S-2003-1.1L
6
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I
SAL NOTES FOR OFFSITE '
1101PROVEMENT PLAN f;
1. ALL WORK AND MATERIALS WITHIN THE PUBLIC- IRIGHT -OF -WAY
SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS. THE
CONDITIONS OF APPROVAL AS APPROVED ON SEPTEMBER 26, 2002
AND SHALL MEET THE APPROVAL OF THE CITY ENGINEER.
2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN
ACCORDANCE WITH CITY OF COSTA MESA STANDARD DRAWINGS AND
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
(GREEN BOOK) CURRENT EDITION.
3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, UGHT%
BARRICADES, FLASHING ARROW BOARD AND ANY OTHER TRAFFIC
CONTROL OR WARNING DEVICES, INCLUDING FLAGMEN, AS MAY BE
REQUIRED BY THE CITY ENGINEER. ALL ITEMS JAENTIONED SHALL BE
IN CONFORMANCE WITH THE CURRENT REQUIRE)AtNTS AS SPECIFIED
IN THE LATEST EDITION OF THE "CONSTRUCTION - :SAFETY ORDERS,"
AND W.A.T.C.H. FAILURE TO DO SO WILL BE CITED UNDER APPLICABLE
SECTION OF THE C.V.C. AND CORRECTIVE COSS' TO THE CITY WALL BE
CHARGED.
4. CONTRACTOR SHALL OBTAIN PUBLIC SERVICES 'DEPARTMENT EXCAVATION
AND CONSTRUCTION ACCESS PERMITS PRIOR 170, START OF ANY ON- OR
OFF -SITE CONSTRUCTIONS IN PUBLIC RIGHT-C7 WAY AND REQUEST
INSPECTION FROM CITY PUBLIC SERVICES DEPARTMENT 24 HOURS IN
ADVANCE OF PERFORMING ANY WORK. TELEPHONE (714) 754 -5025. THE
CONTRACTOR SHALL MAiNTAiN A COPY OF PERMITS AND SIGNED
PLANS ON THE JOB SITE.
5. PERMITS WiLL BE REQUIRED FROM THE MESA CONSOLIDATED WATER
DISTRICT, ORANGE COUNTY SANITATION DISTRICT, AND COSTA MESA
SANITARY DISTRICT FOR CONSTRUCTION OF WATER AND SEWER
IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY EACH 48 HOURS
PRIOR TO BEGINNING CONSTRUCTION.
6. GEOLOGIC AND /OR SOILS REPORTS PREPARED BY NMG GEOTECHNICAL
AND DATED MAY 31, 2002, HAVE BEEN REVIEWED AND APPROVED
13Y THE BUILDING OFFICIAL INCLUDING ALL SUPPLEMENTS, ADDENDA,
AND AMENDMENTS THERETO ARE INCLUDED BY'R£FERENCE.
COPIES OF THESE REPORTS ARE ON FILE AT THIr CITY PUBLIC
WORKS DEPARTMENT. ALL RECOMMENDATIONS gMTAINED THEREIN
MUST BE FOLLOWED.
7. THE CONTRACTOR SHALL PAY FOR THE INITIAL'• SOIL AND MATERIALS
TESTS AND ANY SUBSEQUENT SOIL AND MATERIALS TESTS DEEMED
NECESSARY, DUE TO THE FAILURE OF THE INITiRL TESTS, AS
DETERMINED BY THE CITY ENGINEER. a
8. PAVEMENT AND BASE THICKNESSES AS SHOWN ARE BASED ON A
PRELIMINARY "R" VALUE. DURING CONSTRUCTION A SOILS TEST
.SHALL BE MADE TO DETERMINE THE ACTUAL "R" VALUE AND THE
- THICKNESSES WILL BE ADJUSTED ACCORDINGLY. TESTS SHALL BE
MADE BY A LICENSED SOILS ENGINEER AND APPROVED BY THE CITY
ENGINEER.
9. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE. SUBMIT
NOTIFICATION LETTER ALONG WITH PLANS TO SOUTHERN
CALIFORNIA EDISON, PACIFIC BELL, AND SOUTHERN CALIFORNIA GAS
COMPANY PRIOR TO APPROVAL OF PLAN.
I 1.
10. ALL CONSTRUCTION STAKING SHALL BE DONE BY A LICENSED
ENGINEER AND CERTIFIED IN WRITING AS TO UNIE; AND GRADE PER
APPROVED PLAN AND SUBMITTED TO THE CITY`:ENGINEER.
11. NO WORK SHALL BE DONE ON ADJACENT PROPERTIES OR ADJACENT
OWNERS IMPROVEMENTS WITHOUT OBTAINING WIItITTEN PERMISSION
FROM THE OWNERS OF THE ADJACENT PROPERTIES, AND SUBMITTING A
COPY THEREOF TO CITY ENGINEERING DIMS" `:AND BUILDING
DEPARTMENT.
12. WORK, ONCE BEGAN, SHALL BE PROSECUTED TG ,COMPLETION
WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO
ADJACENT PROPERTY OWNERS AND THE TRAVELING PUBLIC.
13. ALL STREET STATIONING REFERS TO THE CENTER LINE OF THE STREET
AND CURB DATA REFERS TO THE FACE OF THE CURB.
14. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL
AGGREGATE SHALL BE 5.6 PERCENT BY DRY WEIGHT.
15. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY
SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY..
i
16. CRUSH MISCELLANEOUS BASE MAY BE USED UNDER WALKS AND CURB
AND GUTTER IN LIEU OF CRUSHED AGGREGATE BASE.
17. ANY LOT CORNER OF OCEMA BM, MONUMENT, OR TiE DESTROYED OR
DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY A
LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION OR
ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND OCEMA
BY A LICENSED ENGINEER OR LAND SURVEYOR`ON 8 -1/2" X 11" PAPER
(ONE SIDE ONLY) SHOWING LOCATION AND TIES `PR LEVEL RUN.
18. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND
APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE
PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES
DURING THE GRADING PROJECT. IN ALL CASES, TIME CONTRACTOR
AND /OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE
TO OBSTRUCTION OF NATURAL DRAINAGE PATTERNS. IF THE
FOREGOING CANNOT BE COMPLIED WITH, A FULLY EXECUTED,
NOTARIZED, AND RECORDED AGREEMENT BETWEEN THE AFFECTED
PARTIES WILL BE AFFECTED.
19. ALL HAUL ROUTES MUST BE APPROVED BY THE: MANAGER OF
TRANSPORTATION SERVICES.
WORM NOTICE
SEC11ON 4216 /4217 OF THE GOVERNMENT CODE
REWIRES A DIGALERT!IDENTIFICATION NUMBER
BE ISSUED BEFORE A'!0ERMIT TO EXCAVATE"
WILL BE VAUD. FOR YOUR DIGALERT I.D. NUMBER .
CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1- 800 - 227 -26000
TWO WORKING DAYS BEFORE YOU DIG
R E V I S I O N
._
4/&" SHEET 2 - RFJVISED is WT W.WS REVISED CAS&.ftW WMALS LOTS 21,
6HCCT5 3, 6 9, b. 12 - UVIftO ADDRESSES A STREET NAME
34ILEiS 7, a, 11- REVISED STREET NAMES
SW. 13 -RCV-0 SEWER LATERALGRADES CATS 28 &24 REDID COURSE Q4TA
c/ITAO REVD ADOaESSCS ON SHiS. !% 4, 5, 6,7, 8.9 10, I2 & I3.- REV'O LOCATION OF
FIRE UNE ENTRAV= KV EUILMO 014 3FM 0, 9,10 A 11 .
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20. THE PROJECT SITE SHALL BE .MAINTAINED IN A "WET -DOWN"
CONDITION TO PREVENT EXCESSIVE DUST. SPILLAGE AND DUST SHALL
BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY BY SWEEPING OR
SPRINKLING; HOWEVER, WATERING, THAT RESULTS IN MUD ON PUBLIC
STREETS IS NOT PERMITTED AS A SUBSTITUTE FOR OTHER ,CLEANING
METHODS.
21. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION SHALL
CONFORM TO CCM STANDARD NO. 813. BORE UNDER EXISTING
IMPROVEMENTS - TUNNELING IS NOT ALLOWED. NO OPEN
EXCAVATIONS WILL BE ALLOWED OVERNIGHT - BACKFILL OR PLATE.
22. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUTIN A CLEAN,
STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER.
23. `AS- BUILT" DRAWINGS SHALL BE SUBMITTED TO THE CITY
ENGINEERING DIVISION UPON COMPLETION OF IMPROVEMENTS AS
SHOWN ON THE APPROVED PLANS.
ff r&W D WATER CONBTi MTM NOTE
1. ENGINEERING PLAN CHECKANSPECTiON FEE AND PERFORMANCE GUARANTEE BOND SHALL
- - $E PAID AND APPUCATION/PERMIT (A.P.) COMPLETED BY THE APPLICANT PRIOR TO THE
APPROVAL OF THE PLANS AND ISSUANCE OF THE A.P. FEES SHALL BE IN ACCORDANCE
WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
2. DEVELOPMENT IMPACT FEES SHALL BE COLLECTED BY THE DISTRICT AT THE TiME OTHER FEES
ARE COLLECTED PRIOR TO APPROVAL OF PLANS OR SERVICE AGREEMENT, WHICHEVER IS
FIRST. THIS FEE SHALL BE IN ACCORDANCE WITH DISTRICT RATES AND DEPOSIT SCHEDULE.
3. MOTOR MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND
SPECIFICATIONS OF MCWD.
4. CONTRACTOR TO HAVE. ON THE JOB SITE, A COPY OF THE LATEST STANDARD SPECIFICATIONS
AT ALL TiMES.
5. CONTRACTOR TO NOTIFY MCWD 48 HOURS PRIOR TO CONSTRUCTION (PHONE: (949) 631 -1291
INSPECTION DEPARTMENT).
S. A CASH PERFORMANCE GUARANTEE BOND SHALL BE HELD ONE YEAR AFTER MCWD'S NOTICE
OF COMPLETION TO GUARANTEE WORK PERFORMED BY THE!CONTRACTOR.
7. SEPARATION BETWEEN SANITARY SEWER AND WATER MAINS WILL BE 10' HORIZONTAL,
i' VERTICAL.
8. A 15' WATER MAIN EASEMENT WILL BE GRANTED TO THE MCWD FOR MAINTENANCE
PURPOSES, 5' FOR WATER SERVICES (7.5' EACH SIDE OF MAIN; 2.5' EACH SIDE OF SERVICE).
EASEMENT DOCUMENTS ARE TO BE SUBMITTED TO THE DISTRICT NO LATER THAN 30 DAYS
AFTER NOTICE OF COMPLETION IS FILED.
9. SERVICE LATERALS WILL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLATION OF
WATER METERS AND BOXES (PER MCWO'S STANDARD DRAWINGS #11, #2 AND #3).
10. WATER METER WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOWDEVICES
REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, AP-
PROVED, AND CERTIFIED. CONTACT CROSS CONNECTION CONTROL AT 949- 631 -1291 EXT. 134.
11. PROTECT EXISTING UTILITIES IN PLACE.
12. WATER MAINS WILL HAVE 42" MINIMUM COVER TO FINISH GRADE. '
13. RAISE EXISTING WATER VALVE COVERS TO GRADE (PER MCWD STANDARD DRAWING /14).
14. INSTALL FIRE HYDRANT PER MCWD STANDARD DRAWING #4;01R #148.
15. INSTALL BLOW -OFF PER MCWO STANDARD DRAWING r9.
16. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
17. BACKFILL MATERIAL IN PIPE ZONE WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
18. THE BACKFILL ABOVE THE PIPE ZONE WILL BE COMPACTED PER MCWD STANDARD DRAWING
#118, AND BE IN COMPLIANCE WITH C.C.M. STANDARD DRAWING 813.
19. CHIP 2" 'WW" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION. -
20. INSTALL THRUST OR GRAVITY BLOCKS PER MCWD DISTRICT STANDARD DRAWING /11 OR #12.
21. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
22. CONTRACTOR TO INSTALL TEMPORARY TAPS FOR TESTING AND CHLORINATION PRIOR TO
CONNECTING TO EXISTING MAINS.
23. CONTRACTOR TO RETURN ALL MATERIAL REMOVED TO MCWD YARD, EXCEPT A.C.P., BROKEN
CONCRETE, AND NATIVE SOIL
24. WATER METERS AND BOXES TO BE INSTALLED BY MCWD BUT PAID FOR BY OTHERS.
25. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED
SERVICES TO ANY CONDOMINIUM UNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE
METERED SERVICE. CONTACT CROSS CONNECTION CONTROL AT 949- 631 -1200 EXT.134.
26. IRRIGATION METERS WALL REQUIRE A REDUCED PRESSURE PRINCIPLE ASSEMBLY.
27. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED W MCND EASEMENT OR WITHIN 7.5' OF
ANY MCWD FACILITY.
28. A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES
TO ALL INDUSTRIAL BUILDINGS.
SOILS
WAG GEOTECHNICAL
17991 FITCH AVE.
IRVINE, CA. 92614
Phone (949)442 -2442
CONTACT: KARLOS MARKOUIZOS
29. A DOYBLE "`CHECK DETECTOR ASSEMBLY -WILL BE REQUIRED ON FIRE LINE SERVICES.
30. FIRELINE SERVICES SHALL NOT BE TURNED ON UNTIL THE DISTRICT ENGINEERING
DEPARTMENT HAS RECEIVED A LETTER FROM THE OWNER, OR OWNER'S AUTHORIZED AGENT,
REQUESTING IT AND STATING THAT THE PLUMBING IS READY FOR THE FIREUNE TO BE
TURNED ON. THE LETTER MUST ALSO CONTAIN THE MCWD FILE NUMBER, SIZE AND SERIAL
NUMBER OF THE DEVICE, AND JOB ADDRESS.
CM= ST NDAM SEWER NOTES
1. 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
HOURS PRIOR TO COMMENCEMENT OF WORK. TELEPHONE: (949) 631 -1731.
3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE CONSIDERED
UNACCEPTABLE.
4. CONTRACTOR SMALL OBTAIN CMSD SETTER PERMIT PRIOR TO CCUME14CEMENI OF WORK
FROM THE DEPARTMENT OF STREETS AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE.
TELEPHONE: (714) 754 -5307
b CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY THE
LOCAL GOVERNING AGENCY.
8. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD PLANS
AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINT'S FOR MAIN LINE
SEWER. TYPE "D" JOINTS, BAND -SEAL OF APPROVED EQUAL, ARE APPROVED FOR LATERALS
AND REPAIR WORK ONLY.
8. an LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO EVERY LOT.
9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF STREETS.
10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS.
11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL.
12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE LEFT 6"
BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL
BE RAISED TO GRADE PER STD. DWG. NO. S -105.
13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED
EQUAL. COVER TO BE STAMPED "SEWER."
14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE BEEN
RAISED TO GRADE.
15. PVC PIPE'MAY BE USED ONLY WITH PRIOR APPROVAL FROM THE DISTRICT ENGINEER.
16. IF MINIMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET, SPECIAL
CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. S- 110 -A OR S- 110 -B.
17. DEVELOPER IS RESPONSIBLE FOR REPLACING ANY EXISTING LATERALS NOT FOUND IN FIELD
OR FOUND TO BE DEFECTIVE.
I8. ALL TRENCH EXCAVATION AND PIPE BEDDING SHALL BE DONE PER STD. DWG. NO. 5 -112.
19. A CLEAN OUT WILL BE REQUIRED FOR EACH LOT ON PRIVATE PROPERTY BETWEEN RESIDENCE
AND EDGE OF THE STREET RIGHT -CIF -WAY.
CW ENCIHEEIi'S NOTICE TO CONTRACTOR
THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND
STRUCTURES WHETHER SHOWN OR NOT SHOWNN ON INS PLAN, AND SHALL BE RESPONSIBLE
FROM PROTECTING FROM DAMAGE.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN
ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIU-
TIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO
ESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED
U AFE PLACE TO WORK AND THE PUVUC IS PROTECTED. ALL CONTRACTORS AND SUBCON-
TRACTORS SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF
THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF
INDUSTRIAL RELATIONS, "CONSTRUCTION SAFETY ORDERS ". THE CIVIL ENGINEER SHALL NOT BE
RESPONSIBLE FOR THE CONTRACTOR'S AND SUBCONTRACTORS' COMPLIANCE WITH THE FEDERAL
AND STATE REGULATIONS.
CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION
PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON-
SIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT.
THE CONTRACTOR SHALL BE RESPONSIBLE `TO REPORT DISCREPANCIES IN PLANS AND /OR FIELD
CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION,
AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
UNAUTHORIZM C HANGE:S & USES
CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE
OR LIABLE FOR, UNAUTHORIZED GLANCES TO OR USES OF THESE PLANS.
COSTA MESA SAWAW Dun74cT
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REFERENCES �"" TP
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OF HAIEOR BLVD. AHD W SOUTH OF THE C/L OF SOUTH COAST' DIVE. ArMKRW W
BASiS OF EAW D NW4"M CA_ SINF .OWEIR AVE. BETWEEN HARBOR BLVD. AND FAINM RA
CCUNTY W8 POINTS NOS AND Sal
ENGINEER DATE
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DRAWING INDEX
T. NO.
DRAWING TITLE
1
TITLE SHEET
2
IMPROVEMENT PLAN SHEET INDEX
3 THRU 13
SEWER & WATER IMPROVEMENT PLANS (20' SCALE)
LEGND
I
9
A.C.
ASPHALT CONCRETE
P.P.
POWER POLE
A.B.
AGGREGATE BASE
R/W
RIGHT OF WAY
B.W.
BACK OF WALK
S.W.
SIDEWALK
C.B.
CATCH BASIN
S.L.P.B.
STREET LIGHT PULL BOX
C&G
CURB & GUTTER
T.C.
TOP OF CURB
C.F.
CURB FACE
T.E.
TRASH ENCLOSURE
C.O.
CLEAN OUT
T.F.
TOP OF FOOTING
IE
CENTERUNE
T.G.
TOP OF GRATE
E.G.
EDGE OF GUTTER
T.P.
TOP OF PAVEMENT
t
E.P.
EDGE OF PAVEMENT
T.W.
TOP OF WALL
F.F.
FINISHED FLOOR
W.M.
WATER METER
F.G.
FINISHED GRADE
W. V.
WATER VALVE
F.H.
FIRE HYDRANT
300
PROPOSED ELEVATION
F.L.
FLOW LINE
(30.0)
EXISTING ELEVATION
F.S.
FINISHED SURFACE
12
TREE
G.B.
GRADE BREAK
- -+
FLOW ARROW
G.M.
GAS METER
SDI
STORM DRAIN LINE
H.P.
HIGH POINT
- W -
WATER UNE
HIV.
INVERT
-S -
SEWER LINE
LT
LIGHT
_G
GAS LINE
M.H.
MANHOLE
-CATV-
CABLE T.V. LINE
P.A.
PLANTER AREA
_E -
ELECTRICAL LINE
P.L.
PROPERTY LINE
_T -
TELEPHONE LINE
MESA CONSOLIDATED WATER DISTRICT
MC -1716
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Engineering Division Approval
Fa improvement located Within pubbC right
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APPI m by Dale \t p-1
ORIGINAL
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IMMOVEMENT PLAN
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PLAN
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