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CONSTRUCTION NOTES
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/A CONSTRUCT 4" A.C,P. WATER MAINS
CONSTRUCT 8" V.C.P. SEWER MAIhfti "
CONSTRUCT SEWER MANHOLE PER 04NGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STANDARD PLAN NO. 501.'
D� CONSTRUCT SEWER MANHOLE PER ®RANGE COUNTY 6- ,W 1,r4T/0V _o -,, PG4& UO. 5 33 -4•
LJ CONSTRUCT 6" V.C.P. SEWER LITERALS PER COSTA MESA SANITATAff DISTRICT REQUIREMENTS IAIR CQgf!
INSTALL FIRE HYDRANT ASI SEMI LY PER COSTA MESA WATER DISTRICT REQUIREMENTS.
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SEWER NOTES
1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF TiE COSTA MESA SANITARY.DISTRICT.
2. 6" V.C.P. HOUSE CONNECTIONS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO THE PROPERTY LINE
FOR EACH LOT.
3. 'THE DEVELOPER SHALL FURNISH THE, SEWER CONTRACTOR WITI }.A PLOT PLAN INDIATING THE RECOMMENDED
LOCATION OF THE HOUSE CONNECTI6N FOR EACH LOT PRIOR O.SEWER MAIN CONSTRUCTION.
4. MANHOLES SHALL BE BRICK OR PRECAST CONCRETE AS MANUF4CTURED BY ASSOCIATED CONCRETE PRODUCTS
INC., OR APPROVED EQUAL.
5. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUN9RY A -1270 OR APPROVED EQUAL.
6. ALL SEWER MANHOLE FRAMES AND COVERS SHALL BE LEFT 6 ",BELOW FINISH GRADE. '
7, ALL SEWER HOUSE CONNECTIONS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
8. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER TO FINISH GRADE AFTER STREET
SURFACING IS COMPLETED.
9. CLAY PIPE JOINTS SHALL BE MECHANICAL COMPRESSION JOINTS. MECHANICAL COMPRESSION JOINTS
SHALL BE "WEDGE - LOCK ", "SPEED -SEAL MAINLINE:" OR APPROVED EQUAL.
10. IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR GROUT BE PERMITTED.
11. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
12. CONTRACTOR SHALL REQUEST INSPECTION FROMfHE OFFICE OF THE SANITARY DISTRICT ENGINEER 24
HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE (714) 556 -5400.
13. WORK NOT DONE IN THE PRESENCE OF THE DISTRICT ENGINEER AND /OR AGENT IS SUBJECT TO REJECTION.
WATER NOTES 1
1. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER MAIN WORK SHALL CONFORM TO i
THE STANDARDS OF THE CITY OF rl�luFazT; B✓=acH PuBc c n�aIZKS Dr=pr I
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3. A PRE - CONSTRUCTION CONFERENCE WILL BE HELD ON JOB SITE PRIOR TO START OF WORK..
4. ALL MAIN -LINE VALVES SHALL BE MAINTAINED SO fkS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT.
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NO. DATE REVISION APP. /" = 40' HoelZ. p 1 p
V� Vp PREPARED IN THE OFFICE OF
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- WILLIAM G. CHURCH T/eACT A/0. 9810
t BEIUC�L/ M4 PK #/7 3p8 CONSULTING CIVIL ENGINEERS, INC.
Contractor agrees that course shall assume sole and complete responsibility for job NOTICE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 2000 DOVE STREET
site conditions during the course of construction of this Project, including safety of all NEWPORT BEACH EW T
persons and property; that this requirement shall apply continuously and not be lini CONTRACTOR SHALL VERIFY ALL The existence and location of any underground utilities or structures shown 41 CE/VTE,2 CU.2B ,2ET. S ER !�1/A E/ ` I LAN
ited to normal working hours; and that the Contractor shall defend indemnify nd on these plans are obtained by a search of available records. To the best of S . fN COR /(o' h CALIFORNIA 92660
Y CONDITIONS AND DIMENSIONS PHONE 714 • 540 • 73770
Iinld the Owner and the Engineer -harmless from any and all liability, real or alleged, our knowledge there are existing utilities except those shown on this 7-t/_5 7-t/_5 7-1141. 7-1141. AND SHALL REPORT ALL DIS- plan. The Contractor is required to take all precautionary measures to pro-
n. connection with the performance of work on this Project, excepting for liability CREPANCIES TO THE ENGINEER tect the utilities shown, and any other lines or structures not shown on these 11-7
arsing from the sole negligence of the Owner or the Engineer. PRIOR TO THE COMMENCEMENT plans, and is responsible for the protection of, and any damage to these OF WORK. t lines or structures. ELE!! 93.11 A. ADA/1//S PCEZ1697 SCALE /JS Sf✓O/N/Y SyEET /OF/
` MAY 3 197£3 i Al 810