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1990-493 G (Plans) GENERAL NOTES SOIL ENGINEERS CERTIFICAT GRADING PLA A 1 //.R. hicowy A REGISTERED CIVIL ENGINEER IN THE 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 4. THE CONTRACTOR SHALL PROPERTY GRADE ALL STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD CITY O F ENCINITA PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION AND PREVENT FUNDING OF WATER. HE SHALL CONTROL STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS STANDARDS OF THE CITY OF ENCINITAS AND THE SAN SURIACE WAFER AND AVOID DAMAGE TO ADJOINING MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY PROPFRTIES OR TO FINISHED WORK ON THE SITE AND _1111 Y /0, /996 ONE COMPLETE COPY OF THE SOILS CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED SHALL TAKE REMEDIAL MEASURES 10 PREVENT EROSION REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BY TIIE CITY INGINFIR PRIOR TO ANY REQUEST FOR OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. INSPECTION. PERMANENT DRAINAGE AND EROSION CONTROL MEASURES FURTHERMORE , I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY HAVE BEFN 1NSIALIFD. THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 2. THE SOILS REPORT TITLED f+ORS T PREPARED BY THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND 4.R.Q6RRY 414TE AILYI0,199V SHALL BE CONSIDERED ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE SPECIFICATIONS, AS A PART OF THIS GRADING PLAN. ALL GRADING FILLED AND FILL SHALL BE PLACED IN ACCORDANCE SHALL BE DONE IN ACCORDANCE WITH THE WITH STANDARD SPECIFICATIONS ALL VEGETABLE SIGNED RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN MATTER AND OBJFCTIONABLE MATERIAL. SHALL BE L E N D SAID REPORT. REMOVED BY THE CONTRACTOR FROM III[ SURFACE UPON RCE NO.: 2'7683 ' , ;ash, �,.., WHICH 111E 111L iS TO BE PLACED. LOOSE FILL AND 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM EXP. DATE: 3 "'r /_94 SUBDIVISION BOUNDARY APPROVAL Of SIZES, LOCATION AND TYPE OF DRAINAGE NATURAL GROUND. THE EXPOSED SOILS SHALL BE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO l�;ve` - CENTERLINE RIGHT-OF-WAYS. MINIMUM OF 90 PERCENT. IF SHALL BE THE IIT -OF -NAYS. SEPARATE APPROVALS AND PERMITS , FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, - - - PROPERTY LINE IMPROVEMENT PLANS. WATERSANDD COMPACT HE FILL IN STRICT ACCORDANCE D E C L A R A T I O N O F R E S P O N SIB L E C H A R E - 3 s 0 -- EXISTING CONTOUR 4. WRITTEN PERMISSION SHALL RE OBTAINED FOR ANY OFF - SITE GRADING. 5. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO I IIERFBY DECLARF MAT I AM 111E FNGINEFR OF WORK FOR THIS ( EXISTING ELEVATION FINISH GRADE 10 PRODUCE SMOOTH SURFACES AND PROJECT, THAT I HAVE FXIRCISED RTSPONSIBLE CHARGE OVER THE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS UNIFORM CROSS SECTIONS. TIIE SLOPES OF DESIGN OF 111E PROJECT AS OEFiNFD IN SLCIION 6703 OF THE oU PROPOSED ELEVATION REQUIRED,TO PROTECT ADJACENT PROPERTIES DURING EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, BUSINESS AND PR011$SfONAL CODE AND IIIA1 III[ DESIGN IS GRADING OPERATIONS. ANYTHING DAMAGED OR PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER CONSISTENT WI111 CUPPINI SIANDARDS• LAG DRAINAGE FLOW DESTROYED SHALL BE REPLACED OR REPAIRED TO OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION EXISTING PRIOR TO GRADING. CONDITION. ALL STONES, ROOTS AND OTHER WASTE I UNDERSIAND IHAI IIIC CHF(Y OF IIIE PROJI - CT DRAWINGS AND ,w EXISTING EDGE OF PAVEMENT �IOh MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SPECIFICATIONS BY IIIE CITY OF LNCINIIAS IS CONFINED TO A ��4� '�( � 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY SLOPES WHICH ARE LIABLE 10 BECOME LOOSENED SHALL REVIEW ONLY ANU 001") NOI RCl_l,VL MC, AS CNGINI_ER OF WORK, nF �Q � T.P. TOP OF PAVEMENT MONUMENT OR BENCH MARK WHICH IS DISTURBED OR BE REMOVED AND 'DISPOSED OF. THE TOE AND TOP OF MY RFSPONSIBHllll S IOR PROJECT UFSI(,N. DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED ALL SLOPED SHALL BE ROUNDED IN ACCORDANCE WITH TYP. TYPICAL BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND TIIE GRADING ORDINANCE. BY: UAIT �) ti SORVFYOR. FLOW LINE 6. ALL TREES, BR'JSII, GRASS. AND OTHER JOAN 1). CONWAY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED R.C.I 290 61 1XP. 3-31 -92 MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, OR OTHERWISE DISPOSED OF OFF THE SITE BY THE INVERT ELEVATION AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE F tAV CUT SLOPE 2:1 LOCAL, STATE AND FEDERAL SAFETY AND HEALTH BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE STANDARDS, LAWS AND REGULATIONS. FREE FROM UNSIGIIILY DEBRIS. APPROVAL OF N GIN E E R 0 F W OR K FILL 2:1 LOCATION OF DEBRIS FILL SHALL BE SECURED FROM 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY THE DISPOSAL OF ANY SUCH MATERIAL. CONWAY & ASSOCIATES, tNC. NOT RF CONDUCTED BETWEEN THE HOURS OF 5:30 SHALL 135 Liverpool Dr., Suite A �- ♦ GRASS LINED SWALE CA 92007 P.M. AND 7:30 A, M. NOR ON SATURDAYS, SUNDAYS D CITY RECOGNIZED HOLIDAYS. TEL: (619) 753.1453 EX /STING REL4 /N /NG WALL D. LANDSCAPING -_ -� PROPQSE� RE7AUNIAIG A)ALL B. NOTIFICATIONS 1. ALL SLOPES SHALL. BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY OWNER/PERMITTEE MODIFIED D32 7 / EA . I 1. THE EXISTENCE AND LOCATIONS Of UNDERGROUND ENGINEER. PLANS SHALL CONFORM TO THE CITY OF CURT NO/QST - - - -- PR /VgTE STORMORA /N - 165 IF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 1059 3 RO S T - - UTILITY PIPES AND STRUCTURE SHOWN ON THESE PLANS LANDSCAPE AND IF!RIGAIION STANDARDS. WERE OBTAINEU BY A SEARCH OF AVAILABLE RECORDS. EMCINITAS , C,Q. 92024 TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED EXISTING UTILITIES EXCEPT AS SHOWN ON THESE ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY PLANS, HOWEVER: UPON COMPLETION OF ANY SLOPES GRADED BETWEEN THE CONTRACTOR IS REQUIRED TO-TAKE DUE OCTOBER 1 AND APRIL 15. PRECAUTIONARY MEASURES TO PROTECT ANV I T E ADDRE E. EROSION CONTROL EXISTING UTILITIES OR STRUCTURES LOCATED AT 1058 3R0 S T. THE WORK SITE. IT IS THE CONTRACTOR'S 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RESPONSIBILITY TO CONTACT THE FOLLOWING CURT'/OfTrA[ ('a /9) 43G -9535 OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AND LOCATION OF UTILITIES AND NOTIFICATION MADE AVAILABLE n.T ALL TIMES DURING THE RAINY t OF COMMENCEMENT OF WORK: SEASON. ALL NECESSARY MATERIALS SHALL BE r. SEWER - % qON 944 -5079 fACllITATF ON SI OF T�MPOR�RY TO V TR/cr LEGAL DESCRIPTION 3�^IUv�oc� DEVICES WHEN RAIN IS EMINENT. b. GAS b ELECT RIC - 1 -900- 442 -4133 LL , �iC dls4NT0 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR LOT 8 IN BLOCK 34 OF ENCINITAS, IN THE CITY OF ENCINITAS -wwree Uisr. U. �� Q c. WATER 75 -1145 COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO B d. TELEPHONE - 1 - 800 - 422 - 4133 MODIFIED WITHOUT THE APPROVAL OF (HE ENGINEERING MAP NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER w A9PAfN1- INSPECTOR. OF SAN DIEGO COUNTY JUNE 17, 1883. � °NMIO-15NQ'v 47i -9000 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL V V e. CABLE TV DEVICES TO WORKING ORDER FO TIIE SATISFACTION OF 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S THE CITY ENGINEER AFTER EACH RIJN- OFF PRODUCING OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON RAINFALL. ASSE P A R C E L NUMBER SLOPE RATIO: THIS PROJECT. PHONE: (619) 944 -5070. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION COT: - 2:1 AAA X 3. THE CONTRACTOR SHALL GIVE 18 HOURS NOTICE ON CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY 258- 290-09 FILL: - 2:1 SLOPE DEVIATES FROM THE ABOVE WILL DOE TO UNCOMPLETED GRADING OPERATION OR r - REQUIRE APPROVAL OF THE DIRECTOR OF CALLS FOR INSPECTION. ENGINEER D WITHOUT : FIT 944 -5070. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. M' pSE� a q'" �Z ? \ I < = t ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION u S PUBLIC WORKS AFTER REVIEW OF A REPORT ZOO Q W WILL BE SUBJECT TO REJECTION AND REMOVAL. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL r S 3 FROM A SOILS ENGINEER. TAKE NECESSARY PRECAlTION ' S TO PREVENT PUBLIC Sr��` >i;� Q ° - -- C. GRADING A HA7ARDOUS CONDITION. "' = ° i �° @ - EXCAVATION: Q C.Y. FILL: EZ C.Y. TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE � � � <I G rc 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A � ENCip� QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. ^ bawWT s � ,, ,\ 1 r IMPORT: 62 C.Y. A SEPARATE PERMIT 7. ALL EROSION f,ONTR01. MEASURES PROVIDED PER THE . V . S,..N.r.cw : I o a, +a7!g1 MUST BE OBTAINED FOR WASTE OR IMPORT AREA. J HE SHALL INSPECT AND TEST THE EXCAVATION oIN: air C APPROVED GRADING PLAN SHALL BE INCORPORATED _ _ _ __ - _ _ _ - j SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS HEREON. - AND COMPACTION OF TRENCHES. HE SHALL SUBMIT nip° AV ° s - ARE DISCOVERED ON THIS SITE OF THIS GRADING, DURING a SOILS REPORTS AS REQUIRED AND WILL DETERMINED CL 11 111E SUITABILITY OF ANY FILL MATERIAL. UPON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST 1 1 r T' a GRADING OPERATIONS. SUCH OPERATIONS WILL CEASE COMPLETION OF GRADING OPERATIONS HE SHALL STATE DRAIN AWAY FROM THE FACE OF SLOPE AT THE S _ ,I o of °�: ;:? IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR CONCLUSION OF EACH WORK DAY. " s �r ! DIRFXIC)R OF PUBLIC WORKS, OR THE DISCOVERY GRADING �...� UNDER HIS SUPERVISION AND THAT IN HIS OPINION, MI T s OPERATIONS WILL NCI' RECOMMENCE UNTILL THE PERMITTEE ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED 9. ALL REMOVABLE PROTECTIVE DEVICES .HOWN SHALL BE 1 . I S , HAS RECIEVED WRITTEN AUTHORITY FROM THE DIRECTOR O ws � IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND IN PLACE AT THE END OF EACH WORKING DAY WHEN THE � _ ■ 9 1 OF PUBLIC WORKS 'IC) DO SO. THAT ALL EMBANKMENTS AND EXCAVATIONS ARE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS -4 , _ w�� ,. € sus THE STEEPEST EXISTING M SLOPE WHERE THE PROPOSED h FORTY PERCENT (407,). SILT AND OTHER DEBRIS SHALL K "O II ACCEPTABLE TOR FIIFIR INTENDED USE. _ GRADING IS TO OCCUR IS 3 �r BE REMOVED AFTER EACH RAINFALL. THE MAXIMUM VERTICAL HEIGHT OF FILL = 2. CONTRACTOR SHALL REQUEST FROM THE CITY 10. SHOULD GERMINATION OF HYDROSEEDING SLOPES FAIL TO PR /OR USING THESE PLANS FOR CONTR.4CTURAL OR IJORK � �+ sN. PA _ � THE MAXIMUM VERTICAL DEPTH OF CUT= AND w ENGINEERS OFFICE A PRECONSTRUCTIUN PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% PURPOSE, THE ENGINEER OF k4ORK MUST 8E CONT s' ACTED N °� r,. n ' r CC MEETING AND SHALL PROVIDE AT LEAST 48 � � _ L COVERAGE) PRIOR TO NOVEMBER 15, SLOPES SHALL IN G✓R /TONG FOR NIS CURRENT REQU/RGMENTS LFNO GENE , 44- Q HOURS NOTICE FOR SUCH A MEETING. BE STABILIZED WITH PUNCHED STRAW INSTALLED IN NOTES Wfd/CN MAY � ,.art = �, � VOLUME of CUT ( O FT AVERAGE DEPTH 3. NO INSPECTIONS BEYOND THE FUUNUATIUN ) Z ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND (l) LIE MORE RESTRICT /VE THAN rNOSE SHOWN HEREON: � AREA OF CUT ( O FTZ) of CUT (FT) O � � ., ARE TO BE PROVIDED BY THE BUILDING SEDIMENT CONTROL. HANDBOOK OF THE STATE OF (Z AFFECT THE WORK. CALIFORNIA DEPARTMENT OF CONVERSATION. (3) AFFL;CT THE COST OF Tf-IE 6VORK. VOLUME OF FILL, (1674 FT AVERAGE HEIGHT GRADING APPROVAL NOTICE APPROPRIATELY `n DEPARTMENT UNTIL R ECEIP T (IF L'FI I f � W - AREA OF FILL ( 490 FT 2 ) OF FILL (FT) ,3.5 CE PR 1ATE'I'Ek LY SIGNED BY THE PUBLIC WOHKS KNIGINE *HI NG w INSPECTION. V ICINITY MAP NO SCALE Z Lj REVISIONS APPROVED DATE REFERENCES DATE BENCH RT( SCALE SPECIAL. T 'l AP"OVAL.8 CITY O E NCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W Q INTERSECTiLW Or / Sr eYVY /O/ 1N PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED APPROVE GRAD /) PLAN FOR COWC. SIGNAL 8ASE AT S1.1 COR. OF 4 'j� O "� Q"� 0493 G 1N N TERSECTIO STANDARD DM. SET HORIZONTAL N A DATE Z 4 9I BY: . ( BY: !L C F L U S H W / S E R F A C E STAMPED y� n pN C/TY NG/ EER �UORST REMODEL OC 139, 1968. BY USC GS VERTICAL N A N wn � - -- R.C.E. N0. Z 7 DATE Z Z _` / DATE: ELV- 0076. 476 JOHN 0. 0. CONWAY EXP' 3 ' 31 -�2 WORK PROJECT NO. SHEET I OF 2 5 ADAPTER "AMATNERM #2 G LINDERDRA 5 5 MIS TA SIDC�W \ �1 DNS rLI L L INL L RMATNERM" /NSTs� l"/aLK6//v Pit /N A,55 Oti/N EXIST /NG QC .� �3W /f1 F II Zo 11 riN S G r a IIa rk EX/ST "h r `, .. dvw w ..: ReI"t EX /ST. II3 rk ��,gTEO `. `\ .. II y h � . ,q go PVC D o p STD.PM O.P4 /N GZ�711 ! q^ a /N6 `,�A6 `� APE \� a© 1 1l0' !o T 2 "S% 6L 102.8 301 dRFL1 N II R \�\�q 2030' 3 43 L0 ! EX /ST R /►`/ " " . N(s �Q � q'k'� �: \� �^ , ��, � _ _ /T° RENIA!. 1y,/ /D �� ¢�� �� .. ! _ _ 9 16 5 / doo B3 °/4' "E a IaD / o b ❑ 111/491C47F5 NDS 12x /Z PklC CLlTr- I GRIM .r•+ (PRIVATE 4 . 0 1� - I a . �J a SrREE 3 v W _ Q PRIOR US/NG TI -/ESE PLANS FOR ANY CONTRACTURAL OR G✓ORK PURPOSE, z a' TIdE ENGINEER OF WORK MUST BE CONTACT-ED IN WRITING FOR HIS CURRENT REQUIREMENTS 4ND GENERAL NOTES WNICN MAY ; gE MORE RESTRICTIVE THAN THOSE SHOWN MERLON; (2) AFFECT THC WORK; U (3) AFFECT THE COST OF TYE WORK. W U EX/.SMla 7o0MaAdiR11Y .BY 5 '' ��� X3 &7 LLJ L.i k14Yh/E . RCE" 29577 Z Q ON 10 -13 -89 yP �� 0 C zC REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. W < INTERSECTION OF JST. f,` NWY /O/ IN" PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO ED GRADING PLAN FOR CONC. SIGNAL BASE AT Sh/ COR. OF - INT � ERSECTION STANDARO DM- SET. HORIZONTAL _�_ �� DATE 'L 4 91 BY: mil• BY: � R w• - -- -- FLUSH W/ SURFACE S714MPED qn�7 CITY E G /NCCR 1UORST REMaD6ML 0493' G -- - CS R.C.E. : 29067 ELV. 007G.476 NGINEER BY USC �` VERTICAL NA R NO — DATE: DATE: C /11.L7L SHEE Z OFZ E EXP. 3" 3192 WORK PROJECT N0. ./OH D. CON AY