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2010-10516 G (Plans) RAD' G PLANS FOR I Gxi S , %2R' or ERS O k W RCS CERTIFT H REI Y CERTIFY THAT A REM 1a? S OR GEOLOGIST ILIA I E AIL. BE RET NEE fQ ACT4AAITY AND _ . AUMS Q,N THIS COMPACTION AND STAB ITV TIDE SkTE. WA• to t DkV* MALDONADO DATE LEUCAflIA BLVD OLIVIA IaLDOZADO DATE LA COSTA ON 31x9 GAMES DRIVE CAF LSBAD* CA. 9 08 PUEBLA ST „ SS h \ UNION ST 4 OLIO ALVARARO, A QW ERNE IN THE STATE OF CALIFORNIA, PRINT IPALLY DOING s E, IN � � rA k SOIL MOOM N4is HiREBY CONFIRM �c THAT A SAME 4 ING ANt� S t oy- OF THE (� TIQN 1'+11; ►M=f�fi Wk�k111�f TMIS SITE tAT�+ bra MADE BY ME OR UNDER MY I IR T40% I�E� N THE DATES ,40, 1 210OB ANO DECEM EIa 200& ONE COMPLETE COPY OF THE SOILS R NPORT 1MT#I MY R OMMItNI ATIONS> HAS BEEN SUBMITTED TO THE OFFICE OF TI1E GPI ER• FURTHERIA0 E, I HAKE REVIEWED TH E �� > GRADING PLANS AND COMA& THAT THE .i0.TFD N INCL� 111 SS \ y�� Q REPORT FOR THIS PROJECT IA �N SPECIFICATIONS. d V) SIGNED: SIGNM, cy, RCE NO. qf' RCE NO. EXP. DATE. ? ZPQ EXP. OATE> 1 , , ICON, INC. PACIFIC �0l�LANO IRIS OCEAN SAKI O A 4 1,, ENCINITAS BLVD d TEL (SW =£000 ��� � p �-a W) All © © 0 UNION ST to ST OF E OF WOW THE UN DER NED ENGINEER AGREES TRAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WT I4 THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENoIN " E 'S TRADE OR PROFESSION. TF1 E ENtaWEER FURTHER AMU THAT TIME WORK MM90 HEREIN $HAL BE IN ACCORDANCE I�TIf � �A � � 'SAP THE RULES AND RE�GUL.ATIONI� RE W", I �` THE CITY OF ENCINITAS, TO THE NOT TO SCALE SCALE EXTENT 11•IAT Tl-IE ENGINEERONTOLS SUCH PERFORMANCE. THE ENGINEER It 00 AGREES THAT ANY PLA140KCK OR REVIEW PERFORMED BY 114E CITY OF 04 N ENCINITAS IN ITS CAPACITY AS A PUBILIC ENTITY FOR THE PLAN'S BARED ° BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF LEGAL DE,SC IPT ICJ 00)1 ° THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLAN'S OR DESIGN AND IT M THEREFORE DOES NOT RELIEVE THE ENOINEER OF RESPONSIBILITY FOR THE A PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE v � PLAINS OR DESIGN OF IMPROVEMENTS BASED THEREON. TIME ENGINEER AGREES SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, TOWNSHIP 13 SOUTH, RANGE 4 NEST, SAN BERNARDINO BASE AND AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING f ' MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, SOLELY FROM THE NEGLIGENT' ACTS, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY APPROVED o ERRORS, OR OMISSIONS OF THE ENGINEER $BEET SHEET T&E APRIL 19, 1881. — AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE 1 TITLE SHEET, VICINITY MAP, SHEET INDEX Z OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK 2 GENERAL NOTES AND EROSION CONTROL. DETAILS SITE ADDRESS z PERFORMED BY THE ENGINEER. 3 SITE 1 & 2 GRADING PLAN w ° 4 SITE 1 & 2 EROSION CONTROL PLAN LA COSTA GROWERS DATE cf � 5 SITE 1 & 2 IRRIGATION PLAN 5'156 UNION STREET 3 —�� r. l 6 SITE 1 & 2 IRRIGATION DETAILS ENCINITAS, CA 9^t-0�4 LJ RYLISSELL J. VER64OLZ RCE 59395 RCE EXPIRES 12/31/11 7 SITE 1 & 2 LANDSCAPE PLAN i� A. .N. 256-171-24 8 SITE 1 & 2 LANDSCAPE DETAILS AND NOTES to DUDEK 0 845 THIRD STREET ENCINITAS, CA. 92,024 TEL (760) 942--5147 o FAX (760) 632-01€4 o , . E N CINT A u P1 � C WORKS DEPT. SUP PROJECT STATUS AN BUt„ G,QPT. =NGINITAS FB�RE�aTI� I ET . SW I� EL4 ��TERR DISTRICT E N T S PARKS R CRATN o PREVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED BY: STANDARD PROJECT � UDEK 0 t I A 605 Third Str Encinitas, CA f� 14 � N CIY14 760.912.5147 Fax 7.60.6 AM .. ,. o _ DATE DATE r / ,.SIGNED BY: Dwi I5Y .Q) BY: 1= ., '.IF REVISIONS AP Roul=D DATE REFERENCES DATE �EI�1�1 ILK � .. SI� 1AL t�tfi6�II�T` - AIRA ..S CITY C?I�= �I �kiT� PUBLIC WORKS DEPARTI _NT DRAWING N0. e i I N F ca Tt"fLE SHEr • !' STATION NAe1t=: EfC-26 NAIAD EIS !' k�tANS FEPARi UiIfl£R rliE SUPERVISION a kE MIuIEN17EI APP "� _ QATE: -�1�-/ BY: BY: ' / I ' SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE HORIZONTAL N/A LA COSTA GROWERS m . Li SOUTHWEST CORNER OF A DRAINAGE INLET BOX f61 AT THE WEST SIDE OF PARKING LOT FOR OFFICE R.C.E. N0. : Et�1�19 DATE: DATE: /1 d [ 5� STREET ° :BUILDINGS ON THE SOUTH SIDE OF SAXONY ENGINEER Q % PLACE, 200 FEET WEST OF SAXONY ROAD. VERTICAL N.la EXP. IR/SI(le WORK PROJECT NO. SHEET 1 OF S d FILE NO. GRADING NOTES NOTIFICATIONS: STORMWATER POLLUTION CONTROL LOST CONSTRUCTION -, _ BMPIIMP NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4BY4IN 10 BY 10 CM THE POSTS. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN STRUCTURES SHOWN ()N THESE PLANS WERE OBTAINED BY A SEARCH OF 1. FOR STORM WATER POLLUTION CONTROL PURPOSES RUNOFF ( ) . , ALL UNOF FROM ALL TRENCH UPSLOPE FROM AND CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO IMPERVIOUS SURFACES INCLUDING C ROOF DRAINS SHALL DISCHARGE ONTO ALONG THE LINE OF POSTS. EXISTING PT AS SHOWN ON THESE PLANS HOWEVER. ; DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS UTILITIES EXCEPT GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE THEREFROM SHALL ' BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION 556 WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. - �- UNION STREET PROPERTY, ENCINITAS, CA." DATED DECEMBER 5, 2008 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY PREPARED BY GEOCON INC. SHALL BE CONSIDERED A PART OF THIS EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED --'� GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE NOTIFICATION OF COMMENCEMENT OF WORK: BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH RECOMMENDATIONS AND SPECIFICATIONS OF SAID REPORT. ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL --'� 4 IN (10 CM) A. SEWERS - ESD (760) 633-2770 IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, AND/OR THE TURF/LANDSCAPED AREAS. 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS B. GAS & ELECTRIC - SDG&E (800) 422-4133 THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR 4. OT DRAINS SHALL BE INSTALLED IN LOW FRAME, DRIVEWAYS, OR ANY INTO THE TRENCH. THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - SDWD (760) 633-2848 TO AN IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO 5. ALL STORMWATER IMP BMP FACILITIES SHOWN HEREON SHALL NOT E P') / B I I I FILTER FABRIC ( �( 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. (( III I I ) PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING I I -1 III II I I -_ WIRE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 6. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON �- DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION PHONE: (619 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A EXISTING PRIOR TO GRADING. ) ____�/ , LL�I(-III- INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SEPARATE ENGINEERING PERMIT BE OBTAINED. --/ 1-111111= 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH EROSION CONTROL NOTES �--� MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PROPERTY O�AA�IER JAMES TO CONSTRUCTION ACTIVITIES SURVEYOR. MALDONADO AT (760) 929-0542 OR SERGIO MALDONADO AT (760) 277-2426. SILT FENCE DETAIL 1 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY CONCRETE WASHOUT NOT TO SCALE 4 DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STANDARDS, LAWS AND REGULATIONS. CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 9" DIA. BONTERRA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE " BIOWATTLES" OR 1 1/2" X 1 APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED C SITE TRU ACCESS APPROVED EQUAL 1/2" X 24" THE HOURS OF 5: 30 P.M. AND 7: 30 A.M. NOR ON SATURDAYS, SUNDAYS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES AND CITY RECOGNIZED HOLIDAYS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL WOOD AT 6' O.C. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING ORDER TO THE SATISFACTION OF THE CITY ENGINEER - AFTER EACH RUN-OFF INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED FINISH GRADE HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY PRODUCING RAINFALL. STEEL PANELS/PLATES. INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND \\\ / /'�\ 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS CONSTRUCTION VEHICLES /������ \ . ; , < SUBGRADE PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY P; � - MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE �\ ��% \\\/ WATTLES TO BE KEYED 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY OFF-SITE. 3" INTO GRADE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED WATERS CREATE A HAZARDOUS CONDITION. EROSION CONTROL STRAW WATTLES HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING HAULING OPERATION. PLAN SHALL BE INCORPORATED HEREON. EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE NOTE: GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 1. OVERLAP WATTLES 12" AT ALL JOINTS `- 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 2. STRAW WATTLES ARE AVAILABLE THROUGH / THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. N PROJECTS SHALL B£ CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL HYDRO-SCAPE INC. SAN DIEGO, CA � AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 0) GRADING UNDER PERMIT NO. - HAS BEEN PERFORMED IN SUBSTANTIAL 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END UNNECESSARILY, THEY HELP DECREASE EROSION. o CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILTY FORECAST EXCEEDS STRAW WATTLES AS-GRADED PLAN . THIS STATEMENT SHALL BE FOLLOWED BY FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH EACH RAINFALL. CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL DE'T'AIL 2 GRADING OPERATION. PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING 2C ENVIRONMENTAL DATA: ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. NOT TO SCALE 4 z 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND 1) STEEPEST EXISTING NATURAL SLOPE ON-SITE = 50% (2: 1) GRADING ACTIVITIES ARE COMPLETE. a BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS 2) MAXIMUM VERTICAL DEPTH OF CUT = 6 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. N REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL N MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL N ' STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR SAN DIEGUITO WATER DISTRICT NOTES • 12" MIN rn UNDER HIS/HER SUPERVISION AND THAT IN HIS/HER OPINION, ALL 4) AVERAGE DEPTH OF CUT = 2' EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND 5) AVERAGE DEPTH OF FILL = 0' CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF CL FENCE EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. Uj 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO EARTHWORK Q � PROVIDE POSITIVE DRAIN-AGE AND PREVENT PONQING OF WATER, HE/SHE 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE - SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING CUT 640 C.Y. (EXPORT) CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD CONSTRUCT TYPE B U o PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF BROW DITCH PER I? REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS FILL = 18 C.Y. (IMPORT) PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. S.D.R.S.D. D-75 ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN UNTIL SUCH TIME AS h PERMANENT DRAINAGE AND EROSION CONTROL PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. MEASURES HAVE BEEN INSTALLED. ABBREVIATIONS: NOTES: w 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST CONTRACT SHALL GRADE TO DRAIN, MIN 2% PE a 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO AC ACRE MIN MINIMUM U N TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, CD PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES APPROX APPROXIMATE OC ON CENTER 0 VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND CL CHAINLINK POC POINT OF CONNECTION WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT SEC ON S TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT CM CENTIMETER PSI POUNDS PER SQUARE INCH STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE NOT SCALE 3 o AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CU FT CUBIC FOOT PVC POLYVYNIL CHLORIDE PIPE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO CY CUBIC YARD RCP REINFORCED CONCRETE PIPE BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND DEG DEGREE ROW RIGHT OF WAY p 4. UTILITIES TO MAINTAIN MINIMUM 5-FEET SEPARATION WHEN PARALLELING o TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE DIA DIAMETER SCH SCHEDULE WATER SERVICES. eROFESSI O D GRADING ORDINANCE. E/0 EDGE OF SDRS SAN DIEGO REGIONAL STANDARD EL ELEVATION SHT SHEET 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE 15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL EX EXISTING TG TOP OF GRATE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. DUDE LU $ BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE FL FLOWLINE TYP TYPICAL * e Exp. 12/31/11 .p 0 CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH IE INVERT ELEVATION Y YARD 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL �T CIVI . C �a Dudek&Associates, Inc � 0 A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. IN INCH OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY e cauE° 605 Third Street Encinitas, CA 92024 0 LF LINEAL FOOT ARE SERVING. 760.942.5147 Fax 760.632.0164 ILU z REVISIONS AP ROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT RESIGNED BY: DRAWN BY: CHE. KEQ BY: APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0. ac P7Lf •t� STATION NAME: ENC-26 NAVD 88 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO NOTES AND EROSION CtJN1"Rt}t DETAIL:; ui SET 2.5" CITY OF ENCINITAS BRASS DISC IN THE DATE: �-. ^Ib BY: BY: 10516-G c HORIZONTAL LA COSTA GROWERS w SOUTHWEST CORNER OF A DRAINAGE INLET BOX ."� AT THE WEST SIDE OF PARKING LOT FOR OFFICE R.C.E. NO. : 59846' DATE: I"'��I /-0 _ DATE: 55 UNION STREET t� BUILDINGS ON THE SOUTH SIDE OF SAXONY VERTICAL ENGINEER PLACE, 200 FEET WEST OF SAXONY ROAD. EXP. SI 0l Q WORK PROJECT N0, SHEET 2 Z OF S FILE NO, NEW TYPE F CATCH 5' BASIN PER S.D.R.S 7 D-7 ' 1 � DEPTH. AS EX. 12" RCP SD LOCATED:,.., 256-171-24 CH TYPE II RAW T y — � GATE 01EN-HOUSE 12� �' ti `3 �``"°� a , ,.� '\ � '•, POST EXISTING PRIVATE ` t. N 1 fi E y., STORMDRAIN INLET . GREENHOUSE ;, , a. ' "~- ._. GATE .` RIM TO IE=1 .6 1 TEMPORARY BENCKMARK. ...r.. POST f USPILE ` — y a NOT TO SCA1�E n .., ,, \ `'� `ti SETUP 1, 4.81 OFF E/0 GREE1~IHOUE APPROX. LIMIT , GREENHOUSE " .' `.� _ _ SPI ,, SCR#PTtON: 1/2 IJA STEEL NAIL 1 , .EMPORARY B . , ATE -. 5 E ELEVATION. 15 28 � , ` T- '� 2. 5 X OF'I*' IA O�I4WI ' 1 @F GRADING SEE NOTE SPIGOT TION; 1 " E # SIDE ` IA 5 ` ^ r i� � . . " E ry y �''UE BR,U— PILEa E,.. I, 4. 1 , a . UR�SH` E , LL @ BRUSH PILE �w _` ' �� r- STUMP 2.5' DIA v :% BRUSH PILE DIRT : , STUMP ' �t+ _ _ , 154 � -°..<l , °^* REMOVE DST PILE � w °r t4 11 OD PILE RED Iy 1 /� DIRT y 53 x : _ vJ 3 — — — ry PILE ST P ` a — PALM TREE ~_— DIRT EMUS x �t ��—'— 154 . `', RASH ,PI°LEA �� 31 a PALM T _ __. , __ • FENCE_.L _ : _.. EL 153.24 .,. 6' CL FENCE - FENCELINE ACCEPTED AS CALTRANS R.O.W. F CATCH B . 3 F TYP BUSH « �Q 2 PER D.R.S.D. -7. FOR TRACTOR SHALL N12'57'20"W 357. 9' INLET E S SEE LOGA EX. 12" SD. DITCH P S.D..R. D-75 EXISTING MANHOLE EL=154.34 SIT 101 '� IN TER,ST TE J� NOTE 4 DETAIL 2 INSTALL CONNECT RIM TO IE=19.25' SCALE: 1"=10' TG 1 .50 _ PIPE AS . PER DET 1 PROTECT IN PLACE a. .-. 0 � # 255 l7lm23 r " WOOD FENCE ""' --N11'34'27"E 182.95' 1. E�11rT OF GRADING MAY I MODIFIED BY GEOTE�AL FOLD 1 MONITOR ONCE SUBSURFACE CONDITIONS CAN X x ..,. ... •-w--...� _ ��' � � # Y.,,, BE OBSERVED DIRECTLY � � ° # A 2. DEPTH OF SOIL REMOVAL MAY EXTEND BELOW FINISH GLADES SHOWN w. E �r P ACE ON PLAN. IF EO°'{� CAL ENGINEER REQUIRES ADDITIONAL � u� r I � C ?� °.. EMO At�, CONM. h=R SMALL UTILIZE �L MATERIAL IAL AtPk�@ Y N ._ 256-171-24 € mil' EO H9IICAL GINEER ACHIEVE FI1tSSHED GRADE.G T�EO EN � GIr � . ..v..«.. ' SWALE EENN00SE 4 3. FIND 4: 1 SLOPE SHALL BE PLANTED WITH SUITABLE VEGETATION 6" TO CON"TROT.. AND PREVENT EROSION PER GP-06 & GP-07. ,/ N , I ` 3 4. C�ITRAGGQ TAI L REMOVE UNSUiTABI*E MATE# kAL TO ORIC+INAL EX. PAD I1 � GROUND INCA°' 0 IN THE SOILS REPORT, UNDER THE I IMCTIxON r :._ X 2 BERM lJNtal`NED ,, ,,� /, , ,: �,� AND �'� TION OF 'THE OTEGkI�I L EI� II�IEEt� J / �,,:'pt�• GE 5. CONTRACTOR SHALE. REFER TO GENERAL GRADING NOTE 4 WHIM �' � P�, EXOA ATIN ADJACENT TO CHAIN LINK FENS. �� 6. BEARING AND DISTANCES SHOWN WERE OBTAINED FROM RECORD DATA, NQT F SURVEY. O O - .._.._.._ - I YID TEL Y• ` f f 7. 5 FEE ' ' OIId�D D GB, TIE B i ELG CIJ OF S I m� ' TE► • N '�' C� STEP FOR '13, r ,r , ES MA EARTHW CD � ✓ a✓✓u: • J.I y t!A 'I WA Y , '•�. ' .-.. SOR W o D R 17 - _ EXCAVATION OF UNSUITABLE MATERIAL. 510 CY O CY O� sf� GOD , F ✓ I f ;- EENO�= EXPORT FROM SITE. 560 CY j W ", c _ .., ... IMPORT AI�1 SL 12 CY _...._«.. _ r - MPO CLEAN L TOP E. 1 _ BERM AT D D Y _ _ A C� / ./ _,.. 1 SITE 2 �TION �. w j C1 t] 3 <. �A v ....-. - ....._..... , r lam/ a F_. P GRAPHIC SCALE �. �,., ABLE MATERIAL:-°`� EXCAVATION OF 80 G G X' SETU9 3, 5 OFF E GREEtIHEIIIE EXPORT FROM SITE 80 CY -.. .. SCALE 1 - 10 0 10' zo' DE'St„ PTION� 1�" DIA STEEL NAIL NO ELEVATION: 180•14 IMPORT CLEAN FILL FOR BERM AT TOP OF SLOPE: 0 Y 6 CY DUDEK � f " o " �. 5 ; * Dudek Associates, Inc. NOTE. VOLUMES ARE APPROXIMATE AND MAY CHANGE DUE TO cD _` - '"� TEMPORARY BENCHMARK, Eqs. 12/31/11 605 Third Street Encinitas, CA 92024 - -- ^ � "" SETUP 4. t 2' FF 1~ O GREENHOUSE `' . GOI #TINS EIICOUNiI III Tt IE FIELD AT THE TIME OF cw�� . U) SCALE: i" I O' DESCRIPTION: 1�2' II WGOD STAKE of cAti� 760.942.3147 Fax 760.632.0164 CONSTRUCTiN ` ;,EVATION. 161.82 -.._. --- ,,._ - .y _ ,j; P ovEla TE R i* E r s HATE 1- t T1 I T k ry C 4F t . I PUBLIC WORKS DEPARTMENT MENT DRA ING N0. Rf5f1SI()ITM1S � � DA EI�I:�H �� SSE � : � � � S E VW " :• . IJ PA . UNDER THE U' I�SION QF F11=�t9 ' 1. STATION NAME. ENG 2<f NAB 88 PLA >_ IEp RE MIS i11D A 'PRO .714.0 DATE: 00 BY: BY: ..r N _ - SET 2.5" CITY OF ENO Pt1TAS Bf AS al c IN TME. 9gtOI d OhITAL t" T tQ' LA COSTA GROWERS 1 Q51 G w SQUTk#W T CORNER OF A DRAT AGE INLET BOX R.C.E. NOD. DATE: I a ? fPi�e1 DATE: o IAT THE WEST SIDE OF PARKING LOT FOR Of MCE — 556 UNION STREET RUIGNGS ON THE SOUTH SIRE OF SAXONY VERTICAL K A ENGINEER i EXf3. lSI -tt Q ,• PLACE, 200 FEET WEST OF SONY ROAD. WORK PROJECT N0. SHEET 3 OF 8 _ FILE NO. 256-171-24 GATE G EENHOUSE POST z EXISTING PRIVATE " STOI �RAI=N INLET ,� GREENHO -E „ 1YY .M ' RIM TO IE=1.6 ° -- , wry: GATE E3US PILE � . ,. : 2 ��°`� ST y 2 GREENHOUSE SPIGOT --- STRAW VIA SIP T. 2 ED Y1t „^ A 2 a BK.Ili PILE 2 ' - ` BRUSH PILE "� . ° .5 DI STUMP ' f BRUSH PILE �, � DIRT _ ���,_ ., ��� °-° .°:— _,_,�. .�,.. �.... � . .., . � '. _ v 3 w- . STU P w } I , w ; 4 1 15 � , a DIRT �. `B US.H`, PIKE ( r PI „ ST1 g PALM TREE _.._. 154 �' � ___..._ ._. ._. _,,, °��._.._. � DIRT � �(BUSH)' L�US , �� 1 Qj ,rill E . a,_. BRUSH`S PILE rk ' ___ _... �_ 15 7JIL , " PALM TR . ENC , r 1 �gy .......,_....._.._ „ ..>... .,,. { US!! � .,. I�4 6' CL FENCE _ FENCELINE ACCEPTED AS CALTRANS R.O.W. E �Q BUSH .°�°°°,. .,.. .m., ,.e,,,... —., .a. „ _ Typ DITCH EXISTING MANHOLE ` INTE/t STA TE -- sTRVD s S.D. ' 0-75 RIM TO IE=19,25' 7 SCAB: 1°=1p' SEE 2 ilfT 2 PROTECT IN PLACE :i . X WOOD FENCE F X r , N y.f nrr—t. vy 2I -371-24 ; t (� cb " # ' SThW WA" E ©i M9 i Ji E� " SEE pT } 2 _-r J UNLINED 1�E —^\ ` '" 41`� P�,ACE �T FETE d J N p1I � �. C U LINED SWALE & BERM —.,.. —... r - ... f r- .f f 6iii r t" � o Z f ' f , _� e r � � 4 7� LI�EO SINALE z !`y oN � l ✓ � r.^� `1 I tk}t \ � "� 1 wr ' / f}r FT ' }` STRAW WATTLES f FOR ADOW6, f a / p t / ! ' J .- .) 11L `- -.- . .. -• � v.,rav,........- .»,.w-,....».,..w..—+sn`Try, ...r""Y"f' / ,lC" ✓ 'n,r ✓t' ` ±^h,i jI v .Y" "_'^°' gyp. y~y / F /" .. f �� p:f' ✓ } a f; V / n ' s 1 f , rnMNNSI. 'i+re � .:_ In w ..y t .mr... .. ...v .... _. i .y 1� r '- 000, _w_, _-..... _ ^, r ✓ cn °_. . 4w. lU __ GRAPHIC SCALE m\L — _.._ o Q , . SCALE. 1 10 Y O �° x 7 USE o 1 t „ G1EEp DUDE11% c� - e u t2/PM Dudek&Asseoiaws. Inc. 605 Third �En€icin". CA 92024 ' SCE`»' fl �1 a 760.942.5147 Fax 760.632.0164 O 9 law U ' J :E . cn ! , PPRO�Efl , 13 ':: I `F'EFII" DATE SPECIAL �� l� � ��€� � >...• : . PLANS FRREIAIED UNDER 1H,F SlkPEII01I €11 IEO #e11IEI�11G APt1 > + 1T#* Jlzt A1G ., STAT ION NAME: EN,C 2� NA'VI3 118 , _ F 2.5 CRY OF ENCIWWAS BRASS DISC IN THE :T RRIIOt�hTAL 1 – 10 LA ETA IERS w ISOMWEST CORNER OF A DRAINAGE INLET SOX R.C.E. NO. [SATE: ( E'1! 2 Slll"O AT THE WEST SIDE OF PARKING LOT FOR OFFICE — � 5 W ON ISTREET DUILD[NGS ON T14€ SOUTH SIDE OF SAXONY N A ENGINEER Q % PLACE. 200 FEET WEST OF SAXONY ROAD. VERTICAL EXP. l�—i]1-11 WORK PROJECT NO, SHEET 4 OF U FILE NO. 64* 4 1 1HUIt k_ y ! °r t .. J I.>TI � f �,I� �. MDRAIN INLET E_1 L , SiOR \Ni 9 v 1'1LE `� ,, r" r�� r. nn nI �t• BMW_ . CAF PR0X. LIMIT i \ (`'I � I O A � � � � T���� r v OF 114. SEE NOT e tom,) ' I - REMOVE BRUSH PILE.`:: _., ,, � � w , _ r fl"AF PILE alas . I(I , O ` X iF° ,. = ,w mill i > y i e' WALE ,y �Iw�. , x' ,11 ' 3 t , 154 co ._,t1 f ;LL bit Al A " ro _mow f m x S. S ����R*� , .... . .._- . ,r.., yr .-..._._. .,... „"^.`mot--'-».:. °-�-�=,�•„° ���"_•..,. ,,� 4 L.IN 0 EXTEND # APPROX. AROUND _ t; C - rE.JC'i - � �� .. , -- i s-`t .. 4 .:: _ n r , g - „ ..__� Y r. _ ,, . �: ; GF2EEI!tHOU SITE 2 II t LP,a' l_rld�- ,-, . ' �E_LJ !?,� t_„-=f. iflr,ll,, E,,.,r, �,t. 1IF'C_ t l.;'\ � L,Y ! C,l-,.�I1.; I � �__. , rllr�: I_.F _ � :. ,r ,i'i PE.R S.l iJ',.S 21 (} T. I (7R ! ,__ iv,{vi(', rf Ai_, it :4 711 ALi_ _ h I� �I I !°r I :I il.F1 I , , , . 1 � � r , i... S ^_ Q INLET iJr L �IIIJL.S Ut_� :' `_. j LOU, . j,- E.:r. 31:i. - t , IN TERSTA / f�,It�TE + ^,Nu GE �r,it � _ IEJS�i11 It��lt T �:UI`dP�I ' 'T . ter SCALE 1"=1Q' PIPE AS ftC "dvlgl, FJERl;- ^�--'' Ji_. i AIL. I j SEE SHT 6 F IR IGAT , LEGEND, NOTES AND DETAILS WOOD ,.:' , u....-...—,W.--c.,, .�a,.,....m�......w.ms... ..s.,.••••-.....�ea.e.......m.v ,,.....>n,o.m�.•®-A.w».a......,x...,o,—�..�a ~•® ,,T� u p Y � i `i t r , UNLINED Y 0 S)WALE r f 4�, co f > t /,” rt OR _- N �yg FOR J{ _ f 04 b STEFS TO - I !-OR LZ - � r N, .. 0 :77:77777:75; ` t w ------ ; ',. -o �., (.-,, ......r,^."°'"°"�^ `/' ia' 7 i f•........_ s _ ..-„.,.-�.�°`,«�-^^'^"'� _-v--^ �-'x �,.,..,.-^ ,,, ,„„,_,. »... ..-.•••...^°""`..-° ..-..'”' e""`., 1, j>3; •nom \\ ,� GRAPHIC ISCALE CY , .1 4 ,, , 9 m z _ ._ -- _,,,.,,.°'•" .° `ro, 'gym _„_ r" ' SCALE. 1" = 10' .. _._. e.. _.,. °! as .� ...,, ...»..k 'i ..___._... b �r SCIp�` Q J J � • ` DUDEK m4 _ - � o 1' `' fiO Dudek e t E c mite s°Ins. ,e Q Third Street Encinitas, CA 82024 .. �sAt�: '�"=1`�' 31IA+F2.5I47 Fax 760.632.0 IM 0 SEE S 6 FOR I GATIE�N LEGEND, NOTES AID DETAILS U , _ CITY ,,, „ ., � ;,. Of�k�S DEPARTMENT DRAWING N0. / _ _ , :__,. ��� [�� � ` APR��S C�t� EAI1 � �'� PUBLIC D I •FEIErcF DATE I�AA� f�E�1�I�#N� APPROVED DA J" � r, _ _ - _ _ __ • � • _ PL,AhlS PREPARED ttN�3E� 1' E SIt��iN O C�3MN�EN rN ST�'FI€��1 I��#�1=. E�I� �6 t�fl ,3 10016- r' T 2.5" C1Y ©k' ENGEN1fiA� Bf' � DID 4M Tk4E .HO�1;�ONfiAL 1" ". 1 Q• w a471Jt3US�ET CORNER tlF A DINE fPliF f ( R.G.E. IJCI. DAVE: l tll� tt.!i DATE: ° - Bk1tt6NtE0NQtfl7l B t3tk141Ft N A Elttl+11 €R --�-- ��� "" / `PlAG€. 20o FEAT WEST OF �fiXQN ROAD. RTIC EXP. WORK PROJECT NO. SHEET 50F 8 a - gg S1P S L MMUF. MWEL No. [E` CRtPTM, DMIL GPH NOTES 2 NA RAINBIRD X'B-1OPC SERI—BUG EMITTER (g) 2.0 TWO EMITTERS WITH 1/4" EMMITER TUBING AND TS025-1/4" STAKE - — PER PLANTING BASIN I�-- __- ' "T ILI fff, Q,Ak7n ON 400 11 W_ IG. 00,. n � ! , - i I A M, F. MOM NO DE CI�kI?fi� 1� '�', IL ROOM NA NA POINT OF CONNECTION (P.O.C.) AFTER SSE IRRIGATION PSI EXISTING 3/4 F`VC " FOR ISOLATION OF VALVE MANIFOLDS � BELOW GRADE IN LOOKING VALVE � K� BROS (KBR) BLOOM TRUE 3/4"3/4 PVC SCH I BALL VALVE BOX. NE SIZE, TYPICAL). SET ON GRADE IN VALVE �x 1AtI�IERE LOCATED 4 IN PL 6 1 p r L ��i T' QD S R � E ORMC A —G7 � � BB � �RAINBIRD XACZ S F� 111 '7 K ! . . . PRESSURE MAINLINE SCH 40 PVC 3/4" IRRIGATION MAINLINE SET IN 1 W CHEEP TRENCH 1 FINISH GRADE ATE 2, IrIft1IVE $0 , , " FREE OF ,"; AN ; aTm. ANC3 AND M : _ T�? _ N .. '.. B II ,. ',. t ., 1 FLEXIBLE T 2 LE / ST GIN ` ; . E AND AT EVERY IITE__ EMITTER TEE AiID AT EVERY ...s TUBING �BCJ' TUI��1+tIG POLYETHYI<, .I FL:EIBLE I�1.A. AID f�iD' LSE , . 4 P �tRICAT�IS�I� �� S L ..A • L" E j n LATERAL LI 4$'" O.C. WITH GALVANIZED TIE—DOWN Z E. 5 LEV L ANp OMF'AI E M F I2E I91P T . s P ,, , ABANDONED ,. T N T#�/ VEGETATION MAS EN ACHIEVED , DETERMINED � �` THIS IRRIGATION PLAN IS DESIGNED AS A TEMPORARY SYSTEM AND Vltf,LL BE AF�f'EI�E 'TIC �Ir�`ABLE ES'I'�IS�M�E�1 OF NATIVE E ICE. w... , . � _ IO r . _ .�. BY THE CLIENT. THE INITIAL IRRIGGGATION SCI�I'EDUEE AND MAIMLIM RUN TIME SMALL $E f�ETE1'��1ED M.E�3I�1O 'Tl 'TIDE OF OPERATION THAT f�ESI�LLT� IN SAT�;I� I OF 5fl#L IN . .. ;, N T SCALE EACH PLANT BASIN, BUT NOT ALLOWING RUNOFF. A RUNOFF TEST SMALL CONDUCTED FOR EACH VALVE O1�I THE SYSTEM. THE VALVE SMALL BE TURNED ON AND ALLOWED T() OPERATE UNTIL RUN-OFF IS OBSERVED, THE TIME RECORDED SMALL ICE THE MAXIMUM RUN TIME FOR EACH VALVE. DURING INSTALLATION AND THE FIRST 120 DAYS OF OPERATION, THE IRRIGATION SCHEDULE AND MAXIMUM RUN TIME SHALL BE REVIEWED WEEKLY AND ADJUSTED AS APPROPRIATE PER THE RECOMMENDATION OF THE CLIENT. 1/4—INCH TUBING: POLYETHYLENE DI TR TUSM SMLE—CUTLET EMITTER PLANT 4 1 ry l e. lRrv. 1/4#4KC,*f BAM, TRANSFER 'TEE i i LO 1/4—MC TUBING STAKE 1 2�-INCH PO.YET�ENE TUBING — 1« j 1m AT � EMIT t LOCATION 4 ns ; 7P E t 1r 7'' P rr J CIE JOT: - RAIN BIRD XACZ-075—PRF—BF _ (INC • 075 LOW FLOW ASV BILL N AA PRESSURE TI S CpN VAL FLUSH �{ N _ f BST) 1-1 6 �� �; 1 y '. � N o-M ..^ .. I ISM...` .R ° Q N I PVC SCH 80 UNION 17 ABOVE -fl-NISH . . V 1 \ ,5 $ {tq#�� MI 4 Cow TE \ - INSTAh.L GF n'?l. MIN. eJ : ' _. .. -. . . H040T POW OF =CN E 6 BR MAI,: C P P C P yy - ,:: ,• , CD 5 >�C H ,(I E �, PVC SCH 40 MALE /�fAPTEFtI1 I? . 4 W Lob SHMIPLmmw UV RESISTANT PVC SCH 40 PIPE (1 OF 2) V.LV L . RU" WE GRADE/TOP OF MULCH 1 n, W � '� ��� ��� ��� 6—IN MIN. t/) PVC SCH 4O EL • ° 1: ,''� S ► �.:a"..`L (1 OF 2) NOT TO SCALE � :: ANO:PY PVC LATERAL PIPE .E „ ° O , _ (1 OF 2) .144— I1LS' TIQ N M. RO .�: y . ai t SGAPF Uj o4;f Y fl) l J r Im, �' ` ° a _ w _ Q E NOT TO SCALE — _ ,� o-at` a * Dudek dt Associates. Inc. N' TO 54L. NOT TO SCALE — ., , 605 Third Street Encinitas, CA 93024 760.942.5147 Fax 760.632.0164 -F CAS\ 0 T: DISTRICT „ REVISI©NS APPROVED DATE REFERENCES DATE � �M K _ S� SPECIAL a 14PPF (�.� EI'Tl( 4F EI+��:�1T� PUPLIC WORKS DEPART�AkENT DRAWING N0. .� _ PLANS PREPARED U#}i[ IrI Tk#E SUPEk 1 #Q ! CIF F ECO }1 EI O14 it STATION NAME: ENC 26 NAND 6� DE APFIR I1 1�LA1�t � o SET 2.5" CITY OF ENCINkTAS WASS DISC IN THE DATE: BY: BY: t�(�R1�ONTAL NSA 1A COSTA GROWERS 10516-G w AT THE WE CORNER F A DRAINAGE INLET BO R.C.E. N0. DATE: 1 4/[ Pf DATE: �6 1� 114 STREET o AT THE WEST Slf>� Of PA[± ti LOT FftH OFFICE: BUILDINGS ON THE SOUTH SIDE OF SA XbNY VERTICAL N/A ENGINEER EXP. 4 PLACE, 200 FEET WEST OF SAXQNY ROAD. WORK PROJECT NO. SHEET 6 OF H FILE NO. 2 - 171-24 k, GA GREEN HOUSE `^,..y J S > EXISTING PRIVATE STORMDRAIN INLET GREENH01 ;E r RIM TO b:JUS PILE � , .. APPROX. LIMIT \ GREENFIOUSE �, � ._..,� . . '...,.,. ... OF GRADING _,_ iGOT SEE NOTE 1 — � "j� , SPIGOT rl. H ELF . w f REMOVE BRUSH PILES—: B RCS " BRUSH PILE ry r. _u p U r ' ST N1 t' ON DIRT . t�T�LL ERO -. NCI LI1�*}I�.N�l��ET {� '+a ' ' _,';'G, ',.EJ 0' -.-H .:. `awn„°' ,, f�f 141 l_}'b%C_ DIR i i�'IL.L , ALL PR �k OT SL F?"ER NOTES _ # +�► ' `!! r° MANUFACTURER F� ,_ �d��ULINE SVJALL 1. � = WOOD FILE \, 'FMUVF _ y 9 •may, - 3 ..... .< _ ,' < , i ,” !. I i Cy t _ ^a MC u } 'BR USH '' P(:E v r 4 G , 1 4 J S f LF - •• • _ - • • _._: ;' 6 :1 FENCE FE_NL.FLiNI- A�,�-�Lr�TE_u AS CALTRANS R.O.W. TY CAFC� A - r I B ; PER S D-7. FOR -- C RACTOR SHx, rl _, i DITCH . D. D ; INTERSTA TE INLET OP NUS SEE LOCA X. " SD t __ E � L L EROSION COW . 1 EXISTING PJ1=, �I UL.i=. INSTALL SITE 1 — NOTE - AND FTAII , > 1 INSTALL ' CONNECT 5' ALL PROJECT SLOPES PER NOTES AND TO 5.50 \ / PIPE AS !, F'ER Ritvi Tv IL v. ? MANUFACTURER'S SPECIFICATIONS. SCALE: 1"=10' — DIET A { "I PROTt- CT IN PLACE SEE SPIT 8 FOR PLANTING LEGEND, MOTES AND DETAIL x X rte_ , I __ _,. --• WOOD FENCE P � S _ X . X a X a r � yf i , of u i A0 pL dam' ' 256-171-24 2 y] o' Q a 2 y .Fad Vr,• \ � P�NIJ C�g '`�, , r ry w 4 ,:r UNLINED ` y 1 �, f �r�{f�i SUVA .. r r''__,`AC.��,N INVM" E1�1��N CONTROL MI ST' ON ✓ , v 1 OE °a > .; A t46 I O ES P N / r i : r �� t N —_ r{T fr O r { i3 REMOVE"-T'�-PF ° STEPS TO ALL ) FOR GRADING --. x �� / ` ' ffs / o N - ., s YF (p 1 r ^ r N , �_-i �O0C ,i F _ I� t CJ�I..E a ,,,,,....s._."`_ .. ] py^ -r ° r .,.. J,� - 0 r • - .... _.-. .... ,___._ � ;- _. _.A ._. SCALE 10 to Lo to DUDEK r —• " Fq� +r `� ' T _ ,� P 3 14 Third �uttet't Ent CA 92024 ° SCALE: 1"� - 760.942.5147 Fax 760.632^0164 ` SEE SHT 8 FOR PLANTING LEGEN�D9 NOTES A14D DETAIL �T4 , OF cn t OWN .. DATE SRE . iAILxLl� R1C1' APtA CITY k1T PUBLIC WORKS DEPARTMENT DRAWING N0. RE\lISIOFIS APPROVED ' DATE ��E�€r �� � �I �. „ �: _,, t-- : ' ^N F Rd . •�` _.. ," ; L 411F 11.A ct STATION NA�AhE. ERIC-26 NAUD B'B ` .. PLANS PREPARED UNDER Th�1�E S RYSI�3 €} �EI�£>�EO A-PR< „ DATE: T BY: BY: n SET 2.5„ ary OF Ema As � pl IN T , +��?RIZQNTAI_ I" = 12' - L. k .' lJ w _ _ _ AT THE WEST SIDE OF PARKING LOT FOR FFICE: R.C.E. NO. : DATE: I /2��10 DATE: 11Ft 'FRfi Q p BUILDINGS ON THE SOUTH SIDE OF SAX•ONY VERTICAL N/A ENGINEER EXP. WORK PROJECT NO. SHEET /'7 8 OF % -PLACE, 200 FEET WEST OF SAXONY ROAD. FILE N4. SLM REVEGETATM PL TM PAL S 0*02 AC, sY r i ONE. IDEML 8AQCHAM PILULARIS COYOTE OUSH, 1 GAL. 8' O.C. — ENCELIA CALIFORNIA BUSH SALE ER 1 GAL 4' O.C. 72 i HI ETERwELES AmunmLA Toyon 1 GAL 12' O.C. 6 ! MA OSMA LAURMA LAUREL , MAIr 1 GAL IV Ooc. 4 - --�- MMULU'S AURANTLACUS RUSH, mommy ELF I GAL 6' Q.G. 25 SMOSUCUS ME I A #A Kmwvw B Y t 1x2' �C.. 9 0 ICI M, INTEGRIFOLIA LEMONADERERRY 1 GAL 1 r o.c. 1 I L; IA MELLIFER A SLACK SAGE 1 GAL 6' G.G. 28 MA"!p2 4^ 1. INSTALL. PACIFIC SOIL—A Ski CONTROL MARKET W0778 t # ALL MECT SLOB PER �#ANLIFAGTI.IRER'� PEGIFICATIf�. 2. II #+I C NTR4I. E LAI II ET S IAIx L ETE MPL ELY INSTALLED PRIOR TO PLAIT AND MOWN 3. II« TAL-LATII�I. A L # PLANT MAT f tAL �;#- GkIATI* SIZE AND SHAPE FOR THEIR SJ E. ROOT SOUND) OR f 6 LY PLANTS IdfII�L NGT L� AG TEvI . AI~! PLANTS SMALL BE f M OF PESTS AND b IT WORKING DAYS F M THE CONTRACTOR A L BE FOR WATERING AND PAME01300 ALL PLANTS AND Mi TtkI TOR I) ON SITE. 5. PUTT L BE LET, �#� I� O I�I�R T# � 11� THE GL � &L. THE C A 11 I t PLAN ICl/ Ik B � I �# I I� T"I� I��L L �t�d IrfiN�kL I LL FRW THE CLIENT PRIOR TO MOVING MOLES. 6. MALL QNL Y Q tO� , L NI I 1�#TAL CONDITIONS ARE F,*,MF IILE FOR SUCH AGrNM, , 1 ST NL?ABET h TIt ILTT I� PLAN OR SEEDING ALL NUT UM `Pk� IF I ElaD P�ATT IRES ARE LINftE t I+1A LY I I I, QI IF 1 #E SITE IS EXCESSIVELY WET T OR MUDDY. 7. FOR C*NTANER PLANT INITAILAT } (;LITI '3C' INCISION IN THE EROSION CINTMM ILANIE F APPf 1MAI IwLY TWICE THE WOW OF TK f0 6,U. FOLD BACK MAMW TO [ MET DAMP E DURING MST"AL APON. FOLLOWING PLANT If+I STALLATI AESECURE THE MANIKET AROUND THE I OMALL WITH STAPLES TO AVOID SLOPE D# AINAII l T� CUT. 8. PLANTING HOLES SHALL BE n40 WIT W000 AND ALLOWED TO DRAIN COMP ETELY SNORE PLANTM O PLANTS. 9. CONTAINER PLANTS SHALL BE PLANTED PER DM ,A AND THE PLANTING NOTES CONTAINED HEREIN, AND SHALL BE WATERED THOROUGHLY ESEING PLANTED. (y Y 0 NOTE-$- a 1 . , } ttl{11II# j4E1 # ET T tiM#. I �� JMTLxLAT`IN, # ILS. E x MACK 3 FROM ROOT BALL m 12" ROOT Q o + ;. WIRE STAPLE I<Nm 8 ww N ,# E AT Q0 Ea MM IT cD FINISH GRADE 5 -- ! ROOT LL I- AT ROOT ML e :--_ OF ' m l I i i ; LI�II;LG F IN If4" � wu mix ° TWO, TIME WIDTH I€tlCt l BALL WAM AND TAMP BA LI MIS WELL. ? A#} NO SCALE DUDEK o Dudek St Associate%Ift. 605 Turd Street EacWtas,CA 92M,4 0 750=942.5147 Fax 760.632.04 64 OF CA�tiF .. ._.. ... .- x ;.. - , . i 6 . :i RANI :: - t s DATE # SPECIAL. IITfIT # L # l ?F � I# IT PUBLIC WORKS DEPART. SENT DRAWING Q. � REVtSt�3PtS APPROVED DATE f EREf �� ��lAf�` c� _ __ x PLAN #�� ARE Ikt�OER THE t ''Ef�IIt�PI OF . REC Q, - . � .� . s ..�TATt(7�i HAE: Ef�C-2`� f�A,Ub �8 E.A I� a ` OfAM1=1�DE� APPS. . � . ,; , LAR18 1'11E'E'ALL Amt Nf�T�s8 c DATE: BY: BY: 1051110 V SET 2.5" CITY of ENCINFFAS BRASS DISC in THE HORIZONTAL NIA � LA COSTA GROMRS► �. w SOUTHWEST CORNER OF A DRAINAGE INLET BOX R.C.E. N0. DATE: � ,, � ? ��/�� DATE: AT THE WEST SIDE OF PARKING LOT Fl3R OFFtCf +�++ f �' -� 556 U'MI �'`' o BUIIDfNGS ON THE SOUTH SIDE OF SAX-ON F �ERTtCAL �! A ENGINEER EXP. (� (� % PLACE, 200 FEET WEST OF PONY ROAD. WORK PROJECT NO. SHEET S OF S FILE N4.