Loading...
2015-12385 I (Plans)GENER4L NOTES AS BUILT NOTES OWNERIPERANT FE 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL PRIOR TO ENGINEER OF WORK PROCESSING AS BUILT PLANS, INSTALLERS OF WET UNDERGROUND ERIK GILMER - SWELL PROPERTY KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE UTIL171ES ARE TO FURNISH WRITTEN CONFIRMATION THAT THESE FACILITIES HAVE BEEN INSTALLED 1650 NORTH COAST HIGHWAY 101 OF THE IN177ATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN AS SHOWN ON THE APPROVED PLAN. ENCINITAS, CA 92024 STATED ON THE PERMIT. NONCOMPLIANCE WITH THIS REQUIREMENT MAY RESULT IN THE APPLICANT HAVING TO EXPOSE (619) 823 -3408 2 AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE N077FIED SUCH FACILITIES AND INCUR EXTRA COSTS TO OBTAIN ENGINEER'S VERIFICATION OF SAME. /� /gyp �+�+ FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN S //G ADLJ/7EW A.P.N. J. PAINT ALL WORK COVERED CONTACTING PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VAUD OWNER'S CER77FlCAlF 544 HYGEIA AVENUE 256- 110 -57 -00 IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER CALIFORNIA CONTRACTOR'S LICENSE OF THE ENCINITAS CA 92024 AGREED THAT THE OW G NER DEVELOPER SHALL HAVE A RE IS7ERED CIVIL ENGINEER MAKE SUCH APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SMALL BE SUBJECT TO AN APPROVED TRAFFIC ( ) CHANGES. ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE CONTROL PLAN AND SHALL BE FLAGGED AND NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. BARRICADED TO THE SATISFACTION OF THE CITY INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON CONTROL HANDBOOK", LATEST COTTON PUBLISHED B BUILDING NEWS INC IN THE EVENT THAT THE INSPECTOR 1 HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE DETERMINES PROPER TRAFFIC CONTROL IS NOT IN PLACE, ACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES RETAINED TO SUPERVISE OVER ALL GRADING ACTMTY AND ADVISE ON THE COMPACTION AND STABILITY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL OF THE SITE. BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PROTECT THE PUBLIC SAFETY GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE C17Y TRAFFIC ENGINEER WHOSE AND FURTHER AGREES TO PAY ANY 18" AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL. N (CL N6AND 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONS161LITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, SIGNATURE. DATE: OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUC77ON OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF -WAY, ERIK GILMER WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS, HYGEIA AVENUE, LLC THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS DEFINED HEREIN.) WHENEVER WORK IS IN PROGRESS. c�/ r- ^� /►//�/�/� ^_ /spy STAG E/Yr,.ir/YGER �/vl7l� 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED /Y/ vIr t� PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER R HALL COMPLY S AUTHORIZED REPRESENTATIVE CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN TESTING SHALL BE BY THE PERMITTEE CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO 774E ACCEPTABLE TO THE CITY. EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY 7. NO WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL FOR THE PUNS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY QUES77ONS OF 774E TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PIANS OR DESIGN AND IT THEREFORE DOES REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CRY OF ENCINITAS BEFORE 7.30 A M OR CONTINUE AFTER 5.00 P M ON WEEKDAYS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED 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. REFER TO THE CITY'S STANDARD DRAWING 9. NO WORK SHALL BEGIN BEFORE 9 :00 A.M. OR CONTINUE AFTER 3:00 P.M. ON PRIME ARTERIALS AND OTHER SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS VICINITY MAP 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES. ALL WORK ON OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND IRE PL ®PL 5' PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. NITS 2' GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE C17Y TRAFFIC ENGINEER WHOSE } 18" 114.15' N (CL N6AND 32.40' ABBREIIA7ED LEGAL DESCRIP7701V 2.0 10.HCE THE ROADWAY SHALL BE FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT SIGNATURE DATE.• IZ' I • I PARCEL 1 OF PARCEL MAP NO. 2256 IN THE CITY OF 128.50' THE END OF EACH WORKING DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS DEFINED HEREIN.) 3 0 +07.24 RE& GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES BRIAN M ARDOLINO RCE No. 71651 ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 20 SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF PASCO LARET SURER & ASSOCIATES EXP. 12 -31 -15 ACCORDING TO MAP FILED IN THE OFFICE OF THE COUNTY 128.50' ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH 535 N. COAST HIGHWAY 101 RECORDER OF SAN DIEGO COUNTY, JANUARY 17, 1974. SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. SOLANA BEACH CA, 92074 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL /�A'/�//� p� p� A/� ZONING 5+ w BE MADE TO 714E SA71SFAC77ON OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED WITHIN PRIME ARTERIALS MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOGATONS WHERE THE INSPECTOR /7000>�l7GlY! REPRESENTATIVE R8 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED 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. REFER TO THE CITY'S STANDARD DRAWING , DATED JULY 31, 1990. STATION & OFFSET OF LATERAL 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY RIW 11' 14' AUTHORIZED REPRESENTATVE REFER TO THE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1998. IRE PL ®PL 5' 3', - PL T4 IRE DEPTH 5' 2' BACKWATER VALVE REQ'D 2' 18" 114.15' 15. TWO SACK SAND- CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND 32.40' 114.80' 2.0 123.48' 8.7' 110.0' 128.50' YES 3 0 +07.24 RE& GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 9.50' 3240' 115.00' 20 123.68' 8.9' 110.0' 128.50' YES REMO O REMOVE AND REFUGE 16. TWO SACK SAND- CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS w EX PAVEMENT WITHIN PRIME ARTERIALS MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOGATONS WHERE THE INSPECTOR 4" DECOMPOSED z NEW AC PAVEMENT DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL GRANITE PATH 6' MIN. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS 2% TO R OLD AC PAVEMENT AND STORM DRAINS. NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. 2.1 MAX GRADE MAX 2% 6.6% VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES TO EXISTING _ - -� 2q, VARIES 1.5` I& ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SHALL BE - MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF a TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR OF �� PERMEABLE PA VERS ORC0 e: •' 6X16° P C FLUSH CURB ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. EXISTING GRADE AQUA -BRIG OR APPROVED EQUAL AT EDGE OF PERMEABLE PAVERS 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR VOID FILLER- �" TO (N0.8) PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE DIRECTOR OF CHOKER COURSE -4° THICK OF° TO 0 0 0 " - AGGREGATE IN VOIDS ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. i" (NO.57) CRUSHED ROCK 2` BEDDING COURSE DYER 1/8` TO 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO 7R4MC SHALL BE PROGRESSIVE, NOT MORE THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME 6" THICK OF " CRUSHED ROCK 318' (NO.8) AGGREGATE ND mWHERE�STREET KSTATE hIYGEIA AVENUE TYPICAL SEC77ON 21. DIMENSIONS AND DEEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF NOT TO SCALE 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 THE ROADWAY SURFACE 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTIU71ES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET LEGEND MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEWA77ON FROM THIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CENTERLINE OF ROAD 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE - - PROPERTY LINE - WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM THE PROPOSED LOT LINE 55 -- - PROPOSED CONTOUR LINE 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 PROPOSED EASEMENT LINE - EXISTING CONTOUR LINE ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. PROPOSED FLOWLINE 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN TO - - EXISTING EASEMENT LINE TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. - - - - PROPOSED SETBACKS '' 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND °° J PROPOSED PCC PAVEMENT SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE PROPOSED RETAINING WALL WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIREC77VES ISSUED BY THE DIRECTOR OF ENGINEERING PROPOSED PERMEABLE PAVERS PROPOSED GRAVITY WALL SERVICES OR HIS DULY AUTHORIZED REPRESENTATVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM - - - - - - - - = PROPOSED STORM DRAIN BECOMING A NUISANCE OR ANNOYANCE. 27 TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY y yn PROPOSED AC PAVEMENT S -- S� PROPOSED SEWER LATERAL AFTER BACKFILLING AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF TRENCH RESURFACING PER CITY OF NiO PROPOSED WATER LATERAL OBSTRUCTION(S), THE PERMIREE SHALL PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, ENCINITAS STANDARD DETAIL LIMIT OF GRADING OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS FS FINISHED SURFACE SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY AT HIS OPTION, ELECT TO DO THE PROPOSED TREE IN PUBLIC RIGHT -OF -WAY SURFACING OR REPAIRING HIMSELF,• IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK FG FINISHED GRADE TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY FL FLOW LINE 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 WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHAD. BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION WHICHEVER IS GREATER REFER TO THE MOST CURRENT STANDARD DRAWING REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. If, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION 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 PERMITEE SHALL BE CHARGED WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED, AN ENGINEERED 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 THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS. GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plsaengineering.com No. 71651 Exp. 12/31/15 L'!7 EXISTING PAVEMENT fL4CERO ROAD- SEWER LATERAL DATA PARCEL STATION & OFFSET OF LATERAL INVERT AT MAIN IE DROP AT MAIN LENGTH OF LITERAL IRE PL ®PL LITERAL SLOPE % GROUND ELEV. ® PL PL T4 IRE DEPTH PAD ELEV. UPSTREAM MH RIM ELEV BACKWATER VALVE REQ'D 2 0 +02.24 RT.32' 114.15' 9.54' 32.40' 114.80' 2.0 123.48' 8.7' 110.0' 128.50' YES 3 0 +07.24 RE& 114.29' 9.50' 3240' 115.00' 20 123.68' 8.9' 110.0' 128.50' YES REVISI APPR VED DATE REFERENCES DATE BENCHMARK [70NS 0• •1 0191 '1 CITY OF ENCINITAS CONTROL POINT NO. 1024 MONUMENT DESCRIPTION: FD 2.5' DISK IN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCAOIA BLVD AND ORPHEUS AVENUE 37' EASTERLY OF TRAFFIC SIGNAL DATUM: NAVD88 ELEV.: 178.543' 125 CL 130 TC 125 TC PROFILE HYGEIA ROAD C/L SCALE. Horiz. 1" _-10' Vert. 1, 2, PROFILE HYGEIA PROPOSED 6" WIDE FLUSH CURB SCALE: Horiz. 1 " -10' Vert. 1 " =2' ® -. R/W An-i-N� HALF WIDTH OVERLAY MAY BE REQUIRED ® DISCRETION OFENGINEERING INSPECTION (TYR) w (E) LWD SMH /01 -0310 0. �C1¢z� LQ ZyQ CL c,_) 6C 3 a W �nv3 It s nl�F n 130 CL 125 CL 130 TC 125 TC OF PVMT 5 , r � " ¢ z ^^' EX EDGE 9 oCUi ^ Q. - R ai W Iz I 3" o EXISTING B" (E) LINO SMH 101 -0320 �VCP SEWER -... n�x;nnn _ n-i-75 nn na.aR R7 LEUCADIA WASTEWATER DIST. AS BUILT PUBLIC SEWER SYSTEM APPROVAL APPROV D BY: LWD DISTRICT ENGINEER 26J/ Ivu/ STEPHEN RECITING, PE,!�.) RCE DATE BRIA M. A DOLINO /G /b R.C.E. NO. 71651 FIRM DAT EXP. 12 -31 -15 SCALE PLANNING & BUILDING DESIGNED B BY MA REVIEWED BY: PLAN�;,PR RED UNDER THE SUPERVISION OF HORIZONAL 1"=10' DATE: R.C.E. NO. 71651 VERTICAL NIA DATE: BRIAN M. ARDOLNO EXP. 12 -31 -15 PAVERS IN ACCORDANCE W/ \IL23.03 ENCROACHMENT MAINTENANCE & REMOVAL COVENANT DOC42ff"- 6y IRECORDED ON 11.11 - EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE 2' DEEP REMEDIAL GRADING IN ROW & 3'SoutH OF ROW 123.28 TIN 121.52 BW --R /W NEW MODULAR WALL 2 N_ ;R 3.53 FS 124.28 - - L $ J 125.45 FS 124.50 FS APM 256-1 I F2_k FI'7k I N -- - EX fENCE -7a °1 S Z / LIMIT OF GRADING PLAN VIEW 544 HYGEIA AVENUE CONSTRUCTION NOTES SCALE 1" =10' LIJ SDRSD G -14A DRIVEWAY APRON ^ �J ® EXISTING WOOD 3.4' PICKET FENCE TO BE REMOVED PROPOSED 6" WIDE 16" DEEP PCC FLUSH CURB DISTRICT TO ABANDON EX. WATER SERVICE AT OWNER'S EXPENSE 5 FS 0 WATER ESML PER PARCEL MAP (TPM 14 -290) 1 o UTILITY TRENCH RESURFACING PER COE STANDARD DETAIL ® PROPOSED Dc WALK 10 5 0 10 20 30 11 REMOVE EX AC BERM PROPOSED 7' PERMEABLE PAVER AREA 1Z REMOVE EX. AC PAVING, REPLACE 4" AC OVER 6" CLASS II BASE GRAPHIC SCALE IN FEET © PROPOSED 4" AC OVER 6" CLASS II BASE 04 �O EXISTING PALM TREES TO REMAIN, PROTECT IN PLACE (IF DAMAGED �F. "� 2' DEEP REMEDIAL GRADING WITHIN ROW 13 DURING CONSTRUCTION, CITY ENGINEERING MUST B Al1D- �1 &;'SOU1N OF ROW A TREE REMOVAL /REPLACEMENT PERMIT OBTAINED �'(�Ets (),�MOyeL) TO iSE- AgPLA� kD, ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS DEPT. REVIEWED BY: b>s �G REVIEWED R Wf Y. .I DATE /.e " -°° - -T i I121Z1►5 /o -� -/S /d /� LO 7 /S` DATE: DATE: DA E: DATE: ENGINEERING DIV. APPROVAL CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO REVIEWED BY-51k" IMPROVEMENT PLAN FOR: 123SS -I '� '� ` '� 544 HYGEIA AVENUE MASIH MAHER GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: 12/1(-/IS DATE: 2 �'/ /� 14 -290 TPM /DR /CDP A.P.N. 256 - 110 -57 -00 1 SHEET 1 OF 2 PLSA 22, WATER NOTES (SAN DEGUTO WATER DISTRICT) 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS PHONE (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS 70 EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7 CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC SPECIFICATIONS. 14. FI AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, LE., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WA57E DMSION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFELC77ON COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCI70N COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUC77ON OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED, OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORREC77ON OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONS7RUC770N. 2 ALL DESIGN, MATERIALS, AND CONSTRUC7ON WORK SHALL CONFORM 70 THE LEIJCAD14 WASTEWATER DISTRICT LWD SEWER STANDARDS AND 70 THE REQUIREMENTS OF THE STANDARD SPECIFIC47IONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL 77MES WITHOUT LXCEP77ON. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL 77MES 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF RNAL 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 LWD. 6 PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCRON AND SHALL PROWDE A MINIMUM OF 72 HOURS N077CE TO LWD PRIOR TO CONSTRUCT70N. 7 APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTA77ON OF THE ACCURACY OF THE LOCA77ON OF OR THE EXI57LNCE OR NON EXISTENCE OF ANY UNDERGROUND U77M PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CON57RUCTION. 9. 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 EXISTING SEWER UN77L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS 11. A 2 -INCH HIGH `S° SHALL BE INSCRIBED ON THE CURB FACE A7E4CH LAlE W LOCA77ON BY THE CONTRACTOR. 12 A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP 70 A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6° ABOVE PAVING SUBGRADE W1TN RAML LOCA77ON JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNBL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTON. 13 ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEI9SED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDER47701V FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CON57RUC71011 OF ALL OTHER U77LMES AND U77LITY LATERALS 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE RIVAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAWNG. 16 ALL NEW CONNEC7ONS TO EXISTING SEWER SHALL BE MADE TO EXIS77NG WYES, MADE PITY G45KE7ED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR INSTALLA7ON OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLATION. CUT IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWINGS S -32 TYPE U REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT 17. EXIS77NG PIPE MAY BE USED FOR INSERTING WYES IN70 AN EXIS77NG SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 IF NECESSARY DURING THE LATERAL CONNEC77ON WORK, UPSTREAM FLOW IN THE EXlS771VG SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWN57REAM LWD SEWER. IN LOCA77ONS WITH SIGNIFICANT UPS7REAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT 01771 FULL -77ME MANNED MONITORING NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTON OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED W17H NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLA7ON 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 SUPPED 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. 19. PVC OR V/7R/RED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO BE -IN TO EXISBNG VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH M47CHING INVERTS OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUC77LE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNEC77NG PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA71a COMPOUNDED FOR WATER AND SEWER SERWCE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. RNAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF 77ME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE" TO START OF CONSTRUCTION. 1F THE ONE YEAR 77ME LIMIT lS EXPIRED PRIOR TO START OF CONS7RUC770N THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK 70 THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUC7TON. PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.com No. 71651 Exp. 12/31/15 J� s 3u1L-r U.po c Etc '11631 1'cX� 1L•S1'2� Fm REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING oesi6MA er UUVRE ev �HBMA BY ENGINEERING DIV. APPROVAL CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 1 CITY OF ENCINITAS CONTROL POINT NO. 1024 MONUMENT DESCRIPTION: FD 2.5' DISK IN SIDEWALK IN THE SOUTHEAST QUADRANT LEUCADIA BLVD AND ORPHEUS AVENUE 37' EASTERLY OF TRAFFIC SIGNAL DATUM: NAVD88 ELEV • 178.543' HORIZONAL 1 " =10' VERTICAL NIA REVIEWED BY: �rvnq.t'i. PLANS PREP D UN R THE SUPERVISION OF t +� e DATE: F`/ R.C.E. NO. 71651 BRIAN M. ARDOLINO EXP. 12 -31 -15 REVIEWED BY.' MAS`I MAH R GLENN PRUIM DIRECTOR OF PUBLIC WORKS DATE: 12 /a DATE: / L N / / Lj- „mss IMPROVEMENT PLAN FOR: 544 HYGEIA AVENUE 14 -290 TPM/DR/CDP A.P.N. 256 - 110 -57 -00 12385-1 W 11/2SIIS DATE: SHEET 2 OF 2