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2002-7391 G (Plans) GRADING NOTES: EROSION CONTROL: NOTIFICATIONS: WORK TO BE DONE: a F 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. IN CASE EMERGENCY WORK IS REQUIRED CONTACT 1. THE EXISTENCE AND LOCATION OF UNdERG�1ND UTiLi1Y PIPES AND THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING 9 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN HENRY J. FERRY JR. AT (760) 400-0200 (P STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF TO THESE PLANS AND THE SPECIFICATIONS AND STANDARD DRAWINGS OF THE CONSTRUCTION STANDARDS OF THE CiTY OF ENCNITAS AND THE SAN DIEGO E ARE NO AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE. THERE CITY OF SAN DIEGO. AREA REGIONAL THEREFROM SHALL BE AAPPROVE DRAWINGS. BY THE CITY ENGINEER REVISIONS PRiOR TO ANY AVAILABLE AT ALL TIMES DURING THE EME RAiNY ( MADE SEASON (OCTOBER 1 0 APRIL EXISTING UTILITIES X AS SHOWN ON THiS PLAN, HOWEVER STA NDARD P I Fl A THE IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO Cu REQUEST FOR INSPECTION. 30). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SiTE ON PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK 2. THE SOILS REPORT TITLED GEOTECHfWCAI INVESTIGATION WEST SAXONY OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (2000 Ems. N. PROPERTY, ENCNITAS, CALIFORNIA, PREPARED BY GEOTECHNiCS INCORPORATED, OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. pt$ OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, INCLUDING THE REGIONAL AND THE CITY OF SAN DIEGO SUPPLEMENTAL o AMENDMENTS. DOCUMENT NO. 769845, FILED JULY 21, 2000. DATED JANUARY 9, 1996; AND FINAL REPORT OF TESTING AND OBSERVATION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFiED WITHOUT FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF o SERVICES DURING SITE GRADING, ENCNITAS RANCH (WEST SAXONY PLANNING THE APPROVAL OF THE ENGINEERING INSPECTOR. COMMENCEMENT of WORK STANDARD DRAWINGS: a AREA) ENCNiTAS, CALIFORNIA; PREPARED BY GEOCON INCORPORATED. DATED 4. THE CONTRACTOR SHALL RESTORE ALL EROS CONTROL DEVICES TO 2. FOR AiVY OUESTiONS REGARDING THE MARK -OUT OF UNDERGROUND OCTOBER 5. 1998 BE CONSIDERED AS PART OF THE GRADING PLAN. WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH UTILITIES, THE CONTRACTOR SHOULD CONTACT THE RESPECTIVE UTILITY CiTY OF SAN DIEGO STANDARD DRAWINGS, INCLUDING ALL REGVIAL STANDARD ALL GRADING SHALL BE DONE N ACCORDANCE WITH THE RECOMMENDATIONS RUN OFF PRODUCING RAINFALL. COMPANY DRAWINGS, DOC. NO. 769$46, FILED JULY 21, 2000. AND SPECIFICATIONS CONTAINED N SAID REPORT. so&* mrOArE as �°� 5 THE CONTRACTOR SHALL WSTALL ADDITIONAL EROSION CONTROL CARDIFF SANITATION DISTRICT (760) 633 -2770 MEASURES As MAY BE REQUIRED BY THE C ITY ENGINEER DUE TO AN LEGEND DWG No. SYMBOL g 3. APPROVAL Of THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, SAN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH DIE GO GAS ELECTRIC (800) 422 -4133 e� LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS MAY ARISE. OLiVENHAN MUNICIPAL WATER DISTRICT (760) 753 -6466 PROPERTY LINE WITHIN STREET RIGHT -OF- WAYS. SEPARATE APPROVALS AND PERMITS FOR PACIFIC BELL (800) 422 -4133 f THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 6. THE CONTRACTOR SHALL BE RESPONSIBI AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED DIMENSION CABLE (800) 422 -4133 EASEMENT LINE 4. WRITTEN PERMISSION SMALL BE OBTAINED FOR ANY OFF -SITE WATERS CREATE A HAZARDOUS CONDITION. 3. CONTRACTOR SHALL NOTIFY THE CITY OFFICE 48 HOURS _ i g �. GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED PRIOR TO BEGINNING ANY WORK ON THiS PROJECT. PHONE: (760) CONTOUR �--- 90 ✓� x t, 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO GRADING PLAN SHALL BE INCORPORATED HEREON. 633 -2770. 4. THE CONTRACTOR SHILL GIVE 24 HOURS NOTICE ON CALLS FOR EXISTING SEWER PiPE PER DWG. NO. 4813 -1 - S PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY INSPE CTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. DAYLIGHT LINE - • EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL 19E RESPONSIBLE THAT ANY MONUMENT OR BENCH � D OOF DAY WHEN (pAY�RAIN AT DECLARATION OF RESPONSIBLE CHARGE: CUT SLOPE (1.5:1 MAX.) - MARK WHiCH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40x). SILT AND OTHER a AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. P OFESgjO FILL SLOPE 2:1 MAX. _ le o SURVEYOR. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THiS PROJECT. �� N s a ' ( x = 10. SHOULD GERMINATION OF SLOPES FAIL TO PROVIDE THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �' �F��y � 7. THE CONIRACR SHALL DESIGN, S I KUC I AM M AWAM ALL EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS Mo 4lI '� i e r SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR OCTOBER 1ST. THE SLOPES SHALL BE STABILIZED WITH BONDED FIBER MATRIX CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. ` plp FIN CONTOUR $ CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH BALLED N ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND CUT /FILL LINE - x STANDARDS, LAWS AND REGULATIONS. SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECifTCATiONS 8. GRADNG AND EQUIPMENT OPERATING WITHIN ONE- MALF (1/2) MILE OF OF CONSERVATION. BY THE CITY OF ENCNNI TAS IS CONFINED TO A REVIEW ONLY AND DOES NOT QFC A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN RELIEVE ME, AS ENGINEER OF WORK. OF MY RESPONSIBILITIES FOR THE STORM DRAIN PIPE (SEE SHEET 3) THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS PROJECT DESI D CITY RECOGNIZED HOLIDAYS. DATE: T- �- o Z MASONRY RETAINING MALL (SEE SHEET 4) AN 9. No GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADNG H YD R OSEED MATERIALS: KAMAL EIS R.C.E. 48592 MEETING HAS BEEN HELD ON SITE WITH THE FOLLOWING PEOPLE PRESENT: EXP. 6/30/04 6 ROUND DRAIN INLET (SEE SHEET 3) NSO OR EQtJ1� 0 1. HYDROSEEDING G SHALL APPLIED TO ALL SLOPES THAT ARE GRADED s CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE SOILS ENGINEERS STATEMENT (MATED INLET (SEE SHEET 3) BROOKS OR EQUAL CONTRACTOR AND PERMiTTEE. THE PREGRADE MEETING SHALL BE SCHEDULED A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633- B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE iS 2770• NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT 1, ,LAMES L BROWN A REGISTERED Esc�n TYPE "F" CATCH BASIN SDRSD D - 7 Fol CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING by 10. PRDR0 HAtEII� DIRT OR CONSTRUCTION MATERIALS TO ANY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT S L. 89` PROPOSED CONSTRUCTION SiTE WITHIN THIS PROJECT THE DEVELOPER ENGINEER. VEGETATED SMILE (PER LANDSCAPE PLANS) - SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CiTY ENGINEER FOR 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOiL AT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THiS y ' THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. SiTE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF N0' PCC CONCRETE (PER SQL ENG. REC.) ST 20 1998 ONE COMPLETE COPY 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: JUNE 23, 1997 AND AUGUST E'� t CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH 1. SEED MIX SHALL CONSIST OF NO LESS THAN: OF SOILS REPORT COMPILED FROM THIS STUDY, WiTH MY RECOMMENDATIONS, N r REGARDS TO THE HAULING OPERATION. A. 20 LBS. PER ACRE OF ROSE CLOVER HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE. �TF 6" P.V.C. SEWER LATERAL (DEEP CUT) SDRSD S - S OF CALF 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT B. 20 LBS. PER ACRE OF ZORRO FESCUE I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATiM SEWER �� SDRSO S - CO BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNiCA INCLUDED IN THE SOILS REPORT FOR THiS PROJECT HAVE BEEN INCORPORATED SECURITY, AN AS- GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE D. 4 LBS. PER ACRE OF ACHiLLEA MiLLEFOLIA IN THE INING PLANS AND CiFiCATIONS. ' 3 GRADING UNDER PERMIT NO. 6604 -GR HAS BEEN PERFORMED IN SUBSTANTIAL E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) FIRE HYDRANT (COMMERCIAL) CONFORMANCE WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE F. 1 /2 LB. PER ACRE OF DIMORPHOLECA SIGNED: _ DATE; 7 /,f Z I ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE G. ITEMS C. 0. E, AND F OF THIS SUBSECTION MAY BE G.E. - 7 2" MATER METER DATE AND SIGNATURE OF THE CL ENGINEER WHO CERTIFIES SUCH '� OMMITED ON LOCATIONS WHERE THE AREA BEiNG IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR EXPIRATION DATE GRADING OPERATIONS. RESIDENTIAL STRUCTURES. �aED O FO 6' R.P.D.A. - 12. ALL GRADING SHALL iSE OBSERVED AND TESTED BY A QUALIFIED SOILS H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A ENGINEERING GEOLOGIST STATEMENT DALE ht ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE A NITROGEN FIXING BACTERIA AND APPLY DRY EiTHER BY K"EUNLE EXCAVATION PLACEMENT AND COMPACTION FILLS AND BACKFiLLS AND DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I, DALE HAMEI E"l E A REGISTERED Q �''�� VAULT ( � PRECAST MODEL t SVS8X2 COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOSSRE ENGINEERING GEOLOGIST OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING * 64CMEMNO IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT oeowasT AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON ICUITURE CERTIFICATION TAG ATTACHED T0, BUSINESS IN THE FIELD OF ENGINEERING GEOLOGY, HEREBY CERTIFY THAT �' � s� COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS OF FOOD AND AG A GEOLOGIC RECONNAISSANCE WITHIN THIS SiTE WAS MADE BY ME OR UNDER MY OR PRINTED ON ICU CONTAINERS. �OF AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN DIRECTION BETWEEN THE DATES OF JUNE AND AUGUST 20. 1998 HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED N J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOBS REPORTS AND THAT HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. ONE COMPLETE COPY OF GEOLOGIC REPORT COMPILED FROM THIS STUDY, WITH MY ALL EMBANKMENTS AND EXCAVATIONS ARE SUITABLE FOR THEIR INTENDED 2• TYPE 1 MULCH APPLIED AT THE RATE OF No LESS THAN 2,000 LBS. PER RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER POST CONSTRUCTION DMP MAINTENAN ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE , USE. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IS MUST RECOMMENDATIONS INCLUDED IN TFf GEOLOGIC REPORT FOR THIS PROJECT HAVE BEEN 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN NCORPORATE THE GR AND SPECIFICATIONS. POST CONSTRUCTION BMP SHOWN ON THESE PLANS WILL REMAIN IN PRIVATE OwrIVERSFIiP AMC R MILL PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL SOx OF THE STRAW INTO THE SOIL .' � OZ THE RESPONIBiLITY OF THE PROPERTY OWNER TO MAINTAIN THESE FACILITIES. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH S�NED DATE: CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR 15% SULPHUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. TO FINISHED WORK ON THE SiTE AND SHALL TAKE REMEDIAL MEASURES TO C.E.G. NO.: PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TiME AS AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING 8Y: PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF' EXPIRATION DATE: Z D A. TRACK WALKING SLOPES STEEPER THAN 6:1. INSTALLED. B. RIPPING AREAS THAT WiLL NOT BREAK UP USING REM "A" ABOVE. 14. ALL AREAS TO BE FILLED SHALL K PREPARED TO BE FILLED AND 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: FILL SHALL BE PLACED N ACCORDANCE WITH STANDARD SPECIFICATIONS. A. ADJUSTING THE SURFACE SOiL MOISTURE TO PROVIDE A DAMP MIT NOT ENVIRO NOTE ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED SATURATED SEED BED. B. THE ADDITION OF SOIL AMENDMENTS, PH ADUSTMENT, LEACHING OR 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 507r A R N SITE ADDRESS: • 6Y THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. (EXCLUDING EXISTING MAN MADE 2:1 SLOPES). PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO 256- 330 -50 SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL 6 SAXONY PLACE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDOSEEDiNG iS 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS AND THE tvlAXlItAUM ENCiNITAS, CA 92024 SCARIFIED TO A DEPTH OF 6 INCHES AND THEN COMPACTED TO A MINIMUM THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMP ED AND ALL VERTICAL HEIGHT OF FILL 3.4' . OF 90 PERCENT. IT PLACE SPREAD, W ATE S HAL L ND COMPACT HE FIL N R ESPON S IBILITY SACCORDANCE SECURITY RELEASED. Ess�o 1,97 LEGAL DESCRIPTION : 3 WITH SPECIFICATIONS. %- s sw� VOLUME CLR (Cu. Ft.) _ VEIL 3. A.) AVERAGE DEPTH LOT 3 OF CiTY OF ENCNITAS TRACT 96 -170, IN 15. CUT AND FLL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE �� +e9� •�� AREA OF CUT (Sq. Ft.) TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES REFERENCE DRAWINGS �,, ♦ o t VO LUME OF FILL (Cu. Ft.) THE CiTY OF ENClNRAS, COUNTY OF SAN piE(X7. s t e PL OF CUT 1,44 OR EXCAVATIONS AND EMBANKMENTS SHALL BE SLOPED. PLANTED AND MAP NO. 13481, 4813 -1 ES -242, 6293 -G e0uq� B. A FILL TM AREA OF FILL (Sq. Ft.) ST ACCORDING TO MAP THEREOF 9�EET PEA TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT *� O � 1 CALIFORNIA. ' � AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASTE MATTER a: 9 O ,0 OWNER /EERMITTEE: EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO OWNERS CERTIFICATE: zt�A` S s D ATE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP EARTHWORK OU AN TI Ti ES low rL OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST Ft No 4859 EXP A130l200� HENRY J. FERRY JR. M HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTTY Kr�S ENG:riEERtNG ORDNANCE. AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE K &S ENGINEERING CUT: 1,879 CUBIC YARDS CARL SBAD, CA 92008 � ROOSEVELT ST., STE 302 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL 7801 Missm C&)br COt11L Sk l(K) CARL SHALL BE COLLECTED. PILED OR OTHERWISE DISPOSED OF OFF THE SITE -�.� Sen Died Ca. 92108 (819) 296-5565 FILL- 1.879 CUBIC YARDS BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED IMPORT /EXPORT: 0 CUBIC YARDS &fKWANT N01ME PAWL EM WiTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. HENRY & J DATE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 2558 R VELT ST., STE 302 F K & S ENGINEERING SECTION 4215 /4217 of THE GOVERNMENT SPORTS PARK SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY CARLSBAD, CA 92008 BAR TN WORK NOTES CODE REQUIRES A DIG ALERT IDENTIFICATION UCH MATERIAL. FtOltnm9 Engineering S9 NUMBER TO BE ISSUED BEFORE A IV ENCNNITAS: FIRE PROTECTION SAN DIEGUiTO WATER DIST. CARDIFF SANITATION DISTRICT COMMUNITY SERVICES 1 . EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES "PERMIT TO EXCAVATE" WILL BE VALID. PER YOUR DIG ALERT I.D. NUMBER CALL REVIEWED BY: REVIE ONLY. (CALCULATED ON A THEORETICAL BASiS ACTUAL VICINITY M REVIEWED BY: REVIEWED BY: EWED BY: UNDERGROUND SERVICE ALERT 78M MBssan Caner �, Suite 200 QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). Toil t� No te 7 I�oIo Z C- 7- lG -o i Son � Cm 92108 2. EXPANSIVE SOILS W THIN THE GRADED AREA WILL BE REPLACED WITH TWO WORKING DAYS BEFORE YOU DiG ATE DATE DATE DATE SELECT MATERIAL ACCORDING TO SOILS REPORT RECOMMENDATIONS. is REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT I �' S.T. K ED BY: K.S.S. APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING N0. _ 3 T CHANGE SWEET 2 TO 2A A.MD DESCWTION: STANDARD STREET MONUMENT PLANS PREPARED UNDER SUPERVISION OF: RECOMMENED APPR D GRADING AND EROSION CONTROL PLAN FOR: I fi g 5MEET 3 TO 3A. 11EVATION ON BRASS DISK N A REVIEWED BY: l - L 73g1 -- R 2 ~ AS ~ r-�TY oF euCJNI Ip. CENTERLINE aF sAxoNY RoAa. 3z3 FT: 140� z oNTAL: / DATE . o LOT 3 O F MAP 13 4 81 BY: BY: � SOUTH SOF THE OF ? R.C.E. NO. : 48592 i ! VERTICAL: N A '° T "' h e KAMAL EI DATE: DATE. SAXONY PLACE OFFICE PLAZA Y Q 119.476 O&W.. U.S.C. t G.S DATE EXP. 06 -30 -2004 WORK PROJECT NO. 02-001 SHEET 'I OF 4 3 ... _ _ _ � . �'_'E . _ .... �_ - ., .. ;ors -ter • �` �,�..._ � r W. W 1, ■� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■����■ ' WON ■ F■ww■■■■■■■w��■■■■�r�l■■I■■■■■■ ...ate • 1 ,����. a . - , - i 7 � 1� � � ,1 /./ � - - --- --.�.: I ia: u �- «�, t � . ,,,•_ �►, _ • 1 � ■ �■■ 11■ ■�I ■ ■ ■i■�I� ■�..��� / ■ ■I ■ ■I ■ ■ ■ ■ ■■ - , ! sue► __ _ �- .. ®� .� +. : �- ■■■ ■11 ■ ■�i ■ ■ ■ /_�� /� / ■ ■ ■ ■ ■I ■I■■■■■■ IKE � M ► _ ON 'ITT MENOMONEE • • • i' ' 1 • `1 1 - 7 I ` , "� � .4 s• i + + ` � `+ 1. f 1 + i. •+ �F,�7 I � � �� • • : r i• a , �C�i�� ■� ■ ■t", ■ ■ ■ ■� � • ® ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ 1 i 1 1 • , ri ,` .,��.,..- � r �= � r ` i , �. i �' ' i • i , � `l , •r l tIi 1 1 1 ! 1. 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I 1 ■ ■■ � ■ ■ ■■ 1 1 M 1 1 7 1' ` 1 Ii �� � �� ! �`O ��. • •1 1 1 7 1 i' O / `1 1 1 f 1 1 I f• 1 1 1 1 1 • , ►� �`[ '�� �, • 1 1 1• 1 1' 1 � ED FI 1 • I` FKAWF • ! 1 • •1 1 !t - c • '•• a l l 1 1 ► 1 • 1 `! it 1 1 r. 1 r �- r 1 it • , •• , � �� .� - __ ' ' , ��� \��� , �. �. , . •. M/ I' ` / -/ i' •• n_� / � I � , ,` " r � ^� 1 �/ © • 1• r !• 1 1 1 1 1 r1 1 1 « 1 ` 1 1 1 1 1 1 l � :: � �• � ' r'7 ® • : �� � ` 1 7 ' !' / 1 • i F 1 1 • 1 '1 ITS 1 1 1 1• 1 • • I ms 1 / 1 - 1 • r i l r . •r ' I• A . 1. IL • i' • 1 1 1 F PRIVATE STORM DRAIN STRUCTURES F \ L 0 7 4 ❑ 1" 18" PRIVATE CATCH BASIN. BROOKS OR EQUAL 14 18'X 113' PRIVATE CATCH BASIN, BROOKS Olt EQUAL 27 TYPE F CATCH BASIN; F.L =129. 43 6' ROUND INLET T.G -133.76: I.E.-132.26 � T.C. =137.45 , I.E. =135.95 T.G. =135.90 ; LL-134.17 I.E. 12 P.V.0 0- 126.93; I.E. 12 P.V.C. OUT = 124.80 \ \ MA N0. 13481 ❑2 50 LF. » e' P.V.C.. SLOPE 1.00% 1 17.2 LF. » 4' P.V.C. , SLOPE= &8% ® 23.7 LF. » If P.V.C. , SLOPE= 5.6% 9.4 LF. » C P.V.C. , SLOPE 4.81 I.E. 0 =135.95; I.E. OUT-135.45 I.E. IN- 134.17; I.E. OUT-133.00 I.E. 1- 124.80: I.E. OUT -12347 LE 0=13226; I.E. OUT =131.81 \ \ ❑3 ROOKS OR EQUAL t6 45.3 L.F. ..C. , o �\ \ T.G. =137.75: LE. =135.45 ❑ » 10' PV SLOPE= t50X ® 24'X 24' PRIVATE CATCH BASIN. BROOKS pt EQUAL R 29.8 L.F. » 4' P.V.C. P.V.C.. ROPE= 11 � in 18" PRIVATE CATCH BASIN. B \ \ \ LE. 0= 133.00; I.E. OUT - 132.32 T.G. =124.67 : I.E. =121.19 I.E. 0=139.81; I.E. OUT-131.50 a CD \ ❑ 73.7 LF. » 8' P.V.0 .SLOPE= 1.9X a 6' ROUND INLET T.11-133.84. I.E =13233 NEEDED WIRE MESH \ \ I.E. 0=135.45; I.E. OUT SLOPES 17 18'X /8' PRIVATE CATCH BASIN, BROOKS OR EQUAL ® 6 ROUND INLET T.G. =137.8Z; I.E. =136.32 SUPPORT. o% \ \ T.G. =133.82 ; LE =132.32 ° 61 \ \ ❑ 1 2'X It PRIVATE CLEANOUT 31 45 LF. » 4' P.V.C. SLOPE= 1.001 47 8.7 LF. » C P.V.C. , SLOPE- 9.51 !! 18 18.6 LF. » 12' P.V.C.. SLOPE= 1.00X ❑ LE 0=13233; I.E. OUT-131.50 Sim OR I.E. =134.0 ' \ \ LE. 111112; I.E. OUT =13213 I.E. 0=136.32; I.E. OUT-135-87 WOOD POST II..E. W-- 134.0& I.E. OUT -133 183X 43 18'X 18' PRIVATE CATCH BASIN. BROOKS OR EQUAL 32 6' ROUND INLET T.G. =137.61; I.E. =135.87 ® 43 L.F. 4' P.V.C.. SLOPE= 11 S EC U RE L Y TO MARK; � I.E. 0=131.50; I.E. OUT-131.06 SECUREY TO UPSTREAM ❑ T.G. =134.0 ; I.E =132.06 ❑ SIDE OF POST. 7 in 18' PRIVATE CATCH BASIN, BROOKS OR EQUAL 49 In 18 PRIVATE CATCH BASIN, BROOKS OR EQUAL SILT FENCE ❑ T.G. =135.72 ; I.E. =133.00 D 5.6 L.F. » 4' P.V.C. , SLOPE- 1.2X 45 LF. » 4" P.V.C. , SLOPE- 3.8% ❑ T.G. =134.29 ; I.E =131.06 fu c I.E. 0= 13206: I.E. OUT =132.13 I.E. 0= 135.87; I.E. OUT =134.17 �--- t. -TH C SRP LL 1 ❑8 6' ROUND MEET T.G. =136.3; I.E. =134.81 21 27.3 LF. » 12' P.V•C. , SLOPE= 1% 0 6' ROUND INLET T.G. =137.67; I.E. =134.26 ® T.C.. - 137.58 ; I.E. =135.58 BASIN, BROOKS OR EQUAL ��� AFTER C EACH STORM EVENT P.V.C.. SLOPE= 2.6X 2 - _ 195.06 .06 I.E 0 = 132130 I. OUT-131-86 -� AND REMOVE SEDIMENT. � 1 J - E9 14.8 LF. » 4 P.V.C.. SLOPE- 1.00X 51 80 LF. » 4' REMOWD SEDIMENT SMALL g - -- I.E. 0= 134.81; I.E. OUT = 134.65 in 18' PRIVATE CATCH BASIN. BROOKS OR EQUAL 9 L.F. » 4' P.V.C.. SLOPE= 1% T.G. =134.4 ; I. I.E. 90=13658; I.E. OUT-133.47 8E DEPOSITED TO AN AREA cI.E.-131.86 I.E. 10=134.26; I.E. OUT =134.17 THAT VALL NOT CONTRIBUTE TO j 10 6' ROUND INLET T.G. =136.3; LE. =134.65 52 12 12' PRIVATE CLEANOUT SEDIMENT OFF -SITE AND CAN x 20 .1 LF. N 12" P.V.C.. SLOPE- 5.5X ® 38.9 LF. » 4' P.V.C.. SLOPE- 16X I.E. IN= 131.86; I.E. OUT =130.75 I.E. N1= 134.11; I.E. OUT-132.71 0' (3m) MAXIMUM 3PACING I.E =133.47 BE PERMANENTLY STABILIZED. = .. • . 11 117 LF. » 4" P.V.C.. SLOPE- 1.0071 WIITH r I I.E. 04--134-65-. I.E. OUT= 134.51 24 18'X 18" PRIVATE CATCH BASIN, BROOKS OR EQUAL 37 6' ROlOD INLET T.G. =137.831 I.E. =13288 a 92 LF. » 4" P.V.C. . SLOPE= 261 WIRE SUPPORT FENCE 3. -SILT FENCE 11ALL BE PLACED I 59 I I T.G =133 9 : I.E.-130.79 6' 0=133.47; I.E. OUT =131.06 6' (11.1%n) MAXIMUM SPACMG UV40UT ON SLOPE CONTOURS TO FACILITATE I 1 12 18'X 18" PRIVATE CATCH BASIN MOMS OR EQUAL WIR SUPPORT FENCE. MAXIMUM PONDING EFFlCENCY. L I TREATMENT ER ' ' T.G. =136.05 ; I.E =134.51 25 4 LF. » 4' P.V.C.. SLOPE= 1X 17.2 LF. » 4" P.V.C.. SLOPE- 11 0 7 13106; P.V.C. E. OUT =12 SL OPE - 82 2 SILT FENCE x STORM WAT FACILITY PER .ENSEN PRECAST I � » I.E. 0= 130.79; I.E. OUT= 130.75 I.E. 0=132.88; I.E OUT-132.7 1�r� I MODEL SV8gX2JB• 13 33.3 LF. 4 P.V.C.. SLOPE 1.0OX SEE DETAIL I ' I CD d to L� I.E. 0= 134.51; I.E. OUT-134.17 69.4' LF. » tY R.C.P. SLOPE- 5.5% ® 32' LF. » 4 P.V.C.. ROPE= 381 55 36'X 36" PRIVATE CATCH BASIN. BROOKS OR EQUAL (� -3� A o I.E. X130.751 I.E. OLR =126.93 I.E. 0=1327; I.E. OUT-131.50 T.G. =131.82 ; I.E.-12&82 58 56 I*i 109.65 L.F. » 10' P.V.C. , SLOPE= 5.21 0 I BW NOTE: 12'X 1Z' PRIVATE CLEANOUT 101.65 0= 128.82; I.E. OUT= 123.47 50 =131 E. . � 1 28 A BAGS 55 � POST CONSTRUCTION BMP WILL I. � REMAIN IN PRIVATE OWNERSHIP �•) AND ILL BE MAINTAINED BY 41 6' ROUND INLET T.G. =133 78; LE. =132 28 x 27 ` � � PROPERTY OWNER. a , 42 45.4 LF. » C P.V.C.. SLOPE- 11 ® 15'X 15' PRIVATE CLEANOUT I.E. 0=1322& E. OUT-131.81 I.E. =12347 6" MIN 435 L.F. » 12' P.V.C. . SLOPE= 5.21 UNL 0111 E 1EIM COURSE AOGREMIE 1 1 S 1 CO \ (( I.E. 0=12147; E. OUT =121.19 SOILS ENGINEER EXISTING GRADE 1 , ❑ L 7270 E. 0=121 19; I.E. OUT - 119.00 L R =186.00 \ _ E NTR ' S84'S 99. L=40.58' 01 t482 - 3 -7-0()"E "E 61 I�t18 50: I . E . OUT-1 211 D 1730 \ � f9LTER FUAlIC ."� SILT 41 - , - $., 5 R� A D SECTION B -B N.T.S �N _ a _ A CC = _ - - CONSTRUCT SEDIMI 9 99"0 1 42 ,a - - - - _ __ -- SILT FENCE O - ~- - 0 8 W o SE D a T TRAPP RUNOFF 0 EW . LirilOE Alw,^�S �,y�R ,�' per/ wpy SEDIMENT TRAPPING DEVICE. _ - f $.. A14" MO LYliE1P. AS AEVATO s VARIES 11 5 •89, H FOR AUK'► 1 \ 25 L 07 3 " - - - �- n - MAP N0. 3481 IIIEQUIRIM M N , 23 1 s1alu�ac ACCOMODATE 44 52 \ \ cp.. = 1' 9 -4 A�InCEATED 22 3 53 -� . d WAFM kp 3 4. 45 3 ro ` \ \ 30' MIC o POOL 48 MIN. 21 ®� WPPLY AVER 10 WASH "LIN INK 1 • 40 \ f3' AK TLC• r at IiC a FEELS F NECESSARY. ,�p� 50' AM 7S 21 47 a+ 51 N\ \ a E avr ffd3 EN "11W PROFILE \ GL PL 46 Ott& 1 ' q \ \ 7 O 8 fi�170 r_1, 34 - 2 -o' STABIUZED CONSTRUCTION ENTRANCE DID 1;0 36 1 18 10 35 1 5'-5 LAYING LEMIDTH 6_5" CD 29A 17 CO 33 �\ \ 6 ._ O . M.ET OUTLET 9 1 1 \ 1 11 38 31 32 N OS UER SECTION �- SECTION a 21 \ 11 1 \ \ GRAVELB (2 HIGH) ! - 5 1 • S 4 o - 8*-0- �_ FILTER FABRIC ARE STACKED TIGHTLY I 7A 6 37 GRAVEL BAGS d \ AT N 9'-d' CATCH BASIN \ 16 co" coll" coop COW? L sew ww \ \ A�fFIE (D fCK QA!'>7I I \ PLAN CATCH BASIN PROTECTION DETAIL 15 STORMWATER TREATMENT FAC UTY s" 5 \ \ GRAVELBAGS (2 HIGFI) 3 8 14• ,• JENSEN PRECAST MODEL SV88X2JB � r T c 4 ) -- _ _ ; `�- n - „ 2 167.15 O Q �pFESS/p \ _ 1 / ��. s• s ��� SECTION A • '` P Z N.T.S. AT FENCE - - -- - - - - p w Y v1 CD- No. 48592 \ o EXP 6 /30/04 GRAPHIC SCALE z ° � R � #�, CIVIL \ 1 'IEOF LEGEND: DWG. No. SYMBOL fr • » m �o to � - ________ - I ��6 �- - _-- _ GRAVEL BAGS (TWO HIGH) CD -40* ( IN S89' 10'46"£ - �6fr Zfr' - _ i inch = 20 R. /_ ES 00 -, - / ; RO ��, 6. � �g2 STABILIZED CONSTRUCTION ENTRANCE CD -29A* �' �- /4, 3W 1/4 F, A< s s - ASE K 8 S ENGINEERING CD -36 S - Sr �, �c �E�rs� S ILT FENCE * K Planning Engineering Su - ; 9 E 9m 99 ,� � _ S E�iNE E Na (619) 296 -5565 7801 I�issiorl Center Court, Suite 200 *PER CALTRANS STORM WATER DUALITY HANDBOOKS i San Diego Co. 92108 REVISION APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT 1 N R ' ° ' " K K APPROVALS CITY OF EN CI N I TAS ENGINEERING DEPARTMENT DRAWING NO. Z I S.T. .S.S. _ RET. WALL do SITE REVISIONS I. DESCRIPTION: STANDARD STREET MONUMENT REVIEWED BY: PLANS PR ARE UNDER SUPERVISION OF: RECOMMENED APPROVED GRADING AND EROSION CONTROL PLAN FOR: Z - As - BUNT of W I A . I . ELEVATION ON BRASS DISK 1 " =20' // -s D � CENT of SAXONY ROAD, 325 FT . HORIZONTAL: DATE : BY: LOT 3 O F MAP 13 481 7391 - GR SOUTH OF THE INTERSECTION OF R.C.E. W. 48592 Yj'I UNION STREET VERTICAI N/A KAMAL SwES DATE: DATE: S A X O N Y PLACE OFFICE PLAZA Y E". 119.475 QAB M. U.S.C. & G.S. DATE EXP. 06-30 -2004 WORT( PROJECT NO. 02 -001 SHEET 3A OF 4 NoText