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6813 A. GENERAL PRO JECT FOR THE IMPROVEMENT F 1. ALL WORK SHALL DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (2006 ED IN N), HE DESIGN Cp STANDARDS OF HE CITY OF ENCINITAS AND THEREFROM SMALL BE APPROVED HE CITY ANY R FOR IN SPECCTION.VISPONS B ONITA R 2. THE SOIL REPORT TITLED " R PREPARED NI BY DATED E A S E T p�I THE B OTA OR DRAIN EXIST. R/W ................ P A P SHALL BE GpNSiDEREO AS A PART OF HIS IMPROVEMENT PLAN. EXIST. C.L . ............................ . .............:................. _N U ALL ORT DING SHALL BE N IN AGG AN E HE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID. i I i �� E Y Ur 1 EXIST. SIGNS . C 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 1 ! 1 1 EXIST. CONTOUR .............. ........... ........ .. 1 � � i j � EXIST. WATER MAIN .............. 1 = 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED 7p PROTECT ADJACENT PROPERTIES DURING I SCALE: 1 Too I I i EXIST. RECLAIMED WATER MAIN ......... ................... .................... GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO HE I I 1 i EXIST. SEWER MAIN SATISFACTION OF HE ENGINEER AT NO COST TO HE CITY. _ ...... .............. ......... ............................... p �� r raw � NBC i? � . SHT �r r r EXIST. GAS LINE ........................ ..................... ,............. 5. HE CONTRACTOR SMALL BE RESPONSIBLE THAT ANY MONUMEN T O R BENCH MARK WHICH IS DI ( S. p DISTURBED OR I ry ��"T 4 (JG � EXIST. WATER METER .....:.....:... . . ...............:. ...:....:.. ....... ,. � DESTROYED DURING CONSTRUCTION SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA 1 r `� SHTS ) REGISTERED CIVIL ENGINEER OR A STATE OF CALIFORNIA LICENSED LAND SURVEYOR TO THE SATISFACTION OF I I I I PROP. Cl . .................... ........... .......................:.....:. _ 1 _� _ ..... - -- -- -- - PROP. CONTOUR ......... - ..w I - 300 HE ENGINEER AND AT NO CAST TO THE CITY. � , ,� ,.. .... _____- ___..., „,._..� .; .• , .mKr. -. r ____ --�- PROP. STORM DRAIN 1 CLUbN RING AND__ ...... ...... .. . ............ . .... . ...... . ........................ .r✓.....r..�,.�...,,.. 6. H£ CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, N I G SHO .,.- -. -- m- ...___...,.,,__._..__ .W.- ._._ -_ �- - - - - -_ -�._ -�- � - -._, SHALL RESPONSIB FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, _ LAW ANO REGULATION - - -- --- _ __ _ _ _ I+ ........... ................ .. ....... PROP STORM DRAIN LUG f3 63 ........... 7. GRADING AND EQUIPMENT OPERATING %THIN ONE -HALF 1 2 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY ___ - r- s�; w-- - -- - -- - - � -- -- PROP. TYPE A -4 CLEANOUT .. .........:Q. 9 ................. - SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 4:00 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS I � e + f DRIVE I i AND CITY RECOGNIZED HOLIDAYS. iE' I � 1 I PROP. TYPE B CURS INLET :.::... ........ D -2 .... .... ::... � � ,_ 8. THE STRUCTURAL SECTION OF ALL RESURFACING $$HALL BE IN ACCORDANCE NH HE CITY OF ENCINITAS I ` ! j � � � t I PROP. TYPE 'F' CATCH BASIN ............................ d -7 .... ENGINEERING STANDARDS, AS SHOWN ON THESE PLANS AND AS APPROVED BY HE CITY ENGINEER. 9. APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT CONSTITUTE APPROVAL OF ANY WORK OUTSIDE THE PROJECT PROP. 12"X12" CATCH BASIN .............. . SEE, DETAIL. SHEET..tO .......... .. BOUNDARY PROP, TRENCH DRAIN .......... .......... ...SEE.DET.AIL..SHEET.8........ . 10. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED, AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER, AND PAVING. PROP. PCC SIDEWALK G- .7,..G- :9,..G- .1A ......... ... . SCALE: 1 ° = 100' ......._. i1. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED FROM PROP. AC OVERLAY ...... ............................... .. ......... ....... ... ... C -` A BASE UTILITY MAP AND A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. HOWEVER, THE { 1C�Ll� 8) D P AND P1B4IIE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT HE EXISTING FACILITIES SHOWN HEREON �y PROP. AC PAVING SECTION ....... ............................... ......... C AND OTHERS WHICH ARE NOT OF RECORD OR NOT SHOWN ON THESE PLANS. C. GRADING CONTINUED SHEET INDEX PROP. PCC PAVEMENT ........... .... ............... .... . . ..... .. ............ 12. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL CONFIRMED BY FIELD 2. ALL AREAS TO BE FILLED ALL BE PREPARED TO BE FILLED AND FILL SMALL BE PLACED IN ACCORDANCE d� SHEET NO. SHEET DESCRIPTION .. MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS STANDARD GCFICATIONS, ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE pS0 WITH S D SPEC PROP. AC TRENCH RESURFACING . ............................... ....... ..... TEA XI-TING UNDE FACILITIES IN HE PROJECT AREA SUFFICIENTLY AHEAD OF FA WHICH THE IS TO PLACED. LOOSE FILL f11 1 ................... ..... TITLE SHEET /SHEET INDEX POTHOLING AND LOCATE ALL E S ER REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WH F1LI. BE _ S9 O OF ONSTRUCT�ON TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF' ACTUAL LOCATI N AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED StXLS 2 ...................... NOTES DETAILS M PROP. HYDRpSEED AND BONDED FIBER MATRIX .............. EXISTING FACILITIES. SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 92 PERCENT. IT 3 ....... ............... BONITA DRIVE (STA. 10 +00 TO 13 +30) - -- HE CONTRACTOR'S RESPONSIBILITY TO PLACE SPREAD WATER AND C{SMPACT THE FILL IN SHAD. BE G � 4 �r , : PROP. HYDROSEED AND TURF REINFORCEMENT MATTING... . 13. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO OAS &ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR C MPANY ACCORDANCE STRICT kCCA WITH SPECIFICATIONS. 4 ........................ BONITA DRIVE (STA. 13 +30 TO 16 +80) FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1- 800- 422 -4133 (DIG ALERT 1 � #rum 5 ....................... BONITA DRIVE (STA. 16 +30 TO 20 +30) PROP. COLD PLANE.......... ......................._.. ..... .. __ 3. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE 70 FOR UC€ SMOOTH SUR6AS r Y THE AT&T COMMUNICATIONS COMPANY PRIOR TO STARTING WORK NEAR COMPANY 6 ....................... BONITA DRIVE STA. 2fl +30 TO 2 +97.07 B. THE CONTRACTOR SHALL NOTIFY & UNIFO CRO SS SEC HE SLOPES OF EXCAVATION Nd EMBA NTR SHALL BE .SHAfMED, � ( 2 ) - - AND U RO S S_ A, PROP. SAWCUT LINE .................................. .......................,.•..... ------------ FACILITIES AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIV €S. 1 619 546 3606 A T ANTS LY ` 7 .. .. BONITA DRIVE STORM DRAIN PLANTED AND TRIMMED AS DIRECTED B Y THE ENGIN €ER OF W(;'ttK AND .I„E RHEA ,�R ........ .- .. PROP. TYPE G PCC CURB AND GUTT£R...........G -.2 ..G- IO....,....... TONES ROOTS AND OTHER WASTE MATTER EXPO OR' EXCAVATI N OR EM ANKMENT T. R DISTR PRIOR TO STARTING WORK NEAR COMPANY CONDITION. ALL S W EXPOSED ..,. __ ..,B , G , RETAINING WALL C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO HATE_ DISTR 6 ........................ BONITA DRIVE STORM DRAIN = PROP. TYP .......... .. .... ... C..;6.. . ......... . .... K WI COM PANY REPRESENTATIVES. 1 -760- 633 -2709 SLOPES WHICH ARE LIA�LE TO BECOME LOOSENED SHALL BE REMOVED AND g14�q OF. HE TOE AND E FACILITIES AND SHALL COORDINATE SAID WORK H GOM A TOP OF ALL SLOPES SW -ALL BE ROUNDED IN ACCORDANCE WITH THE tIRAD ORDINANCE snvra FEbh' 9.... ..:...,........... BONITA DRIVE STORM DRAIN X ON COMPA PRIOR T STARTING WORK NEAR COMPANY ... BONITA DRIVE STORM DRAIN PROP, PCC CURB . ........... ..... . G- 1 .... .......... ............. Q. HE CONTRACTOR SHALL NOTIFY HE GO CABLE TELEVISI aM , N O 10 .................... BO VE OR A C S AID WORK WITH CO REPRESENTATIVES. 1- 800 - 422 -4133 DIG ALERT 4. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL;_ COLLECTED AND FACILITIES AND SMALL COOR S OM ( ) 11 ........................ STREET PROP. PED. RAMP HAULED OFF HE SITE BY THE CONTRACTOR SO AS TO LEAVE Tit AREA'S THAT tMAVE BEI FI. TRET SECTIONS : G.-.:- E. THE CONTRACTOR SMALL NOTIFY HE SAN ELIJO J PA COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGMRILY DEBRIS. 'APPITOVAL OF PM (RECLAIMED WATER) AND SHALL COORDINATE SAID WORK WITH COMPANY REPRESENTATIVES. 1 -760 -753 -6203 (EXT. 32) LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINER AND CITY EN6tFI1 ER PRItX -14 .--• -- _ 14. THE CONTRACTOR SHALL PROTECT EXISTING LANDSCAPING AND IMPROVEMENTS REMAINING IN PLACE AND HAT ARE NOT TO THE DISPOSAL OF ANY SUCH MATERIAL. PROP. DRIVEWAY ................... .. .....G..........•.............. .......... G -14 D - - CALLED OUT TO BE REMOVED ON THESE PLANS. NO LANDSCAPING OR IMPROVEMENTS SHALL BE DAMAGED OR REMOVED 5. HE CONTRACTOR SMALL MAINTAIN ADEQUATE DUST CONTROL MEASURES THR THR HE DURATION OF PROP. DRIVEWAY .... ........ ............................... .............. .... . PRIOR TO APPROVAL OF THE CITY. THE PROJECT CONSTRUCTION. PROJECT SITE MAINTENANCE SHALL CONFORM TO SECTION 9-4S OF HE l____ 15. EXCEPT WHEN WORK IS BEING DONE ON DRIVEWAYS, HE CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE DRIVEWAYS STANDARD SPECIFICATIONS. y AtS A PROP. ALLEY APRON.... ..... . . . ... . . ...... ........ AT ALL TIMES. 16. ALL PRIVATE IMPROVEMENTS IN HE PUBLIC RIGHT OF WAY DESIGNATED TO BE REMOVED SHALL BE SALVAGED AND D. EROSION CONTROL 9 _ PROP. SLOPE ........... ...2::1..GU7. /.'F.ILL.......... . RETURNED TO THE PROPERTY OWNER. ALL PRIVATE IMPROVEMENTS OUTSIDE THE PUBLIC RIGHT OF WAY, THAT ARE NOT - - - - _Y_ - DESIGNATED TO BE REMOVED THAT ARE DAMAGED DURING CONSTRUCTION OF HE PROJECT SHALL BE REPAIRED BY THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT GREG SHIELDS AT (ZSS2)ma=�277l CON RACTOR AT NO COST Tb THE CITY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DIRECTION OF DRAINAGE .................... ...... �- DURING THE PROP. BROW DITCH ............. ...............D- .75..T.P.E 'A'....:,.............. ` 17. ,E CONTRACTOR S H LL NOTIFY IN WRITING AND OBTAIN APPROVAL OF HE CITY ENGINEER OF WORK PRIOR TO MAKING RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCII!PI ON SITE AT VI CHANGES IN HE: F�: ° ' CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 1'EMPORAIIY�VICES WHEN RAIN IS IMMINENT. NOT TO SCALE P.C.C. CROSS GUTTER ................_____G=,12 ...... - ....................... 111 NOTES AND DETAILS ON HE PLANS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES IN CASE OF CONFLICT. 3. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREV PLAN (S ,: f P) AND OBTAIN pQ C NTRACTOR SHALL MAINTAIN AN UP TO DATE SET OF "AS- BUILT" DRAWINGS ON WHICH ALL CHANGES OR APPROVAL FROM THE CITY ENGINEER PRIOR TO THE START OF ANY WORic, pE C�S SHO. .IN T9. THE FG � E FINISH GRADE ELEVATION R I UDING U TIL I TIES, ARE RECORDED. A COPY OF SAID AS- BUILT" DRAWINGS SHALL BE THE SVdF'PP SHALL NOT BE MOVED OR MODIFIED WITHOUT HE APPROVAI. OF THE ENG�I€�T� INSPECTOR. . ; 0 VARIA�ONS IN THE WORK .. U LJ ear �r/� tie �^r 0 PROVIDED TO THE CITY OF ENCINITAS WHEN REQUESTED. THE SWPPP MUST PROVIDi A 24 HOUR TELEPHONE NUMBER AND THE NAMES : OF THE PERSON S) 1 k+ V R +wr 1� 3q RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING MACHINE OR A'NSWI ING SERWiC is INVERT ELEVATION .................. ... ....... _ ........................... �00 20; MATERIAL OF DEBRIS SHALL NOT BE STORED OR REMAIN IN HE PUBLIC RIGHT OF WAY WITHOUT APPROVAL BY HE CITY UNACCEPTABLE. THE LOCATIONS AND SIZES OF THE EXISTING UTILITIES SHOWN HEREON HAVE BEEN OBTAINED FROM AVAILABLE Ft eg ENGINEER. RECORDS AND ARE SHOWN FOR HE BENEFIT OF THE CONTRACTOR. ACTUAL LOCATIONS AND SIZES MUST BE FLOWLINE ELEVATION -'' 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WICKING ORDER TO HE 300. 1 CONTRACTOR BY POH ING PR {OR Tp CONSTRUCTION. IT IS THE CONTRACTORS C 'VERIFIED BY HE CO 1RAG OL S _ F ft ELEVATION ............... i OBTAIN A PERMIT T TOP O CUBE E SAFE A H A D M INISTRATION OSHA HE5 OF EXCAVATIOPS W NOTE: THE CONTRACTOR IS REQUIRED TO OBI.. ERMI H' T ENGINEER AFTER RUN RAPNF'ALL. 21 OCCUPATIONAL SAFE AN WEAL ( O SATISFACTION OF E CI 0 FROM. OSHA PRIOR 70 COMMENCING CONSTRUCTION OF TREf�WHICH ARE 5 FOOT OR DEEPER AND RESPONSIBILITY TO TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDERGROUND AND 5. THE CONTRACTOR SHALL INSTAL ADDITION EROSION CONTROL MEASURES AS MAY BE REQUIRED OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS LL LA : �. ....... EG 300 INTO WHICH A PERSON IS REQUIRED TO DESCEND. EXIST. GRADE .......... --''� BY HE CITY ENGINEER DUE Tp AN INCOMPLETE GRADING OPERATION OR UNFORESEEN . CIRCUMSTANCES WHICH MAY ARISE. TOP OF WALL ............ ......... B. NOTIFICATIONS 6. ALL EROSION CONTROL:M ' PROVIDED PER HE APPROV €D SWPPP SHALL BE � �F 30p T. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE INCORPORATED HEREf3N.., , D. �1QSION CONTROL NOTES CONT. TOP OF FOOTING ................. T F KNOWLEDGE RE ARE N O EXISTING T- S O OUR THE F 1 Rfit�a. HE A AR 0 A A A BE TINE Y A L LE FRECO O OBTAINED B SEARCH V B . NEC PRECAUTIONS TO PREVENT PUBLIC TRESPASS E FACE OF SLOPE 15. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSA O R 7. GRADED A AROUND TW€ P�IICT PERIMETER MUST DRAIN AWAY FROM H E ON / UTILITIES EXCEPT AS SHOWN ON THES PL NS HOWEVER: PRECAUTIONS INCLU E. HYDRO WD AND BONDED FIBER TRlX PLANS, AT THE CONCLUSION OF EACH WORK DAY. INTO AREAS WHERE IMPOUND WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAU ON MAY NCLU > BUT NOT BE LIMITED TO APPROPRIATE PERIMETER FENCING OR A 24 -HOUR GUARD PREVENTING UNAUTHORIZED T �G HE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR TURF r`OWET MA STRUCTURES LOCATED AT HE WORK SITE. I7 IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING L 8. ALL REMOVABE PROTECTIVE DEVICES SHOWN IN THE APPRO;., D SWPPP SHALL 181E IN PLACE AT PERSONS FROM ENTERING HE BASINS. G THE END OF EACH WORKING DAY WHEN FIVE 5 DAY RAIN 'OBA81uTY FORECAST EXCEEDS FORTY 1. WYDROSEED AND BANDED FIBER MATRIX SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED Y EXCAVATION, FOR VERIFICATION AND LOCATION 0 F ) t51191VERS Of SAID UTILITIES OR STRUCTURES PRIOR TO AN EXCA ON, IMPROVEMENTS SHALL BE M MAINTAINED IN A NEAT AND CLEAN CfXMpIT10N Y AR PERCENT 40% . SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 16. PAVED STREETS, SIDEWALKS, AND OTHER A 6.1 HORIZONTAL TO VERTICAL) OR STEEPER WHEN HE . E UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: ( ) FREE OR LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE GERMINATION OF HYDR S ED SLOPES FAIL TO PROVIDE IFF' CT1VE COVERAGE OF . THREE FEET OR MORE IN FILL AREAS. 9. SHOULD GER O,EF.D _. A_. E FOR H REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED 4 E a. SEWERS - ENCINITAS SANITARY DIVISION MEANS SHALL BE USED TO CLEAN STREETS EXCEPT p E E GRADED SLOPES 9O% COVERAGE PRIOR TO OCTOBER 1 TIRE SLOE ALL BE STABILI2 €D b. 5 FEET OR MBE I N HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE O ) I BY SWEEPING OR OTHER MECHANICAL MEANS. b. GAS &ELECTRIC - SAN DIEGO GAS v?c ELECTRIC' : WITH 0Nd €b FIBER MATRIX PER GASQA DETAIL EC -3 pF TWE CONS�UCTfON STORM 'WATER. TO EROSION RESISTANT CHARACTER OF HE MATERIAL AS APPROVED BY HE CITY ENGINEER. c. WATER - SAN DIEGUITO WATER DISTRICT (800)422 -4133 DIG ALERT B . HE CONTRACTOR FOR EMERGENCY WORK DURING RAINSTORMS. BEST MANAGEMENT PRACTICE HANDBOOK 17 STANDBY CREWS SHALL BE ALERTED BY d. TELEPHONE - AT &T 2. IRRIGATION SMALL MAINTAIN HE MOISTURE .LEVEL OF HE SOIL AT THE OPTIMUM LEVEL FOR HE WP P S BE AVAILABLE - EROS ON 18. GRAY L BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED S P PLANS, .. OF H HYDROS ED AND BONDED FIBER MATRIX. e. CABLE TV COX CABLE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HE PROPER MAINTENANCE OF HE I E. GROWTH E E D f. RECLAIMED WATER SAN ELIJO JPA CONTROL DEVICES AS NECESSARY. ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES I 48 H NOTICE ON CAL FOR INSPECTION. PHONE: 760) 633 -2770, ALL WORK I CONTROL MEASURES RE TO RETAIN S ONSITtE AN' TO SAFELY OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STANDBY CREW SHALL BE 3. HYDROSEED MIX SHALL CONSIST OF ALL HE FOLLOWING: 2. HE CONTRACTOR SHALL GIVE OURS , lI E LL E (( 11. ALL EROSION 0 M EQ _ SE .. MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE f"RkTJECT NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText