2013 11784-I (Plans)GENERAL NOTES
1. NO ACCESS OR WORK SHALL BE PERFORMED W9774IN CITY RIGHT OF WAY WITHOUT A FULL
KNOWLEDGE OF ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS
ADVANCE N0710E OF THE 1N177ATION OF PERMIT USE AT 7601633 -2796 OR AS STATED ON THE
PERMIT
2. AT LEAST 48 HOURS PRIOR TO STARTING OF WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE
N077FIED FOR LOCATION OF UNDERGROUND U77LI77ES AT 1- 800- 422 -4133. THE PROPOSED DIG AREA
MUST BE MARK IN WHITE PAINT PRIOR TO CONTACTING (USA)
J. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID
CALIFORNIA CONTRACTORS LICENSE OF THE APPROPRIATE CLASS
4. ALL TRAFFIC CONTROLS WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED
TRAFFIC CONTROL PLANS AND SHALL BE FLAGGED AND BARRICADED TO 774E SA7ISFAC71ON OF THE
CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL HANDBOOK ", LATEST
EDI77ON PUBLISHED BY BUILDING NEWS INC. IN THE EVENT THAT THE INSPECTOR DETERMINES
PROPER TRAFFIC CONTROL IS NOT PLACE, ALL WORK SHALL BE CEASE AND PERMITTEE AUTHORIZES
THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON
THE RENTAL BASIS, SUCH AS TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO
PR07ECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COST AND CHARGES
THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR,
SUBCONTRACTOR, OR ANY 07HER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS
WITHIN THE CITY RIGHT OF WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD
COND177ONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT, PLANS AND WORK AREA
TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT S17E WHENEVER WORK IS IN
PROGRESS
6. PERMITTED WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND
APPROVED PLANS, SUBJECT TO INSPECTION AND SUBJECT TO INSPECTION AND APPROVED BY THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTA7IVE. CERTIFICATION OF
ALL MATERIALS AND WORK, INCLUDING COMPACTION TES7S SHALL BE FURNISHED BY THE
APPLICANT UPON REQUEST BY 7HE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION 7ES71NO SHALL
BE BY THE PERMITTEE. CER71FICA77ON SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM
ACCEPTABLE BY THE CITY.
7. NO WORK WITHIN THE PUBLIC RIGHT OF WAY IS PERMITTED ON SATURDAY, SUNDAY, OR HOLIDAYS
ANY DEVIA77ON FROM THE WORK SCHEDULE PRESENTED IN THIS CONDITIONS MUST RECEIVE PRIOR,
WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED
REPRESENTATIVE. ANY QUES71ONS REGARDING DAYS CITY IS CLOSED, CALL 7601633 -2770.
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIAL AND MAJOR ROAD SHALL BE
STARTED BEFORE 7.•30 AM OR CONTINUE AFTER 5:00 PM ON WEEKDAYS
9. NO WORK SHALL BEGIN BEFORE 9:00 AM OR CON71NUE AFTER 3.•00 PM ON PRIME ARTERIALS AND
0774ER MAJOR ROADS, UNLESS AUTHORIZED ON PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES
ALL WORK ON PRIME ARTERIALS AND 07HER MAJOR ROAD AS SHOWN ON THE CIRCULA71ON ELEMENT
OF 774E CITY GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY
TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT 7601633 -2704
10. THE ROAD SHALL BE CLEAN AND FREE OF ALL OBSTRUCTION AND COMPLETELY OPEN TO ALL
7RAMC AT THE END OF WORKING DAY. (NO LATTER THAN 3.00 PM ON MAJOR ROADS, DEFINED
HEREIN)
11. TWO WAY 7RAFFC SHALL BE MAINTAINED AT ALL TIMES MINIMUM TRAVEL LANE WIDTH FOR MOTOR
VEHICLES SHALL BE 12 FEET. IF STREET WID7H PREVENT MAINTAINING TWO WAY TRAFFIC, PERMIT7EE
AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON A ADEQUATE TRAFFIC CONTROL PLAN
PRIOR TO STARING OF WORK, WHICH SHALL INCLUDE THE USE OF A FLAGMAN.
12. ALL EXCAVATION IN EXISTNG PAVEMENT SHALL BE SAWCAUT TO NEAT LINES AND AC REPLACEMENT
SHALL BE MADE TO THE SA7ISFAC71ON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
AUTHORIZED REPRESENTATIVE.
13. OPEN TRENCH MUST BE BACKFILLED WITH AT LEAST 2" OF COLD MIX ASPHALT OR METAL PLATED
ACCORDING TO CITY SPECIFICATIONS DURING NON WORKING HOURS METAL PLATES ARE REQUIRED TO
HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED
14. NAIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR
HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO CITYS STANDARD DRAWING DATED SEPTEMBER
30, 1996
15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB
AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL
16. TWO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL
EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL
LOCATIONS INHERE INSPECTOR DEEMS THE NAIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS
BACKFILL
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL, DEBRIS FROM DEPOSITING IN GUTTERS,
STREETS AND STORM DRAINS NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED
IN CITY S7REET5. VIOLA TONS WILL REFERRED FOR NPDES ENFORCEMENT AND PENALTIES.
18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE
MATCH AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF
7RANSPORTA71ON SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF DIRECTOR OF
ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE
19. ALL CONCRETE WORK SHALL BE TRANSIT AND CONFORM TO THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION SECTION 201, AND BE APPROVED BY THE DIRECTOR
OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE
PROGRESSIVE. NOT MORE THAN HALF OF 714E NO 7H OF TRAVELED ROADWAY SHALL BE DISTURBED
AT ONE THE AND THE REMAINING W107H SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR
BACKFILLING
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATION ALLOW, ALL
PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET
FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE
AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SERVICES THE SHALLOWEST PORTION OF
ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW
714E ROAD SURFACE.
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF HIGHWAY. AFTER
THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING 7RENCH SPOILS, SHALL BE
REMOVED FROM THE RIGHT -OF -WAY. THE ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY
CONDITION.
23 ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND
OUTLET ENDS AT ALL CULVERTS SHALL BE FREE FROM ALL EXCESS MATERIALS AND DEBRIS
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND S7REE7S SHALL BE KEPT
OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING
SERVICES.
25 CLAY & EARTH WHICH ADHERE TO 7HE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY
HAND SCRAPING, WASHING & SWEEPING, OR BY ANY OTHER METHOD OF WHICH WILL LEAVE A CLEAN
NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE.
26. PERMITTEE SHALL COMPLY WITH ANY & ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER
MATERIALS FROM BECOMING A NUISANCE OR ANNOYING.
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACE STREETS IMMEDIATELY
AFTER BACKFILL. AFTER COMPLETION OF THE REFILLING MATERIAL IN THE EXCAVATION, ALL AS
SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, & THE REMOVAL OF THE
OBSTRUCTON(S), THE PERMITTEE SHALL PROMPTLY REPLACE W1774 TEMPORARY OR PERMANENT
PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVAL OR DAMAGED BY
THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SA71SFAC77ON OF 774E
DIRECTOR OF ENGINEERING SERVICES, & AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF
ENGINEERING SERVICES MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF, • IN
SUCH CASE, THE PERMITTEE SHALL BEAR 774E COST OF SUCH WORK. TEMPORARY LEFT IN PLACE FOR
UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.
28. WHERE THE PAVEMENT EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF
SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT K17H A STANDARD
REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SHALL BE ONE (1) INCH
GREATER THAN STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT
STANDARD DRAWING. REFER TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS
OF THE ASSIGNED ENGINEERING INSPECTOR.
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY
SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BU ANY
OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE W17HOUT
IMPAIRING OR LOOSENING THE SURFACE.
26. PERMITTEE SHALL COMPLY K17H ANY AND ALL DIREC7VES ISSUED BY THE
DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE
IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A
NUISANCE OR ANNOYANCE.
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED
STREET IMMEDIATELY AFTER BACK FILLING AFTER COMPLETION OF THE
REFILLING AND COMPACTING OF THE OF 774E BACK FILL MATERIAL IN THE
EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER
30, 1996, AND THE REMOVAL OF THE OF OBSTRUCTON(S), THE PERMITTEE
SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING
MATERIAL, OR REPAIR ANY POR7101V OF THE HIGHWAY SURFACE REMOVED OR
DAMAGED BY EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERA7ONS, ALL
TO THE SA77SFAC71ON OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS
SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY
AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF IN SUCH
CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. TEMPORARY
PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST
BE CONTINUALLY MAINTAINED.
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR
OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTE
SHALL REPLACE IT WI7H A STANDARD REPAIR OF FOUR (4) INCHES AC OVER
APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH GREATER
THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE
MOST CURRENT STANDARD DRAWING REPAIRS TO THE PCC PAVEMENT SHALL BE
MADE PURSUANT TO THE SPECIFICATIONS OF THE SIGNED ENGINEER INSPECTOR.
29. IF, AFTER THE FILLING OF AN EXCAVATION, THE PERMITTEE FAILS TO REFUSES
TO RESURFACE OR REPAIR THE POR77ON OF THE SURFACE OF THE ROADWAY
DAMAGED BY HIM, OR IF THE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED
TO DO SUCH RESURFACING OR REPAIRING, THE DIRECTOR OF ENGINEERING
SERVICES SHALL CAUSE THE REPAIR TO OCCUR, AND THE PERMITTEE SHALL BE
CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF
ENGINEERING SERVICES.
30. WHEN SHORING IS REQUIRED, AN ENGINEER DETAIL DRAWING WILL BE REQUIRED
FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA
REGULATIONS SHALL BE MET.
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN
THE FIELD BY ASSIGNED ENGINEERED INSPECTOR , ACING AS THE DULY
AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH
EXAMINATION OF THE SURFACE COND17IONS 1S A PREREQUIS17E THE APPLICANT
SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS A
AUGER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND
INTERMEDIATE BORE PITS MAY BE REQUIRED.
LEVCADIA WASTEWATER DISTRICT
GENERAL SEWER NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE
ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE
CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER
CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE
LEUCADIA WASTEWATER DISTRICT LWO SEWER STANDARDS AND TO THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (GEM BOOK AND THE REGIONAL STANDARD DRAWINGS MOST
CURRENT EDITIONS IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS
GOVERN.
J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS
SHALL BE FOLLOWED AT ALL TMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3.
DOCUMENTS ON THE JOBSI7E AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR
AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR
REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR
MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO
L IN).
6. QUANIIES SHOWN HEREON ARE FOR BOND ES7IMA7E PURPOSES ONLY NEITHER
THE PRIVATE ENGINEER NOT LWD GUARANTEES THE ACCURACY OR
COMPLETENESS OF THE SEWER QUANTTES
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS
REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWO. WORK
SHALL NOT COMMENCE UNIL SUCH MATERIALS ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK, 7HE' LWD INSPECTOR SHALL BE FURNISHED
THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWO STANDARD SPEC
SURVEY REQUIREMENTS.
9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT
FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO
LWD PRIOR TO CONSTRUCTION.
10. NO WORK SHALL BE COMMENCED UNIL ALL PERMITS HAVE BEEN OBTAINED
FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE
AGENCIES.
11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A
DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING,
BRACING SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF
WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION
AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL
TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY
ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE
PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION
PERMIT MUST BE SUBMITTED TO THE LAD INSPECTOR PRIOR TO EXCAVATION.
12. ALL SEWER FACIL177ES SHALL BE INSTALLED IN DRY EXCAVA7ONS AND
TRENCHES CONTRACTOR SHALL CENTER AND MAINTAIN DEWATERING
CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND
COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE
MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FU7URE
SHALL BE ENCASED IN GE07EX77LE MATERIAL. SUITABLE GE07EX71LE MATERIAL
SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN
OF GROUNDWATER TO 774E SEWER SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCA77ON OF UNDERGROUND U71LI77ES SHOWN ON THESE
PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE
ENGINEER. TO THE BEST OF THE PRIVATE ENGINEERS KNOWLEDGE, THERE ARE
NO EXISTING U77LI77ES EXCEPT THOSE SHOWN ON THESE PLANS. ATTFNTON IS
CALLED TO THE POSSIBLE EXISTENCE OF 07HER U77LI77ES OR STRUCTURES NOT
SHOWN, OR IN A DIFFERENT LOCA77ON FROM THAT SHOWN ON 774E PLANS THE
CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROJECT THE
U77LI71ES SHOWN ON THE PLANS AND OTHER EXISTING FACIL177ES OR
STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONS777UTF A REPRESENTATION
OF THE ACCURACY OF 774E LOCA7ON OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN
THE LIMITS OF THIS PROJECT
15. CONTRACTOR SHALL N077FY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS
REQUIRED BY STATE LAW. ALL U77LITY CROSSINGS SHALL BE P07HOLED PRIOR
TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING NTH ALL LOCAL, STATE AND
FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH
SAFETY AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER
WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE
SOILS ENGINEER IN ACCORDANCE WITH ON S17E EARTHWORK SPECIFICATIONS
AND THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF
PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF
MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT
ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS WITH
INITIALED APPROVAL ON THE MYLARS
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES
AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. 774E
PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW
AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET INCLUDING
COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE
DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF
EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PR07ECT ALL SURVEY MONUMENTAION. IF ANY
SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, 7HE CONTRACTOR SHALL
RETAIN A LICENSED SURVEYOR TO RE- ESTABLISH AND RECORD THE MONUMENT
CHANGE PER STATF LAW.
23 A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN
THE SEWER PIPE AND ANY 07HER UTILITIES
24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL
COMPLY WITH LWD STD DWG S -2 AND WI7H ALL COUNTY AND STATE HEALTH
DEPT REGULATIONS.
25. CONNECTIONS TO EXISTNG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN
THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE
CONNECTED OR ALLOWED TO FLOW TO EXISTNG SEWER UNIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS
APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER
MAIN UNLESS 07HERKISE SHOWN AS APPROVED BY LWD DN THE PLANS.
27 A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON 771E CURB FACE AT EACH
LATERAL LOCATION BY 774E CONTRACTOR.
28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL.
THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TED AND SOLDERED TO THE
WIRE. THE TAG OVER 7HE SEWER MAIN SHALL TERMINATE NO MORE THAN TWO
FEET (2) BELOW TOP OF ASPHALT PAVING. 774E TAG OVER THE CUSTOMER
END OF 771E LATERAL SHALL EXTEND ABOVE GRADE UNIL CONNECTED AND
SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS
LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE
CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE
PROTECTED AGAINST FLOTATION AT ALL TIMES OPEN ENDS OF PIPE SHALL BE
SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS
30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL .THEN
BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE
PIPE MANUFACTURER.
31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER
STANDARDS WATER JETTING SHALL NOT BE ALLOWED.
32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE
7ES77NG BY LWND WILL BE AT CONTRACTOR EXPENSE.
34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED
AT THE OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL,
MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION.
SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER
CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE
K17H 8" SEWERS W7774 DISTRICT ENGINEER APPROVAL.
35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE
A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL' CIRCUMFERENCE.
GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED
EQUAL.
36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER
BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE
AFTER BACKFILL.
37 ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR
TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO
CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE
AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL
APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING
39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER
PER LAD SID DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE
18- INCHES AND LARGER PER LWD STD DWG S -4.
40. MHS SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A
POLYURETHANE PR07EC17VE LINING SYSTEM PER SECTION 500 -2 OF THE
GREENBOOK FOR.
A. ALL NEW MH'S
B. ALL EXISTING MH'S W77H NEW CONNEC7ONS
41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15: PVC C900 OR C905
PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15.
42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF
77ME NOT TO EXCEED ONE YEAR FROM APPROVAL DATF TO START OF
CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF
CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE
DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES
REQUIRED TO THE PLANS SHALL BE MADE AT 774E DEVELOPERS EXPENSE AND
APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF
CONSTRUCTION.
43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE
DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE
STRUCTURES AND CONSTRUCT 714E NEW FLOW - THROUGH CHANNELS IN EACH
MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED.
SM00774 TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF THE NEWLY
INSTALLED PIPES TO 714E EXISTNG MANHOLE STRUCTURES MANHOLES SHALL BE
CORE DRILLED AND MANHOLE CONNECTION FIT77NGS SHALL BE CONNECTED TO
THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST
FLEXIBLE JOINT SHALL BE LOCATED W17HIN ONE -FOOT OF THE MANHOLE BASE.
JACK HAMMERING SHALL NOT BE ALLOWED.
44. ALL NEW CONNECTIONS TO EXISTNG SEWER SHALL BE MADE TO EXISTNG WYES
OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES STANDARD BELL
AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE
ADJACENT EXISTNG PIPE MAY BE USED FOR INSER71NG WYES INTO AN EXISTNG
SEWER.
45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN
774E EXISTNG SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY
PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LIVID SEWER.
IN LOCATIONS WI774 SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE
TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME
MANNED MONITORING NO UNMANNED BYPASS SHALL BE ALLOWED.
46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS
SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS
AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR
COUPLINGS SHALL BE RUBBER GASKETFD WITH NO CENTER STOP. PIPE ENDS
SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR
COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO
ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED
TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY
SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS
SHALL BE AS MANUFACTURED BY PW PIPE, OR EQUAL APPROVED BY THE LWD
DISTRICT ENGINEER.
47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO
TIE -W TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO
VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR APPROVED
EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET
RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF
THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. 774E CENTER RINGS
SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE
PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO 774E TYPE OF
CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBA710,
COMPOUNDED FOR WATER AND SEWER SERVICE ALL NUTS AND BOLTS SHALL
BE TYPE 316 STAINLESS STEEL.
STATEMENT OF ENGINEER OF *VRK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND
PRACTICES OF THE ENGINEER'S TRADE OF PROFESSION. THE ENGINEER FURTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS THE ENGINEER
AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE
ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF
ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTNG WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
B Y. DATE• 6 -23-16
Y
RANDY R. B
QPOFESS /O
RCE No.: 36190 _ _ EXP. DATE: 6130116 ��Q�OQpV R Bq
COMPANY SOWARDS AND BROWN ENGINEERING, INC.
ADRESS 2187 NEWCASTLE AVENUE SUI7E 103 w Q No. 36190
LEND
PROPERTY BOUNDARY
EXISTNG CONTOUR
EXISTNG ELEVATION
EDGE OF AC PAVEMENT
EXIS71NG SEWER MAIN
EXISTING WATER MAIN
PROPOSED SEWER MAIN
PROPOSED SEWER MANHOLE
IIRYONO aj ullfam►llm
TRENCH RESURFACING
SHEET INDEX
SHEET No.
1
2
STANDARD
LO S -11, S -12
LO S -3
LWD S -17, S -25
CITY OF ENC. STD. TRENCH
BACKFILL & RESURFACING
DWG.
DESCRIPTION
717LE SHEET
SEWER PLAN & PROFILE
ASSESSORS PARCEL NUMBER: 254 - 391 -50
LEGAL DESCRIPTION : PARCEL B AS SHOWN ON CERTHCATE OF
COMPLIANCE FOR BOUNDARY ADJUSTMENT
10- 1828A, IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, AS
EVIDENCED BY DOCUMENT REC 12 -27 -2011 AS
INSTRUMENT NO. 2001 - 0697148 OF O.R.
OWNER / PERMITTEE
EOLUS 4, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
740 LOMAS SANTA FE DRIVE SUITE 204
SOLANA BEACH, CA. 92075
858 - 481 -3310
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE
PLANS WITHIN EXISTNG RIGHT- OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE
CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNIL COMPLETED, IRRESPECTIVE AND INDEPENDENT OF ANY OTHER
WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL.
OWNER : EOLUS 4, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
ADDRESS : 1050 EOLUS AVENUE
ENCINITAS CA 92024
SIGNATURE : _ DATE:
CHRISTOPHER R. HALL - PRESIDENT
LEUCADIA WASTERWATER DISTRICT
FIELD OPERATIONS
As
W7771
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N.T.S.
DIEGUITO WATER DISTRICT
CARDIFF BY THE SEA, CA. 92007 m m
PHONE 760 - 436 -8500 Exp. 6130116
*
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F OF CAI \F SIGN I DATE IGN DATE
JOB No. 13 -013 DATE 6 -23 -15 APPROVAL VALID FOR 2 YEARS
Q �[{/ /// DESIGNED BY: DRAWN BY: CHECKED BY:
Irl DESCRIPTION APPROVED WOF BENCHMARK SCALE (JlJ L RGP RGP � ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. eg fIEV /SE WAT/ONOf 91411 x'01-2 /30 Otte 0 DESCRIPTION CITY OF ENCINITAS STATION "134WCCS1 ; PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS O APP V IMPROVEMENT PLANS FOR:
PDT OLE LOt4TIOd afE7(t9T. W,dTER MAIA(- 11-10Hb LOCARONSE QUADRANT OF THE INTERSECTION OF HORIZONTAL: NONE DATE: 6 -23-15 fin
AS BUILT 1941-16 LEUCADIA BLVD & ORPHEUS ST IN THE S'LY SDI MASIH MAHER LENN PRUIM a SEWER • ER MAIN EXTENSION 11784 -I
OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' VERTICAL: NONE '% �y�E� R.C.E. NO.: SMO /� APN : 254 - 391 -50
TRAFFIC SIGNAL ON THE CORNER
fLEVA71ON 178.54 DA7UM NA VD 88 RdNvy' /F' B/Y04VN 0,4 T6 RANDY R. BROWN Exp.: a -s1-16 DATE DATE TPM 07 -060 SHEET 1 OF 2
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LWD SUMMARY TABLE
+00
2.J7%
1+00
12 +00
�a
MANHOLE ID NUMBER
UPSTREAM MH COORDINATES
PIPE
LENGTH
.(„FEET)
PIPE
DIA
(IN)
PIPE MATERIAL
SLOPE
%
LOCA77ON OF MANHOLE (ADDRESS)
MH RIM
ELEV.
UPS MH
INVERT EL. (FEET)
DWN MH
INVERT EL. (FEET)
MH DEPTH
(FEET)
MANHOLE TTE
No. OF LINES
THROUGH MH
COMMENTS
UPS
LOT
DWN
UPSTREAM
DOWNSTREAM
X
Y
ADDRESS
DESOP77ON
ADDRESS
DESCRIPTION
UPS
T) DO
IN
T.
IN
OUT
UPS
DO
UPS
D0
UPS
DPW
01 -2130
TO
Ol -2f20
?70393.41
624092.91
1437
8
PVC (C -900)
6.13%
EOLUS AVENUE
EOLUS AVENUE
EOLUS AVENUE
PRIVATE ROAD
-167.00
155.76
149.0
152.3
14357
143.37
14.55
12.29
STD
STD
1
1
ADD 5' STUB, BOTH DIREC77ON
01 -2120
TO
01 -2066
1970355.57
6241251.10
168.26
8
PVC (SDR -35)
217%
PRIVATE ROAD
SEWER EASEMENT
SEWER EASEMENT
SEWER EASEMENT
155.76
14730
143.57
143.37
139.72
155.76
12.29
8.07
STD
STD
1
1
CONNECT TO EXIST. 5' STUB
LAST MANHOLE COORDINATES ARE, 197026359 6241099.6J, ,
)2
s s
t
f'
w'fj�PL
1
J 5 -31
,sT /2" Wd7FR Ada/Al
L7a aF PIAE 164.0 )
5.0' 8' 0 2% PVC STUB
OUT WITH CLEANOUT PER
LW S -31
N
T
u
coJ V
U
�N
0
M
SEWER LATERAL DATA TABLE
SEWER MAIN DATA TABLE
No.
AlBEARING
INVERT
DESCRIP77ON
II
N5847'31'E
am
GROUND
8' PVC SEWER (SDR 35)
OY
N745648'E
BACKWATER
BENCHMARK
8' PVC SEWER (C -900)
8 // DRY U7'111 TY P /PE
QPOFESS(
w No. 36190
* Exp.6/30/16
JJ cIV1v �P
qTF OF CA1-\FOQ
v
INVERT
LENGTH
DROP
LATERAL
LATERAL
GROUND
DEPTH
PAD
UPS MH
BACKWATER
BENCHMARK
SEQ.
LOT
STA77ON
AT MAIN
OF
TO
IE AT
SLOPE
ELEV.
BELOW PL
ELEV.
RIM
VALVE
REMARKS
NO.
NO.
-
HORIZONTAL: 1' 20'
VERTICAL: 1 " =4'
lE
LATERAL
MAIN
PL
%
AT PL
PL TO IE
FT.
ELEV.
REQ'D
W/O. 1/ -/0 -/.
1
3
9 +15.00
140.37
15.6'
1.2'
141.88
2.0
147.3
5.4'
149.0
155.76
NO
s / I
2
2
9 +20.00
140.59
9.4'
1.2'
141.98
2.0
148.0
6.0'
149.06
155.76
NO
3
PCL A
10 +24.35
14513
98.4'
1 1.2'
1 148.30
2.0
1538
5.5'
NO GRADING
155.76
NO
4
1
10 +29.35
145.35
29.2'
1.2'
147.13
2.0
154.3
7.2'
155.5
155.76
NO
5
4
10 +35.77
145.63
49.3'
1.2'
147.82
2.0
154.2
6.4'
1 15.5
155.76
NO
8 // DRY U7'111 TY P /PE
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CHANGE NO.
DESCRIPTION
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DATE
BENCHMARK
SCALE
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DESIGNED BY:
I DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
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DRAWING NO.
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DESCRIPTION: CITY OF ENCINITAS STA71ON "134WCCS1'
LOCA710N: SE QUADRANT OF THE IWERSEC770N OF
LEUCADIA BLVD & ORPHEUS ST. IN THE SLY SOWLK
-
HORIZONTAL: 1' 20'
VERTICAL: 1 " =4'
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PLANS PREPARED UNDER SUPERVISION OF
DATE: 23 -t5
R.C.E. NO: 36190
RANDY R. BROWN EXP.: 6-3x16
RECOMMENDED: ,G20 APP OV
MASH MAHER GLENN PRUIM
$ /S / I S 8 - 7 -1.r
DATE DATE
IMPROVEMENT PLANS FOR:
A6
�" SEWER MAIN EXTENSION
APN 254®391 -50
I TPM 07 -060
11784 -I
TO POTHOLE 10=1OMOFEXIST W4TER
W/O. 1/ -/0 -/.
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