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6959 GENERAL NOTES WORK TO BE DONE 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS GRADING AND DRAINAGE IMPROVEMENT PLANS FOR. THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS AND ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE THE SPECIFICATIONS AND STANDARD DRAWINGS LISTED BELOW. STREET RIGHT STRUCTURAL SECTION LONE JACK / STRATFORD KNOLL 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE STANDARD SPECIFICATIONS WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (2009) EDITION (GREENBOOK), INCLUDING THE REGIONAL SUPPLEMENT (AUGUST 2009). AND AS APPROVED BY THE CITY ENGINEER. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CITY O ENCINITAS 2. SAN DIEGO REGIONAL STANDARD DRAWINGS, APPENDIX A (AUGUST 2009). CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE 3. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS (MAY 2006). PROJECT BOUNDARY. STANDARD DRAWINGS 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, (AUGUST 2009) SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 2. STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS (MAY 2006). 1- 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND S.D.C. = SAN DIEGO COUNTY v FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR o q'yo O.M.W.D. = OLIVENHAIN MUNICIPAL WATER DISTRICT KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT CAL E 3 do S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS S T _ REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY A (/ r9� LEGEND EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS l� l9 NO ITEM & STD DWG. SYMBOL UI NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ° 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK O a $ D ^ R0• 1. EXISTING STORM DRAIN - - TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS SITE 2. EXISTING WALL PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND ' ' or r 6 Q 3. 48"HDPE (STORM DRAIN) - - - FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF of <or r of r ACTUAL LOCATION OF EXISTING FACILITIES. pM »9 ®f aM 26s4 o FG CAMI 4. HEADWALL 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC r ENCINITAS HO �F( 5. 8"WATER MAIN COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES ""~ ° a 3 "Q�, o NORTF AND SHALL COORDINATE HIS/HER WORK WITH COMPANY _ 6. TRENCH & RESURFACING DG REPRESENTATIVES. 4, - 3° r °F r s n p�L NOTICE- 4 7. TRENCH & RESURFACING ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT O N (PCC PAVEMENT) ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF ELECTRICAL SANTA FE DR. CABLE E AND PIPING AND APPURTENANCE CONTACT THE SAN DIEGO 1 ! i a3a °F pMr12sa4 8. TREPAV & RESURFACING TELEPHONE. (800) 422-4133 8. THE CONTRACTOR SHALL NOTIFY AT&T PRIOR TO r <or z sag �9 9. AC GRIND AND OVERLAY VDU STARTING WORK NEAR COMPANY FACILITIES AND SHALL >>s p9v COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. 9p 10. PROPOSED C.O. DRAINAGE STRUCTURE O NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY 9 (SIZE & TYPE PER PLAN) ARE "UNDERGROUND INSTALLATIONS". FOR LOCATION OF CABLES AND Q APPURTENANCES 4133 AT&T. f` r ° of Mr'ZSeq VICINITY MAP 11. CONCRETE CRADLE (DETAIL SHEET 2) 4 12. RIP-RAP (DETAIL PER PLAN) I 9. ALL NSTALLATIONS".OFOR LOCATION I OFNCAB ESRANDCAPPURTENANCES OCONTACT a ` I of r12sa4 J NO SCALE 13. EXISTING EASEMENT --_-- (800)422-4133.(PUBLIC) o 14. PROPOSED DRAINAGE EASEMENT ----- 10. THE CONTRACTOR SHALL PROTECT THE EXISTING LANDSCAPING AND a r,' '� of <°r LEGAL DESCRIPTION IMPROVEMENTS REMAINING IN PLACE. NO LANDSCAPING OR IMPROVEMENTS a �z 15. EXISTING FENCE SHALL BE DAMAGED OR REMOVED PRIOR TO APPROVAL OF THE CITY. �o o M sa4 PARCEL 4 OF PARCEL MAP 17938; POR. LOTS 1, 2, 3, 4, 5, 6, 12 & 13 °F aMr �s <or o M OF CITY OF ENCINITAS TRACT NO. 88-245. 16. PROPOSED WOOD FENCE 11. THE CONTRACTOR SHALL MAINTAIN ACCESS TO STRATFORD KNOLL AND »> i• PM 2 4 ALL PRIVATE DRIVEWAYS AT ALL TIMES. S0 f f` ° �2sa9 17. PROPOSED CONSTRUCTION FENCE X X- 12. ALL PRIVATE IMPROVEMENTS DESIGNATED TO BE REMOVED SHALL BE ~ 18. TRAIL EROSION HEADER SALVAGED AND RETURNED TO THE PROPERTY OWNER. ALL PRIVATE ti of or REFERENCE DRAWINGS (CITY OF ENCINITAS) IMPROVEMENTS THAT ARE NOT DESIGNATED TO BE REMOVED, THAT ARE M '2684 TM 88-245, 9211-R, FILE NO. CS.058 19. DAYLIGHT LINE II DAMAGED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPAIRED Q 0 `' TM 88-245, 9211-G 20. EXISTING CONTOUR 60 .. BY THE CONTRACTOR AT NO COST TO THE CITY. a t 1 `. c TM 3967, FILE NO. NS1646 21. PROPOSED CONTOUR 40 13. THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE CITY ss 97-029 TRACT NO. 88-245 ° m ENGINEER PRIOR TO MAKING CHANGES IN THE FIELD. 22. TOP/TOE OF SLOPE `, - 5 ABBREVIATIONS 23. CABLE RAILING (CALTRANS B11-47) 14. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER o ° a 2 AC ASPHALT CONCRETE 24. BROW DITCH I=� THESE GENERAL NOTES IN CASE OF CONFLICT. � ""`- a �, `�( BC BEGIN CURVE 15. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE BVC BEGIN VERTICAL CURVE 25. LIMIT OF WORK BOUNDARY c3 ` CL CENTERLINE CONTRACTOR'S RESPONSIBILITIES PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 7 DG DECOMPOSED GRANITE WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION a a -:© EC END CURVE 1. THE CONTRACTOR SHALL ENFORCE ALL SAFETY MEASURES, THE STANDARDS OF THE CITY OF ENCINITAS AND THE SAN I ( t EVC END VERTICAL CURVE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES AS DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY LEGEND / ". a h„ EX EXISTING APPROVED BY THE CITY ENGINEER, INCLUDING SHORING AND SHALL BE CHANGES OR REVISIONS THERE FROM SHALL BE APPROVED 6 FL FLOWLINE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR SHEET NO. --------------- © _ ""'' ..w IE INVERT ELEVATION FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. INSPECTION. = HDPE HIGH DENSITY POLYETHYLENE PIPE 16. THE SOILS REPORTS TITLED . LF LINEAR FEET 2. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 1. "LIMITED GEOTECHNICAL STUDY, SHEET BOUNDARY--------- LT LEFT PROPOSED STORM DRAIN LINE "A" & LINE "B", ENCINITAS DRAINAGE LOT LINE----------------- ^ G 100 200 300 RTC PORTLAND OO LINE ENT CONCRETE CONTINUO OF SY CONDITIONS BENLIM PROPERTY.RTOYNORMALRWORK WORKING IIHOURSALLDAPPLY IMPROVEMENTS, KEYSTONE PROPERTIES, ENCINITAS, CALIFORNIA", DATED NOVEMBER 7, 2005, AND REVISED APRIL 14, 2009 AND TC TOP OF CURB 2. "PUBLIC IMPROVEMENT PLANS FOR LONEJACK/STRATFORD KNOLL, PVI VERTICAL POINT OF INTERSECTION 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION INTERSECTION AND/OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY PI HORIZONTAL POINT OF IN GRADING AND DRAINAGE IMPROVEMENTS (PRELIMINARY), BY RICK ENGINEERING, GRAPHIC SCALE 1"= 100' CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH � UNDATED, PREPARED FOR MS. CHRISTY VILLA, DATED NOVEMBER 3, 2009 AND TP TOP OF PIPE 3. "GEOTECHNICAL REVIEW OF GRADING AND DRAINAGE IMPROVEMENT PLANS", ' APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A GENERAL NOTES (CON T) SHEET INDEX MAP OD OUTSIDE DIAMETER REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. DATED JANUARY 21, 2010 4. "GEOTECHNICAL REVIEW OF GRADING AND DRAINAGE IMPROVEMENT PLANS", 21. GRADING OF A D EQUIPMENT OPERATING WITHIN ONE-HALF CONSTRUCTION NOTES: A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE BY RICK ENGINEERING COMPANY, DATED MARCH 22, 2010. FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER, ALL FOUR REPORTS WERE PREPARED BY GEOPACIFICA GEOTECHNICAL SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 AS REQUIRED BY THE LAND SURVEYOR'S ACT. CONSULTANTS SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND O1 CONSTRUCT 48"HDPE PIPE ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS CITY RECOGNIZED HOLIDAYS. 2 EX HEADWALL TO REMAIN. PROTECT IN PLACE 4. THE LOCATION OF EXISTING BUILDINGS AS SHOWN ON THESE PLAN AND SPECIFICATIONS CONTAINED IN SAID REPORTS. O ARE APPROXIMATE. 22. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO O3 CONSTRUCT S RUCTURAL DETAIL SHEET 8) 5. THE CONTRACTOR IS RESPONSIBLE TO POTHOLE AND LOCATE ALL 17. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT GRADING. THE CONTRACTOR SHALL SUBMIT TO AND RECEIVE APPROVAL EXISTING SUB-SURFACE UTILITIES, PRIOR TO THE START OF DEMOLITION FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ® CONSTRUCT HEADWALL (SEE DETAIL SHEETS 9 & 10) OR CONSTRUCTION. ANY EXISTING UTILITIES THAT REQUIRE REMOVAL OR 18. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS ROUTE. THE CONTRACTOR SHALL COMPLY WITH ALL RELOCATION, SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY REQUIRED TO PROTECT ADJACENT PROPERTIES DURING CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY O5 SAWCUT AGENCY, PRIOR TO BEGINNING OF CONSTRUCTION. IF DURING POTHOLING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED IMPOSE WITH REGARDS TO THE HAULING OPERATION. OPERATIONS, THE CONTRACTOR DISCOVERS A POTENTIAL CONFLICT BETWEEN SHALL BE REPLACED OR REPAIRED TO CONDITION © REMOVE EXISTING AC PAVEMENT THE NEW STORM DRAIN AND AN UNDERGROUND UTILITY, THE CONTRACTOR EXISTING PRIOR TO GRADING. 23. UPON FINAL COMPLETION OF THE WORK UNDER THE 7 CONSTRUCT 4"PAVEMENT ON 6-CLASS II A.B. SH ALL IMMEDIATELY NOTIFY THE CITY. THE CONTRACTOR SHALL ALLOW GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL O STATEMENT OF ENGINEER OF WORK AMPLE TIME FOR THE CITY TO MAKE REVISIONS IN THE DESIGN TO AVOID 19. THE CONTRACTOR SHALL BE RESPONSIBLE THAT ANY AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED 8 CONSTRUCT 6-TYPE G DEPRESSED CURB AND GUTTER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE CONFLICTS PRIOR TO THE START OF STORM DRAIN INSTALLATION. MONUMENT OR BENCH MARK WHICH IS DISTURBED OR CERTIFICATION SHALL BE PROVIDED STATING: "THE O THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY GRADING UNDER PERMIT NO. ----------- HAS BEEN TRENCH & RECONSTRUCT DG TRAIL 6. THE CONTRACTOR SHALL REQUEST MARKOUT OF EXISTING UNDERGROUND A REGISTERED CIVIL ENGINEER OR A LICENSED LAND PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE (SEE DETAIL SHEET 2) AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER UTILITIES BY CALLING THE LISTED REGIONAL NOTIFICATION CENTER FOR SURVEYOR, TO THE SATISFACTION OF THE CITY ENGINEER. APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN AN INQUIRY IDENTIFICATION NUMBER, AT LEAST THREE (3) DAYS PRIOR AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED 10 CONSTRUCT MODIFIED A-5 C.O. DRAINAGE STRUCTURE ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY TO START OF ANY CONSTRUCTION. 20. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER PER SAN DIEGO AREA REGIONAL STD. DWG. D-9, THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, WHO CERTIFIES SUCH GRADING OPERATION. AND DETAIL SHEET 2 OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-422-4133 AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 11 INSTALL RIP RAP PER GEOTECHNICAL A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SHEET INDEX STANDARDS, LAWS AND REGULATIONS. ALL EXCAVATIONS RECOMMENDATIONS SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE 12 CONSTRUCT PCC PAVEMENT (SDG-113) DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR SHALL BE SHORED OR LAID BACK AT 1:1 SLOPE GRADIENT. O 1 TITLE SHEET DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO 2 NOTES & DETAILS OLIVENHAIN MUNICIPAL WATER DISTRICT FILL AREA SLOPE WITH 30"OR LESS SOIL COVER. INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, RICK ENGINEERING COMPANY 3-5 GRADING & DRAINAGE IMPROVEMENTS SOIL TO BE MIXED WITH 37 BY VOLUME OF CEMENT AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY 5620 FRIARS ROAD Q�oFESS/py 6 UTILITY IMPROVEMENTS POTABLE WATER SYSTEM APPROVAL 13 AND COMPACTED AS RECOMMENDED IN SOILS REPORTS. ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF SAN DIEGO, CA 92110 O ql 7 EROSION CONTROL (OMWD W.O. 561271) REMOVE AND RECONSTRUCT RETAINING WALL AND SLOPE THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE (619) 291-0707 hcQ� J Fc 8-11 STRUCTURAL PLANS Approved b 14 COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT FAX (619) 291-4165 12-22 LANDSCAPE PLANS PP �' O TO MATCH EXISTING AS REQUIRED FOR STORM DRAIN OF THE WORK PERFORMED BY THE ENGINEER. www.rickeng.com - z PIPE TRENCHING AND CONSTRUCTION. w m 15 AC GRIND AND OVERLAY d NO.51503 BASIS OF BEARINGS * aw.8i�1e * THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA ssl/?,pIO CONTRACTOR TO INSTALL CONSTRUCTION FENCE. - s�9T CIVIL ���� COORDINATE SYSTEM CCS83 ZONE 6, 1991.35 EPOCH, AND IS DETERMINED c1mg 16 1' OUTSIDE ENVIRONMENTALLY SENSTIVE AREA OR Z '� i7 F OF `CFO BY RTK G.P.S. MEASUREMENTS TAKEN ON FEBRUARY 15, 2005 AT STATION R.C. • DATE JOB NUMBER AS DIRECTED BY PROJECT BIOLOGIST. CA CLSB-012 AND STATION CLSB-006 PER RECORD OF SURVEY MAP NO. 17271. NOTE: Signature Expires 2 Years After Date W. GABR[ELSON R.C.E. NO. 51503 EXP. 06-30-10 DATE REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. AS- BUILT °1 A 2.5° DISK IN THE NORTHEAST CORNER OF PLANS PREPARED UNDER SUPERVISION OF RECOMM ED APP OVED PUBLIC IMPROVEMENT FOR: ' A VAULT K THE SOUTHWEST QUADRANT OF 5620 FRIARS ROAD /'� ///``` ' ,(/ yn •O,rO \___/� LONE V E JACK / S T R A T F 0 R D KNOLL 0045 - DI HORIZONTAL 1"=20' SAN DIEGO, CA 92110 �[ / CJ's v` DATE: r'Y LONE JACK ROAD AND DOUBLE LL RANCH � ��/ v ROAD IN SAN MARCOS. BY: BY: THE DISK IS STAMPED CLSB-012 LS 6215 AND 619.291.0707 S GRADING THE CARLSBAD CONTROL VERTICAL ENGINEE R.C.E. NO. BODAS, RC NO 22312 PETER COTA-ROBLES, RCE NO. 52176 AND D R A I N A G E IMPROVEMENTS IS PER RECORD OF SURVEY NUMBER 17271. (FAX)619.291.4165 ENGINEER�M L ���� ELEV-200.976 VERTICAL DATUM IS NGVD 29 C,/ EXP. �I DATE: S DATE: dF 9 SHEET 1 OF 122 WORK PROJECT NO. CMD 06E N,\14125\14725sc01,cyn \\srv_ncal\Rickstan°arcs\Bentley-2006\workspace\pr oje ct s\co,Dstcs2005-SD\Iplot\corpStds-2005-SD.Pen 28-APR-2010 09-06 i GRADING OLIVENHAIN MUNICIPAL WATER DISTRICT R/W 40' R/W R/W 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A GENERAL POTABLE WATER SYSTEM NOTES: 20- CL 2p' QUALIFIED SOILS ENGINEER OR UNDER HIS/HER GRADING PERMIT NOTE DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE 8' 12' 12' 8' GRADING PERMIT SHALL BE OBTAINED FROM THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS A BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN 41t 4't ENGRADIS ENGINEERING SERVICES DEPARTMENT FOR THIS WORK, AT NO COST ES THE CONTACTOR. SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS I EX DG TRAIL UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL EX DG TRAIL TRENCH AND REPAIR STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. TRENCH AND REPAIR AS NEEDED. DRAINAGE NOTE HIM/HER OR UNDER HIS/HER SUPERVISION AND THAT IN AS NEEDED. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER HIS/HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE 2% 2% T"1 STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE GRADING PLANS AND THAT ALL EMBANKMENTS AND PRE-CONSTRUCTION MEETING WITH THE DISTRICTS INSPECTOR. CONVEYED TO AN APPROVED DRAINAGE FACILITY. EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE EX IRRIGATION 17 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED TIME AND CONTRACTOR TO PROTECT IN PLACE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY Q� q NOTIFICATIONS PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE THE DISTRICT. PAVEMENT REPLACEMENT TO PROPOSED DUAL 48"HDPE �� EXISTING DRY UTILITIES 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. CONSIST OF 4 AC OVER STORM DRAIN TO BE RELOCATED BY OTHERS -0 PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE TO FINISHED WORK ON THE SITE AND SHALL TAKE 6 CLASS II BASE OR OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH-LINING PCC SCHEDULE "J"(SDG-113) KNOWLEDGE THERE ARE NO EXISTING GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A AS SHOWN PER PLAN BEST OF OUR KNO UTILITIES EXCEPT WL SHOWN ON THESE PLANS, HOWEVER: AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MONDAY OR FRIDAY. THE CONTRACTOR IS REQUIRED TO TAKE DUE 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EX 8"SEWER EX 8"WATER PRECAUTIONARY MEASURES TO PROTECT ANY FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE CONTRACTOR TO PROTECT IN PLACE CONTRACTOR TO LOWER PER PLAN. SEE SHEET 6. EXISTING UTILITIES OR STRUCTURES LOCATED AT STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND DISTRICT PRIOR TO CONSTRUCTION. PROVIDE 9 0MIN. SAND CUSHION. STRATFORD KNOLL (PRIVATE) THE WORK SITE. IT IS THE CONTRACTOR'S OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE SEE SHEET 6. RESPONSIBILITY TO CONTACT THE FOLLOWING CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. L SECTION - 40' R/W OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO TYPICAL CT SCALE TO ANY EXCAVATION, FOR VERIFICATION AND BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. LOCATION OF UTILITIES AND NOTIFICATION OF EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" COMMENCEMENT OF WORK: AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA"TO HAVE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE POSE D A. SEWERS - CARDIFF SANITATION SPREAD, WATER, AND COMPACT THE FILL IN STRICT MADE AT LEAST 48 HOURS IN ADVANCE B. GAS & ELECTRIC - SDG&E ACCORDANCE WITH SPECIFICATIONS. PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: DRAINA GE EASEMENT C. WATER - OLIVENHAIN MUNICIPAL WATER D. TELEPHONE - AT&T 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO 800-227-2600) PER DOC. N . E. CABLE TV - TIME WARNER FINISH GRADE TO PRODUCE SMOOTH SURFACES AND 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE EX DRAINAGE ESMNT 12 UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED PER DOC 1998-0596896, EX OPEN SPACE EASEMENT DIG ALERT 1-800-422-4133 AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND BEFORE ANY CONSTRUCTION BEGINS. AND MAP 12684 PER DOC 1998-0596885 2. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS r CALLS FOR INSPECTION. PHONE: (760) 633-2770. ROOTS, AND OTHER WASTE MATTER EXPOSED OR THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL ALL WORK PERFORMED WITHOUT BENEFIT OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT-OF-WAY. 1�pI I EX GROUND INSPECTION WILL BE SUBJECT TO REJECTION AND TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED Zs REMOVAL. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP DUAL 48 H q"DG TRAIL TO BE PLACED OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. STORM DRAIN OVER COMPACTED BACKFILL 3. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE 1' CLR. ALERT (USA) AT 1-800-422-4133 NOT LESS THAN 3 WORKING MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT DAYS PRIOR TO CONDUCTING ANY EXCAVATION WORK ON THIS DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS COUPLINGS WITH 4' MAXIMUM DEFLECTION PER COUPLING (2' PER JOINT). NO BENDING EX CHANNEL BEDDING MATERIALS PER PROJECT. THIS REQUIREMENT SHALL EXTEND TO EXCAVATION TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A (CURVING) OF PIPE SHALL BE PERMITTED. MANUFACTURER'S SPECIFICATIONS WORK WITHIN THE PUBLIC RIGHT-OF-WAY AND EXCAVATION NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY AND SOILS ENGINEER'S CONDUCTED ON PRIVATE PROPERTY. DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OFFS AT RECOMMENDATIONS BE SECURED FROM THE SOILS ENGINEER AND CITY ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED EROSION CONTROL MATERIAL. BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR 2' CLASS II BASE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT AT 6. ALL EXPORTED MATERIAL SHALL BE DISPOSED IN A LEGAL RELEASE IS BLOW-OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED 760-633-2778 24 HOURS A DAY. BY THE DISTRICT'S REPRESENTATIVE. ' DISPOSAL SITE. VARIES 5.5' VARIES 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED MADE AVAILABLE AT ALL TIMES DURING THE RAINY CARDIFF SANITATION DISTRICT 5-FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER "W"SHALL BE CHISELED IN TOP SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY OF EXISTING CURB OR IMPRINTED IN NEW 7' (TYP) MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 SEWER NOTES: CURB AT ALL WATER SERVICE CROSSINGS. DG TRAIL AT CONVENIENT LOCATIONS TO FACILITATE RAPID "ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATION CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS FOR PUBLIC WORKS CONSTRUCTION, 1979 SAN DIEGO STANDARD SPECIAL 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE NOT TO SCALE IMMINENT. PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS DISTRICT'S PRIOR WRITTEN CONSENT. MANHOLE AND 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE LOCKING DEVICE r LACE MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING AND THE FOLLOWING SPECIAL PROVISIONS." 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL PER M-4 GRADE GS INSPECTOR. OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON 1. TRENCH WIDTH SHALL BE PER SDRSD NO. UNLESS OTHERWISE SHOWN. CUSTOMER'S SIDE OF WATER METER. 8 VE T C L 48"HDPE PIPE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL S 12"O.C. 'A' AND LINE 'B' DEVICES TO WORKING ORDER TO THE SATISFACTION OF 2. PIPE AND BEDDING CONDITIONS 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING (A) ALL PIPE SHALL HAVE 4"MINIMUM OF 6%64 INCH CRUSHED ROCK BENEATH DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. RAINFALL. THE PIPE.5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO (6) SIX 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE CONTROL MEASURES A5 MAY BE REQUIRED BY THE CITY INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED TEE WHENEVER POSSIBLE. ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR AGGREGATE, NATIVE FREE-DRAINING GRANULAR MATERIAL HAVING A UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. SAND EQUIVALENT OF 30 OR BETTER. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 6Y64"CRUSHED ROCK. BY THE FIRE DISTRICT.NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ARE 1% OR GREATER. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT 354" HAZARDOUS CONDITION. 3. AFTER COMPLETION OF PIPE LYING, ALL MAIN LINE SEWERS, SEWER SERVICE REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. O.D. O.D. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE APPROVED GRADING PLAN SHALL BE INCORPORATED ENGINEER. AIR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE ° BY THE ENGINEER. USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) A 4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE PER SDRSD NO. S-17. PRE-CAST AND APPURTENANCES. 5, 1.0' HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8-INCH COLLECTOR DRAIN AWAY FROM THE FACE OF SLOPE AT THE SYSTEMS WITH INSPECTOR'S APPROVAL. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION CONCLUSION OF EACH WORK DAY. 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO • CONTRACTOR TO WORK IN BACKFILL AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT (NO VOIDS). 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN 5. THE CONSTRUCTION OF 4' INCH SEWER LATERAL PER SDRSD NO'S 5-13 AND S-14. EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE LATERALS SHALL NOT DISCHARGE INTO MANHOLE. TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. NOTE: SEE SAN DIEGO AREA REGIONAL STANDARD DRAWING D-9 FOR REINFORCING AND OTHER DETAIL. (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S-10, TYPE 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF A-5 STORM DRAIN CLEANOUT- TYPE A (MOD) PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE A. WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION REMOVED AFTER EACH RAINFALL. AND ELEVATION OF PIPES AND APPURTENANCES. NOT TO SCALE 10. SHOULD GERMINATION OF HYDRO-SEEDED SLOPES FAIL TO 7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42-INCH MINIMUM PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVER. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (i) YEAR AFTER THE PROVIDE TO NOVEMBER GRADED SLOPES SHALL DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO ACCORDANCE WITH SECTION D STRAW OF THE EROSION AND SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK. DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE SEDIMENT CONTROL HANDBOOK OF THE STATE OF ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. DUAL 48 4HPDE STORM DRAIN CALIFORNIA DEPARTMENT OF CONSERVATION. ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. (54"0.0.) 1.01 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS 1.01 CLR. 1.0' 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. ENVIRONMENTAL DATA 11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT 48 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 2:1 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. 2) MAXIMUM VERTICAL DEPTH OF CUT = 16't PROJECT. 3) MAXIMUM VERTICAL DEPTH OF FILL = 1.5' 12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A 4) AVERAGE DEPTH OF CUT = PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE 5) AVERAGE DEPTH OF FILL = OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY NOTE.- GREATER THAN 4 ' VERTICAL CUT '�' ► PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE REQUIRES SHORING YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT SEE SAN DIEGO EXCEPTED. -�. ° � ►. °' o: REGIONAL DWG SOS-111 FOR CONCRETE SPECIFICATIONS. 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF b 12'0 -� TRANSPORTATION FOR ANY EXCAVATION WITHIN EXISTING COUNTY RIGHTS- OF-WAY. 14. "AS BUILT"DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF CONCRETE CRADLE THE WORK. NOT TO SCALE 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. - REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY O E N C I N I TA S ENGINEERING DEPARTMENT DRAWING 0. REC REC RFC UILT w wiliS(� PLANS PREPARED UNDER SUPERVISIO OF RECOMMENDED APP PAVED PUBLIC IMPROVEMENT PLANS FOR: 0045 DI A 2.5' DISK IN THE NORTHEAST CORNER OF 5620 FRIARS ROAD A VAULT IN THE SOUTHWEST QUADRANT OF HORIZONTAL 1"=20' O - LONE JACK / S TR A TF O R D KNOLL LONE JACK ROAD AND DOUBLE LL RANCH SAN DIEGO, CA 92110 DATE: ROAD IN SAN MARCOS. BY: BY: THE DISK IS STAMPED CLSB-012 LS 6215 AND 619.291.0707 R.C.E. NO• 5 a 3 GRADING AND DRAINAGE IMPROVEMENTS IS PER THE CARLSBAD CONTROL VERTICAL 1"=4' ENGINEERING COMPANY LEROY BODAS, RC NO 22312 PETER COTA-ROBLES, RCE NO. 52176 g RECORD OF SURVEY NUMBER 17271. �FAX�619.291.4165 ENGINEER R ELEV-200.976 VERTICAL DATUM IS NGVD 29 ' EXP. 10 DATE: / DATE: S/G/� WORK PROJECT NO. CMD 06E SHEET 2 OF 22 O W\14]25\14Y25s 2.Jgn \\srv_nc.I\RlckSton ds\Bentley2006\workspace\projects\CorpStds_2005_SD\Iplot\CorpStds2005_SD.pen I i i i � I I � � I q I � � z � i � � I � I � e � � I i I I I c ? � I � ; � I I � � i I i � I I 1 1 � � i I ! i I i ; � I � I r I � z I I ; � I � I , , � i i ! � ! I � � � ! I I i I I ! i ! I i f I , � I i I ! I I � z I - — 1 � � i , I I I � I i ! I I 1 1 1 1 � � I � i 3 � : t I I I —, ___�­­�......- — '4........�. .......� —I'll, , i i i I I I I I . �." 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I I I I ­­­� - i . i + �' � , , � , ) i I � I I .......4........�­LLL t , I w w � I , 11 .......-4,I I'll, I ­11 - 1-1-111 111111�­...L I i ___ ____ -I-1, - "", L ' ­L­'L­­­t '"�_,_�..........- 1-11 . 11 IT11 1-1111 L.11.1.11. -...� 1.11.1111, 1.111,-i � >5 , i � i 4- 1 ­­]- 11 I 11111-,,,,,,To MATCH EXISTING GRADE AND F11 I -, ­11�'.11­111141......L L ­�­­_­ I I.......... � ". 11-111, ____ i i I � i � I � I i i I , ; I � � 1 1 ! &W I i I i i � I � i i ­ I t11111 I- -1- I t I � I v I q . I --" CONTRACTOR TO USE EXTREME CAUTION DUR114G � i I I i - 4­ , ­ - I I-i -, ­­ "I L L L 1.. .........� I.........I........ I, � -i I I � 'o I i I I I ! I i ­,"!..........f,L...... ­­­ .......I.........l­__ ­­,­­­11 I!-, I ­1 _­­'I'L---L ' * I I I I z I I I- i � I z 5 L I ,__­­­­­ 'L... L.L., ",,"J_­­-------­j­­---I I � ........[, " I I I I I !E,'� I'll. , ­1..... I 11 "I 11 111%il--,-_,"!.........i... .11 111-+-1-14.1111111- "."­J­� I i__-� z ... 111. - - __ -I--- ­ ­­­,­-- 11-­­­­� ----. ­111111111 1.111, -11- ­­­ 5 1 1 1 I � I � ­i­ ­_1 11111i"", 11 """". .. ..... . �� L...�­LLLL_­�­­­iL �_ �I 'i,,,, A". -,-- , 1-1-1-11-- - ­1 .11,11111.1 1-11, 111,1111, -....Z............. , � I � � cq I _­ - � � .1 ­­ ,""I'll I "I'll" 11.11,111, WETLANDS AND ENVIRONMENTALLY SENSITIVE AREAS. I I E I I � � . . w . I . I I I � � i i I r r , � � � i � I I i I i � i � I s i L ; I i 5 e I i I , t i ! I i I � I � z i REVEGETATION SITE WORK SPECIFICATIONS 10. PRODUCTS + MATERIALS (CONTINUED) 11. EXECUTION (CONTINUED) E. Quick Coupling Valves: IRRIGATION SPECIFICATIONS (CONTINUED) Quick coupling valves shall have a two—piece brass body designed for working pressure of 150 PSI, with Installation (Continued): qtuie Control Valves: General: ck coupler key and locking cover. Size and manuf. per plans. B. Piping Assembly: F 7. PROTECTION OF EXISTING PLANT MATERIAL F. Remo • Remote control valves shall be electrically operated, single seat, normally closed configuration, equipped with 1 . Install assemblies and pipe where shown diagrammatically on plans, using first class workmanship and A. All existing plant material to remain, which are within the revegetation area limits shall be tagged and identified flow control adjustment and capability for manual operation of reclaimed water. best standard practices as approved. All fittings that are necessary for proper connections such as by the Project Biologist for the Contractor prior to start of work. Contractor shall provide the required • See irrigation legend for manufacturer and model type. Valves shall be wired to controller in same numerical swing joints, offsets, and reducing bushings that are not indicated shall be installed as necessary and maintenance to assure plant materials are protected during construction. All native vegetation outside of the sequence as indicated on plans. directed as part of the work. revegetation area limits shall be protected—in—place. G. Valve Boxes: 2. Do not install multiple assemblies on plastic lines. Provide each assembly with its own outlet. B. All existing plant material shall be protected at all times from damage by workers and equipment. All minor All valve boxes shall be marked RCV , "BV", "QC", or PB respectively. Remote control valves shall be 3. Dielectric unions shall be used in any connections of dissimilar metals. >� damages to existing plant materials shall be repaired at the Contractor's expense. marked with station numbers embossed on the valve cover with a brass tag. (RCV boxes shall have locking • Handling PVC Pipe and Fittings: Exercise care in handling, loading, unloading and storing of PVC pipe C. Damage to a tree or shrub, which results in death or permanent disfiguration, shall result in the Contractors covers.) Other boxes such as pull boxes, etc., shall be marked with appropriate identification. and fittings. Transport all PVC pipe in a vehicle which allows the length of pipe to lie flat so as not complete removal of said tree or shrub, including roots, from the site. The Contractor shall replace the plant J. Control Wiring: to be subject to undue bending or concentrated external load at an point. An section of pipe that P 9 P P J 9 Y P Y P�P material as established by the District and Project Biologist with one of equal value at his own expense The • Common wires shall be white. Install in accordance with valve manufacturers specifications and wire chart. has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. District and Project Biologist shall be the sole judge of the replacement of any plant material. In no case shall wire size be less than 14 gauge. PLANTING SPECIFICATIONS 8. POINTS OF CONNECTION • Where more than 1 wire is placed tape he wiring together at intervals of 10 feet. • Provide an expansion curl within 3 ft. of each wire connection of sufficient length at each splice connection 1. SCOPE OF WORK A. The Contractor shall establish the existing point of connection at the location of the existing irrigation point of at each electrical control, so that in case of repair, the valve bonnet may be repaired without disconnecting connection/water meter, and as indicated on the plans. the control wires. Lay control wires loosely on grade without stress or stretching or control wire connectors. The work includes all labor, transportation, materials, tools, equipment, facilities, and services necessary for and B. The Contractor shall be responsible to coordinate the water service hook—up at the existing Point of • Make all splices with water—proof "Scotch—Lok" connector sealing packs, "Rainbird Snap—Tite" wire connectors, incidental to performing all operations in connection with site/soil preparation, planting and hydroseeding of all Connection. The Contractor is required to pay any fees in relation to the water service hook—up. or approved equal. Use one splice per connector sealing pack. revegetation areas as shown on these plans and specifications as Indicated herein, and to the satifaction of the C. Any necessary electrical power supply connections shall be made by a licensed Electrical Contractor, per • Field splices between the automatic controller and electrical control valves will not be allowed without prior District. governing codes. approval of the Landscape Architect/Project Biologist. All splices shall be housed in a circular valve box. 2. DEFINITIONS K. Controller Unit: 9. SITE OBSERVATIONS BY CITY'S REPRESENTATIVE • Controller shall be a battery operated controller Hunter SVC or approved equal, as indicated and specified on A. Plant names indicated in plant palettes conform to Hickman, J.C., 1993. "The Jepson Manual: Higher Plants of A. Contractor shall request site observations at least 48 hours in advance of all required reviews of the Project the drawings. Californi a". Alternate references are included from Beauchamp, R.M., 1986. "A Flora of San Diego County". Biologist and City's representative. • Provide wiring to remote control valves per manufacturer's recommended wire run requirements. "Native" and "non—native" species will be identified from these two sources. B. In the event the Contractor calls for a site visit without reference drawings, without completing previously noted • A rain sensor, "Rainguard" or approved equal, shall also be provided and installed on the controller, per 3. SUBMITTALS corrections, or without preparing the irrigation system, if any, for said visit, he shall be responsible for manufacturers recommendations. P P 9 9 Y Y P Final location and orientation of the controller shall be approved by the project biologist. A. Approval of any item, alternate, or substitute indicates only that the product or products apparently meet the reimbursing the District and Project Biologist at his current billing rates per hour, portal to portal (plus L. Control Valve Boxes: requirements of the drawings and specifications on the basis of the information or samples submitted. transportation costs), for inconvenience. No further site visits will be scheduled until this charge has been paid Use 10 x 10-1/4 round box for all gate valves, Carson Industries with bolt down cover, or approved B. Contractor shall order plants/verify availability from a native plant nursery within thirty (30) days of contract and received. equal. award. Contractor shall submit evidence of a the plant order to the City. The source of all propagules and/or Use 12 x 16 x 25 C. Project review for irrigation installation by the District and Project Biologist shall be scheduled for the following Carson Industries seed shall have originated from coastal San Diego County. operations: rectangular box for all remote control valves, with bolt down cover, C. Contractor shall purchase, take delivery and install all nurse rown container plant material for the sole • Layout of all Main Line and Lateral Line. or approved equal. p ry nursery—grown p • Completion of layout if deviations occur from the original tanned layout. M. Incidental Materials and Equipment: purpose of this project. P y p Y Contractor shall provide the following items to the City: D. Contractor shall arrange for all seed material to be reserved and/or purchased for the sole purpose of this • Main Line Pressure Testing: At completion of installation, during testing, and prior to backfilling. 1 . A hard cover three ring binder containing: project. • Adjustment and Coverage Test: Adjust and test all installed irrigation systems prior to commencement of 1 .1 . Index sheet stating Contractor's name, company name, Contractor's State of California license E. Contractor shall submit copies of seed supplier acknowledgment/order verification, within thirty (30) days of planting operations. number, telephone number, list of all irrigation equipment and the name, telephone number, and contract award. • Pre—Maintenance Observation: Entire irrigation system shall be completely installed and operational. This addresses of each manufacturer's local representative. F. Contractor shall submit to the City a list of seed to be provided with anticipated quantities of each included. observation shall be coordinated with the pre—maintenance observation of the planting installation. 1 .2. Complete operating and maintenance instructions for each irrigation component. G. Samples: Project Biologist reserves the right to take and analyze samples of Contractor supplied materials at • A written "punch—list" indicating all items to be corrected and the beginning date of the maintenance period 1 .3. Copy of the One year guarantee statement (Section 16.8) any time for conformity to specifications. will be sent to the Contractor. This is not final acceptance and does not relieve the Contractor from any of e Two control valve keys • Contractor shall furnish seed samples upon request. Samples of one half pound of each species or seed the responsibilities in the contract • Two wrenches for removing each different type of sprinkler head mix may be requested by Project Biologist, to be drawn at time of delivery to the mitigation site. C. Project review: • Two quick coupler keys. The keys and hose ells shall be of the same manufacturer as the coupling valve • Contractor shall submit all seed bag certification tags and a signed certificate from the installer listing • Final Site Observation and Acceptance: At the conclusion of the maintenance period (120 days), a final site Four keys for opening and locking each automatic controller and enclosure. quantities and type of materials used in seeding installation. Certification list shall include seed type (genus observation will be conducted. The Contractor shall show evidence that the District has received all charts, 11. EXECUTION and species), quantity (weight), analysis, supplier name, geographic location of seed collection, seed purity records, drawings, and extra equipment as required before final site observation and operate each irrigation percentage, seed germination percentage, and date seed was collected and tested. Copies of inspection system in its entirety for the Project Biologist at time of final observation. Any items deemed not Inspection of Site Conditions: certificate s, required by law, shall be furnished to the Landscape Architect/Project Biologist without charge. acceptable by the District and Project Biologist shall be re—worked to the complete satisfaction of the District A. All scaled plan dimensions are approximate. Check and verify all size dimensions, system design pressures, flow . At least one specimen of each species of plant materials provided c the site shall be labeled with legible and Project Biologist. requirements as shown on plans. P P P P 9 • The Contractor shall show all corrections made from the punch—list. Any items deemed not acceptable shall B. Exercise extreme care in excavating and working near existing utilities. Contractor will be responsible for water—proof ink indicating the correct botanical name of the plant. Labeled samples shall remain on site and shall be maintained by Contractor for identification during planting. Labeled plants shall be incorporated be reworked during the maintenance period, The Contractor will be notified in writing that the contract work damages to utilities which are caused by his/her operations or neglect. into the work at the end of the project. and maintenance period has been accepted or that the maintenance period has been extended to correct any C. Coordinate installation of all irrigation materials including pipe, so there shall be no interferences with utilities or H. Rejection and Substitution: Once accepted by the Contractor, all plants not conforming to contract requirements deficiencies remaining. Final acceptance shall establish the beginning date for the guarantee period. other construction, or difficulty In planting shrubs, trees, or ground covers. shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be D. When observations have been conducted by other than the District and Project Biologist, show evidence in writing D. Carefully check all grades to be sure that installation may safely proceed before starting work on the sprinkler immediate) removed from the site of the work and re laced with acce table )ant materials at the Contractor's of when and by whom these observations were made. irrigation system. Y P P P E. Site observation of the work shall not relieve the Contractor of the obligation to fulfill all conditions of the Preparation: expense. All plants shall be of the species, variety, size, age, flower color, and condition as specified herein, or contract, nor requirements of the local jurisdictions. A. All existing weeds and debris are to be completely removed and removal work approved by the Project Biologist as Indicated on the drawings. Under no conditions will there be any substitution of plant variety, or reduced prior to installing system. sizes for those listed on the accompanying drawings, except with the expressed written consent of the Project 10. PRODUCTS + MATERIALS B. Physical Layout: Biologist. All products and materials shall be of standard, approved and first grade quality and shall be new and in perfect • Prior to installation, stake out all pressure supply lines, routing and location of sprinkler heads. 4. DELIVERY, STORAGE, AND HANDLING condition when installed and accepted. e Have layout approved by Project Biologist prior to installation. A. Special Handling: Contractor shall be responsible for providing seed that has been pre—treated by known A. Brass Pipe and Fittings: B. Water Supply: methods for appropriate species of plant seed as defined in Emery, Dora E. 1988. "Seed Propagation of • Brass pipe shall be IPS standard weight 125 LB 85 percent co per and 15 percent zinc, trade designation • Connect sprinkler irrigation system to water supply at point of connection indicated on plans. seamless red brass pipe conforming o the req Native California Plants . Santa Barbara Botanic Garden, Santa Barbara, California. uirements of AS M B43-91 . Brass pipe fittings and • Contact the City of Leucadia Municipal Water District Prior to system activation. , connections shall be Standard 125 LB class 85 percent red brass fittings and connections. • Make connections at approximate locations shown on plans. Contractor will be responsible for minor changes B. Packing and Shipping: Seed shall be delivered in unopened manufacturers standard containers bearing original B. Plastic Pipe and Fittings: caused by actual field conditions. certification labels showing seed type (genus and species), quantity (weight), analysis, name of supplier, • All pipe shall be free of blisters, internal striations, cracks, or any other defects or imperfections. The pipe C. Control Wire Supply: percentage seed purity, percentage seed germination, and date seed was tested. shall be continuously and permanently marked with the following information: manufacturer's name or trade e Make control wire connections for automatic controller at point of connection of wire stub—outs as indicated. a. All seed shall be labeled according to state and federal law. Seed supplier shall certify to Project Biologist, mark, size, class and type of pipe, pressure rating, quality control identifications and date of extrusion. e Make connections at approximate locations as shown on plans. Contractor shall be responsible for minor in writing, location and date of seed collection. • All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable IPS changes caused by actual site conditions. b. During delivery, Contractor shall protect plants from vandalism, wind, heat, and other conditions that damage schedule and NSF seal of approval. Installation: or impair viability of plants. Contractor shall store plants in a cool, dry place. For prolonged storage on • Pressure main line piping for sizes 1 -1/4 and smaller: PVC Schedule 40 with solvent welded joints. 142" A. Staking: site, a temporary shade cloth structure may be required. and larger shall be PVC Class 315 with solvent welded Joints. • Provide for staking of all above ground heads and pipe with rebar stakes as shown on details. c. Contractor shall furnish a copies of delivery reciepts for plant material stating nursery source, quantity and • PVC Plastic Pipe and Fittings: PVC pipe for use with solvent welded threaded fittings shall be manufactured • Assemblies: material type (container size, genus, and species). Copies shall be submitted to the City and Project polyvinyl chloride PVC 1120 (Type I, Grade 1) conforming to ASTM D 1785, Sch. 40. Fittings shall be PVC 1 . Routing of irrigation lateral lines shall be field adjusted by Contractor to provide coverage to all planting Biologist for approval prior to commencement of planting. 1120, (Type I, Grade 1) conforming to ASTM D 2246, Sch. 40. areas. C. Storage: Store seed in a cool, dry place. Contractor shall protect all seed and container plants from C. Pipe Connection Materials: 2. Layout to be approved by the City and Landscape Architect/Project Biologist. vandalism, wind, heat, and other conditions that damage or impair seed and plant viability. • Threaded Connections: Teflon tape or approved equivalent, UL listed. 3. Install all assemblies in accordance with San Diego Regional Standard Drawings. In absence of details a. During storage, Contractor shall protect plants from vandalism, wind, heat, and other conditions that damage () • Solvent Weld Connections: Primer and adhesive solvent shall be type as recommended by manufacturer of or specifications pertaining to specific items required to complete work, perform such work in or impair viability of plants. Keep plants in a cool, dry place, and/or shade if deemed appropriate. pipe and fittings. All cans of solvents and primers shall have labels intact and shall be stamped with the accordance with best standard Irrigation practice, with prior approval of the City and Landscape b. Plants shall be stored on site for no longer than 2 weeks (14 consecutive calendar days). Plants stored on Z date and manufacturer. No cans dated over two years old will be permitted. Architect/Project Biologist. site longer than two weeks will be considered defective and shall be replaced, in kind, quantity, and size, by D. Zone Isolation Valves: p p • Thoroughly clean PVC pipe and fittings of dirt, dust and moisture before installation. Installation and solvent a F the Contractor at Contractor's expense. • PVC ball valve with ABS handle, size per tans. NNOSCgp E. Quick Coupling Valves: 9 Y pipe 9 S� """� 99 welding methods shall be as recommended b the i e and fitting manufacturer. • Quick coupling valves shall have a two—piece brass body designed for working pressure of 150 PSI, with • On PVC to metal connections, work the metal connections first. Use teflon tape or approved equal on all quick coupler key and locking cover. Size and manuf. per plans. threaded connections. Where connections are required, use adapters into which the pipe may be welded. In ST Dare 0�\F 9rE OF CND\F�� S - 3 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHECKED BY JLM SFF JLM APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. Q It--f . tl BENCHMARK: ___— DUDEK PLANS PREPARED UNDER SUPERVISION OF RECOMME APPR E REVEGETATION SPECIFICATIONS FOR: DESCRIPTION: ---- HORIZONTAL {D BY: �______ BY, LONE JACK RD. /STRATFORD KNOLL ���l%LOCATION: DATE: 14 VERTICAL 605 Third Street Encinitas, CA 92024 JOHN LUMSDEN MINCHIN R.L.A. N0. 2225 LEROY BODAS, R NQ. 22312 PETER COTA—ROBLES, RCE N0. 52176 GRADING AND DRAINAGE IMPROVEMENTS ELEVATION: ---- DATUM: SO COUNTY 760.942.5147 Fax 760.942.9976 LANDSCAPE ARCHITECT EXP. 12/31/11 DATE: /� DATE:T Q SHEET 21 OF 22 P:\300.Environmental\5942 Lone Jack Rd Rick Eng\Reveg. CD's\ConsiructionDocuments\5942 SI-3.dwg WORK PROJECT NO. CMD06E REVEGETATION SITE WORK SPECIFICATIONS s. EXECUTION PLANTING SPECIFICATIONS (Continued) A. The following section defines work tasks and indicates a sequence of work execution that Contractor shall 8. EXECUTION (CONT.) adhere to without modification, unless prior approval by the City and Landscape Architect/Project Biologist I. Maintenance (Continued): 5. WARRANTY AND REPLACEMENTS has been granted. Planting maintenance operations shall begin immediately after all plant and seed materials are installed per B. A minimum of one grow—kill cycles (approximately 25 days per cycle) shall be implemented following the approval of the Project Biologist and the District. Plant material shall be kept in a healthy, optimum A. Contractor shall warranty all plant material to remain healthy and vigorously growing for one year from the date PP t 9 installation of irrigation system and prior to plant installation. Grow—kill cycles shall consist of the growing condition. Plans shall not be pruned or fertilized during he Plant Establishment Period. Pesticides of final acceptance of project by the Project Biologist. All initial dead plants shall be replaced prior to the end scheduled operation of the irrigation system to stimulate germination of existing non—native seeds. Herbicide g g p g of the 120—day ant establishment period. p• g Y g and herbicides shall not be used in planting areas during the maintenance period unless approved and/or Y P P shall be applied to treat geminating seedlings to exhaust the existing weed seed bank. Additional grow—kill directed b the Client and Landscape Architect/Project Biologist. B. Where plants show signs of failure to grow at any time during the life of the contract, including the specified cycles may be recommended by the Project Biologist based on viability of the existing weed seed bank. Y p 0 maintenance period, and where plants are so injured, damaged, dead or diseased as to render them unsuitable . All existing weeds and debris are to be completely removed prior to implementing grow—kill cycles. Weedy, non—native species, as defined by the District and Project Biologist, may invade planting areas and for the intended purpose, Contractor shall replace plant materials at a 1 :1 ratio, i.e., (1 ) new plant for each (1 ) C. Amending Site Soils: Specified soil amendments for the reve etatlon areas shall be conducted prior to become a problem before or during the establishment of native plant associations. Throughout the plant removed within thirty (30) days of receipt of written notice by Biologist and at no additional cost to the installation of irrigation cycles and impplementation of grow—kill cycles and include: maintenance period, these species should be hand removed as soon as they begin to invade and before they City. All existing weeds and debris are to be completely removed and removal work approved b the Project become too large for hand extraction. C. Plants used for replacement shall be the same kind and size as specified in the original plant list. Replacement Biologist prior to amending site soils. P Y PP Y Project damage caused by the Contractor during the landscape operations, as a result of malfunction of installed plants shall be furnished, planted, and fertilized as originally specified, without cost to the City. • The Soil shall be rototilled to a depth of 6 . If the soil is too dense for a rototiller, the soil should work during the Guarantee Period, shall be repaired at Contractors expense. LA first be broken u into large a re ates using a soil ripper. Soil amendments shall be even) spread over Maintenance of plant material shall include proper irrigation, control of weeds and exotic species, and control D. The Contractor's warranty period may be extended in cases where plants are slow to establish. If Contractor P g g g g pp Y p of plant diseases and animal pests (e.g., gophers, etc.). fails to replace plants within the thirty 30 day time limit, the City may replace them at Contractors expense the designated planting areas and shall be thoroughly incorporated to a uniform depth of six (6) inches P P Y ( ) Y Y Y P p by rototillin a minimum of two passes, the second pass perpendicular to the first pass. Spread and • Pro1'ect maintenance shall include all repairs to the imal pests /mitigation area caused by human activities five (5) days after written notice to Contractor. and the re air of lama e to lantin s caused b animal ests. "Acts the topsoil as needed to bring planting areas to grade. Soil amendments are listed 1n Section 11 . P 9 P 9 Y P E. Contractor shall not be held responsible for failures due to neglect by the City, vandalism, and Acts of Nature PRODUCTS. All costs for additional amendments shall be considered an extra to the contract. 9, PLANT ESTABLISHMENT PERIOD (120-DAY) during warranty period. Such conditions which exempt Contractor from the warranty shall be documented in D. Planting: writing by Contractor and delivered to Project Biologist and the City within one (1 ) week of occurrence for • The layout of locations for plant materials shall be flagged in the field and approved by the Project A. Establishment: Completion of all specified work, with acceptance and written approval from Project Biologist approval. Biologist prior to plant installation. All container plants shall, if necessary, be re—located as directed as establishes beginning of the Plant Establishment Period. The period shall extend for no less than one hundred part of contract. twenty (120) continuous calendar days. Contractor shall perform all maintenance services described herein 6. SITE CONDITIONS • Plants shall not be allowed to dry out before or during installation. Contractor shall keep exposed roots (Item #12, above) for the duration of the Plant Establishment Period. A. Prior to excavation of planting its or placing of plant materials, the Contractor shall locate all existing moist by means of wet saw dust, peat moss, or burlap at all times during planting operations. Roots • Thirt 30 days prior to conclusion of the Plant Establishment Period, the miti ation site shall be ins ected P 9P� P 9 P 9 y ( ) Y P underground utility lines and irrigation lines and take proper precautions to avoid damage to such improvements. shall not be exposed to air except when being placed 1n ground. Wilted plants, improperly located or by Contractor, City, and Project Biologist. Any plant material deemed to be defective will be subject 0 In the event of a conflict between such lines and plant locations, notify the City who shall arrange for the installed, whether in place or not, shall not be accepted and shall be replaced at the Contractors conditions defined in "Warranty and Replacements." Final acceptance will occur at successful conclusion of relocation of one or the other. The Contractor assumes responsibility for expenses incurred for all repairs of expense. Contractor shall be responible for watering all container plants on site while being stored prior Plant Establishment Period and will begin warranty period. damage to utility lines resulting and existing irrigation lines from inadequate precautions by Contractor. to planting. • The Plant Establishment Period shall be extended when, in the opinion of the City and Project Biologist, B. Actual planting shall be performed during those periods when weather and soil conditions are suitable in No area shall be planted where weeds and/or exotic species are present or there is evidence that a improper maintenance and/or possible poor or unhealthy condition of planted materials are evident at the accordance with locally accepted horticultural practice, and or as approved by Project Biologist. Hand seeding weed crop will germinate. termination of the scheduled Plant Establishment Period. Contractor shall be responsible for additional All excavated holes shall have vertical sides with roughened surfaces and shall be twice the size of the maintenance of mitigation sites at no charge until all of the work is completed and acceptable to Project shall be conducted when wind and temperature are norma for season in which work is done. In cases of root ball. Holes shall be, in all cases, large enough to permit handling and planting without injury or g ( ) g p p j unseasonable weather, work shall be delayed until weather returns to normal. breakage of root balls or roots. After holes have been dug, the are to be filled with water and allowed Biologist and City. C. Contractor shall remove from each mitigation site all rock and other debris accumulated during he duration of g g Y B. Maintenance Services: Contractor shall maintain all plants in a vigorous and thriving condition by irrigating, the project and shall dispose of material at Count landfill or a site approved b the Project Biolo Biologist. to drain. g g, and by any other necessary operations during the entire period of installation, Plant P 1 P Y PP Y 1 9 Excess soil generated from the planting holes shall be spread on the site as directed by the City and weeding, cultivating, Period, and until final acceptance and approval by the City and Project Biologist. Improper 7. PRODUCTS Landscape Architect/Project Biologist. Rocks and debris generated from the planting holes shall be maintenance, which may cause poor condition of planted material at termination of the scheduled contract A. Seed Sources: Native seed obtained for the project shall have originated from coastal San Diego County removed from the site. period, will cause postponement of final acceptance of work. locations. Any special seed collection required shall be conducted by a supplier possessing staff experienced in Contractor shall protect in—place all existing native plant materials outside of the limits of work and/or • Contractor shall conduct weed removal activities in revegetation areas on a continual basis following plant native seed collection. Seed may be purchased from S&S Seed Company, Carpinteria, CA (805) 684-0436, or as otherwise directed. installat ion. "Plant installation" includes installation of container plants and seeding. "Weed removal" Albri ht Seed Com an , Camarillo, CA 805 484-0551 , or an approved equal. Plants shall be installed at approved locations with specified existing on site soil. The plants shall be includes the removal of weeds, their root system, and removal from the site. 9 P Y ( ) PP q, placed in the planting pits on the backfill soil which has been hand tamped only. Fill plant pits with • The Contractor shall be responsible for keeping all areas within the conservation area free of target exotic B. Plant Sources: Plants shall be contract grown by the Contractor at a native plant nursery. Commercial native water and allow to completely drain prior to the placement of the plants. After setting the plants, the species during the maintenance period, as indicated herein, on the plans, and contract documents. plants shall be grown by a nursery possessing a valid California Nursery License and a staff experienced with remaining backfill materials shall be carefully tamped and water settled around each rootball to fill all • The Contractor shall review the site for exotic species and exotic species resprouts on a monthly basis for propagation of native species. Plants may be purchased from Tree of Life Nursery, San Juan Capistrano, CA voids. Plantings will receive no fertilizers other than amendments as specified herein and/or as the duration of the 120—day warranty and maintenance period (minimum). Any exotics or weeds that have (714) 728-0685; El Nativo Growers, Inc., Azusa, CA (818) 969-8449, or an approved equal. recommended by soils analysis. germinated or resprouted shall be treated and removed from the site each month (minimum) as specified C. Container Plant Backfill Mix: Planting backfill shall consist of 100% loose friable native soil with all trash, debris, 0 Each container or salvaged plant shall be placed in the center of the hole and shall be set plumb and f�erein. rocks and clods over 1 " diameter removed. Native soil shall be used to backfill all excavated plant pits in the held rigidly in position until the backfill soil has been tamped and water settled around each root ball. • Contractor shall be responsible for immediately controlling any insect infestations and diseases that may installation of containerized plant materials. Planting fertilizer shall be 2 21 ram a riform 20-10-5 All plants shall be set at such a level that after settling they bear the same relationship to the p g p t d areas. p g ( ) g g ( ) spread throughout Ian e planting tablets, or approved equal. surrounding finish grade as they bore to the soil line grade in the container (approx. 1 above finish • Contractor shall be responsible for monitoring and control of herbivory of plants and shall inform the City D. Organic Soil Amendment shall be mature, stable, weed free, and produced by aerobic decomposition of organic grade at time of Plantin ). — and Landscape Architect/Project Biologist within 24 hours of discovery, who shall then prescribe remedial matter. Compost feedstock may include, but is not limited to: agricultural, food or industrial residuals; Class A • Immediately after installation, Contractor shall water in by hose or irrigation, each plant until soil around action. Any remedial action such as fencing and/or protective cages, shall be provided. biosolids as defined in the EPA CFR Title 40, Part 503; and trimmings, or source—separated municipal solid roots is moist from bottom of hole to finish grade. I y g p p Leaf and branch drop shall be retained in pace unless specifically designated for removal. waste. The product must not contain any visible refuse or other physical contaminants, substances toxic to • Install weed—free bark mulch layer to a uniform 3 depth, in an 18 diameter area around base of each o Contractor shall remove and dispose off site all weeds, exotic plants and non—organic debris. Removal of )ants, or over 5% sand, silt, clay or rock material b d weight. The product shall possess no objectionable container. trash and litter shall continue on a regular basis during the Plant Establishment Period. Organic debris P Y Y dry 9 P P 1 9 9 9 odors. The product must meet all applicable USEPA CFR, Title 40, Part 503 Standards for Class A biosolids. • Throughout the Plant Establishment Period, Contractor shall provide adequate irrigation to each container resultin from weed/exotic plant removal shall be removed from the site(s) and disposed of at County The moisture level shall be such that no visible water or dust is produced when handling the material. plant using the above ground irrigation system, and as directed by the District and Project Biologist. landfill to avoid further introduction of undesirable exotic seed and propagules. E. Plant Materials: Plants shall be furnished in species, quantities, and sizes, and at spacing shown on the plan, E. Seed Installation: Seed application must occur between Oct. through Feb., or as otherwise directed by the • Contractor shall monitor for erosion within the revegetation site and shall prohibit gullies, rills and sheet District and Project Biologist. Seed shall be installed using machine hydroseed methods as indicated on the erosion, bare soil areas and silt deposition from occurring. Erosion control shall emphasize prevention. If as symbolized and/or described in plant palette, and in the specifications herein. P 9 P P plans. required, repair of eroded areas may include redirection or dissipation of the water source and recontourin • Quality and size of all plants shall conform to the California Standard Grading Code of Nursery Stock and Contractor shall protect in place all existing native plant materials adjacent to the limits of work and q p Y p g shall be No. 1 grade. Caliper, height, and spread shall be average for each listed species. They shall be newt planted material. Contractor shall be responsible for all costs associated with the replacement of of soil, followed by seeding, mulching, and Planting as directed by the Biologist. The plant palette for Y P P P areas needing re—seeding or re lacement of plants shall conform with the original lant and seed species symmetrical, healthy, vigorous, of normal growth, free from disease, insects, insect eggs and larvae. All plants 9 9 P P P P damaged existing native plant material (at a 5:1 replacement ratio) or newly planted material at a 1 :1 and quantities. Invasive/exotic species are prohibited for use as erosion control. shall have healthy, normal root systems that consolidate potting soil into a firm rootball throughout the entire replacement ratio. q p P • Contractor shall be responsible for the maintenance of all erosion control measures. Contractor shall install container. Plants shall not be pruned prior to delivery. p • All plant material will be subject to inspection and approval by Contractor, District and Project Biologist at Prior to seed application, soil surface shall be tilled and/or hand raked to create crevices 1n which seed additional erosion control measures as prescribed by the City, or Project Biologist after evaluation of the time of delivery to project site. will collect. erosion problems, on a case—by—case basis. ry P ro 1 • No area located within a rvegetation area shall be seeded where weeds are present or there is evidence • Container stock shall have grown in containers for at least 9 months, but not over twelve (12) months. that a weed crop will germinate. All weeds shall be removed prior to seeding, as specified herein. 10. PERFORMANCE STANDARDS DURING PLANT ESTABLISHMENT PERIOD Samples shall be inspected to ensure that no root bound conditions prevail and that no container plants that Any concentrated development of weed growth appearing in the seed mix planting areas during the Plant A. Container Plantings: All container plantings will be inspected by the Project Biologist at 30, 60, 90 and 120 have cracked or broken balls of earth, when taken from containers. Plants shall be subject to inspection Establishment Period shall be removed on a monthly basis. The Contractor shall remove such days after planting. Contractor shall immediately replace all dead, damaged, or diseased plants in—kind and and approval or rejection at the project site at any time before or during progress of work, for size, variety, concentrations of weeds by hand. at a 1 :1 replacement ratio, to achieve 100% survival at the end of 120 days. condition, latent defects, and injuries. Rejected plants shall be removed from the project site immediately. Seed mix shall consist of a mixture of seed and slurry components (as indicated in plant legend). • Identify plant species or varieties correctly on legible, weatherproof labels attached securely to plant before F. Clean Up: As pro1'ect progresses, Contractor shall neatly maintain all areas and remove unsightly trash and B. Seeded Areas: All seeded areas will be inspected by Landscape Architect/ProJJ'ect Biologist 120 days after delivery to job site (At least one label shall be provided for each species delivered). unsi htly debris. After completion, Contractor shall remove all debris and empty containers. seeding. Contractor shall re—seed all seeded areas that have not reached 20% germination cover. E. Seed Materials: Contractor to furnish seed and hydroseed slurry mix as specified herein and as shown on the G. Sofe�y: Contractor shall be responsible for obtaining the necessary permission and for following required Contractor shall re—seed all bare areas greater than 100 square feet. plans. Seed of each species shall be furnished in quantity and quality (meeting specified minimum percentages safety regulations when working within or adjacent to public rights—of—way and/or private property. The C. No planting area will be approved that supports more than 10% absolute coverage of non—native weed Contractor assumes all responsibility for the actions of his employees or representatives as the pertain to a species. of purity and germination) as shown on the plans. For each seed type not conforming to specified percentage P Y Y P Y p D. Contractor shall keep exotic plant growth controlled and suppressed to acceptable levels throughout the of seed writ and germination, each corresponding seed application rate Lbs. acre will be adjusted b the violation of any applicable City, County, State, or Federal statute. P P 9 PP P 9 purity g P 9 pP ( / ) 1 Y H. As—Built Conditions: Within four (4) weeks of work completion and acceptance of site preparation and conservation area. Resprouts or seedlings of exotic species shall not be allowed to obtain a height of more District and Project Biologist, using current test results. Increased seed quantities for this purpose shall be than four feet (4') before being retreated or removed. planting by the City and Project Biologist, Contractor shall furnish and submit to District one (1 ) full scale, furnished by Contractor at Contractor's cost. E. Contractor shall schedule and perform month) maintenance