Loading...
1997-5183 G (Plans) GRADING NOTES NOTIFlCr477ON3 � LEGEND ENVIRONMENTAL NOTES: LEGAL DESCRIPTION LOT 4, OF L' / Ty OF E/VC' /N /T�1.5' TiQi9C'T N0. 92. - /0/ 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A S. D. R. S. D. = SAN DIEGO REGIONAL STANDARD DRAWINGS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS gp h14. /,3¢& CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR AP.N.: CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ITEM S D NO. S D SYMBOL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 3' /z AND THE MAXIMUM / _ ��� _� STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: VERTICAL HEIGHT OF FILL �' #' Q SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY PROJECT BOUNDARY '� 3. A.) AVERAGE UEPTH = VOLUME OF CUT ('C. F.) = 1 3,500 C F __ SITE ADDRESS _ MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 114 �T OF CU I AREA OF CUT ('�S . F .) //� $2 $ SF L ONE H /CL ESTATES' L'T. 2. THE SOILS REPORT TITLED LOCATED r y T THE W ORK SITE. IT T HE CONTRACTOR'S EXISTING PROPERTY LINES -- - ENC /N /TAS, CA 92024 v PREPA�4E0 Qy- S'OUTH �o��TO /� /L ENG //VEERIN49, /NL'. FOLLOWING OWNERS OF SAID UTILITIES OR B.) AVERAGE DEPTH - VOLUME OF FILL (C. F. = 37,8D0 CF _ A 8//2/97 SHALL BE CONSIDERED AS A STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EXISTING CONTOURS (Co30) OF FILL AREA OF FILL (S.F.) /0,650 SF -3 S � � OWNER/PERMIT7EE w D TED ' D // NE ZE 7 T OR. MICHAEL L. I'9UHI CAI PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED GRADING LIMIT LINE ' �� C i� 4300 DEODA DR. YORB L/ND.9, CA. 9288 6 ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS WORK: F AD0 /T /O�c./AL 5,'TE /'lA�t/ ;V0T2E5 CONTAINED IN SAID REPORT. Pf/ (7/4) 693 7071 A . SEWERS - Et, <.ADIA 7-5.3-0/55 PROPOSED CONTOURS 4s6 /S w0/z� r�co �o /M THE /6Hr- OF -wASy ? do 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF COUNTI WATER DISTRACT 4�� c� ALL !/D�K SHALL .�EE'FOe��EO TO 1 Crrr OF -� CIIV /rAS ESTIMATED QvANT1nES SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF B. GAS 6 ELECTRIC - (800) 422 -4133 PROPOSED SPOT ELEVATIONS STArVOA,POS. CUT 500 C. Y. * IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE -x_ o I� wo°e.� rs PE��oPMFO . %vTyE �ir0.� -��AS; THE�v TAE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD 633 -2848. PROPOSED GRAVEL BAGS CONT,C'ACTO117 SN4,1L 0 /N .q l�E,PM /T . < ©�P wOPK �,�iDE' CONJUNCTION WITH IMPROVEMENT PLANS. FILL 1,400 C.Y.* D. TELEPHONE - (800) 422 -4133 PROPOSED 2:1 FILL SLOPE � CO�MEit1CrN� Gc/O.PK, 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE ALL G240%t16 A'O/'jt 5H,4,.0 - St/6JECT IMPOST 900 C.Y. 0VON E10 C'AP> GRADING. E. CABLE TV - (800) 422 -4133 PROPOSED 2: 1 CUT SLOPE r0 %v_Sr c_T /O,ti° g% T`A'E ENG /.vEE,eiri /� D6PT. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 _ 1% M / EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES PROPOSED DRAINAGE SWALE TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. - ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR PHONE: (7(00) 633 - 2770. GE,UE,E'fIL C2��/r�'tiCTD,P - SHALL l'EP /f y' rh'E QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS) . REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. R/PRAP PEEP D-40, TYPEZ ,�vT o� rowuECr /Ow 0�.�11 UT /UT /ES A,c/D 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR gfOW 017 PEEP D'75 THE S/ZE 4"0 OTHE<E' SF�EC /F /CfT /O�l/5 �^/iTN 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSPECTION. PHONE: (7&0) 633 -2770. ALL WORK PERFORMED lWf/TER LfIlERf/L W - 1 THE GAT /L /�'�,yogvy�,cei0? TO <490 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO SCW - CATE�iI ;1 COiv5 r�Pz/Cr1O°c/. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER REJECTION AND REMOVAL. CURB OUTLET• OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOILS ENGINEER'S CER RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND I, RUE HL 3 0RC -EUCF A REGISTERED CIVIL ENGINEER IN THE STATE OF \\` REGULATIONS. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL rr , MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL r r) j \ /] 128 !`� 5 INST cc 4'�4 MAT OF #Z 4401( /NG B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY A�� R)I' Knp ( f.0' THICK) PER D - TYIrZ MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE DIRECTION BETWEEN THE DATES 5- -20 -77 AND ZS - `Z7 ONE COMPLETE \ ON M - 1 1A-0 FIL7M f/IBR1r- CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 3't✓/UE E%sEMENTFOR S'D.G. €E. °, ' r- ENGINEER, ALONG WITH UPDATE LETTER DATED lV A FURTHERMORE° I - % SITE RECON196D /2/20/77 4S F/L E /VO• 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING HAVE REVIEWED THESE GRADING PLANS AND CERTIF THAT THE v 77- X24982 of o R. MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEEN INCORPORATEP IN THE GRADING PLANS AND SPECIFICATIONS. � L ,� N �r�rec Es'TAra er )D GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING pFE$Sj Z gMADA 00 _ SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN SIGNED: 2 �i ®e � e © � q � N0G �� 9 Ul N gg �� ��IGNr � ADVANCE BY CALLING (619) 633 -2770. q VE RCE NO 1.4975 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY m ;; PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 3 -31 -98 E X P . DATE : a`� No. C 044641 ao DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE Emp 198 3131 R o. CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER -/ ✓ ��/ �N SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE I E T Y E NGINEER N E E R MAY IMPOSE WITH REGARDS T O THE HAULING CAU C N DECLARATION OF RESPONSIBLE CHARGE I E Q pQ � 4f L OPERATION. Q ?� \ �gg7.9 I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS - 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS �pN O 998.5 --- �• r �., �..• ti• � RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Ho, , r-q PROVIDED STATING: "THE GRADING UNDER PERMIT N0. - -•• I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS - -- - -- �'��� , 1�1 a D 5183 - G HAS BEEN PERFORMED IN SUBSTANTIAL BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT G9R g 8. 2 Aye CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITI PROJECT V/C/Nl TY MAP �"� � a�3 .� , f= 498. � � • 5'� `� THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE DESIGN. V` FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER pFESSI® >� N X98.0 WHO CERTIFIES SUCH GRADING OPERATION. � �0e B 4�F ` - 4TH CIC FCC i FF 4 99 . ti 49Pz 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED BY: / L!/�iGii' GC. .�� "^ . DATE 627/'7 �w� ��. E C . Y ". -� OR I UE r J G P.90 = 983 SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSFILLS 0044641 m -- - - -- -- - � - j \ \C NOTE TEST THE EXCAVATION PLACEMENT AND COMPACTION 0 No. 9 4 / `� ff °49a.o 24 CUT - AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL Epp. 1 �_ g� I ftr4973 IVD) fATES G" DIR AREA SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE civil". � CHUT/O ... \° •, D2fl 1N CONNECTED TD 4" SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF OWNERS CER lit• ` O�' IFBLAS7 - 11VG /S' REQU/X'ED !DURING 6RA011W (490 2 1 � � � '� � D)/I I�V.C'. @ 1% M/ti. SLD/�E GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND CA LPRI ✓/1TE AREfI ��AIN 4ySTEi'/? ... • - TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT r9 SPEC //�� BLA.S'T //1/G �"� -R/`I/ ... -; ...:. • -• - • .,• ,- :; . ., .... .,,,_ _� . / IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 0�/�/�� F•PO/"J TH /7//- y >` EIVZ' /rY /T�4S'• - - 103 � ''r' `'- '�•'='F`� CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION N SOILS REPORTS AND THAT ALL EMBA NKM E NTS NTS AND EXCAVATIONS H INSTALL G � ARE SUITABLE FOR THEIR INTENDED USE. AND STABILITY OF THE SITE. PLAN NOTES - - - - -- -_- - THEN BERT! . - E 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 11L0 NC TDF OF /PLC $ SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING a9 9 y ti DELCTE _ 1) THE GRADE OF THE EARTH SHALL BE FINISHED SO THAT THE GRADE SLOPES AWAY FROM THE EDGE OF THE BUILDING AT A MINIMUM 2% - FILL SL w � I• A.g9 p v • � •_ - � � � ,\ , � • -- G��� T �OUSE I J r , OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID SIGNATURE 11tNE ZETTCL DF�TF FOR A MINIMUM DISTANCE of 5 . SWALES SHALL HAVE A MINIMUM i, DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SLOPE OF 1% AS SHOWN W THE PLANS. N h r°f1D EL.= 494 SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 2) PRIOR TO- THE CONTRACTOR REQUESTING A BUILDING INSPECTION �R M)9) NO. '3205 Q� DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN H INSTALLED. WRITING THAT: 1. THE BUILDING PAD WAS PREPARED IN r ACCORDANCE WITH THE SOILS REPORT. 2. THE UTILITY TRENCHES 4 . A AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EROSION CONTROL HAVE BEEN PROPERLY BACKF ILLED AND COMPACTED • 3 < THE M 7 \ LETE � , . � aaL \ \ IC�AC DR11/EUTAY Z' 1 LL FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD CONTACT FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTRISTICS - q �fUTU,�FJ� \2 Z„ %a SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE 1. IN CASE EMERGENCY WORK IS REQUIRED, CO AND THE BEARING CAPACITY OF THE S SOILS CONFORM TO THE /G AL i /z u z �.. TAN L'oCE AT (766) Co3Z -9697 MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE REQUIREMENTS SET FORTH IN THE SOILS REPORT. \ �� A DR /VEW.9� NSTPLL -�FX T OF SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ° ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM 3) THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING \ o BACKI AND ALL L � �' ��• ON fIFI /fib Fl C�� 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE �R R ADES AND THE SIZE AND THE LOCATION OF THE BUILDING PAD cLOT>� - v-� lY1°L - CZ• � " NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL R M TER A SHALL BE STOCKPILED ON SITE AT PIOR TO SUBMITTING A BID FOR THE WORK. �,� RoC /NEIL r fLl? _ 13 )D 130 Z l�C 0/V � DF A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 � - PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NECESSARY A I M CLASS IL BASF T/IC TDP l2" OF CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 4) THE GENERAL CONTRACTOR SHALL HAVE THE P ROPERTY CORNERS EX�3T Ck 0 Z 0'�.Slv�9CE T7UE SUL3�RADCPZVS G"CLASSZT PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT TEMPORARY DEVICES WHEN RAIN IS IMMINENT. AND 7HE BUILDING EXTERIOR CORNERS LOCATED BY A SURVEYOR >0 2EMA �; � �8 ' TD - CDIAPRCTED TO 9S% CbMPI96TION ACCORDANCE WITH SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF THE WORK. ND z ,, \ INS LL //4• f of B7lw � DRJV W/3Y SECTION 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 5) PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING A �, D /TC'/� ,� D -5 TYi°E 2 /�lQ SCALE �l GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. PREVENT PUDDLING ON UPHILL SIDE OF THE BUILDING. '� o " C �S. R` 0 � SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 6) EAVES OVER WINDOWS SHALL BE NOT LESS THAN 30 FROM THE SIDE A SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AND REAR PROPERTY LINES. PROJECTIONS, INCLUDING EAVES. SHALL HEAVY " ��� � �•. �� �� ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AFTER EACH RUN OFF PRODUCING RAINFALL. BE ONE HOUR FIRE RESISTIVE CONSTRUCTION, HEAVY TIMBER OR OF CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER NONCOMBUSTIBLE MATERIAL IF THEY PROJECT INTO THE 36 ^° l 74 90 >� Z�/ EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL SETBACK AREA FROM THE PROPERTY LINE. EXTERIOR STAIRCASES �� \� �� a =8 / 2!'' I �I ED CT "� S ,' EX�S J LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DIS PO S L = 66. M -1 1- � MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO SHALL NOT PROJECT INTO THE 36 SETBACK FROM THE PROPEN f Y OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED N UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES LINES. ��• R= 45.00' ACCORDANCE WITH THE GRADING ORDINANCE. WHICH MAY ARISE. _ _ 7) BUILDING NUMBERS SHALL BE EASILY SEEN FROM THE STREET. ALL �j 41S•0 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MAT RIAL . IS OCCUPIED. REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION > O 6 THE CONTRACTOR SHALL BE RESPONSIBLE'AND SHALL TAKE DING I J SHALL BE COLLECTED, _ G BUREAU BEFORE THE BUIL . t I T T OR OTHERWISE DISPOSED OF OFF - S PILED = n7ATCH CX � THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO IcND EL 476 v HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 8) APPROVED G� - .i.VANIC SHALL BE INSTALLED BETWEEN ALL M N I �, cuTSCOPC FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DISSIMILAR METALS IN CONTACT. PER /`'IAPNO. 13208 1 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND GRADING PLAN SHALL BE INCORPORATED HEREON. 9) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND `IG�. w N = a 3? •� 0 CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ELEVATIONS PRIOR TO COMMENCING WITH CONSTRUCTION AND °p R : 2 3 0 "00' B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY E.t�ST. W,97E2 °p J 50 CUT BERM ' FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DISCREPANCIES. e�7FRq� 5 . OUTLET D -7Sr SCALE' �-30� DAY. 10) NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE :• q " ti STR LANDSCAPING OVER STANDARD NOTES IN CASE OF CONFLICT. WHERE NO 110• 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF 16 p0 ' qb 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN THE WORK PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %) , SILT WORK SHOWN ON THE DRAWINGS. WAtE/� SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR i8 003 3 7 L WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL MA Ngi V AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. RV ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. ENC�r4�TAS FIRE PROTECTION OUVFTIH MUNI UJ RTET DISTRICT E EXIST $ C Ew MRM HI LL- CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ,L .1'/S'T. M.H. NO Z ( . T. B. M.) RECORD PLAN s �E R!M EL. 975.30 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE REVIEWED BY: REVIEWED EN �'C. A �\`,, ' 2. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF' ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR �X /sr $ �X /S , i Z: / �\ '- �n SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION STABILIZED WITH NE X /s - \ TO NOVEMBER 15, THE SLOPES