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2004-1562 I (Plans) ONSITE IMPROVEMENT PLANS FOR ENCINITAS COUNTR DA SCHOOL REFERENCES DWG. NO. 6442 -G DWG. NO. 6442 - DWG. NO. CS -150 -I F H & FDC MANCHESTER AVENUE L SHEET INDEX �-- _ - - - SHEET 1 KEY MAP & WORK TO BE DONE / — SHEET 2 NOTES & SECTIONS SHEET S —'a PLAN ! PROFILES IMPORTANT NOTICE , _ t I FH y SHEET 6 STRIPER PLAN SECTION 4216/4217 OF THE GOVERNMENT CODE I REQUIRES A DIGALERT IDENTIFICATION NUMBER I a BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT LD NUMBER CALL UNDERGROUND SERVICE ALERT AT: TOLL FREE 1- 800 -422 -4133 TWO WORKING DAYS BEFORE YOU DIG I I WORK TO BE DONE IMPROVEMENTS CONSIST OF THE FOLLOWING: o I a I 1 . THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD Z a / �� J / SPECIFICATION AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 1 STREETS AND STANDARD REFERENCE DRAWINGS INCLUDING THE SAN DIEGO REGIONAL STANDARD DRAWING (SDRSD), t OIIVENHAIN MUNICIPAL WATER DISTRICT E-. - (OM"). � �: � N z _ � , ;F ITEM STD DWG LEGEND QUANTITY THE ISSUANCE OF A GRADING PERMIT CO AUTHORIZATION TO Do ONLY THAT WORa w WHICH IS DESCRIBED OR ILLUSTRATED ON THE GRADING PLANS AND SPECIFICATIONS APPROVED \ ` ` /�- 9 AC /6 CL2 AB PAVEMENT Sr NY THE CITY ENGINEER. IT DOES NOT CONSTITUTE AUTHORIZATION TO PERFORM WORK FOR ONSTTE OR OFFSITE SEWER IMPROVEMENT PLANS. IT DOES NOT AUTHORIZE THE OWNER/PERMQTTEE TO OBTAIN BUILDING PERMITS FROM THE CITY OF ENCINITAS. THIS PERMIT DOES NOT CONSTITUTE ° CURB & GUTTER, TYPE G G- E(SDRSD) 1557 LF COMPLIANCE/SATISFACTION OF THE CDP 98 -039 CONDITIONS. SEWER IMPROVEMENT PLANS THAT CROSS GUTTER G- 12(SDRSD) 1 1290 SF MEET crrY STANDARDS AND REQUIREMENTS HAVE NOT BEEN SUBMITTED To THE CITY. LIMIT OF 100 FUEL - ` 0' MODIFICA T10N ZONE MEDLAR CURB TYPE B -1 G— G(SDRSD) 110 IF 6 CURB G- 1(SDRSD) 1140 LF • `' -� VALLEY GUTTER 440 LIP ` � J OWNER f PERMITTEE STATEMENT _ = ' �,..: _ A - 6» AC BERM TYPE A G-5(SDRSD) 102 IF - ONSITE STRIPING am LF IT 13 AGREED THAT FIELD CONDTTONS MAY REQUIRE CHANGES TO THESE PLANS. - PVC 8 CL 200 R-3.1 (OMWD) — w w 501 is IT 19 FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL FAA ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE FIRE HYDRANT ASSEMBLY C -1.2 (OMIID) t 2A. DIRECTOR OF PUBLIC WORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 2 BLOW -OFF ASSEMBLY A -1.1 (OMWD) 8 EA. I FURTHER AGREE TO COMMENCE WORK ON ANY IN ROVEMENTS SHOWN ON THESE PLAITS WITHIN KEY MAP LEGEND WATER SERVICE FOR 1 METER B- 1.1(OMWD),C- 2.1(0Vw ) i !A. MIMING PUBLIC RIGHT -OF -WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO THE PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, PROPERTY BOUNDARY W /i» REDUCED PRESSURE MRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR BACKFLOW PREVENTER CINDER MY CONTROL. LIMITS OF SHEET — — — WATER SERVICE FOR 2 METER B- 1.5(OM WD),C- L.1(0VwD) 1 RA. KEY MAP W /2 REDUCED PRESSURE IrY: DATE: IMPROVEMENT SHEETS � SCALE: 1 = 100 . BACKFLOW PREVENTER KATHY PORTERFIELD tooF L NOTE: QUANTITIES ARE FOR BONDING PURPOSES OnT. M &M DEVELOPMIENP, LLC . A CALIFORNIA LIYTTED LIABIIITY COMPANY CONTRACTOR TO VERIFY QUANTITIES PRIOR TO CO FIRE HYDRANT STRUC-170N. 233 WILSHIRE BLVD SUITE 25 FIRE DEPARTMENT CONNECTI ABBREVIATIONS SANTA MONICA CA. 90401 100 FUEL MODIFICATION LINE (760) 942 -1111 DW DRAINAGE WATER IT LEFT �� SITE P AB AGGREGATE CONCRETE BASE MH MANHOLE LOCATION AC ASPHALT CONCRETE MNVC MIDDLE VERTICAL CURVE BC BEGIN CURVE NTS NOT TO SCALE BVC BEGIN VERTICAL CURVE P PAVEMENT BW BOTTOM OF WALL PCC POINT OF COMPOUND CURVE STATEMENT OF ENGINEER OF WORK C acti CURB AND GUTTER PCR POINT o f CURB RETURN ��) CL CENTERLINE PRC POINT OF REVERSE CURVE G CO CLEANOUT RCP REINFORCED CONCRETE PIPE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITS THE GENERALLY E ELECTRIC RT RIGHT ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE EB � RW RIB OF WAY LAGOON WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. CURB RETURN SD STORM DRAIN EP EDGE U PAVEMENT SDRSD SAN DIE S AN f\- ECR END CU THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC GO REGIONAL STANDARD DRAWING ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL EVC END VERTICAL CURVE SW S DIE SUFFICIENCY OR ADEQUACY OF T PLA NS OR DESIGN AND THE RFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR FC FACE OF CURB T TELEPHONE OF ENCINITAS, ENCINTTAS, ITS OFFICERS, AGENTS AND EMPIO�YEES FROM PROPERTY DAMAGE OBTBO INDE INJURY ARISII�TG E C� n ��E TB TOP OF BERM P VICINITY MA FS FINISHED SURFACE TC TOP OF CURB NOT TO 5C P THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER, ITS AGENTS OR ITS EMPLOYEES, ACTING WITHIN THE COURSE G GAS TF TOP OF FOOTING AND SCOPE OF SUCH AGENCY AND EMPLOYMENT, AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. HGL HYDRAULIC GRADE LINE TG TOP OF GRATE HP HIGH POINT TW TOP OF WALL IE INVERT ELEVATION W WATER BY: ' 6 • {' RCE. No.: 29271 RONALD L. HOLLOWAV DATE inc. HAIN ' PARKS & RECREATION OLIVEN MUNICIPAL WATER DISTRICT ENCINITAS FIRE PROT ECTION DISTRICT SAN DIEGUITO WATER DISTRICT scents POTABLE WATER SYSTEM APPROVAL 1 cjd g, cfA � , �V APPROVED (OMWD W.O. #567250) APPROVED APPROVED s - ai - rr Approved by: BOYL.E ENGINEERING CORPORATION 5115 AVENIDA ENCINAS SUITE .L. A� rict's Consulting Engineer CARLSBAD, CA. 92008- 4387 BY• v >9 �� o SD -001 - 554 -00 S olsl 0 B 760 931 -8700 R.C.E. I. DA Job Number DATE Note: Sisnatur zpires 2 Years After Date DATE DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY D WN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DESCRIP'PION TOP OF DRA.48 III 11ELi. APPROVED PINS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR ONSITE IMPROVEMENT PLAN FOR: MUP 98 -039 �N°'�' >�oNA N/A DATE: 6 - ( 0 -of BY: BY: STREETS "A", "B" AND PARKING LOT LOCATM: 9M 48+01 C.L =.C. IL CAMM I ML �' 15 6 2 - IR >�RM �= 8-D. CO. TW. _ P.1 TEAL N/A BY: �' 3 0 4- o A R .C.E. No. 29271 DATE: 9 ct h DATE: ENCINITAS COUNTRY DAY SCHOOL NUMAMM: 1 ".61 DIATOM,: l[.S.L DATE EXP• 3 -31 -07 WORK PROJECT NO. M.U.P. 98 -039 SHEET I OF 6 WO 505 - 0704 -600 K: \LAND PROJECTS 3\ 505 - 0704 - 600 \DWG \IMP \ONSITE \IPOI.DWG 08 -05 -2004 GENERAL POTABLE WATER SYSTEM NOTES IMPROVEMENT NOTES 1. POTABLE . A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES LE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE O� MUNICIPAL WATER DISTRICT ( DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR CONSTRUCTION. SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL HE NOTIFIED TWO WEEKS MIN THESE PLANS HERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE IMUM[ BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER @IIS"TING FACILITIES EXCEPT AS IN ADVANCE OF ANY SHUTDOWN. SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE 4. CONTRACTOR SHALL CORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWN. NO SHUTDOWN WILL BE AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. SCHEDULED ON A MONDAY OR FRIDAY. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. LOCATION OF EXISTING FACILITIES. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE WORK WITH COMPANY REPRESENTATIVES. UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600) "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN 8. ALL EXISTING FACIIITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., IINE DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE 800 422 -4133. CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 8. THE CONTRACTOR SHALL. NOTIFY PACIFIC HELL PRIOR TO STARING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS REPRESENTATIVES. THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND TOP OF PIPE PROFILE IS 48 -INCHES BELOW CENTERLINE OF FINISH GRADE OF APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE: 800- 422 -4133 STREET. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT AGENCIES, ADVISE THEM[ OF THE PROPOSED IMPROVEMENTS, AND HEAR THE COST OF COUPLINGS WITH r MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO RELOCATIONS, IF NEEDED. BENDING (CURVING) OF PIPE SHALL. HE PERMITTED. 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 12. MANUAL AIR REIYASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASE AND 800 - 422 -4133. BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL HE SHOWN ON THE OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WTTHLN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. TO THE CITY OF ENCINITAS. 3' 18' 4' 11' 11' 3' 13. INSTALL A MINIMUM[ i -INCH WATER SERVICE TO EACH LOT. METER TO BE 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER " SHALL BE THE AREAS TO BE PAVED. LANE LANE ENTRY LANE MEDIAN LEFT TURN RIGHT TURN W" CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN A NEW CURB AT ALL WATER _Z (EXIT) T) (EXIT) T) Z J SERVICE CROSSINGS. 13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR J 14. METER BOXES SHALL NOT HE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE ?.• THE DISTRICT'S PRIOR WRITTEN CONSENT. PRIVATE IMPROVEMENTS. IF APPLICABLE . 2% v v 2% �%, !MP 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, 14. ALL LUMINARIES SHAH. PROVIDE TRUE 0' ' 1 M Py '`- ?. COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW LIGHT ABOVE THE HORIZONTAL. CUT AND ALLOW NO ESCAPE OF CUSTOMER'S PREVENTION DEVICE ON SIDE OF WATER METER. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT 6" CONCRETE 16. CONTRACTOR SHALL TIE OFF ALL. VALVE LOCATIONS AND PROVIDE WRITTEN A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. CURB & GU TTER FOR SUCH A MEETING. PHONE NUMBER 833 -2770. TYPE G PER " 17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED ON STREET UNDERCUT _ Q SDRSD G -2 (TYP.) T.I. -6.0, MIN. 3 AC THE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE. 16. THE DEVELOPER SHALL BE RESPONSIBLE T ANY MONUMENT OR BENCH MARK 1.5 BELOW TOP OF CURB ON 6 CL 2 AB WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY BOTH SIDES 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 8" CL 200 WATERLINE THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER 4' MIN. COVER SERVICE BY CHISELING THE LETTER "S" AND "W", RESPECTIVELY, 2 INCHES HIGH INTO 19. AIL. DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE THE FACE OF THE CURB. S E C TI 0 N A - A - STREET " A" DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A ll[ANNER AND 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE LOCATION APPROVED BY THE INSPECTOR. NOT TO SCALE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING AIL. PIPE, VALVES 19. ALL WORK, EXCEPT OMWD WATER FACIIITIES, SHALL HE DONE IN ACCORDANCE WITH (CLOSED) AND APPURTENANCES. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION, THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR 21. PIPELINES AND APPUTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH PUBLIC WORKS CONSTRUCTION ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS SECTION 15041 OF THE IN OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR COMMITTEE, AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS LATEST EDITION. CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLGIC QUALITY TEST RESULTS 3' 12' 12' 3' SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. Z 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE W OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPUTENANCES. FIRE HYDRANT 2 . ` m� �• 23. CONTRACTOR SH ALL GUARAN AIL WORK FOR A P ERIOD OF O N E ( 1) YEAR AFTER 2% R ANY R ALL SUCH WORK, TOGETHER WITH ANY� WORK WHICH MAY BE .4 2X DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR U '),• ,� MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT <4f EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE 6" CONCRETE OR NEGLECT EXCEPTED. MIN. 3" AC CURB do GUTTER ON 6" CL2 - AB 5 24. FOR ALL APPLICATIONS UTILIZING NON -HEX BOLTS, INCLUDING, BUT NOT LIMITED TYPE G PER SDRSD T.I. =6.0 f - k TO, T -BOLTS ON MECHANICAL JOINT FITTINGS, THE BOLTS AND NUTS SHALL BE G -2 (TYP.) BOTH SIDES STREET UNDERCUT 8" CL 200 COATED WITH A FLUOROPOLYMER CORROSION INHIBITING COATING. THE COATING 1.5 BELOW TOP OF CURB WATERLINE MASONRY RETAINING WALL SYSTEM[ SHALL BE TRIPAC 2000 BLUE COATING SYSTEM OR DISTRICT APPROVED ossto 44 ,1►! O 4' MIN. COVER TYPE 4 PER SDRSD C -4 EQUAL. THE PROPOSED COATING SYSTEM SHAH. BE APPROVED BY THE DISTRICT t �� �� AND DWG NO. 6442 -G PRIOR TO INSTALLATION IN THE FIELD. THE COATING SYSTEM SHALL BE APPLIED PER RONALD X14 dY/ SECTION B - B - STREET B THE MANUFACTURERS RECOMMENDATIONS x *�a o N0. 29271 NOT TO SCALE EXP. 3 - 31 -07 5115 AVENIDA ENCINAS SUITE "L" < a c7vtti ` CARLSBAD, CA. 92008 -4387 rp OF c (760) 931 -8700 REMONS APPROVED DATE DATE BENCHMARK SCALE DESIGNED BY DRAWN GY CHEC BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. ll atyT HoTUZORe�. NIA DsscRtFrrox TOP 01' BBess DISC Of W= GL PREPARED UNDER THE SUPERVISION OF RECOMMENDE APPR , ONSITE IMPROVEMENT PLAN FOR: MUP 98 -039 _ DP/CE RLH T BY: � LOCATION: ST A. �� �.�. :.� >�. G.�o I!><.I. DATE: - O BY: 04 STREET � � A " AND " B � � 1562 -IR RECORDED MON.- CO. OERP. CONTROL. PG.I N A NAI.D HOI.LO Y R.C.E. NO. 29271 DATE: 0 DATE: ELEVATION: _10.e1 �, : �S� �c� / ENCINITAS COUNTRY DAY SCHOOL EXP. 3 -31 -07 WORK PROJECT N0. 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CURB 18', TYP. - SEE STRIPING .fig. �G '5g� JOGGING TRAIL 1G TC g MINIMUM OR AS APPROVED - 164 - 55'56"W 'S6 "W 174.49 8" PVC CL 200 PER G-1 PLAN SHEET 6 '� BY E SOILS ENGINEER. 1 SEE DWG N0. _�C\ 6442 -G 140.5' ro � � so�LwTAi In PLAN: s� • �'l 1! m pll! rw*y, Cm a �t�vsyitlQ 20 10 0 20 40 60 CTM 5115 AVENIDA ENCINAS SUITE "L" or CARLSBAD, CA. 92008 -4387 SCALE: 1" = 20' (760) 931 -8700 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNNED BY DRAD BY CHEC BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAINING NO. DESCRIPTION TOP OF MM DIS= III TELL PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO ONSITE IMPROVEMENT PLAN FOR: MIU 98 -039 LOCATION: gr 48 +��y� Z.C. EL Co NOMZ� 1 " _ 20 ' DATE 8 -L•01- BY: BY: ENCINITAS COUNTRY DAY SCHOOL 1562 —IR JIM ]RECORDED )EEROIt: CO. OE1tT. C°NTR VERTICtL 1" = 4 ONALD 110110 A R.C.B. No. 29271 DATE: DATE PARKING LOT ELEVATION: 129 DAWN: NJLL EXP, 3 -31 -07 WORK PROJECT N0. 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I. • .. „ . Q 1 _ •. . - _ �•. t • Rlu Val IME 11 • : I• v VAIE / , • • • • r ' a / 1 /1 • v" • WIJ Mall • t ' • ' t • f • 1 1 11' t 1 / 1 ': t i 1 - STRIPING NOTES SIGNING AND STRIPING CONSTRUCTION NOTES: TRAFFIC STRIPES PAVEMENT MARKINGS AND PAVEMENT MARKERS PAINT DOUBLE YELLOW NO PASSING ZONE— TWO DIRECTIONS PER CAL TRANS DETAIL 21 OF PAINTING OF TRAFFIC STRIPES (TRAFFIC LINES) AND PAVEMENT MARKINGS SHALL CONFORM TO THE STANDARD PLANS N0. A20A. T SECTION 84 -1, "GENERAL" AND 84 -3 "PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS" O PAINT 4" WHITE LANE LINE PER CALTRANS STANDARD DETAIL 8 OF THE STANDARD PLANS NO. OF THE CAL TRANS STANDARD SPECIFICA 77ONS AND THE FOLLOWING: A20A. CONTROL OF TriE ALIGNMENT AND LAYOUT SHALL BE THE RESPONSIBILITY OF THE O PAINT 8" SOLID WHITE LEFT TURN CHANNELIZING LINE PER CAL TRANS DETAIL NO. 38A OF THE CONTRACTOR AND SUBJECT TO APPROVAL BY THE ENGINEER. ALL NEW STRIPING AND STANDARD PLANS N0. A200. SANDBLASTING OF REDUNDANT STRIPING SHALL BE DONE BY THE CONTRACTOR. CONTRACTOR TO PROVIDE AND INSTALL PAVEMENT MARKERS. 1 4O SECTION 84 -3. C2 "MATERIALS" OF THE STANDARD SPECIFICATIONS IS AMENDED TO READ: PA /NT TYPE I V(L) ARROW PER CAL TRANS STANDARD PLAN NO. A24A. PAINT FOR TRAFFIC STRIPING SHALL BE LEAD FREE AND CONFORM TO THE LATEST STATE O PAINT TYPE IV(R) ARROW PER CAL TRANS STANDARD PLAN NO. A24A. - SPECIFICA T7ONS FOR RAPID DRY WA TER BORNE, WHITE YELLOW PAINT GLASS BEADS SHALL CONFORM TO STATE SPECIFICATIONS NO. 8010- 21C -22 TYPE ll . O PAINT TYPE l(10) ARROW PER CAL TRANS PLAN NO. A24A. s COPIES OF STA SPECIFICATIONS FOR TRAFFIC PAINT AND GLASS BEADS MAY BE OB TAINED O PA /NT 4" WHI PARKING LOT STALL LINES. ry � ry � FROM THE TRANSPORTATION LABORATORY, P.O. BOX 19128, SACRAMENTO, CALIFORNIA, 95812, 4 + 3 Q� C / 7 TEL. (916) 277 -7000. 8 PAINT PAVEMENT SYMBOL DISABLED PARKING PER SDRSD M -29. C► �O Q j PA VEMEN T MARKER SHALL CONFORM TO SEC 77ON 85, "PA VEMEN T MARKERS, OF THE P �+ 7 STANDARD SPECIFICATIONS, AND THE FOLLOWING PROVISIONS: 9 PAINT CURB RED PER ENCINITAS FIRE DEPARTMENT STANDARDS ��� <t,�� 9 � a PAVEMENT MARKERS HEIGHT SHALL BE 0.70 —INCH MINIMUM. "LOW PROFILE" TYPE MARKERS J WILL NOT BE ACCEPTABLE. FOR SPECIAL PROVISIONS, REFER TO COUNTY OF SAN DIEGO STRIPING SPECIFICATIONS. / 6 \ h�r1 9 , 7 ry Q 6 9 i W a`� 6 w I 01 Pip I 5 , 7 2 , 46 I 9 h � � • r 1 h a , 7 \ 9 T 6 , , 4 l 9 6 / 9 6 R j 000 • t 2 ` W = 'K s vii Z r N w + i r j r ' t I 9 �1 1 ' t � "� � STRIPING PLAN STREET � RONALD 4 1 bh Ainc. 1 .7'-3- 31-W land ponrrtip, a1d a io mW 0 20 10 0 20 40 60 aJ ctm 5115 AVENIDA ENCINAS Or CAA SUITE "L" SCALE 1"=20' CARLSBAD, CA. 92008 -4387 (760) 931 -8700 >�avcsrorts APPROVED DAIS >taxcas DAIS BENCHMARK SCALE , APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING No. DISCRIP'll x TOP OF 0tAffl Dffi[ IN WZU PAS PREPARED DER THE SUPERVISION OF RECOMMENDE APPR IMPROVEMENT PLAN FOR: M.U.P. 98 -039 "ONUMI ' DDEZONAL 1' _ no DATE; 9 -6.. f BY: AA 4,4 BY: ENCINITAS COUNTRY DAY SCHOOL UXATIOP: 9T 49+01 C LQ AL c.�o INAL » 15 8 2 — IR ,� °RD» > : s•D- �..>�T- °° P�-1 mac,. 1- = 4• x HOLLOWAY R•o•e• xo• 292'1 DATE: DATE: STREET A » ONSITE STRIPING PLAN ELEVATION: 129.01 DATUM: Y.SI. EXP. 9 - -07 woxa PROJacT x0. Y.U.P. to -039 I SHEET s OF a WO 505 - 0704 -600 K: \LAND PROJECTS J \505- 0704 - 600\ DWG \IMP \ONSITE \IP- 06 \STRIPING.DWG 08 -05 -04