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2003-1389 G (Plans) GRADING NOTES NOTIFICATIONS HYDROSEED NOTES 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 �O AL DATA E ST7IVIATED EAR T�IW ORK QUAN7�7TIES 1. ALL WOW SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. THE EXISTENCE AHD LOCATION OF UNDERGROUND UTILITY PIPES (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 94% 30,000 CUBIC YARDS EXCAVATION (C11T) THE STANDARD SPECIFICATI96 FOR PUBLIC WOWS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A a. THREE FEET OR MOPE 1N FILL AREAS. (EXCLUDING ANY EXISTING MAN MADE SLOPES) 30,000 CUBIC YARDS EMBANKMENT ( FILL) CONSTRUCTIOX THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOW b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 20 FT AND THE MAXIMUM 0 E+BANK ENT (CUT) STANDARD DRAWINGS. ANY CHANGES OR REVISIONVS THEREFROM ON THESE PLANS HOWEVER.' SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF VERTICAL HEIGHT OF FILL IS 17 FT SHALL BE APPROVED BY THE CITY ENGINEER PRIORI TO ANY THE MATERIAL AS APPROVED BY THE CITY ENGINEER. REMEDIAL GRADING QUANTITY = a7150 CY REQUEST FOP INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 3 . A .) AVERAGE DEPTH = VOLUME OF CUT (C . F .) 2.97 ' ' 2. IRRIGA SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE *ESTIMATE DOES ACT DNKIt� STAIPPINNGS UrIL ITY MEASUES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURE'S OPTIMUM LEVEL FAR THE GROWTH OF THE HYDROSEEDED GROWTH. OF CUT AREA OF CUT (S. F.) TRENCH VOLUMES OR ANY OVEREXC.AVA IF 2. THE SOILS FEPORT TITLED " GEOTEDWICAL INVESTIGATION! LOCATED AT THE WOW SITE. IT IS THE CONTRACTORS ENCINITAS COTTAGES, ENNCINITAS CALIFORNIA" PREPARED BY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 3. HYDROSEEDING SMALL CONSIST OF ALL THE FOLLOWING: B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) 2.97' REQUIRED BY SITE CONDITIONS ! GEOTECHNICS INCORPORATED PROJECT NO. 0461 - 016-00 DATED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR TO N T 1. SEED MIX SHALL CONSIST OF NO LESS THAN` OF FILL AREA OF FILL (S.F.) T OF F WO W. OCTOBER 1S 2" AND THE UPDATE LETTER TITLED " STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND CONTRACTOR ARE CORRECT PRIOR RI SATISFY SELF T TES " SHALL B ND E CONSIDERED AS LOCATION OF UTILITIES A NOTIFICATION OF COMMENCEMENT OF a. 20 lbs. PER ACRE OF ROSE CLOVER. . A PA OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE WORK: b. 20 lbs. PER ACRE OF ZOFNO FESCUE. EARTHWCW QUANTITIES ARE ESTIMATED FOR MIN AC OR C SAID REPOR RECOMMENDATIONS AND SPECIFICATIONS A . SEWERS - ESO 633 - 2770 c. 3 lbs. PER ACRE OF E SCHOOL CIA CAL IFORNICA . LEGAL DES ON PERMIT AJRPOSES ONLY. (CALCULATED ON A d. 4 Ibs. PER ACRE OF ACHILLEA MILLEFOLIA. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS 6 ELECTRIC - (800) 422 -4133 - DIG ALERT e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW). THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE DUE TO 94RIN'CAGE OR SWELL FACTORS). NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF f. 112 1b. PER ACRE OF OMEGA. RANGE 4 NEST, SAN BERNARDINO BASE AND MERIDIAN, IN THE rr� IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE C. WATER - SOWD (800) 422 -4133 - DIG ALERT g, ITEMS c, ct e, AND f OF THIS SUBSECTION MAY BE OMITTED ON CITY OF ENCINI COUNTY OF SAN DIEGO, STATE OF 1 T ..G .GE1 M 1 APPROVALS AND PERMITS FAR THESE SHALL BE REQUIRED IN LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE= (800) 422 -4133 - DIG ALERT FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. A P N 25B 112 S.D.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS ' 4. WRITTEN PERMISSION SHALL BE OBTAINED FOP ANY OFF -SITE E. CABLE TV (800) 422-4133 DIG ALERT h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A •• MAP BOUNDARY .•-•� GRADING, NITROGEN FIXING BACTERIA AND APPLIED DAY EITHER BY DRILLING S'� ADDRESS: N .E. COP. REOUEZA ST. LOT LINE - m 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 OR BROADCASTING BEFORE HYDROSEEDING. AND SAN DIEGO FREEWAY (I-5) 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WOOL ON THIS PROJECT. J. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JW -SITE IN ENCINITAS, CA 92024 EXIST. CONTOLRS TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE. (760) 633 -2770. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD (7601 633 -2770. ALL WD ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED CPR EXIST. EDGE OF PAVEMENT REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, CPa PRINTED ON T AYLOR HOMES, INC. SAID CONTAINERS. INSPECTION. P EXIST. SEWER 6 MAWME 0--s-PHONE PERFORMED � 1RV IN E, G�► �x�l: 6. BENCH DE RK WHICH! IS DISTURBED OR DESTROYED SHA� BE RE- REJECTION BENEF OF WILL BE SUBJECT TO j SLURRY AT THE A GENTS MAY BE THE CONTRACTOR. TO THE HYDRi0SEE0 OWNER ' S CERTIFICATE ��y4) Syi- �� EXIST. WATER LINE k► ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 2. TYPE i MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE WETLAND BUFFER OR A LIED LAND SURVEYOR. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND FECREATIM AREA - - - - -- PART, FOR HYDRAUL.IC:ALLY APPLIED FIBER MATERIAL. WHEN STRAW I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER 7. THE CONTRACTOR SHALL DESIGNS CONSTRUCT AND MAINTAIN ALL SOILS ENGINEERS CERI ICATE IS USED IT MUST BE A NCHORE D TO THE SLOPE BY MECHANICALLY WOOD FENCE PER LANDSCAPE -'-'-' -�-'- SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. OA GEOLOGIST HAS BEEN D WILL V RETAINED TO ARCHITECTURE PLANS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND z NtiW_r t�0_li& .4 REGISTERED CIVIL ENGINEER IN THE STATE OF COMP OVER ALL GRADI NG ACTIVITY AND ADVISE ON THE FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND CALIFORNIA, PRINCIPALLY SU LPHUR WITH 15X SUiLPM NUR BUSINESS IN THE FIELD CE APPLIED SOIL 3. FERTILIZER TWIG OF AMMONIUM PHOSPHATE SULFATE, 16 -20-0, COMPACT AND STABILITY OF THE SITE. STUCCO F PER LANDSCAPE REGU'_A TIONS. MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL APPLIED AT THE RATE OF 500 lbs. PER ACRE. ARCHITEC PLANS E CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ht OR UNDER MY AREAS TO BE HYDROSEEDEO SHALL BE PREPARED PRIOR TO KEYSTONE WALL B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) DIRECTION BETWEEN THE DATES Ws &O AND 2/2'+/03 . ONLY COMPLETE HYDROSEEDING BY. • OWNER: _ _ � SOUND W�rv� FENCE PER MILE OF A STRUCTURE FAR HUMAN OCCUPANCY SHALL NOT BE COPY OF THE SOILS T COMPILED FROM THIS STUDY, WITH MY TA `LOP WOODROW HOMES, INC. DATE LANDSCAPE ARCHITECTURE PLAN CONDUCTED BETWEEN THE HOURS OF 5+•30 P.M. AND 7.30 A.M. RECOMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY 1. ROUGHHE•NI% THE SURFACE TO BE PLANTED BY ANY OR A A CALIFORNIA CORPORATION. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER ALONG WITH UPDATE LETTER DATED ________ FURTI-ERMOREi I COW INATION OF EXISTING POWER POLE • HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE a. TRAGIC WALKING SLOPES STEEPER THAN 6 :1. DRAINAGE SNALEIDD:ECTION - -�- 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PFEGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PPaOXCT HAVE b. RIPPING AREAS THAT WILL NOT SPEAK UP USING ITEM 'e" ABOVE. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL CITY INSPECTOR CIVIL ENGINEER REQUIREMENTS OF STATE WA TER RESOURCES CONTROL BOARD PRESENT. PROP EASEMENT MEETING HAS BEEN HELD CNNSITE WITH THE FO VG F'E ENGIN 2. E SOILS SO SUITABLE BY: BEEN INN'ORPOAATEO IN THE GRADING PLANS AND SPECIFICATIONS. CONDITIONING THE THAT IT ITABLE FOR PLANTING (SWRCB) ORDER NO. 92- 08 -OWG (N. P. D. E. S. GENERAL PERMIT NO. Pfd. CONTOURS s p- • GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SIGNED: ------ -------- CAS000002) WATER DISCHARGE REQUIREMENTS FOR DISCHARGES CENTERLINE - SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION al TYPICAL CUT SLOPE ADVANCE BY CALLING (760) 633 -2770. RCE NO. :__ - ------------------- NOT SATURATED SEED BED. ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITERING PROGRAM 1.5x1 MAX PER PLAN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY EXP. DATE:__- 10_-0 (o b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT. LEACHING PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE a1 TYPICAL FILL SLOPE PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE ?,OF COVERING SALINE SOILS TO PROVIIUDEE VIABLE CONDITIONS FOR COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND 1.5:1 MAX PER PLAN ?,OFEss1O GROWTH. ACCURATE NOTICE -OF- INTENT (NOI) WILL BE FILED WITH THE _ w w DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE GEOTECNVICS INCORPORATED O pMEh' �q� HYDROSEEDED AREAS SHALL 8E MAINTAINED TO PROVIDE A VIGOROUS GROWTH SWRCB. A COPY OF THIS PROJECT SHALL FILED WITH THE CITY OF LIMITS OF G RADING CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 9245 ACTIVITY RD, STE 103 SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE SAN DIEGO, CA 92126 ����` o�9�F� UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED CPS FOR AREAS WHERE ENCINITAS WHEN RECEIVED: FURTHER, A COPY OF THE COMPLETED PROPOSED RIP FLAP n CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAILING HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS NOI FROM THE SWACB SHOWING THE PERMIT NUMBER FOR THIS ENERGY DISSIPATOR (858) 536 - 1000 a � No. C62962Y � COMPLETED AND ALL SECURITY RELEASED. PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN OPERATION. W ►� EXISTING GAS LINE G PAO�ECT Nn. 0461- 016-00 d Exp. &-N , RECEIVED. * � � � a 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING s !,,,�. � IN ADDITION THE UNDERSIGNED AND SUBSEQUENT OWNERS OF ANY GRASS LINED DITC.N PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL l �r c .'_ t � NOTES: EXISTING OVERHEAD POWER LINES OHP RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SMALL BE Foy NOTES: OF THE PROPERTY COVERED BY THIS GRADING PERMIT PROVIDED STATING: "THE GRADING UNDER PERMIT NO. ` ° NO . 1389 -G AND BY SWRCB ORDER NO. 92 -08 -DWG, AND ANY STORNrIWA TER PVC PIPE (DIAMETER PER PLAN) EROSION CONTROL 1 SUBSEQUENT AMMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL 12" x 12" AREA DRAIN UNLESS 1389 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE • ORiN1�6�E CM'ISl'RUCT►b#t f'EIfCiN� X11 �f !'tO��IT'1�If1p PROVISION AS SET FORTH IN SECTION C. 7 OF SWACB ORDER SH WITH THE APPROVED GRADING PLAN OR AS OWN ON 1. IN CASE EMERGENCY WOW IS REQUIRED CONTACT XLOW c TNT 00 UNV&VY Of T►(� WrT UwD 10PYTR fft T111z OTHERNISE NOTED ON PLAN THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE DAVID STEARN AT (949) 341 -1302 (24 MMOU4S) DU�CATIpN pf �l.l COIJSYitvCTloN 1►C'f�ViT'( N O . 92 -08-DWG . ' FOLLOWED BY THE DATE A SIGNATURE O THE CIVIL ENGINEER , C EANOUT ND r WHO CERTIFIES SUCH GRADING OPERATION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PROPOSED CONCRETE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL y�a� L�Oz -J /�z� �i�lG - SNOW FENCE -- CIE--- �Jl� -- 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT /910 OWNER OF LAND STRAW FIBER ROLLS =0000000 SOILS ENGINEER OR LNNDER HIS DIRECTION. HE SHALL INSPECT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF NAME DATE SOUND WALL PER LANDSCAPE AR HATT'ECT DRAWINGS AND AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TEMPORARY DEVICES WHEN RAIN IS IMMINENT. <f WILL DETERMINE - SUB SO IL S REPORTS AS REQUIRED AM S AND COMPACTION OF TRENCHES. HE MALL STATEMENT OF ENGINEER OF WORK � � - • �► � c�•�S �e _� .-- SUBIT SOS DETERMINE THE 3. DEVICES SHORN ON PLANS SHALL NOT BE MOVED OR MODIFIED SIGNATURE OF LAND OWNER CORPORATE OFFICER DATE -- SUITABILITY OF ANY FILL MATERIAL. WON COMPLETION OF WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED GENERAL PARTNER OR PROPRIETOR GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED Q INSTALL 6" CURB 6 GUTTER G -2 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE TO WOIRKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER THE ENNGINEER FURHHER AGREES THAT THE WORK PERFORMED HEREIN l/fY /0 S INSTALL 6" CUB G-1 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AFTER EACH RUN OFF PRODUCING RAINFALL. SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED PRINTED NAME OF ABOVE PERSON AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE INSTALL MIN 4" AC OVER 6" CLASS II BASE WA C THEIR INTENDED USE. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE ® INSTALL cow. DRIVEWAY (MOTH PER PLAm r7 TOR SHALL PROPERLY GRAQE ALL EXCAVATED MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE 13. THE CONTRACTOR ,�j/�`c��j� SURFACES T O PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING UNCOMPLEUNCOMPLETED CLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES PLANS OR DESIGR AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER 5Q STOP SIGN R-1 WHICH MAY ARISE. OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED TITLE OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARNESS ® CONSTRUCT TYPE '8-1 " CURB INLET (LENGTH D-2 DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM AWN ON PLANS) SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AREAS WHEN IMPOUNDED WATERS GATE A HAZARDOUS CONDITION. NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER Q CONSTRUCT TYPE '8" STOW DRAIN CLEANOUT D-10 E3 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH in i8" PVC STOR#MWA TER WA INSTALLED. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED D Y ��, D RAINP IPE (SOR 14. ALL AREAS TO FILLED SHALL PREPARED TO BE FILLED AND GRADING PLAN SHALL BE INCORPORATED HEREON. BY THE ENGINEER. FESSIO Pp t } ® INSTALL TYPE 'C -2" RETAINING WALL C FILL SHALL PLACED IN ACCCPDANICE WITH S TANDA RD 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY Calle Q Nq ; dalena ® INSTALL TYPE 'C" Cl !NET D-3 MATERIAL SHALL REMOVED BY THE TRACTOR FROM THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK �Q�O �� A '0qs Fti A�� �. S EncNni Las B? v d U- Mag SIDEWALK UN�lERORAIN -- SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 0 � � ® 0-27 AND ALLUVIAL SOILS SHALL BE RE14OVED TO SUITABLE FIRM 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE CD 3 N0. 29577 m y w ® STREET LIGHT E - NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AT THE END OF EAO.7-N WORKING DAY WHEN THE FIVE (5) DAY RAIN w m NO• ►-+ - f o A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT G!�-p a Exp . 03/31/07 PUBLIC IMPRO S +�?r� 4 �65 to PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ' PLACE; SPREAD. WATER AND COMPACT THE FILL IN STRICT whivic pr+sto Ita lim - "T� ': } INSTALL MA*0LE S -2 O ACCORDANCE WITH SPECIFICATIONS. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE `�!' CIVIL C1V11► �' = o `;;' INSTALL FIRE HYDRANT SOND P-1 DOI EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR �� F =: SITE INSTALL 1 " WATER SERVICE LATERAL SOND P-2A N 15. OJT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH A+equeze St INSTALL 4" SEWER LATERAL S - CA�Z GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 "� S SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE - n -+ INSTALL PEDESTRIAN RAMP G-27 SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. Ali ENGINEER OF WORK AND LEFT IN A NEA AND ORDERL Aw 6�"o 84 PROP 8" PVC SEWER MAIN S CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER PROP 8" PVC WATER MAIN W EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE PASCO ENGINEERING, INC. LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 535 N. HWY. 101, SUITE A PROP 4" PVC WATER MAIN W OF. THE ACCORDANCE�WITH THE GRADING OD�ANICE ALL BE ROUNDED IN LANDSCAPE CONDITION (8M) BEACH 1 CA 92075 58) 259 -8212 LOT INFO BLOCK: 16. ALL TREES BRUSH, GRASS, AND OTHER tELECTION40LE MATERIAL IN ACCORDANCE WITH SECTION 2324.510 OF THE ENCINITAS MUNICIPAL LOT NUMBER SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF O=F CODE PROPOSED GRADED SLOPES EXCEEDING 15 FEET IN VERTICAL HEIGHT FINNISH FLOOR SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SHALL BE PLANTED WITH TREES, SHRUBS, AND GRa)N COVER. PRIOR TO 149.7 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE APPROVAL OF 'ROUGH GRADING" BY THE ENGINEERING DEPARTMENT A FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF LETTER FROM A STATE LICENSED ,LANDSCAPE ARCHITECT SHALL BE 'PLANS NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText a ATED EARTfffORK �� NOruf -. PC . rte. _ �A !i�.5= `! ` 1• GRA DING IV TES 30,000 CUBIC YARDS EXCAVATION (CUT) 1. HYDAOSEEDING SHALL BE APPLIED TO ALL SLOPES THAT r�RE GRADED 6:1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 94% _ THE EXIS TENCE. AND LOCATION OF UNDERGROUND UTILITY PIPES (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE (EXCLUDING ANY EXISTING MAN MADE SLOPES) . 30,040 CUBIC YARDS EMBANKMENT ( FILL) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A a. THREE FEET OR MORE IN FILL AREAS. S PECI FICATIONS FOR PUBLIC_ WORKS A UNLESS SLOPE IS NOT 2. THE MAXIMUM VERTICAL . D CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE EXCEPT EPTH OF CUT IS 20 FT AND THE MAXIMUM 0 EMBANKMENT (CUT. THE STANDARD SPECI SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THERE ARE NO EXISTING UTILITIES AS SHOWN b. 5 FEET O T MORE IN HEIGHT 'IN CUT ARE KNOWLEDGE SUBJECT TO DUE TO EROSION RESISTANT CHARACTER OF VERTICAL HEIGHT OF FILL IS 17 FT REMEDIAL GRADING .QUANTITY = 6,760 CY CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL. ON THESE PLANS, I t: THE MATERIAL AS APPROVED BY THE CITY ENGINEER. DRAWI NGS. ANY CHANGES OR REVISIONS THEREFROM # DOES NOT INCLUDE STRIPPINGS, CtTILITY RAWI ROM HOWEVER A.} AVERAGE DEPTH VOLUME OF CUT tC.F.) _ .2.97' ESTIMATE STANDARD D E PRIOR TO ANY E PRECA UTIONARY IRRI GATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL /1T THE 3 ` BY THE CITY TAKE DUE PAECA 2. IRRI OF CUT AREA OF CUT (S.F.) TRENCH VOLUMES OR ANY OVEREXCAVATIDN, IF SHALL BE APPROVED THE CONTRACTOR IS REQUIRED TO T RE ,MEASURES TO QUEST FOR INSPECTION. PROTECT ANY EXISTING: UTILITIES OR STRUCTURES OPTIMUM LEVEL FOP THE GROWTH OF THE HYDROSEEDED GROWTH. - _ REQUIRED BY SITE CONDITIONS f TED AT THE WO�PK SITE. IT IS THE: CONTRACTORS YDROSEEDING 5'HALL CONSIST OF ALL THE FOLLOWING: i3 .) AVERAGE DEPTH - VOLUME OF FILL tS . F 97' LOCH 3. H REPORT NTACT THE FOLLOWING RESPONSIBILITY- 70 OF FILL AREA OF FILL ( T ESTIMATES TITLED " GEOTECHNICAL INVESTIGATION SOILS 2, THE ENCINITAS COTTAGES, ENCINITAS, CALIFORNIA RESPONSIBILITY TO CO " PREPARED BY r CT THE FOLLOWING OWNERS OF SAID UTILITIES OR 1. SEED MIX SHALL CONSIST OF NO LESS THAN: ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. GEOTECHNICS INCORPORATED PROJECT NO. 0461 - 016 -00 DATED S ONTA 20 STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND a. .Ibs. PER ACRE OF ROSE CLOVER. 2002 AND THE UPDATE LETTER OCATION OF UTILITIES AND t�rOTIFICA TION OF COMMENCEMENT OF RO FESCUE. EARTHWORK QUANTITIES ARE ESTIMATED FOR �� SHALL BE CONSIDERED AS L b. 20 Ibs.. PER ACRE OF ZOR PERMIT PURPOSES. ONLY. rr r (CALCULATED ON A OCTOBER 15, ALL D DONE :1ORK: c. 3 Ibs. PER ACRE OF E SCHOOL CIA CALZFORNICA. ,� DE CRIP THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY A PART OF THIS GRADING PLAN. ALL GRADING ' SHALL CE WITH THE RECOMMENDATIONS AND SPECIFICATIONS A. SEWERS 770 - ESD 633 -2 d . 4 Ibs . PER ACRE OF ACHILLEA MILLEFOLIA . THE SOUTH HALF OF THE SOUTHEAST IN ACCORDANCE FICATIONS ST .QUARTER OF THE DUE TO SHRINKAGE OR SWELL FACTORS). CONTAINED IN SAID REPORT. e . 3 Ibs . PEA ACRE OF ALYSSUM (CARPET OF SNOW) . o - -4133 -DIG -ALERT NORTHWEST QUARTER OF R�ARDINO BASE AND T 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVA L O F B. GAS G ELECTRIC (8401 422 CITY OF ENCINITAS TAS C SAN BE f. 112 1b. PER ACRE OF DIMORPHOLECA. RANGE 4 WEST, AUNTY OF SAN DIEGO, STATE OF LE GENM , I SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF C. WATER - SDI }'D (800) 422 -4133 DIG ALERT g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE LOCATIONS WHERE THE AREA BEING HYDROSEEE IS NOT VISIBLE CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. S.D.R.S.D. _SAN DIEGO REGIONAL STANDARD DRAWINGS APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN D. TELEPHONE - (800) 422 -4133 DIG. ALERT FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 258 - 112 -14 MAP BOUNDARY CONJUNCTION WITH IMPROVEMENT PLANS. BEGINNING CA TV - (8D0) 422 -4133 -DIG ALERT h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A N.E. COP. REQUEZA ST LOT LINE E. NITROGEN FIXING BACTERIA AND APPLIED DRY EIT►` 13Y DRILLING ' A SS: R JISSION SHALL BE OBTAINED FOR ANY OFF -SITE E HYDROSEEING. '. �` �� .'. _ `� AND .SANS - DIEGO FREEWAY (I -51 f h BR BEFOR OR BROADC r y ~ ' OFFICE 48 HOURS PRIOR T XIST. CONTOURS 4. WRI TTEN PE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY- ENGINEERS ENCINITAS, CA 92024 _ O ANY WORK ON THIS PROJECT. 1. ALL SEE MATERIALS SHALL BE TRANSPORTED TO THE JOB -SITE I EXIST. EDGE OF PAVEMENT H L TAKE ANY NECESSARY PRECAUTIONS REQUIRED UNOPENED CONTAINERS (760) 63 WITH THE CALIFORNIA DEPARTMENT OF FO �� 5. CONTRACTOR S TAYLOR WOODAOW HOMES, INC INC. AL PHONE: 3 -2770. �. T PROPERTIES DUPING GRADING OPERATIONS. AND AGRICULTURE CERTIFICATION TAG ATTACHE TO, OR PRINTED 0!�! -- -- ` --' �S CU31rtlTIG� 0 PROTECT ADJACENT T CO 1RV1�E,�p1 961$ HALL BE REPLACED OR THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOP SAID CO EXIST. SEWER. & MANHOLE . ANYTHING DAMAGED OR DESTROYED S HALL _ � ��MNq} - 341 ta�oa REPAIRED TO CONDITION T ION EXISTING PRIOR TO GRADING . ? ' INSPECTION. !'NONE: (760) 633 -2770. ALL WORK PERFORMED j. NON WITHOUT BENEFIT O -PHYTO -TOXIC WETTING AGENTS MAY - BE ADDED TQ THr HYDROSEED �' C- �' EXIST. WATER LINE ` MONUMENT OR f= .Il�,►SPECTION WILL BE SUBJECT TO SLURRY AT THE DISCRETION OF THE CONTRACTOR. ! RESPONSIBLE THAT ANY MD r R EMOVAL. . WETLAND BUFFER 6. THE DEVELOPER SHALL BE ERE ,REJECTION AND R� HALL B 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 Ibs. I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE CH STRAW MAY SE SUBST.iTUTED, ALL OR PROPERTY SHOWN ON - THE ATTACHED TENTATIVE MAP AND RECREATION AREA BENCH MARK WHICH IS DISTURBED OR DESTROYED S _ ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER PEA ACRE. TYPE . 6 MUL (STRAW OR A LICENSED LAND SURVEYOR. ART FOR HYDRAULICALLY APPLIED FIBER M ATERIAL. ��1HEN STRAW I (W HEREBY -CERTIFY THAT A REGISTERED SOILS ENGINEER WOAD FENCE PER LANDSCAPE - '- •' -' -' -' � � �.,T�` a ` , 9 �' CERTLFTCATEd S USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANIC OR GEOLOG HAS BEEN OR WILL BE RETAINED TO ARCHITECTURE PLANS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PUNCHING NO LESS THAN 50� OF THE STRAW INTO THE SOIL. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE STUCCO FENCE PER LANDSCAPE NCLLlDING SHDRIPJG, AND SHALL BE � COMPACTION AND STABILITY OF THE SITE. ARCHITECTURE PLANS SAFETY DEVICES, I _ 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, T AND . d a�r�C Rmvm rVeA REGISTERED CIVIL ENGINEER IN THE STATE OF - RESPONSIBLE FOP CONFORMING TO ALL LOCAL, �TA E CALIFORNIA, RINCIPALLY TING BUSINESS IN SHE FIELD of APPLIED SOIL WITH 15% SULPHUR APPLIED AT THE RATE OF 500 Ibs. PER ACRE. / KEYSTONE WALL FEDERAL SAFETY AND HEALTH STANOARDS, LAWS AND ��llg MECHANICS, NE�'4EBY CERTIFY THAT A SAMPLING AND . STUDY OF THE SOIL SOUND WALL /VIEW FENCE PER ` ^ �- Q� ,d THIN THIS SITE WAS MADE BY ME OR UNDER MY AREAS TO BE HYDROSEEDE SHALL BE PREPARED P�'-3 OR TO O( HER; REGULATIONS. CONDITIONS P, .� VALENT I CONSTRUCT TYPE _ , 2 �.'} 03 ONE COMPLETE NYDROSEEDING By; TA LOP t�00DROW HOMES, INC. DATE LANDSCAPE ARCHITECTURE PLAN DIRECTION BE THE DA TES 10�i5 02 AND Y OR A A CALIFORNIA CORPORA T I oN . EXISTING POWER POLE EQUIPMENT OPEAATD!G WITHIN .ONE - HALF (1/2) R EPORT COMPILED FROM THIS STUDY, WITH MY 1. ROUGHENIfVG THE SURFACE TO BE PLANTED BY A N B. GRADING AND COPY OF THE SOILS R_ MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY COMBINATION OF: DRAINAGE SW.ALE /DIRECTION CONDUCTED BETWEEN THE HOURS 0� 5:3D P.M. AND 7`30 A .M. ENGINEER, ALONG WITH UPDATE LETTER DATED ____ -__. -_ FURTHERMORE, I a DEVELOPMENT PROP EASEMENT , TRACK WALKING SLOPES STEEPER THAN 6 :1. _ DAYS AND CITY. RECOGNIZED J-fOLIDAYS. r AND CERTIFY THAT THE OF THIS PROJECT SHALL COMPLY WITH r H ALL . NOR ON SA TURDAYS, SUN HAVE REVIEWED THESE GRADING PLANS PROJECT HAVE b. RIPPING AREAS THAT �AdILL NOT BREAK UP US Ir�.rG TEt�! "�" ABOVE. ;REQUIREMENTS OF STATE WATER RESOURCES . CONTROL BOARD PROP, CONTOURS 1�0--- REGRADING RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS S - - �M NCE UNTIL. A P �- .�� PECIFICATION OILS SO THAT. IT SUITABLE_ !=C ?:� PLANTING BY.• (S�lRCB1 ORDER NO. 92 -08 -DWG (N. P. D. E. S. GENERAL PERMIT h10. 9. NO GRADING OPERATIONS SHALL COME THE_ FOLLOWING PEOPL BEEN INCORPORATE E IN Ti �� GRADING PLANS AND S 2. CONDITIONING THE S T CASOD0002) , WATER DISCHARGE REQUIREMENTS FOR DISCHARGES CENTERLINE MEETING HAS BEEN HELD ONSITE WI H y_ R CIVIL ENGINEER, SOILS ENGINEER, r OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTIO 2:1 TYPICAL CUT SLOPE PRESENT: CITY INSPECTO , �T.GNE: _ ____._____...._______- ACTI . IN ACCORDANCE WITH SAID PEAMI T, A STORM WATER a. ADJUSTING THE SURFACE SOIL MOISTURE TO PF�OVIDE A DAPf!? F�IJ 1 1,5;1 MAX PER PLAN GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE- MEETING NOT SATURATED SEED BED. POLLUTION PREVENTION PLAN (SWPPP) AND A MONITERING PROGRAM SCHE DULED WITH THE CITY AT LEAST 48 .HO . HALL BE SCHE URS IN � ______.....__ S °�..�_.- ._.....__ -.--- LEACHING FLAN SHALL BE DEVELOPED AND IMPLEMENTED 2;1 TYPICAL FILL - SLOPE RCE NO..___ EMENTED CONCURRENT WITH THE ITION OF SOILS AMENDMENTS ph ADJUSTMENT 1.5:1 MAX PER PLAN ADV ANCE BY CALLING (760) 633 -2770. b. THE ADD . - E SOILS TO PROVIDE VI COVERING SALIN CONDITIONS FOR COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND �, \V EXP. DATE.�_? - ACCURATE NOTICE -OF- INTENT (NOI) WILL 8E FILED WITH THE LIMITS OF GRADING ' 0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY :-- r_`°°° r _ GROWTH. °` i . rf f S PROJECT. THE °` �`` ._ .. "M' ` MAINTAINED TO PROVIDE A VIGOROUS GRO��TN SWRC�3. A COPY OF THIS. PROJECT SHALL FILED .WITH THE CITY OF PROPOSED RIP RAP PROPOSED CONSTRUCTION SITE WITHIN THIS GEOTECHNICS INCORPORATED -r. ' '~ _ - HYDRDSEEDE AREAS SHALL BE ._ ' '` FOR AREAS WH ERE ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED SUBM TO AND RECEIVE APPROVAL FROM HE <;"'�;: - °� = L THE PRIJJECT IS PERMANENTLY LANDSCAPE OR, ENERGY DISSIPATOR DEVELOPER SHALL S DE VELOPER 9245 ACTIVITY RD, STE X03 UNT CITY ENGINEER FOP THE PROPOSED HAUL ROUTE. THE DE f - ' `" NOI FROM THE SWRC8 SHOWING THE PERMIT NUMBER FOR THIS SAN DIEGO, CA ??126 ='� HYDAOSEEDING IS THE PERMANENT LANDSCAPING UNTIL THE PROJECT IS EXISTING GAS LINE SHALL COMPLY 1 -11TH ALL CONDI TIONS AND REQUIREMENTS THE P58 2 . J =. PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN MAY IMPOSE WITH REGARDS TO THE HAULING ( ) 536 -1000 r- - COMPLETED AND ALL SECURITY RELEASED. <_ RECET. VED . GRASS LINED DITCH CITY ENGINEER �,, i _ . '� w J OPERATION. DROJECT NO. 0461 - 016 -00 _ - - _; = IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS OF ANY EXISTING OVERHEAD POWER LINES NOTES. t1 . • _ -__ -� �f = POPT,ION OF THE PROPERTY COVERED BY THIS GRADING P ER MI T N OF THE WORK UNDER THE GRADING -- >,•,."� - � - - _ TIO AND ANY S TORMWA TER PVC PIPE (DIAMETER PER PLAN) -" 11. UPON FINAL COMPLE OR FINAL APPROVAL AND/ -_ � NO. ,1389 G AND BY SWRCB ORDER N0. 92 -08 -DWG, PERMIT BUT PRIOR TO FINAL GRADI --- SUBSEQUENT AMMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL 12 RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE " x 12" AREA DRAIN UNLESS .T -�a�' . .. s��5101 �� �- � - - • _ -- -- - --, 1. ORANG`E - �'0Ns RUC -1"tb: FFKC1N&. - SK�Lt �E M�1N'�'A�N�.n PROVISION AS SET FORTH IN .SECTION C. 7 OF SWRCB ORDER OTHERWISE NOTED ON PLAN PROVIDED STATING. THE GRADING UNDER PERMIT NO. Y _ SUBSTA CONFORMANCE Nlxwk TKE $pUNt Of TTKI WET 1ANt>1VFFf_ 141, 7?t rN10. 92 -08 -DWG. CLEANOUT 1389 HAS BEEN PERFORMED EMERGENCY WORK IS REQUIRED, CONTACT IN SUBS IN CASE EMERG N 1: ©t1 Y T10W A- C T I V 13`'(. R WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 1 • n o 1 ?. -1302 24 HOURS) 1?tJ� A� l O Q A�.L C S Rv CT PROPOSED CONCRETE ' THE ATTACHE AS- GRADED PLAN". THIS S/00 SNOW FENCE TATEMENT SHALL BE DAVID STEAR� J �, T (�49, 1 �� "� i�t�"s' STRAW FIBER ROLLS - - D BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER ��•gy'GOr� L FOLLOWS 2. EQUIPMENT AND HO�RKERS FOR EMERGENCY WORK SHALL BE MADE /� :r r �' 00000000 , E WHO CERTIFIES SUCH GRADING OPERATION. �., AVAILABLE AT ALL T SHALL BE STOCKPILED ON SITE A DATE IMES DURING THE RAINY SEASON. A T f �/� G O ,ftiFR Or LA SOUND WALL PER LANDSCAPE ARCHITECT DRAWINGS ® � 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED NECESSARY MA y HALL INSPECT CONVENIENT LOCA TION , TO FACILI RAPID CONSTRUCTION OF NAME - SOILS ENGINEER OR UNDER HIS DIRE F T IMMI NENT. - J S I ,; A C� utt�.� -- 4" �,,NC, o� F FILLS TEMPORARY DEV IC ES WHEN RA_.h I ��T � �G� AND BACKFILLS AND COMPACTION OF TRENCHES. H AND TEST THE EXCAVATION PLACEMENT AND COMPACTION 0 STATEMENT OF ET 3 M.E 1 �, .!� -� SIGNATURE OF LAND OWNER, CORPORATE OFFICER, D TE � � ! E SHALL AS REQUIRED AND WILL '.DETERMINE THE 3. DEVICES SHOWN ON FLANS SHALL NOT BE MOVED OR MODIFIED THE UNDERSIGNED SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF. ENGINEER AGREES THAT THE WORK PERFORMED CEr�r�'RAL PARTNER, OR PROPRIETOR G SUBMIT SOILS REPORTS W ENGINEERING INSPECTOR. r �? 0�`� TH�. ACCEPTED Q INSTALL 6" CURB GUTTER - �,, HOUT THE APPP VAL BY THE ENGINEER SHALL COMPLY WITH THE GENE RALLY THAT OBSERVA HE ENGINEERS TRADE OR PROFESSION. STANDARDS AND PRACTICES OF T' INSTALL 6" CURB G 1 GRADING OPERATIONS HE SHALL STATE E RESTORE ALL EROSION CO NTROL DEVICES S _ / IS SUPERVISION AND THAT A. THE CONTRACTOR SHALL ENGINEER 1-URHTER AGREES THAT THE WORK PERFORMED HEREIN �/ r TESTS WERE MADE BY HIM OR UNDER N - -{E SATISFACTION OF THE CITY ENGINEER THE - CORKING ORDER TO T HE RULES AND REGULATIONS 1�EQUIRED }- RTi�.tTE NAME Or ABOVE PERSON Q INSTALL MIN 4 " AC OVER 6" CLASS II BASE N IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO SHALL BE IN ACCORDANCE WITH THE CON S TRUCTED IN ACCORDANCE WITH THE LIN OFF PRODUCING RAINFALL . BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR Tt lf. APPROVED GRADING PLANS AFTER EACH P � INSTALL CONE. DRIVEWAY (WIDTH PER PLAN) G -1 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE .ACCEPTABLE FOR ��Et/�GG?ECT NTRACTOR SHALL ..- INSTALL ADDITIONAL EROSION CONTROL PLANS PREPARED BY THE ENGINEER CAL SUFFIC ENCY E STOP SIGN THEIR INTENDED USE. MEASURES AS F OR ADEQUACY OF TH ��it! /D 5Q A -1 5. THE CO �fAY 8E REQUIRED BY THE CITY ENGINEER- DUE TO CITY OF ENCINITAS OF THE TECH TITLE T .�r OPERATI OR UNFORESEEN CIRCUMSTANC AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER UNCOM PLETED GRAD.h.G ES PLANS OR DES IMPROVEMENTS BASE 0 R DESIGN OF I BASED 6a PE , B -1 " CURB INLET (LENGTH D -2 - 13. THE CONTAACT01 SHALL PROPERLY GRADE ALL EXCAVATED WHICH OF RESPONSIBILITY FOR THE PLANS SHOWN ON PLANS) O . SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WHICH MAY ARISE. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS - CONTROL SURFACE WATER AND AVOID THE CITY OF ENCINITAS AND ITS OFFICERS, , AND EMPLOYEES FROM a OF WATER. HE SHALL CONT AGENTS RESPONSIBLE AND SHALL TAKE FRO THE 7Q .CONSTRUCT TYPE "8" STORM DRAIN - CLEANOUT D -10 DAMAGE, TO ADJOINING PROPERTIES OR TO F INISHED WORK ON THE 6. THE CONTRACTOR SHALL BE PUBLIC TRESPASS ONTO PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY 1`RO SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT. EROSION NECESSARY PRECAUTIONS TO PREVENT ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /F-fER N/A 4 AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. NEGL ACTS, to 8 INSTALL 18" PVC STOAMWA F RESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT AGENTS OR EMPLOYEES LOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH - i DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN CONTROL MEASURES PROVIDED PEA THE APPROVED AGENCY AND EMPLOYMENT AND ARISING OUT .♦ a - A Y!•' rGl? DING NOTES NOTIFICATIONS HYDROSEED NOTES ENVIRONMENTAL DATA ESTIMATED EARTHWORK QU S 1. HYOROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 LL MDW SHALL BE DOZE IN A�ANC WOW THESE PLANS 1. THE EXISTEM� AND LOCATION OF U� ;GROUNI'1 UTILITY PIPES (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE. i. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 94X 30,000 CEBIC YARDS EXCAVATION (CUT) TTE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AM STRUCTUES SHOWN ON THESE PLANS WERE OBTAINED BY A a• THREE FEET OR MORE IN FILL AREAS. (EXCLUDING ANY EXISTING MAN MADE SLOPES). 30,000 CUBIC YARDS EMBANKMENT ( FW CONSTR CTIOP4 THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUa CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT Lx-. THE MAXIMUM VERTICAL DEPTH OF CUT IS 20 FT AND THE MAXIMUM 0 EMBANKMENT (CUT) SUBJECT TO EROSION DUE TO THE E ROSION RESISTANT (N,4AACT7 =A OF VERTICAL HEIGHT OF FILL IS 17 FT STANDARD DRAWINGS. ANY CHANGES OR REVISIONS � ON THESE PLANS; HOWEVER REMEDIAL GRADING ��, = 6760 CY ' SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY THE MATERIAL AS APPROVED BY THE CITY ENGINEER. FEQLEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 3 . A .) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 2.97' *ESTIMATE DOES NOT INCLUDE STAIPPINGS ' MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES 2. IRRIGATION SHALL MAINTAIN THE MOISTUR LEVEL OF THE SOIL AT THE OF CUT AREA OF CUT (S . F .) �� OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. TRENCH VOLUMES OR ANY OVEAEXCAVATION, THE SOI LS REPORT TITLED " 970TECWICAI INVESTIGATION LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR S 3. BY SITE CONDITIONS ENCINITAS COTTAGE54 ENCINITAS CALIFORNIA " PREPARED BY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO 3. HYDROSEEDING ST-N�4LL CONSIST OF ALL THE FOLLOWING 8 .) AVERAGE DEPTH VOLUME OF FILL (C.F.) 2.97 CEOTFCHNICS INCORPORATED PROJECT NO. 0461- 016-00 DATED CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 1. SEED MIX SHALL CONSIST OF NO LESS THAN OF FILL AREA OF FILL (S.F.) CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES OCTOBER la 2002 AND THE UPDATE LETTER TITLED " STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND ARE C04ECT PRIOR TO T OF MORK. " SHALL BE CONSIDERED AS LOCATION OF UTILITIES AM NOTIFICATION OF COMMENCEMENT OF a. 20 lbs. PER ACRE OF ROSE CLOVER. A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE WORK b. 20 lbs. PER ACRE OF ZOFF?O` EARTWW QUANTITIES ARE ESTIMATEO FOR DN' ACCOROAN E WITH THE RECOMMENDATIONS AND SPECIFICATIONS c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIF'ORNICA . LEGAL DES ON PERMIT PURPOSES DAL Y. (CALCULATED ON A CONTAINED IN SAID REPORT, A . SEWERS - ESO 633 - 2770 d. 4 lbs. PER ACE OF AC HILLEA MILLEFOLIA. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY 3. APPROVAL OF THIS PLA DO ES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT e. 3 lbs. PER ACE OF ALYSSUM (CARPET OF SNOW). THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE DUE TO SHRINKAGE OR SNELL FACTORS). TYPE OF DRAINAGE ACI I NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, L SII ZE SO OTS WITHIN STREET RIGHT -OF-W L SEPARATE OF C. WATER - SO WD (800) 422 -4133 - DIG ALERT f. 1/2 1b. PER ACRE OF DL40PPHOLECA RANGE 4 WEST, SAN BERNA . ENCIN B AD A ND MERIDIAN OF IN THE � Lr'GEND APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 9• LOCATIONS e WFIERE THE O F THI HY IS NO V CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF. D. TELEPHONE - !8001 422 -4!33 -DIG ALERT S.D.A.SD. =SAN DIEGO REGIONAL STANDARD DRAWINGS CON"\CTION WITH IMPROVEMENT PLANS. FROM EITHER A PUBIC STREET OR RESIDENTIAL STRUCTURES. . 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE E. CABLE TV - (800) 422 -4133 - DIG ALERT h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A A.P.N.: 258 - 112-14 MAP BOUNDARY GRADING. NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING .SITE ADDRESS: N.E. COP. REQUEZA ST. LOT LINE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 OR BROADCASTING BEFORE HYDROSEEDING. AND SAN DIEGO FREEWAY (I-5) 5. CONTRACTOR SMALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY hKN�K�NV THIS PROJECT. f . ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE uW -SITE IN ENCINITAS, CA 92024 EXIST. CONTOURS - - `� -" TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE' (760) 633 -2770. UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FO EXIST• EDGE OF PAVEMENT ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON OWNERlP TAYLOR N OODAOW HOMES. INC. REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 14 EXIST. SEWER & MANHOLE CONTAINERS. �CtfSN111b� INSPECTION. PH E (760) 633 -2770. ALL WORK PERFORMED 1RVINE�GA 4161a 0- ---- 5 ---- -0 6. THE DEVELOPER SiNALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT O= INSPECTION WILL BE SUBJECT TO j. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRiOSEED O «TNER'S CERTIFICATE (944) 541-1A00 - EXIST. WATER LINE --- -•--M BEACH MARK WHICH IS DISTURBED OR DESTROYED SMALL BE R� REJECTION AND REMOVAL. SLURRY AT THE DISCRETION OF THE CONTRACTOR. ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 2. TYPE 1 MULCH APPLIED AT THE RATE OF AV LESS THAN P-000 IbS. I HEREBY CERTIFY THAT I AM THE RECORD OWNER OF THE WETLAND BUFFER -- OR A LICENSED LAND SURVEYOR. PER ACRE. TYPE 6 MLLCH (STRAW) MAY BE SUBSTITUTED, ALL OR PROPERTY SHOWN ON THE ATTACHED TENTATIVE MAP AND RE'CAEATRW AREA - -'- PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER WOOD FENCE PER LANDSCAPE 7• THE CONTRACTOR 9 DESIGN CONSTRUCT AND MAINTAIN ALL SOILS ENGRVEER P S CERTIFICATE IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO ARCHITECTURE PLANS SAFETY DEVICES INCX.UDING SHORING, AND SHALL BE • PUNCHNING NO LESS THAN 50% OF THE STRAW INTO T � SOIL. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND z L0. Ct F�tY_1t_.f_tidO1 4 _ PEGISTEAED CIVIL ENGINEER DV THE STATE OF 3 FERTILIZER CONSISTING CF AMMONIUM PHOSPHATE SULFATE: 16- 2+0 -�0. COMPACTION AND STABILITY OF THE SITE. STUCCO FENCE PER LANDSCAPE FEDERAL SAFETY AND HEALTH STANDARIDS LAWS AND CALIFORNIA, PRINCIPALLY ING BUSINESS IN THE FIELD OF APPLIED SOIL WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACHE. ARCHITECTURE PLANS FEGULA TIOVS• MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY AREAS TO BE HYDROSEEOIED SHALL BE PREPARED PRIOR TO SOUNO NNE WALL B. GRADING A EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) DIRECTION BETWEEN THE DATES J9 _ I '�I ONE C OMPLET E HYDROSEEDING BY.' OWNER: - - - _- j O�N�D WALL/##IEW FEIN PER �iSpl AM 1 2 03 TA L OR WOODROW HOMES, INC. DATE MILE OF A STRUCTURE FOR HUA4AN OCCUPANCY SHALL NOT BE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 1 ROLC4-ENIND THE SURFACE TO BE PLANTED BY ANY OR A A CALIFORNIA CORPORATION. LAADSCAR'E ARCHITECTURE` PLAN MILE BETWEEN T HOURS OF 5:30 P.M. AND 7:30 A.M. RECO4 ENDATIOW HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY COMBINATION OF EXISTING POWER ROLE � NOR ON SATURDA SUNDAYS AND CITY RECOGNIZED HOLIDAYS. ENGINEER ALONG WITH UPDATE LETTER DATED FURTHERMORE I a, TRACK WALKING SLOPES STEEPER THAN 6 :1. DRAINAGE SWALE/OIHECTIONY ND CERTIFY THAT THE DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH AL • • • ----� HAVE REVIEWED THESE GRADING PLANS AL 9. NO GRADING OPERATIONS SHALL UNTIL A P�ADING RECOMMENDAT IMC;LUED IN THE SOILS REPORT FOR THIS PROJECT HAVE b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD PROP EASEMENT MEETING HAS BEEN HELD ON,SITE WITH THE FOLLOWING PEOPLE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 2• CONDITIONING THE SOILS SO THAT IT SUITABLE FOR PLANTING BY: (SWRCB) ORDER NO. 92- 08 -OWG (N. P. O. E. S. GENERAL PERMIT NO. PROP. CONTOURS --140 - PRESENT: CITY INSPECTOR, CIVIL ENGINEERS SOILS ENGINEERS CAS000002), WATER DISCHARGE REQUIREMENTS FOR DISCHARGES CENTERLINE - GRADING CONTRACTOR AND PSWITTEE. THE PREGRADE MEETING SIGNED.' -- - - - --- a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP, BUT OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION al TYPICAL CUT SLOPE SHALL BE SC+ULED WITH THE CITY AT LEAST 48 HOURS IN ACTIVITY. , A STORM WATER ADVANCE BY CALLING (760) 633 -2770. RCE NO. :__s2Z_ _ -- __ - NOT SA 1U4A TED SEED BED. IN ACCORDANCE WITH SAID PERMIT t .5:1 MAX PER PLAN POLLUTION PREVENTION PLAN (SWPPP) AND A MONITEAING PROGRAM b. THE ADDITION OF SOILS AMENDM ENT& Ph ADvbSTMENT. LEACHING PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE al TYPICAL FILL SLOPE 10. PRIOR TO N•MULDW DIRT OR CONSTRUCTION MATERIALS TO ANY EXP. DATE fc t-j30_ O(o OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND 1.51 MAX PER PLAN PROPOSED CONSTRUCTION SITE WITHIN THIS PPAECT THE v 0ESSi a GROWTH. ACCURATE NOTICE -OF- INTENT (NOI) WILL BE FILED WITH THE LIMITS OF GRADING w w DEVELOPER SHALL SUBMIT TO AM RECEIVE APPROVAL FROM HE GEOTECHNVICS IACGRPORA TED o Q ti� G ►,MENp l � HYOa05EEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH SWRCB. A COPY OF THIS PROJECT SHALL FILED WITH THE CITY OF CITY ENGINEER FOR THE PROPOSED HALL ROUTE. THE DEVELOPER 9245 ACTIVITY FD, STE 103 ��` UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE ENCINITAS WHEN RECEIVED: FURTHER, A COPY OF THE COMPLETED PROPOSED RIP RAP SHALL COMPLY WITH ALL CONDITIONS AAD REQUI4EMENTS THE SAN DIEGO, CA 92126 ��` � � � HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS ENERGY DISSIPATOR f CITY ENGINEER MAY IMPOSE WITH REGARD'S TO THE HAULING (858) 536 -1000 No C62962Z 9 COMPLETED AND ALL SECURITY RELEASED. PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN EXISTING GAS LIVE G RECEIVED . OPERA W PROJECT AV. 0461- 016-00 * Exp � � k ,, GR as`s LDUED DITCH a a a 11. UPOV FINAL Ca%R TIONV OF THE kURK UNDER THE GRADINRG d cfvn. NOTE IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS OF ANY EXISTING OVERHEAD POWER LPES OFP PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AMIOR FINAL % OF � A`% Fpg PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE NO. 1389 -G AND BY SWRCB ORDER NO. 92 -08 -DWG, AND ANY STORMWATER PVC PIPE (DIAIETER PER PLAN PROVIDED STATING "THE GRADING UNDER PERMIT NO. EROSIONCONTROL f SUB SEQUENT AMMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL 12" x 12" AREA DRAIN UNLESS • 1369 -G HAS BEEN PEAFOFIMED IN SUBSTANTIAL CONFORMANCE I. 'ORhW&,f CWSTKUCT FENCIW& 51MV1. 1W ?' k19TIlt9tV PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB ORDER OTHERWISE ACTED ON PLAN WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 1. IN CASE EMERGENCY WORK IS REQUIRED. CONTACT AL01J6, THE 80UN0 Of TPt 1JKT 11wD IVF"R FOR. T1tE NO. 92 - 08 - DWG. THE ATTACHED AS GRADED PLAN ". THIS STATEMENT SHALL BE DAVID STEARN AT (949) 341 - 1302 (24 HDQRS) WK&TION OF ALL COWS1jtv ?'(. CT1M m-riVI Cx EAAC>UT r FOLLOWED BY THE DATE AM SIGNATUE OF THE CIVIL ENGINEER PPOPO +� - �g" rl"iIJrUJGtJ Vl/IYId'iC i G MHO CERTIFIES SUCH GRADING OPERATION. 2. EQUIPMENT AND WOWERS FOR EMERGENCY WOW SMALL BE MADE AVAILABLE AT ALL TINES OURIAD THE RAINY SEASON. ALL `" ' ' Ldp Lc, � � - SNOW FENCE 12. ALL GRADING SHALL INSPECTED AM TESTED BY A QUALIFIED NECESSARY MATERIALS SHALL BE STOCCP LED ON SITE AT //9/0 OWNER of LAND STRAW FIBER AQLLS SOILS NAME DATE S ENGINEER OR UNDER HIS DIRECTION. HE 91ALL INSPECT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 00000000 SOUND WALL PER LANDSCAPE AAGNI7ECT +�A iW2Nv"�. . AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TEMPORARY DEVICES WHEN R4IN -IS IMMINENT. _ AND BACCFIL.LS AND COMPACTION OF TRENCHES HE S 4LL STATEMENT OFENGIlVEER OF WORK ND SUBMIT SOILS REPORTS AS REQUIRED A WILL DETERMINE THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED SIGNATURE OF LAND OWNER CORPORATE OFFICER, D TE SUITABILITY OF ANY FILL MATERIAL. UPONN COMPLETION O= WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED GENERAL PARTNER OR PROPRIETOR 6RADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED INSTALL 6" CURB &GUTTER G -2 TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT 4• THE CONTRACTOR SHALL FESTOE ALL EROSION CONTAa DEVICES STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. y�v s INSTALL 6" CURB C_1 IN HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS WERE TO WORKING ONEEA TO THE SATISFACTION OF T CITY ENGINEER THE ENGINEER FURHHER AGREES THAT THE WOW PERFORMED HEREIN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AFTER EACH RUN OFF PRODUCING RAINFALL. SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED PRINTED NAME OF ABOVE PERSON ® INSTALL MIN 4" AC OVER 6" CLASS II BASE WA AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE THEIR INTENDED USE. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE ® INSTALL cac. DRIVEWAY (WIDTH PER PLANS 6-14A MEASUES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE 13. THE CONTRACTOR N7RACTOR SHALL PRGMPER Y GRADE ALL EXCA VA TED UNCOMPLETED GRADING OPERA TION OR UNFORESEEN CIRCUMSTANCES PLANS OR DESIGN, AAD -IT THEREFORE DOES NOT RELIEVE THE ENGINEER TITLE STOP SIGN RR-1 SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING WHICH MAY ARISE. OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED CONSTRUCT TYPE 'B-1 " CURB INLET (LENGTH D-2 CE WATER. HE SHALL CONTROL SURFACE WATER AND AVOID THEREON. THE ENGINEER AGREES TO INDEWIFY AND HOLD HARMLESS SHOWN ON PLANS) DAMAGE TO ADJO INING PROPERTIES O TO FINISHED WOR ON THE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AM SHALL TAKE THE CITY OF ENCINITAS AND ITS O FFICERS AGE AND EMPLOYEES FROM SITE AND 94ALL TAKE OF FRESHLY GRADED AR E SUCH TTIME PREVENT PERMANENT ION ANECES CAS _ WTERS CREATE A HAZARDOUS CONDITION. AE GENT ONTO ERROR OR OA OM INJURY ARISING SOLELY I SSIONS OVS OF THE ENGINEER AID THE HIS/HER CONSTRUCT TYPE 'B" STORM DRAIN CLEANOIIT 0-10 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH INSTALL 18" PVC STOAMWATEA WA INSTALLED. 7. ALL- EROSION CONTROL MEASURES PROVIDED PER THE APPROVED AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WOW R?ERFOFThED �h: - ' ►�., ClggnNp� (SOP 14. ALL AREAS TO RBE FILLED SHALL BE PREPARED TO FILLED AND GRADING PLAN SHALL BE INCORPORATED HEREON. BY THE ENGINEER. ApFESSIO t CaIIe ® INSTALL TYPE - C-2 - FETA IIVINCi MALL C -2 FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 8. GRADED AREAS AROAV THE PROJECT ECT PERIMETER MUST DRAIN AWAY A Q Nq ( M Magdalena ® INSTALL TYRE "C" CUM INLET D-3 SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WOW Q U O �� . p l ; 4 ,FL !•�• S y En BI vd MM TERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE DA Y. ® S u"'EWALK UNDEFDRADV 0-27 SLFIFACaE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ' • �. AND ALLUVIAL SOILS SHALL BE REMOVER TO SUIT ABLE FIRM 9. ALL �VABLE PROTECTIVE DEVICES SRW STALL BE IN PLACE w � No . 29577 0 y STREET LIGHT E - -! N A TURAL GAOUNND. THE EXPOSED SOILS SHALL BE SCARIFIED TO AT THE END OF EACH WORKING DAY WFEN THE FIVE (5) DAY RAIN = o PUBLIC L'RO A DEPTH OF 12 DVO}ES AND THEN COMPACTED TO A MINIMUM O= 90 PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT 6 d EX 03/31/07 4 �65 y PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO AND OTTER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. WR�1�E pASCo RCE 15517 yA't� '' - a INSTALL MANHOLE S - O PLACE, SPREAD, WATER AM COMPACT THE FILL IN STRICT CIVIL N INSTALL FIRE HYDRANT SOWD P D04 ACCORDANCE WITH SPECIFICATIONS. 20. SNbIAD GERMINATION OF HYDROSEEDED SUES FAIL TO PROVIDE 4 SITE INSTALL 1" WATER SERVICE LATERAL BEND P-2A EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR OWF DpL1F N •'� 0. CUT AND FILL SCOPES SHALL BE CUT AND TRIMMED TO FINISH TO NOVEMBER 15L THE SLOPES SHALL BE STABILIZED WITH � � Aequeza St - - INSTALL 4 " SEWER LATERAL S-13 GRADE TO PRODUCE SMOOTH SURFACES AM UNIFORM CPOSS PU1YCED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 � y -� DNISTALL PEDESTRIAN RAMP ` 6-27 SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE - SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY 77-E OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1 �.. s PROP 8" PVC SEWER MAIN -S_ ENGINEER OF WORK AM LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER m PROP 8" PVC NA TER MAIN M EXPOSED OR EXCAVATION OR EMEANKMENT SLOPES WHICH ARE PASCO ENGINEERING, INC. PROP 4" PVC WATER MAIN W LIABLE TO BECOME LOOSENED SHALL BE COVED AND DISPOSED 535 N. HWY. 101, SUITE A CF. THE DANC W THE �� ��� BE D IN LANDSCAPE CONDO T ION 858) 259- 8212CA 92075 LOT INFO BLS: 16. ALL TREES BHUSK GRASS AND OTHER CBJECTIONABL€ MATERIAL IN ACCOROAACE WITH SECTION 2324-510 OF THE ENCINITAS MUNICIPAL =LOT MJMI9ER SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF C'ODF_ PROPOSED GRADED SLOPES EXCEEDING 15 FEET IN VERTICAL HEIGHT t 149. 75' = FINISH FLOO' THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT SHALL BE PLANTED WITH TREES, S41OZ AM GADUdDCOVER. PRIOR TO HA BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE APPROVAL OF 'ROUGH GRADING" BY THE ENGINEERING DEPARTMENT. A 149.25 = PAD ELENA TION FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF LETTER FF04 A STATE LICE=NSED ,LANDSCAPE ARCHITECT SHALL BE • PLRNS ?t ?Af-tD UNDER TE SUPEIW1tION OF VICliN l l A1A /1247 - D7 F DEBRIS FILL SHALL BE SECURED H ED FROM E SOILS ENGINEER AND SUBMITTED TO THE . PLANNING I MALDM(t DEPARTMENT CERTIFYING 3 8 0 8 =PLAN TYPE CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. THAT ALL SLOPES EXCEEDING IN HEIGHT SHALL BE PLANTED WITH AN �14'fE. � (3- INDICATES LVAH LE) PLAN) ATION STY APPF0 TE COMBINATION OF TREES. SHRUBS, AND GROUr`DCOVER THAT (B-INDICATES ELEVATION MEET THE 'FIRE DEPARTMENT GUIDELINES FOR PLANTING IN DEVELOPMENTS 'd Rat NO• �9S 7� (X- INDICATES INCLUSIONAAY HIXJSIVG UNIT') SUBJECT TO FUEL MODIFICATION, INCLUDE WLY NON- -INVASM NATIVE: I„ AY NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText