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2008-10087 G (Plans) GRADING NOTES STORMWATER POLLUTION CONTROL 1 THE STANDARD SHALL BE DONE IN ACCORDANCE WITH SPECIFICATIONS FOR PUBLIC WORKS HESE PLANS, BMP NOTES RELATIVE TO CONSTRUCTION ENVIRONMENTAL NOTES: LEGAL DESCRIPTION CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ACTIVITIES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 50% THAT PORTION OF THE NORTH HALF OF THE NORTHWEST QUARTER CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL (EXCLUDING ANY EXISTING MAN MADE SLOPES). OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM CONCRETE WASHOUT MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 10,6FT AND THE MAXIMUM OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF ON FILE WITH REQUEST FOR INSPECTION. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE VERTICAL HEIGHT OF FILL IS 4 FT THE SAN DIEGO COUNTY RECORDER. 2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION, PROPOSED WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO 3. A.) AVERAGE DEPTH = VOLUME OF CUT ADDITION TO EXISTING SINGLE-FAMILY RESIDENCE AND NEW SWIMMING WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO OF CUT AREA OF CUT S.F. A. P. N. : 259-131-51 THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. POOL 237 SEEMAN DRIVE ENCINITAS CA BY HETHERINGTON CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 16470 C.F./5351 S.F. = 3 FT ENGINEERING INC DATED MARCH 3 2008 SHALL BE CONSTRUCTION SITE ACCESS SITE ADDRESS CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING 237 SEEMAN DR SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) DRIVE = ENCINITAS, CA. IVE AND SPECIFICATIONS CONTAINED IN SAID REPORT. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES OF FILL AREA OF FILL S.F. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I 16470 C.F./10500 S.F. = 1.60 FT OWNER/PERMITTEE 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF PANELS/PLATES. JOSEPH J. WEBER AND IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE CONSTRUCTION VEHICLES LINDA SORENSEN WEBER APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN 237 SEEMAN DRIVE CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED ENCINITAS, CA. 92024 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE ^ GRADING. EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. o\,` 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED EROSION CONTROL N.' TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. N, ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING ESTIMATED EARTHWORK QUANTITIES EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. SAN DIEGUITO WATER DISTRICT NOTES 610 CUBIC YARDS EMBANKMENT BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLICENDSEDNLDANDPLACED BY A REGISTERED CIVIL ENGINEER NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. �� 0 CUBIC YARDS EXPORT* DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE 5 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION BLVD A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE * ESTIMATE DOES NOT INCLUDE STRIPPINGS, POOL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ENCINITAS g EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR EXCAVATION, UTILITY TRENCH VOLUMES OR ANY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND z STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. OVEREXCAVATION, IF a FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE w REQUIRED BY SITE CONDITIONS 2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E. LINE CROSSINGS, REGULATIONS. PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL u� a LINE PARALLELING, OR PROPOSED CONNECTION SHALL SIGN, VERIFIED. ALL EXISTING CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS " OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS ARE CORRECT PRIOR TO COMMENCEMENT OF WORK . 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) UNNECESSARILY; THEY HELP DECREASE EROSION. PRINCEHOUSE LN MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE SHALL BE SHOWN IN IMPROVEMENT PLANS. ELECTRICAL ABD SEWER TO CROSS CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7: 30 A.M. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION SWEET W UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO EARTHWORK QUANTITIES ARE ESTIMATED FOR NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL ALICE LN o WATER DISTRICT. PERMIT PURPOSES ONLY. (CALCULATED ON A BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING SHIELD AND BIND THE SOIL. m 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST DUE TO SHRINKAGE OR SWELL FACTORS) . MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VAVLES, PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING GRADING ACTIVITIES ARE COMPLETE. WATER FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ADVANCE BY CALLING (760) 633-2770. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 4. UTILITIES TO MAINTAIN 5-FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY ON-SITE CONSTRUCTION MATERIAL STORAGE `�r��r�+� *� A D 5. MINIMUM HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS 7�� PROPOSED DEVELOPER CONSTRUCTION SUBMIT TIOEAND HRECEIiVE APPROVAL FROM HE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE Y ICII 111 1 1Yll�" AND SAN DIEGO GAS AND ELECTRIC VAULTS. LEGEND CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL NOT TO SCALE 6. ALL WATER SERVICES TO BE CONTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT 1147-E6 TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR ALL FUEL STORED ON-SITE. #1147-E6 BOUNDARY LINE - - OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING STOCKPILES MAY DINCLUDE RSOIL, PARING TMATERIA S,FROM HALT CONCRETE,PAGGREGATE NOTIFICATIONS SETBACK LINE RELEASE BUT OF SECUR T�, FINAL AS-GRADED G PCERTIF FINAL BE BLOWS AND STORMDRAIN INLETS. AWAY COVEREDTORTPROTECTED STORMWATER SOILS ENGINEER'S CERTIFICATE CENTERLINE - PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10087-G WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE BARRIER AROUND THE PERIMETER AT ALL TIMES. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A I, DANNY COHEN, A REGISTERED CIVIL ENGINEER IN THE STATE OF EXISTING CONTOURS - - - 65 - - - - APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES TRAINING ON THESE PLANS, HOWEVER: THIS QE EXISTING EDGE OF PAVEMENT SUCH GRADING OPERATION. DIRECTION BETWEEN ETHE WDATES C91-0�®� WAS ® 0lL�. ONE COMPLETE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY EXISTING RETAINING WALL 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S ENGINEER, -ATE -LETTER DATED-_________ FURTHERMORE, I AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE EXISTING BUILDING AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND BEEN INCORPORAT IN THE--GRAMN2 PLANS AND SPECIFICATIONS. SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF PROPOSED SPOT ELEVATION FS=360.00 GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND WASTE MANAGEMENT WORK: SIGNE o "• TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT -----------'`----- ----- IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE A. SEWERS - ESD 633-2770 RCE NO.: __ 41937 PROPOSED 6" AREA DRAIN ❑ CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE ------ f "N AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE B. GAS & ELECTRIC - SDG&E 800 422-4133 - DIG ALERT 3-31-10 THEIR INTENDED USE. A;C'(0t, 14Aaf5 0 AR0f#JA -fp tR1v CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ( ) EXP. DATE: _______________________ __ u N PROPOSED 4" PVC STORM DRAIN chnflMh ( o C. WATER - SDWD (800) 422-4133 - DIG ALERT b PROPOSED BUILDING WALL 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT , OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DRAINAGE DIRECTION -� DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT E. CABLE TV - COX (800) 422-4133 - DIG ALERT SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 PROPOSED PE�Vi0u5 CAw►GRE1E PAVER _i_ _�DRAINAGE AND AND EROSION CONTROL MEASURES HAVE BEEN MATERIAL. HOURS PRIOR TO !BEGINNING ANY WORK ON THIS PROJECT. DRIVEWAY INSTALLED. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, PHONE` (760) 633-2770. STATEMENT OF ENGINEER OF WORK -- 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER PROPOSED MASONRY RETAINING WALL FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS REJECTION AND REMOVAL. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS LIMITS OF GRADING `V W W SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION ON LANDFILLS 0 WNER S CERTIFICATE FOR THE PLANS PREPARED BY ENCINITAS. ENGINEER ENGINEER S NOT AA CAPACITY AS OP BY THE ENTITY OF AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. � REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY DRAINAGE SWALE �--" NATURAL GROUND, THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RECYCLING RECEPTACLES AROUND THE SITE. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY ACCORDANCE WITH SPECIFICATIONS. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY THESE PLANS. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SURFACES. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES THE WORK PERFORMED BY THE ENGINEER. SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THE IMPROVEMENTS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE BY: LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR STEVEN R. JO DATE OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ACCORDANCE WITH THE GRADING ORDINANCE. OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION U �J 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL AND STABILITY OF THE SITE. P Q,QFESSjp Nq q SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF QF��N R . THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT /1 <v J 7i 2 HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ® RCE 65124 FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF JOSEf JY&VBER dATt H N z DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND w N0 . 65124 m O CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. m Exp . 09/30/09 a LANDSCAPING LINDA SORENSEN WEBER DATE tj qN OFIVI Q CA 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANC WITH CONFORM NTOATHE PROVED BY THE CITY ENGINEER. PLANS CITY OF ENCINITAS GRADING ORDINANCEHANL AS-8UILT$ ) PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT PARKS & RECREATION BMP STATUS ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. COASTAL LAND SOLUTIONS, INC. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL REVIEWED BY: R VIEWED Y: W REVI BY: 573 SECOND STREET SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION 3-25-12 _ ------ fix! Q�'� --- ' _ - - -- --- - - -- -STANDARD - - - p� ENCINITAS, CA 92024 OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 5TE1/EN R 6JONES DATE f-7-0 17 4/l/09 % �f� - PH (760) 230-6025 R.C.E. 65�L4 EXP 9-30-/3 DATE: DATE. DATE: - T FAX (760) 230-6026 a SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED REVISIONS APPROVED DATE ERENCES DATE a �` „ BENCHMARK SCALE PLANNING & BUILDING DESIGNED 8Y DRAWN BY _ CHECKED BY__-_ -say i SRJ - --SCE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS- GUILTS u. _1 ___ A _ ii /S I FOUND WELL�MONUMENT STAMPED "LS 3997" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR D GRADING PLAN FOR: H AT CENTER OF CUL-DE-SAC, NORTH END OF REVIEWED B d r , �; � 1008 '7- G - --_ -- - - OAKCREST PARK DRIVE AT ENTRANCE TO HORIZONAL N�------ �' DATE: _/�'/®q BY yL� BY: - �J ( SEEMAN DRIVE OAKCREST MIDDLE SCHOOL. CITY OF ENCINITAS CONTROL NETWORK POINT �/•9' 0 -- -- - R.C.E. N0. 6b124_ __ -- -- - - - - "ENC-30" PER R.O.S. N0. 18416. VERTICAL N --- -OT ST VEN . NES -- DATE: 4/Z'gjo-j BATE: - DATE: EXP. 9-30-09 L r ELEVATION = 388.479' DATUM = NAVD88 WORK PROJECT NO. APN #259-131-51 SHEET 1 OF 3 \\Served\c\CLS SHARED FILES\CLS Job Files\CLS#866 WEBER (SEEMAN) \ARCHIVE\CLS#866 WEBER GP 3 24 09 . pro GRADING AND DRAINAGE PLAN GRAPHIC SCALE i "=20 ' O 0 20 40 60 1�\�``; (1 I z I s \„ 16' 20 1 IIIII \ III \ \ III ( I \\ �I IIIIIIIjIIII j 1 \ I \ I II IIr" I'm woo I IM I \ \I 1 1 I \ \ IPwl I III 1 G�^ caA V \ P6Cd 3 II I I I I I I I I I I I I I j I l I i I I l I j I MAP wom lilt I I IIIII 2%pH �99D_TOT_@T IIII I LaFH 299D 101 4 1 I ) EXISTSFING TRANORMER BOX \ II � _, � I \ __. _ - _ �- �/ / / / 1 \ \ S� � I I � ., •,-" _ - - -_- - ---;�/ I IIIII I I I I f \ N�9'3G "W 31.70') / / I ( I I i 1 / E =367.70 I - r EASEMENTS: w , I - - - I I - I I I EXISTING .D W D I I / 10% / ( EXISTING 16• WI E 0°1 I I \ \ EX - �=370.P0 I I I EXISTING ENCUMBRANCES LISTED BELOW ARE PER PRELIMINARY EXISTING POWER POLE I I I HAND HOLE, / _ _ ,/ W� I I N 1>s I I 1 \ ASPHALT AY EE TITLE PREPARED BY CHICAGO TITLE COMPANY ON OCTOBER 31, 2008 I \ NO. BACKING ROCK ° - AS ORDER N0. 880005097-P01 I I ENERGY DISSIF'ATOR ® EXISTING EASEMENT GRANTED TO SDG&E, RECORDED ON NOVEMBER 26, 1929 IN BOOK 1703, PAGE 370 OF DEEDS. SLOPE SHALL BE GRADED To ; PROVIDE A ROUNDED AND ATCH REPRESENTS GF' SS Y I I UNDULATED NATURAL LOOK. I I SWALL BMP FOR STORMPWATE / �/ I II I I I ( \ \ \\ SAID DOCUMENT MAY CONTAIN BLANKET RIGHTS USE 2:1 MAX AT VARIOUS W I \ TREATMENT TO BE PRIyATEL p / . /' EX CONC. I I I \ \ OVER THE SUBJECT PROPERTY. THE APPROX. LOCATIONS AS SHOWN I SW M*10T•Asor MAINTAINED AND SHALL Nor I I / REM7IINS I I I I \\ 1 E\ \ t •, To BE MODIFIED WITHOUT / /'" EXISTING p, \ CENTERLINE OF THE EXISTING POWER POLES I I I 1 1 0400020L, PERMIT FROM THE cITY, I \ 126117 \ r R - HOUSE I I \ HAS BEEN DEPICTED HEREON. I I 1 1 \ gM , E�►t B,DETAIL THIS SHEET ; \ / A / REMAINS I I I I I I 1 \\ O EXISTING EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION EXISTING t5' WIDE \ \ I R&G'1H��2o12 FF=371.10 III I I I I \ DISTRICT, RECORDED ON JULY 24, 1939 IN BOOK 931, PAGE 26 OPEN SWALE I �\ 1 I QOe40.K T� \ \ EX PATIO I I ► \ \ \ �,�o REMAINS OF OFFICIAL RECORDS. I I \ I I y / \1 ., of \\ \ 69 \ I I , � a PROPOSED I I I I I EXISTING EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO \ 1 ' GRADING LIMITS- % *, \ RETAINING WALL I I r ',�` \ p 1 I % 20' ` PER SDRSD C-1 FOR PUBLIC ROAD PURPOSES, RECORDED ON APRIL 21, 1942 �' IN BOOK 1334 PAGE 307 OF OFFICIAL RECORDS. ��i \ \ o i �: \ I E I I \ \ ON'`JQ 1 HP=355.60 I 2� TW®FS=370.60 SH D III / EXISTING INGRESS RECORD ED ON EGRESS EASEMENT BER E 7T 1955 TN BOOK X ;��u " I THIS P*P,,13 uR I Bw®FS=37o.so III // O \ \ \ Q ` g Sm 5808, PAGE 44 OF OFFICIAL RECORDS. "I I \ \ `` b,' �.,� �,1 , LION S+'(/IU�G'l , � \ � I I \ 1 IkW. PAD�35&00 I \ \ W �pa36200 �( 4AGPOSCO FS 361.10 '' O YE o ® EXISTING LICENSE AGREEMENT AND COVENANT RECORDED ON \ I 1 \ 1fa 2x 03�� � ', PROPOSED FOYER APRIL 9, 2002 AS FILE N0. 2002-0293812 OF OFFICIAL RECORDS. � \ I M W � ', i v sQ '` � `, �' FF=371.10 E -371.00 EX TW=381.8 \ I 1I y,! D.] AY. v , `, TW®FS `367.00 - EX BW=378.1 X 3�' 4 1 h c �t/�� 6" GLASS II B SE SAID AGREEMENT AND COVENANT APPEARS TO AFFECT THE w SETB CK "� I W s' 1% \ BW'®FS=365:50. \ tio.s' VERTICAL DEPTH OF CUT ENTIRE SUBJECT PROPERTY. DOCUMENT SHOULD BE REVIEWED \ 1 1 8 FL= \ / 2%'t L TW®F�-3sz.ob, - . PER NOTE No. 2 OF ENVIRONMENTAL FUTHER FOR MORE DETAILS AS THERE ARE NO PLOTTABLE RIGHTS.. S I \ I 5 I Rb5Z'5u I HATCH REPRESENTS GRASS Bw®FS=3st44 \ \ 1 NOTES ON SHEET 1 SWALL BMP FOR STORM WATER' _ • +. I r I LIMIT OF GRADING TO BE EXISTING COVENANT REGARDING REAL PROPERTY RECORDED I TREATMENT rV UL PRIVATELY '', I P,�OPOSED 0 EXISTING 5' I I I \ ', `� ' \ I 7W�FS=384100 PROPOSED GARlnGE I \ 5' OUTSIDE OF PROPOSED ON SEPTEMBER 30, 2004 AS FILE N0. 2004-0930922 OF O.R. EXISTING s" WATER X { MAINTAINED ANO SHALL NOT FF�361:4�' ADDITION \ ADDITION \ TALL`yCHAIN I 1 TO BE MODIFIED WITHOUT I BW 5=361.14 pAD 360.$6'' j FF 1ST=372.60 25'1 ( / EX TW=381.20 MAIN (LOCATION I LINK FENCE I y " PERMIT FROM IS CITY. I (, 'i FF 2ND=382.80 SAID COVENANT APPEARS TO AFFECT THE ENTIRE SUBJECT APPROXIMATE) 1 I I 1 1 SEE DETAIL THIS SHEET S.B. I 1 �. .. I EX BN/=378.00 PROPERTY. DOCUMENT SHOULD BE REVIEWED FUTHER FOR I w I \ NO. 2 BACKING ROCK MORE DETAILS AS THERE ARE NO PLOTTABLE RIGHTS.. 1 ENERGY DISSIPATO,R I i 1 METE LEDXWAS E A� R '� -\ ; I Ip i Y) - _ EX TW=380.90 (n �� PROPOSED RETAI ING ,WALL H 1 9< r STAf 516tic / I I EX BW=375.50 Nb. 2`BACKING ROOK `, h� / N89 '30 B'E 309.61 WlFS=36145 ENERGY DI SIPATO 1 ` ''�" ' 'I EXISTING`wALL k,.,\ i TW®FS;5(f{�.f0 EX TW=.376.40 I EX TW=37$.40 EX TW=380.20 ROOF DRAIN NOTE: I I t4; 1 I \ , " / ; t7 T- A- - .,, \\ \ '` BW 5=361.ory ! v . rye V RTICAI� OF )iEIGHT bF FIL 'Q k, n '.dip EX$1N=3�O:ZD_ I 1 EX BW=37„f.40 Ex BW=372.30 �\ APPROXIMATE l _.- I PEf� NQ�TE NO. 2 qF ENVIRONMENTAL V LOCATION OF 'NOT S Y,ON SH ET 1 � t \ � � � � � � \ ` � `` � c MM �j o �r,��j � � � �'� EXISTING RETAINING `t NEIGHBORING 4 / I ) Q�Lk�J LS��° L4 �°d o a / WALL FOR STORM WATER POLLUTION CONTROL I �� 2 1 BUILDING PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN 9" MIN. 5' MIN. 9" MIN. FINISH GRADE - - -IS ENTIRELY WITHIN THE APPLICANT'S 4" EXISTING GRADE-�-� PROPERTY. IF ANY DISTURBANCE TO 20' DRIVEWAY xis ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY �P 2.5: 1 SLOPE U FIELD INSPECTOR, A WRITTEN LETTER ° y41 E Z1 FILTER FABRIC ' 3: 1 SLOPE OF PERMISSION FROM THE ADJACENT - - � 2% PROPERTY OWNER MUST BE OBTAINED 2: 1 MAX. AND SUBMITTED TO THE CITY PRIOR TO - START OF ANY SUCH WORK. ANY ANCHOR - - DISTURBANCE ON THE ADJACENT PRIVATE �'' PROPERTY THAT HAS NOT BEEN PREVIOUSLY 4° ASPHALT OVER 0 6" CLASS II BASE AUTHORIZED IN WRITING AND SUBMITTED BMP SWALE SEE TO THE CITY IS GROUNDS FOR A STOP-WORK DETAIL THIS SHEET TO BE ISSUED FOR THE PROJECT UNTIL THE pFESSZO REQUIRED PERMISSION IS OBTAINED. DETAIL: GRASS LINED SWALE BMP SECTION A - DRIVEWAY eP tiq NOT TO SCALE SCALE 1"=5' �Q��lG\`\ R ' �/O�<� HATCH REPRESENTS GRASS SWALE BMP FOR STORM WATER C? �� 0 COASTAL LAND SOLUTIONS, INC. TOE BEMMODIFIEDEWITHOUTEPERMITNFROMETHENCITY. NOT w ND . 65124 m cc Exp . 09/30/09 m LNS 573 SECOND STREET { i ENCINITAS, CA 92024 0/ CIVI\- ALP �1 PH (760) 230-6025 �TF OF Cp�IF� 1_s FAX (760) 230-6026 1..� REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT J RJ scE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. $° ILTS 725 FOUND WELL MONUMENT STAMPED LS 3997 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: AT CENTER OF CUL-DE-SAC, NORTH END OF /1 OAKCREST PARK DRIVE AT ENTRANCE TO HORIZONAL 1"=20' N/f6 � BY: BY: qqry w OAKCREST MIDDLE SCHOOL. CITY OF / _ 2J ! r,7Ej EMAN DRIVE 10081 DATE: ENCINITAS CONTROL NETWORK POINT ��� �i* ° "° R.C.E. NO. 65124 ����� ENCINITAS PER R.O.S. NO. 18416. VERTICAL N/A STEVEN�JONES DATE: � DATE: „= f/0 0 ELEVATION = 388.479• DATUM = NAVD88 EXP. 9-30-09 WORK PROJECT NO. APN #259-131-51 SHEET 2 OF 3 V \\Serverl\c\CLS SHARED FILES\CLS Job Files\CLS#866 WEBER (SEEM.AN) \CLS#866 WEBER GP 4_16 09B . pro LEGEND EROSION CONTROL PLAN HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT SAND/GRAVEL BAGS (2 HIGH) �������� ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: SILT FENCE (IF NECESSARY) -X-X- A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS STRAW/MULCH PAD STABILIZATION SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS NATIVE NON-IRRIGATED © APPROVED BY THE CITY ENGINEER. HYDROSEED SLOPE PROTECTION 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF WITH MULTCH COVER THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4 BY 4 IN (10 BY 10 CM) THE POSTS. 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA TRENCH UPSLOPE FROM AND 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) \ ALONG THE LINE OF POSTS. 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING GRAPHIC SCALE i "=20 ' HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A FIXING I 0 20 40 60 DRY TH RR BY DRILLING ORCBROADCASSTINGPLIED BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO �- THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND 4 IN (10 CM) AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR 3. ATTACH THE FILTER FABRIC TO 4. EXCAVATED AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVAAVA PRINTED ON SAID CONTAINERS. TEE 10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED D SOIL. I \ TO THE HYDROSEED SLURRY AT THE DISCRETION OF INTO THE TRENCH. 1 I I I �' �� IIIII \ THE CONTRACTOR. \ B. TYPE 1 MULCH APPLIED AT THE RATE OF NO I i I IIIII \ \\ IIII 1 1 II I / / LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH \ I I IIIII \\ I IIII I 1 i I / / I ( (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR II cS\\ I \I I I I\I I 1 I I m \ I I IIIII I I I 1 HYDRAULICALLY APPLIED FIBER MATE RIAL. WHEN FILTER FABRIC III I lll� 1111111 11 , III \ I )0, STRAW IS USED IT MUST BE ANCHORED TO THE RE SLOPE MECHANICALLY PUNCHING NO LESS T HAN o 50% OF THE STRAW INTO HE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM\ �fl EOQ hkp W014 PHOSPHATE SULFATE, 16-20-0, WHITH 15% SULFUR IIII I I I I � ) , I I I I I� I I IIII I APPLIED AT THE RATE OF 500 LBS PER ACRE. �\ \ IIII / 4 IIII { I I I I I I I I I 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO DETAIL SILT FENCE II I 1\ 1 I L I I I I I \r / �� I I I u \\\ l\ 1 I / � ) 1 I I, I I I I I I I AY ROUGHENING O IB HE SURFACE TO BE PLANTED BY ANY OR 1 I \ \\�� �_ / i / I I \ \ / I - I I A COMBINATION OF: NTS \ \ \\ _ I \\ \� - - - - - GRAVEL CHECK DAM' / / \ f \ \ \ / 1 I INSTALL SILT FENCE - - /) IIIII III 1, TRACK WALKING SLOPES STEEPER THAN 6: 1. 6 \ \ \ I \ AS "NECESSARY PER I 1 \ \ `�6$ PER DETAIL_THIS SHEET - - - ° - - 1 . „1 DETAIL. THIS SHEET / 1 \ 1 \ I I \ r ° - ° - - - ° - - �/ I I I 2. RIPPING AREAS THAT WILL NOT BREAK UP USING N�9 36 ' D6 W 321 . '�0 / / I 1 / r ° I I l i I I I \ ITEM 1 ABOVE. I I i I I / 1 I I B. C HE SOILS SO THAT IT IS SUITABLE FOR _ \\ \ L I I CONDITIONING NG B T 1 I NATIVE NON IRRIGATED PLANTING BY: I I 1. ADJUSTING THE SURFACE SOIL MOISTURE TO WITHM EEC SLOP PROTECTION -I I I 1 -a \\ \\ I I I � I I PROVIDE A DAMP BUT NOT SATURATED SEED BED. WITH MULTC�I COVER -? - � I _ I- I- I � Q 2. THE ADDITION OF SOIL AMENDMENTS, PH 0_ I I / SOIL TO PROVIDE VIABLE CONDITIONS G OWTH. p (' I III 1 / / I I ADJUSTMENT, LEACHING OR COVERING SALINE r S FOR R HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS A - ..1:. . H DROSEED/MULCH I I I I ` \\ \\ \ I GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR C .. ;.;ta^: . Y I \ \\ AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL ( 11 r SLOPE PROTECTION I I I 11 / 446'Si2"E\ \ - THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. D I I I 1 � '� +:• ��'{ :•:� _ _ _ , - 4 ti ;�, � � III I � i 1 �gy' \ \\ \� RUNOFF TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED I I \ \ - - - ° I \ \ I x \ I tl �. .., GAP BETWEEN BAGS I l \ ' '�, - - - ` .,' 'ti+::.: \ I III I ( I I ' \ \ WO ACTS AS SPILLWAY \ _ - \ � •, I ( \ � x DETAIL GRAVEL BAGS NTS - -- FENCEL PER FENCE INSTALL SILT T - } " S I T° \ j �� t I DETAIL THI \ I ) / \ 1 - - - o SHEET \ r \ DETAIL THIS ::...} - - I I / I I SHEET \ _ STRAW/M.ULTCH OR HYDROSEED PAD! X STABILIZATION I \ I - \ r _ EROSION CONTROL I I s • / I STRAW MULTCH OR ' t / / I YDRO$/EED PAD r, s ::.. ..::. \ °® ' \ \ I n \ TABILIZATION ... ..... f^. ATIVE NO r / I 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT JOSEPH WEBER "" "' yHYDROSEED SLOPE PROTECTION 1 \ 4 • WITH MULTCH COVER`, - / ? , `I i AT (760) 815-7971 .. ... \ 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE I L \ / / \ \ \�\\ \ \ I ( I I \ \ I i 1 I APPROXIMATE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL I 1 \ ilk \ VGA A \ \ \ \ l A I ) / / �\ LOCATION OF NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT \ 1 I V ��'�� PC�Gd fl / 1 NEIGHBORING CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ( BUILDING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER N EER AFTER EACH RUN OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. T 1 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE/ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY O FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. FE Sr 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH QqO�� R . `/O��F PROBABILITY FORECAST EXCEEDS IDFORTY PERCENT I(40%). DAY SILTRAIN 0 AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. co C° No . 65124 m 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE Lu COASTAL LAND SOLUTIONS, INC. Exp . 09/30/09 a EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH CLS573 SECOND STREET PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 ENCINITAS, CA 92024 3'T CIVI\ P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE PH (760) 230-6025 4 C VI\_ pP� OF CALIFORNIA DEPARTMENT OF CONSERVATION. FAX (760) 230-6026 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT SRJ SRJ Sc APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AN LTS �.( i FOUND WELL MONUMENT STAMPED "LS 3997" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO GRADING PLAN FOR: AT CENTER OF CUL-DE-SAC, NORTH END OF OAKCREST PARK DRIVE AT ENTRANCE TO HORIZONAL 1" = 10' DATE: 11 '��! BY: BY' 237 S�EMAN DRIVE 1008 '7- G OAKCREST MIDDLE SCHOOL. CITY OF ENCINITAS CONTROL NETWORK POINT /,;tip , �, ENCINITAS PER R.O.S. NO. 18416. -` R.C.E. N0. 6530 DATE: DATE: aS�4/o9 VERTICAL N/A STEVEN ]� J ES ELEVATION = 388.479' DATUM = NAVD88 - EXP. 9-30-09 WORK PROJECT NO. APN #259-131-51 SHEET 3 OF 3 V \\Servers\c\CLS SHARED FILES\CLS Job Files\CLS#866 WEBER (SEEMAN) \CLS#666 WEBER GP 4_16_09B. pro