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2000-6789 G (Plans) GENERAL NOTES A. GENERAL WORK TO BE DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE TH E CONTRACTOR IS REQUIRED EROSION CONTROL IRED TO TAKE DUE F I N 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO OL PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALVIN HYDROSEEDING BY: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. R OR NANETTE MAYO, (714)261 -1400 FOR PUBUC WORKS CONSTRUCTION LATEST EDITION), THE SAN DIEGO STANDARD THE CITY OF ENCINITAS AND THE SAN DIEGO AREA IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS REGIONAL STANDARD DRAWINGS. ANY CHANGES OR FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL COMBINATION OF : CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY q, TRACK WALKING SLOPES STEEPER THAN 6:1 AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. TIN UTILITIES AND NOTIFICATION OF . ALL NECESSARY MATERIALS SHALL BE STOCKPILED LOCH 0 OF UTi SEASON. AREAS THAT WILL NO BREAK UP USING COMMENCEMENT OF WORK: ON SiTE AT CO NVENIENT LOCATIONS TO FACILITATE RAPID B. w A w 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ITE AB OVE OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, A. SEWER - CARDIFF SANITATION DISTRICT EMINENT. 2. CONDITIONING THE SOILS SO THAT R IS SUITABLE FOR NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF- WAYS. (760) 633 -2770 PLANTING BY: ITEM SD SYM QUANIfTY SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR A. ADJUSTING THE SURFACE SOIL MOISTURE TO REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 1 -800- 422 -4133 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING PROVIDE A DAMP BUT NOT SATURATED SEED BED. PROPERTY P P N ROE U E C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT INSPECTOR. - -- -- 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- (760) 753 -6466 B. THE ADDITION OF SOIL AMENDMENTS, PH EXISTING CONTOURS - ` c,i, SITE GRADING. - PACIFIC BELL TELEPHONE 4 CONTRACTOR SHALL RESTORE ALL EROSION CONTROL ADJUSTMENT LEACHING OR COVERING SALINE SOILS D. TELEPHONE AC THE CO , 1 -800- 422 -4133 DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE TO PROVIDE VIABLE CONDITIONS FOR GROWTH. - 60 FINN CONTOURS H S - 5 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS E. CABLE TV COX COMMUNICATIONS CITY ENGINEER AFTER EACH RUN- PRODUCING RAINFALL 4 REQUIRED TO PROTECT ADJACENT PROPERTIES DURING (760) 599 -6060 . HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A 5 MA VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY PROPOSED SPOT ELEVATION IN OPERATIONS. ANYTHING DAMAGED OR ADDITIONAL G 0 ERA ONS IN EROS ION GRAD 5. THE CONTRACTOR SHALL STALL LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE -- - REPAIRED T . SHALL BE REPLACED OR RE RED 0 IN MAY R BY THE CITY DESTROYED T NOTIFY CITY ENGINEER'S S OFFICE MEASURES Y BE E 2. CONTRACTOR SHALL 0 FY THE C E CONTROL EASU ES AS REQUIRED I PERMANENT LANDSCAPING, UNTIL THE PROJECT IS CUT SLOPE 2:1 ) CONDITION EXISTING PRIOR TO GRADING. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR ( _ - I - I _ N - - PHONE 760 - 633 -2770. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. AND ALL SECURITY RELEASED. -- - - - 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY FILL SLOPE (2:1) MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE OWNER'S CERTIFICATE DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A FOR INSPECTION. PHONE 760- 633 -2770. ALL WORK NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS EARTH SWALE REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE ONTO AREAS WHEN IMPOUNDED WATERS CREATE A I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST -- - - SUBJECT TO REJECTION AND REMOVAL HAZARDOUS CONDITION. - -� - 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND BEEN OR LL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY EXISTING STORM DRAIN PER DWG 6147 -G MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING AND 7. ADVIS O THE COMPACTION AND STABILITY OF THE SITE. EROSION CONTROL MEASURES PROVIDED PER THE 7 0 LF ALL CONCRETE BROW DITCH D -75 b � � 6 BE RESPONSIBLE FOR CONFORMING TO ALL L APP I P SHALL LOCAL, D. GRADING ROVED GRADING LAN SHALL BE INCORPORATED I STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A HEREON. / RIP RAP D -40 21 CY LAWS AND REGULATIONS. QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 4 n 11 & ,A1 a4m4 &,.- SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST S NATU DATE PROPOSED SEWER MAIN PER CS -372 - -- -- -- � -- -- 7 GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF AN KFl AN M THE F OPE AT THE CONCLUSION G AN COMPACTION Fl D BAC 11S D N AWAY FRO E ACE OF SL QU D CO AC 0 OF LLS DRAT F MAN OCCUPANCY SHALL MIT I N ME: A N AYO NANETTE MAYO (1 /2) MILE OF A STRUCTURE OR HU OCCU COMPACTION OF TRENCHES. HE SHALL SUB SOILS OF EACH WORK DAY. L�VI FAMILY TRUST DATED FEBRUARY 19 1990 PROPOSED WATER MAIN PER 6789 NOT BE Q CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND REPORTS AS REQUIRED AND WILL DETERMINE THE TRUSTEES OF THE MAYO , 7 AM ON SATURDAYS SUNDAYS AND CITY I Fl MATERIAL COMPLETION OF P DEVICES SHOWN SHALL BE IN .30 NOR SUITABILITY OF ANY LL TER L UPON Pt_ETI 9. ALL REMOVABLE PROTECTIVE DEVI RECOGNIZED HOLIDAYS. GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE ADDRESS: 1007 EMERALD BAY, LAGUNA BEACH CA 92651 PROPOSED SEWER LA - S AN STS WERE MADE BY HIM OR UNDER HIS SUPERVISION D TE STS (5) DA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY 714 PHONE: - - 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- AND THAT IN HIS OPINION, ALL EMBANKMENTS AND PERCENT (40x). SILT AND OTHER DEBRIS SHALL BE ( ) 261 - 1400 PROPOSED WATER LATERAL 6789 -I GRADING MEETING HAS BEEN HELD ONSITE WITH THE EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH REMOVED AFTER EACH RAINFALL FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL THE APPROVED GRADING PLANS AND THAT ALL HYDROSEED • • • • • • • • • • • • 70,680 SF ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO SOILS ENGINEERS CERTIFICATE PERMTTTEE. THE PRE -GRADE MEETING SHALL BE THEIR INTENDED USE. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% 2366 EA � N A t SA AT IN AN HA L � AO A S WITH THE CITY LEAST 48 HOURS ADVANCE PRIOR T NOVEMBER 15 THE SLOPES SHALL BE MV I M ENGINEER IN THE STATE S COVERAGE) OR 0 I, � A REGISTERED CIVIL E BY CALLING (760)633 -2770. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED STABILIZED WiTH PUNCHED STRAW INSTALLED IN OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE UPON FINAL COMPLETION OF THE WORK UNDER THE A H CONTROL SURFACE WATER T HANDBOOK F THE STATE OF 9 U PONDING OF WATER. E SHALL CO OL SU ACE SEDIMENT CONTROL DB00 0 SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO CALIFORNIA DEPARTMENT OF CONSERVATION. ANTM AR E MA F OR B ONDING AND PERMIT PURPOSES ONLY. AN GRADED MY DIRECTION BETWEEN THE DATES AND NOTE: THE QU ES ABOVE E ESTi TED 0 B AND/OR FINAL RELEASE OF SECURITY, AS G DED FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL CERTIFICATION SHALL BE PROVIDED STATING: MEASURES TO PREVENT EROSION OF FRESHLY GRADED ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, Q VOFESSVp CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS PART OF HIS BID. `�� a q "THE GRADING UNDER PERMIT N0. 6789 HAS BEEN AREAS UNTIL SUCH TiME AS PERMANENT DRAINAGE AND E. HYDROSEED WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF Q t F � "'110 ti PERFORMED Nr SUBSTANTIAL CONFORMANCE WITH IN THESE GRADING EROSION CONTROL MEASURES HAVE BEEN STALLED. 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED ES y THE APPROVED GRADING PUN OR AS SHOWN ON THE ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE L" NO. 36037 40' PRIVATE ROAD AND PUBUC UTIUTY EASEMENT ATTACHED AS- GRADED PLAN 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED WHEN THEY ARE: SOILS REPORT F THIS ECT HA EN INCORPORATED IN THE EXP.M,TpM,N THIS STATEMENT SHALL BE FOLLOWED BY THE DATE -AND AND FILL SHALL BE PLACED IN ACCORDANCE WITH SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. GRADING PLAN D SP CO NTRACTOR FRO M TH E SU U PON ' GRADED WIDTH GRADING OPERATION. OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SIGNED. �rF CIVIL ��! RF P N WHICH THE FILL IS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE SOUTHER CALIFORN CAL 0 0 F 4 4 2 4 , N IF RNIA 1 12 4 0 0 BE LACED LOOSE LL ALLUVIAL RESISTANT CHARACTER OF THE MATERIAL AS ; 1 SLOPE RATIOS: T P Fl AND UVIAL SOILS SHALL BE INC. - � R/ -. -,- CUT 2:1 FOR ALL SLOPES REMOVED TO SUITABLE FIRM NATURAL GROUND. THE APPROVED BY THE CITY ENGINEER. RCE No.: 14 EXP DA T: �3a - OY SOIL AND ,` �►�, C z I z FILL 2:1 FOR ALL SLOPES EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 6280 RiVERDALE STREET ig N J AND � {J �`� F 6 6 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SAN DIEGO CA. 92120 `a #� J J SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. R SHALL SIGNED: /` APPROVAL OF THE DIRECTOR OF ENGINEERING AFTER BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE (619) 280 -4321 H = m m EM 1074 � REVIEW OF A REPORT FROM A SOILS ENGINEER. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE HYDROSEEDED GROWTH. CEG No.: 0�� EXP DA �Z • d� SCSdtT 9911139.1 � . D 2 - WiTH SPECIFICATIONS. * � # j ? I 2% EXCAVATION: 14000 +/- CY* FILL: 12600 +/- CY* SHRIN 0 + 1 400 - CY* A SEPARATE PERMIT MUST BE OBTAINED 4. FINISHED GRADE SL 0 PRO HALL BE CUT D TRI T 1. SEED MIX SHALL CONSIST OF NO LESS THAN DECLARATION OF RESPONSIBLE CHARGE ` IMPORT. 0 CY* OR WASTE OR I MP ORT AREAS. UNIFORM C ROSS SECTIONS. E ����`� _¢ / A. 20 LBS PER ACRE OF R OSE CLOVER E OF CA& PR F W F S PROJECT. F EXCAVATIONS IN 0 IF H DECLARE THAT 1 AM THE G E E N EER 0 WORK OR THI THE SLOPES 0 EX ONS I HEREBY LAR CA DE + FOR B. 20 ORRO FESCUE ROILED CU R 8 P AND i HAR R THE DESIGN OF THE SPECIAL CONDITION. IF ANY ARCHAEOLOGICAL AND EMBANK SHALL BE SHAPED, P L ANTED THAT I HAVE EXERCISED RESPONS BL.E C GE ONE �ESSV MiN. 4 AC OVER I RESOURCES ARE DISCOVERED ON THE SiTE OF THIS TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS QR » PER SDRSD N0. G _ 4 GRADING DURING GRADING OPERATIONS, SUCH LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, D. 4 LBS. PER ACRE OF ACHiLLEA MILLEFOLIA CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ��� .L L Mp ��' PER CITY OF ENCINITAS CLASS II BASE (TYPICAL BOTH SIDES) TAS OPERATIONS WILL CEASE IMMEDIATELY, AND THE ROOTS AND OTHER WASTE MATTER EXPOSED OR E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) �, s N PERMiTTEE WILL NOTIFY THE DIRECTOR OF EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE F. 1/2 LB PER ACRE OF DIMORPHOLECA I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS W m i ROAD STANDARDS PER 6789 -1 STRUCTURAL- �o 1 R SOILS ENGINEERING OF THE DISCOVERY. GRADING TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED G. ITEMS C. D, E, AND F OF THIS SUBSECTION BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES ac O. 40980 SECTION P E S OPERATIONS WILL NOT RECOMMENCE UNTiL THE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MAY BE OMITTED ON LOCATIONS WHERE THE AREA NOT REUEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR EXP. 3- ! YR - INVESTIGATIONS PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM ACCORDANCE WiTH THE GRADING ORDINANCE. THE DIRECTOR OF ENGINEERING TO DO SO. BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER PROJECT DESIGN. � C I Y l . � PER CS -372 A PUBLIC STREET OR RESIDENTIAL STRUCTURES. F E 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SAN DIEGUITO ENGINEERING INC. �, � �. p � 0'r c��� POPPY HILLS DRIVE (PRIVATE) *EARTHWORK QUANTITIES ARE ESTIMATED FOR MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED 4407 MANCHESTER AVENUE, SUITE 105 PERMIT PURPOSES ONLY. (CALCULATED ON A DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY ENCINITAS, CALIFORNIA 92024 BARRY L MUNSON RCE 40980 DATE PROPOSED PER 6789 -1 THEORETICAL BASIS - ACTUAL QUANTITIES MAY VARY LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT EITHER BY DRILLING OR BROADCASTING BEFORE PHONE: (760)753 -5525 DUE TO SHRINKAGE OR SWELL FACTORS) AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DORIS. HYDROSEEDING. Rp►N T.I = 5.0 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ��J O 11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO �O R NOT TO SCALE INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 THE DISPOSAL OF ANY SUCH MATERIAL. JOBSITE IN UNOPENED CONTAINERS WiTH THE CALIFORNIA RPL CALIFORNIA" BY SOUTHERN CALIFORNIA SOIL do DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION ' ES ENCINITAS, 6. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. BUMAN (� TESTING, INC. AND UPDATE REPORT TITLED "UPDATE REPORT 20' Z WITHIN THIS PR ROAD CRY OF ENCINITAS TRACT N0. 99-207 WILDFLOWER DRIVE ANY PROPOSED CONSTRUCTION SITE S OJECT » _ WILDFLOWER V THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL LD 1 8 E N MAY ADDED TO ENCINITAS CALIFORNIA PREPARED BY SOUTHERN CALIFORNIA CAUFORN IA J. NON PHYTO TOXIC WETTING AGENTS BE � r DRIVE Q P W R E IV R ATE� LEY FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. G M (PRIVATE) , O SOIL AND TESTING, INC. SHALL BE CONSIDERED AS A PART OF THE HYDROSEED SLURRY AT THE DISCRETION OF THE P C 1 1 16 1 1 w DEVEL THIS GRADING PLAN. ALL GRADING SHALL BE DONE M! ACCORDANCE T SHALL COMPLY WITH ALL CONDITIONS AND CO �9 Ch NTRACTOR. ti 0 C W WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN REQUIREMENTS THE A Y IMPOSE CITY ENGINEER POSE WiTH (' SAID REPORT. REGARDS TO THE HAULING OPERATION. F ti 4 p WILDFL WER - A DRIVE (PRIVATE) • � ?, Z B. ENVIRONMENTAL 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS ?�° r ?.' w E LANDSCAPING THAN 2000 LBS PER ACRE TYPE 6 MULCH (STRAW) 7 .,a Z• 1. STEEPEST EXISTING SLOPE 507G 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY W 3� . N �� i� 2. MAXIMUM VERTICAL DEPTHS: (A CUT = 14 FT, (B) FILL = 12 FT ACCORDANCE WiTH PLANS APPROVED BY THE CITY APPLIED FIBER MATERIAL WHEN STRAW IS NoText NoText