
THE CONTRACTOR SHALL BE HELD ON THE
JO SITE 48 HOURS PRIOR TO START OF WORK.
D. THE WATER SYSTEM IS TO BE STAKED 13Y THE DEVELOPER'S ENGINEER AT A MINIMUM
50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS.
4r CC MCWID
. . ....... .... ..
8' E/CL STREET STA 2+28.00 - - ---- - ............
x. 12+4
10+3§fJ7 E ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED
4' WIDt, EASEMti0'-T6---�_ 5
Z� -EL 54.44 =1 + UTH[ STA 23 +50 6 COMPLETELY AND REINSTALLED AT THE PROPER LOCATION, AT NO COST TO THE DISTRICT.
lir CML&C Mm . ....... IRVINE _R DI$TRICT
INVERT IN EL =14+00 NORTH 13+39
Zl_
W/CL EL )6ro (IRWD) F. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT
7
5 1, INVERT OUT EL 56.60 INV. EL. 57.20 DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 40 INCHES OF COVER WILL
TOP
VCP CMSD
+
0� INVERT SOUTH EL 56.70 1
REQUIRE AN EXTENSION AS PER DRAWING W-8.
15r
. ....
ON CL + .. INVERT NORTH EL 56*70
TOP M.H. EL 6663 G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE 10 INCHES AND SMALLER SHALL BE A
A MINIMUM 42 INCHES BELOW THE FINISHED STREET SURFACE AND 48 INCHES BELOW
. ...... . ... . ......... . .........
FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS.
L. ...... A ------------------
H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE
CONCRETE PAD OR SIDEWALK AND SHALL BE LOCATED A
Er VCP �CMSD
MINIMUM OF 3 FEET FROM THE ECR OR BCR AT INTERSECTION.
22' E/CL
I. ALL WATER MAINS 6" THROUGH 12" SHALL BE CL200, AWWA C-900 PVC UNLESS OTHER-
p WISE NOTED.
EXISTING CMSD M.H. 10" ACP IRWD_ J. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS
RIM EL 63.05 14' E/CL PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION
FL. EL 51.402 SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPROVED MANNER IN THE
FIELD, IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE.
x TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS
PRESENT.
WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER
DEL MAR AVENUE UNIVERSITY DRIVE K. STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND
0+00 20' 10' 0 20' \x401 FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE.
L NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA.
SCALE IN FEET M. CURBS SHALL BE INSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER
CONSTRUCTION NOTES AND QUANTITY ESTIMATE CONSTRUCTION NOTES AND QUANTITY ESTIMATE SERVICES BY MEANS OF A 4" GRINDER.
SEWER IRWD WATER N. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE UNIFORM PLUMBING CODE IF
CONSTRUCT Ir VCP SEWER IN STREET R/W PER CMSD STD. 26 L INSTALL lm COPPER SERVICE PER IRWD STD. W-1 FOR IRRIGATION. 1 EA AVERAGE STATIC PRESSURE IS 80 PSI OR MORE.
@ 0. CURBS SHALL BE INSCRIBED WITH TIE-DOWNS FOR ALL VALVE LOCATIONS BY
CONSTRUCT 6' PVC SEWER LATERAL SDR 35. 293 LF @ INSTALL ln COPPER SERVICE WITH 5/8m METER 12 EA NOTE: POWER POLE SHALL BE RELOCATED MEANS OF A 47 GRINDER.
P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING WATER SYSTEM FOR
CONSTRUCT 48* STANDARD MANHOLE PER CMSD STD S-100. 2-F- @ HOT TAP EXISTING IT ACP W/ 10 x6" TAPPING SLEEVE AND 2-LA PRIOR TO COMMENCEMENT OF CONSTRUCTION VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION.
IN COUNTY RIGHT OF WAY
6" G.V. PER IRWD STD WZL& W-14, Q. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL
SAWCUT REMOVE AND REPLACE AC PAVEMENT AND 25 S . . FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE WATER AND SEWER PLANS.
TRENCH PER APWA STANDARD PLAN 133-1. 64 INSTALL 6* PVC C-900 CL 200 PER IRWD STD W-1'7. 354 L NOTE: CONTACT MESA CONSOLIDATED R. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT WILL BE TESTED
WATER DISTRICT PRIOR TO CONSTRUCTION FOR CONDUCTIVITY, TURBIDITY AND ODOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU
CONSTRUCT Ir SDR35 SEWER PER ORANGE COUNTY 208 L INSTALL 1" RPPD PER IRWD STD W-9. 7 1 EA AND THE ODOR MUST BE LESS THAT 1.0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE
BLDG. DEPT. STD. 0 0.01000. @ NOTE: CURB AND GUTTER REMOVAL IN THE VICINITY OF 42" MCWD LINE. ACCEPTABLE.
CONSTRUCT 6' CLEANOUT PER CMSD STD 5 -107. 2-E6 INSTALL f END OF LINE BLOWOFF ASSEMBLY PER 2-Y-A AND REPLACEMENT PER SEPARATE
I.R.W.D. STD. Wj*lN METER BOX. STREET IMPROVEMENT PLANS. S. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR A
CLASS A GENERAL CONTRACTORS LICENSE.
CAP EXISTING 6" VCP SEWER LATERAL AT PROPERTY LINE. 2-F-A SAWCUT, REMOVE AND REPLACE AC PAVEMENT AND TRENCH 120 SF
CORE DRILL EXISTING MANHOLE, RESHAPE CHANNEL I EA PER APWA STANDARD PLAN 133-1 NOTE: CONTRACTOR SHALL VERIFY ELEVATION OF 42" T. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATERINC PERMIT FROM THE
TO DIRECTION OF CMSD INSPECTOR. STATE OF CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE
U8 INSTALL FIRE HYDRANT PER IRWD STD. W-6 LEE MESA CONSOLIDATED WATER DISTRICT PIPE AND START OF CONSTRUCTION.
9 KMM FXS7ING FIRE wtt NT I EA NOTE: ALL SANITARY SEWER LATERALS 10" IRVINE RANCH WATER DISTRICT PIPE PRIOR TO
TRENCH REPAIR SHALL BE IN ACCORDANCE WITH A.P.W.A. STANDARD ONE FOOT MINIMUM CLEARANCE UNDER CONSTRUCTION OF SANITARY SEWER.
133-1. ONE SACK SLURRY BACKFILL REQUIRED. 7o INSTALL Er TEE AND THRUST BLOCK PER IRWD STD. W-11S 1 EA DOMESTIC WATER SERVICES
TRENCH REPAIR SHALL BE IN ACCORDANCE WITH A.P.W.A. STANDARD ORANGE COUNTY ENCROACHMENT
133-1. ONE SACK SLURRY BACKFILL REQUIRED. PERMIT No. 2005-0223
NOTICE TO CONTRACTOR
PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS
VALID UNLESS THE FOLLOWING IS PERFORMED: SEWER NOTE: IRVINE RANCH WATER DISTRICT W/O AQUI
O� jj IMPORTANT NOTICE 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND BE SITE SEWER IS PRIVATE AND SHALL
fly REVIEWED INSPECTED AND APPROVED APPROVAL OF WATER FACILITIES
SECTION 4216/4217 OF THE GOVERNMENT CODE HAS PROVIDED INQUIRY I.D.# BY THE ORANGE COUNTY BUILDING
REQUIRES A DIGALERT IDENTIFICATION NUMBER 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN BASIS OF BEARINGS DEPARTMENT.
BE ISSUED BEFORE A "PERMIT TO EXCAVATE" 2. I.D.# FROM UNDERGROUND SERVICE ALERT &I / I
WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS BEARINGS SHOWN HEREON ARE BASED ON A LINE BETWEEN ORANGE COUNTY APPROVED F CONSTRUCTION IN SANTA ANA AVE. R/W F
CALL UNDERGROUND SERVICE ALERT PRIOR TO THE COMMENCEMENT OF EXCAVATION SURVEYOR CONTROL POINTS GPS 6171 AND GPS 6169 Rl, BEARING NORTH 355-36- APPROVED BY: C/ DATE IRWDCODE
■ TOLL FREE 1-800-227-2600 WEST PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. 4310
TWO WORKING DAYS BEFORE YOU DIG 41 ful to 5
SIGNED DATE COSTA W!SA SANITARY DISTRICT DATE SUPERVISED BY: DATE
BENCHMARK GEOTECHNICAL ENGINEER PREPARED FOR: �1110 19652 HIGHRIDGE WAY DERGNM Irf PRIVATE SEWER AND WATER SHEET
CM-51-89, ELEVATION = 66.027, O.C.S. 1995 ADJUSTMENT DESCRIBED BY OCS JPK
1 2622 SANTA ANA AVENUE 4,-, \\?kTRI&r TRABUCO CANYON, CA 92679
2001. FOUND 3-3/4' OCS ALUMINUM BENCHMARK DISK STAMPED "um-51-69 COAST GEOTECHNICAL
SET IN THE TOP OF A e BY 4' CONCRETE POST. MONUMENT IS LOCATED IN C/O WATERPOINTE DEVELOPMENT LLC (949) 888-9784 IMPROVEMENT PLAN OF
14747 ARTESIA BLVD. SUITE 1 -D DNA By
THE SOUTHWEST CORNER OF THE INTESECTION OF SANTA ANA AVENUE AND
MESA DRVE, 57 FEET WESTERLY OF THE CENTERLINE OF MESA DRIVE AND 21 LA MIRADA, CA 90638 190 NEWPORT CENTER DRIVE No. 22015 TOLL FREE (866) 4-JP-KAPP JPR
FEET NORTHERLY OF THE CENTERLNE OF SANTA ANA AVENUE. MONUMENT IS E.P. 9/30/2 TRACT 16743
SET LEVEL WITH THE TOP OF CURB. PHONE: 714-521-0169 NEWPORT BEACH, CA WltLlb
FAX: 714-521-0179 PHONE: (949) 644-8900 >1 ARED U ID S
S OF J.P. KAPP R.C.E. EXPIRES DATE CIECKED fff
S SID
NO. DATE REVISIONS APPROVED FAX: (949) 644-8920 4r F c kI 22015 09-30-01 111.05 JPK UNINCORPORATED ORANGE COUNTY JOB Nm_
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