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2000-6850 G (Plans) GENERAL IMPROVEMENT NOTES PRECISE GRADING & IMPROVEMENT PLANS FOR CITY OrCARLS."4 A� � ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SITE ti SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION) THE s 4 SAN AN DIEGO STANDARD SPECIAL PLAZA AT E RANCH AL PROVISIONS TO THE STANDARD b a�d�a�0a SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN r4 DIEGO REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL GENERAL NOTES CONTINUED: STANDARD DRAWINGS(LATEST EDITION)AND THE FOLLOWING SPECIAL PROVISIONS: o Lac u g w� 24. GRADING -IAPPL REPORTS CATHESEPL NS.ARE REGISTERED SOILS GRADING NOTES ASSESSOR'S PARCEL NUMBERS LIST OF ABBREVIATIONS GRADING PLANS 4367-1 APPLY TO THESE PLANS.A REGISTERED SOILS OWNIYPP"N 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING WILL ENGINEER OR GEOLOGIST SUPERVISEALLGRAD INGACTIVITYANDADVISE 257-500-02-OQ257-500-03-00,257-500-05-00 "a ®a�r°,�u;v°d SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT-OF- ON COMPACTION AND ADVISE ON COMPACTION AND STABILITY OF THE SITE. 1, ALL GRADING SHALL BE OBSERVED AND TESTED BYA QUALIFIED SOILS A.C. ASPHALT CONCRETE L.P. LOW POINT 257-500-06-00,257-500-07-00,257-500-29-00,257-500-30-00 B.V.C. BEGIN VERTICAL CURVE LC.W.D. LEUCADIA COUNTY WATER DISTRICT WAY ENGINEER OR UNDER HIS/HER DIRECTION,HE/SHE SHALL OBSERVE AND 25 PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BOT. BOTTOM M.H. MANHOLE T NEW 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL BASIS O F B EAR I N B.W. BOTTOM OF WALL MIN. MINIMUM bP1L°n°�� 4 BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS S+ n:a�„ ENCINITAS PUBLIC ROAD STANDARDS. R VALUE TESTS SHALL BE REQUIRED OR RESPONSIBILITYOFANY KINO FOR THE DESIGN OR CONSTRUCTION OF G S: CONST. CONSTRUCT MAX MAXIMUM s 4} REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OFANY FILL �"� z PRIOR TO CONSTRUCTION. THESE PRIVATE IMPROVEMENTS. (IFAPPLICABLE' MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL C.O. CLEAN OUT N.T.S. NOT TO SCALE 9 OUR THE BASISOFBEARI NGS'FORTHISSURVEYISTHECALIFORNIA �HLrxF o STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR C. CENTERLINE NO. NUMBER 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT 26. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR COORDINATE SYSTEM NAD 83,ZONE 6, GRID BEARING BETWEEN C.F. CURB FACE O.M.W.D. OLIVENHAIN MUNICIPAL WATER DISTRICT '" oxwE CONSTITUTE APPROVAL OFANYCONSTRUCTION OUTSIDE THE PROJECT LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THE.�� LANS.ALL UNDER HIS/HER SUPERVISIONAND THAT IN HIS/HER OPINION,ALL STATIONS 81800 48+61 EC"AND"R 1800 58+75 BC"ALONG THE BOUNDARY. CHANGES TO THESE PLANS MUST BE IN WRITING AND MLt °3 REAPPROVED BY EMBANKMENTSAND EXCAVATIONS WERE CONSTRUCTED INACCORDANCE CENTERLINE OFEL CAMINO REAL AS SAID STATIONS ARE C&G CURB AND GUTTER P.l. POINT OF INTERSECTION °"" WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND DIA. DIAMETER PIN. PORTION PARK THE PREPARER OF THESE PLANS. PUBLISHED IN THE CITY OF ENCINITAS HORIZONTAL CONTROL EXCAVATIONSAREACCEPTABLEFORTHE IRINTENDEDUSE DWG. DRAWING SCH SCHEDULE 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT BE BOOK,i.e.N 0°25'38"E. SAID BEARING AND THEBEARINGS E.D. ENERGYDISSIPATING S.D.R.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS 27. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO SHOWN HEREON ARE IN TERMS OF THE CALIFORNIA (� CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF EXIST. EXISTING S.D. STORM DRAIN BERM, CURE, CROSS GUTTER AND PAVING. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER.HE/SHE COORDINATE SYSTEM NAD 83,ZONE 6. EV.C. END OF VERTICAL CURVE S. SLOPE EQUALS p H„„n CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OFALL PERSONS AND SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING ESMT. EASEMENT T C. TOPE CURB 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLYAND NOT PROPERTIES OR TO FINISHED WORK ON THE SITEAND SHALL TAKE THE COMBINED SCALE FACTOR AT STATION 81800 58+75 BC IS FL. FLOW LINE T.G. TOP OF GRATE SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OF THE BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS THE 06478(GRID DISTANCE=GROUND DISTANCEX COMBINED F.S. FLOW SURFACE T W. TOP OF WALL AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THEREARE NO DEFEND,INDEMNIFYAND HOLD THE OWNER AND THE ENGINEER HARMLESS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. FROM ANYAND ALL LIABILITY,REAL OR ALLEGED, IN CONNECTION WITH THE MEASURES HAVE BEEN INSTALLED. SCALE FACTOR). G.V. GATE VALVE T.F TOP OF FOOTING HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR LIABILITYARISING H.P. HIGH POINT TYR TYPICAL MEASURES TO PROTECT ANYEXISTING FACILITIES SHOWN HEREON AND FROM THE SOLE NEGLECT OF THE OWNER OR THE ENGINEER. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL INV. INVERT T= THICKNESS EQUALS VICINITY MAP ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. SHALL BE PLACED INACCORDANCE WITH STANDARD SPECIFICATIONS.ALL N PDES STATE M E NT/SPECIAL NOTE: L.F. LINEAR FEET VERT. VERTICAL 28. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED VC. VERTICAL CURVE NO SCALE By THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE # NUMBER 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL PLACED.LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RESOURCES CONTROL BOARD(SWRCB)ORDER NO 99.08-DWG(NP.D.ES. GENERAL PERMIT CONSTRUCTION OF NEW WORK CONTRACTOR WILL MAKE EXPLORATORY STANDARD DRAWINGS.ANY CHANGES OR REVISIONS THEREFROM SHALL BE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A NO CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER SHEET INDEX EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. DEPTH OF 6”AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT RUNOFFASSOCIATED WITH CONSTRUCTION ACTIVITY. !N ACCORDANCE WITH SAID PERMIT,.A LEGEND SHEET SUFFICIENTLYAHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE,SPREAD, WATER STORM WATER POLLUTION PREVENTION PLAN(SWPPP)AND A MONITORING PROGRAM PLAN NO. DESCRIPTION IF REVISIONS ARE NECESSARY BECAUSE OFACTUAL LOCATION OF 29. THE SOILS REPORT TITLED GEOTECHNICAL INVESTIGATION,ENCINITAS RANCH- AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF EXISTING FACILITIES. PLAZA 2 ENCINITAS RANCH, TM 94-066,ENCINITAS, CALIFORNIA PREPARED BY GRADING ACTIVITES AND A COMPLETEAND ACCURATE NOTICE-OF-INTENT NOI WILL BE FILED 16 INDICATES EROSION CONTROL SHEET NUMBER 4. CUT AND FILL SLOPES ShfALL BE CUT AND TRIMMED TO FINISH GRADE TO ( ) 1 TITLE SHEET AND NOTES LEl6�ffTo>T IS A 53aGG PLAN.3 DATED MARCH AL 2000 SHALL BE CONSIDERED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS Z THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PART OF THIS GRADING PLAN.ALL GRADING SHALL T DONE IN SAID REPORT PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE WHEN RECEIVED;FURTHER,A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING 12 INDICATES STORM DRAIN SHEET NUMBER 2 ADDITIONAL NOTES AND DETAIL SHEET PRIOR TO START H WORK NEAR COMPANY FACILITIES AND SHALL THE RECOMMENDATIONS AND SPECIFICATIONS CONTIANED IN SAID REPORT. SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED,PLANTED THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN O 3-5 PRECISE GRADING AND IMPROVEMENT PLANS COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES. AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A 30. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES,LOCATION NEAT AND ORDERLY CONDITION.ALL STONES,ROOTS AND OTHER WASTE RECEIVED. INDICATES SEWER AND WATER SHEET NUMBER 6 PAVING PLAN NOTICE:ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE �8 WHICH ARE"UNDERGROUND INSTALLATIONS". FOR LOCATION OF RIGHT-OF-WAYS.SEPARATEAPPROVALS AND PERMITS FOR THESE SHALL BE IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S)OFANY PORTION OF THE 7-10 SEWER AND WATER IMPROVEMENTS LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE O4 INDICATES IMPROVEMENTS AND GRADING SHEET NUMBER ELECTRICAL CABLES AND GAS P/P9NGAND APPURTENANCES REQUIRED IN CONJUNCTION WITH IMPROVEMENTPLANS. TOEAND TOP OFALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH PROPERTY COVERED BY THIS GRADING PERMITNO. 6850-G,AND BYSWRCB ORDER N0. CONTACT SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE: 99-08-DWG,AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL ----- SUBDIVISION BOUNDARY 11-13 STORM DRAIN IMPROVEMENTS (800)4224133 31. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. THE GRADING ORDINANCE. PROVISIONAS SET FORTH IN SECTION C.7 OF SWRCB ORDER N0.99-08-DWG. ---- RIGHT OF WAY 14-15 HORIZONTAL CONTROL PLANS 5. ALL TREES,BRUSH, GRASS,AND OTHER OBJECTIONABLE MATERIAL SHALL 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK 32. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT BE COLLECTED,PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND IMPLEMENT - - STORM DRAIN 16 48 EROSION CONTROL PLANS NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS/HER WORK WITH ADJACENT PROPERTIES DURING GRADING OPERATIONS.ANYTHING DAMAGED OR CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED REQUIREMENTS OUTLINED WITHIN THE CALIFORNIA COASTAL COMMISSION COASTAL PERMIT WATER 19 TEMPORARY FIRE ACCESS ROAD COMPANY REPRESENTATIVES. DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO WITH A NEAT AND FINISHED APPERANCE FREE FROM UNSIGHTLY DEBRIS. N0. 00-251: GRADING. APPROVAL OF LOCA TION OF DEBRIS FILL SHALL BE SECURED FROM THE tom— SEWER AND MANHOLE 20-30 IRRIGATION AND LANDSCAPE PLANS NOTICE- ALL EXISTING TELEPHONE SERVICES WITHIN THIS PROJECT 33. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY ENCINITAS TOWN CENTER ASSOCIATES// BOUNDARY WHICH ARE"UNDERGROUND INSTALLATIONS" FOR SUCHMATERIAL. � FIRE HYDRANT 31 LEUCADIA S/GN/NG AND S7R/P/NG IMPROVEMENTS INCLUDING SEANDF,ANDSHSA EERESPOEALBLEFOR STANDARDS, AWSANALL ® STREETSIGN t 1 32 DEre IWV i3itslN VMS Dira�ts LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,LAWS AND " BELL. TELEPHONE:(800)422-4133 REGULATIONS. DECLARATION OF RESPONSIBLE CHARGE BV. �°�"' 7 4 NAMEQ�� L/,�� ,Q IjQ�1✓TD TE I& 33-341 RtTAiNimC. Wnu 1Jl i� 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE 34. GRADING AND EQUIPTMENT OPERATING WITHIN ONE-HALF(112)MILE OFA - , UTILITYAGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND ZtrG�IM/ STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE BEAR THE COST OF RELOCATIONS, IF NEEDED. l HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT HOURS OF 5.•30 P.M.AND 7:30 A.M.NOR ON SATURDAYS, SUNDAYS,AND CITY THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE RECOGNIZED HOLIDAYS. PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS – _ –– -- — LEGAL DESCRIPTION — -- s 13 f0. ALL TELEVISION SERVICES LOCATION THIS CABLES "UNDERGROUND CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENTSTANDARDS. _-- es• 18 _ o INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES 35 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS '. +, • ,, x; LOTS 2,3,5, 6, 7,8 AND 9 OFAMENDED MAP %i 1�• _- - __ - - - - - -- CONTACT(800)422 4133. BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, (UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS OF ENCINITAS MAP NO. 13258,CITY OF CIVIL ENGINEER, SO/LS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE BY THE CITY OF ENCINITAS IS CONFINED TO REVIEW ONLYAND DOES NOT _ 11. POWER SOURCES AND RUNS SERVING STREETLIGHTS SHALL BE SHOWN ENCINITAS TRACT N0. 94-066, UNITS 1,IL AND Ill, I' ' ` . PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN RELIEVE MEAS AN ENGINEER OF WORKOF MV RESPONSIBILITIES FOR '�°( -- � 1 y t} � ON THE AS BUILT"IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE ADVANCE BYCALLING(619)633-2770. IN THE CITY OF ENCINITAS, COUNTY OF SAN h' t ; LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, OR WITHIN EASEMENTS PROJECT DESIGN DIEGO,STATE OF CALIFORNIA,ACCORDING TO " _ DEDICATED TO THE CITYOF ENCINITAS 36. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED MAP THEREOF NO. 13333,FILED IN THE OFFICE CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND MAYERS&ASSOCIATES CIVIL ENGINEERING, INC. OF THE COUNTY RECORDER OF SAN DIEGO z 12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 19 SPECTRUM POINTE DRIVE, SUITE 609 RECEIVEAPPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. COUNTY,JUNE 3,1996. RELOCATED OUTSIDE THEAREAS TO BE PAVED. LAKE FOREST, CA 92630 THE DEVELOPER SHALL COMPLY WITHALL CONDITIONS AND REQUIREMENTS THE t ! ( , sl CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. I3. ES AUMINARIES SHALL VE THED HORIZONTAL.90°CUTOFF, AND ALLOW NO �iJ. ,Y• �A0rNO. ?� ESCAPE OF LIGHTABOVE THE HORIZONTAL. 37. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR DRUB M YERS RC N0.38474 EXP. 3/31/05 DATE STORM DRAIN NOTES: , TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,AN � \ 14. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING:"THE GRADING UNDER \ EXPO CENTER DEPARTMENT A PRE-CONSTRUCTION MEETING AND SHALL PROVIDE AT 1. ALL STORM DRAINS SHALL BE I 350-D l \ \ - LEAST 48 HOURS OF NOTICE FOR SUCH A MEETING. PHONE NUMBER PERMIT NO. 5683-G HAS BEEN PERFORMED INSUBSTANTIAL CONFORMANCE WITH 7 UNLESS OTHERWISE NOTED. \ - - 663-2770. THEAPPROVED GRADING PLAN GRAS SHOWN ON?REATTACHED AS-GRADED SOILS ENGINEER'S CERTIFICATE PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATEAND SIGNATURE OF / I 15. THEDEVELOPER SHALL BERESPONSIBLE THA TANY MONUMENT OR BENCH THECIVI L ENGINEER WHO CERTIFIES SUCHGRADING OPERATION- LEIGHTON & ASSOCIATES: �+�� + MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED EROSION CONTROL NOTES AND REPLACED BYA REGISTERED CIVIL ENGINEER OR A LICENSED LAND 1, SEAN COLORADO,A REGISTERED CIVIL ENGINEER IN THE STATE OF I ! -- SURVEYOR. CALIFORNIA,PRINCIPALLYDOING BUSINESS IN THE FIELD OFAPPLIED SOIL SEE SHEET 16 16. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL OWNER / PE RM ITE E STATEMENT MECHANICS,HEREBY CERTIFY THAT SAMPLINGS AND STUDIES OF THE V I SOILS CONDITIONS PREVALENT WITHIN THIS SITE WERE MADE OR AND WATER SERVICE BY CHISELING THE LETTERS"S"AND"W" REVIEWED BYMEOR MADE UNDER MYD IRECTIONBETWEENTHEDATES UNDERGROUND SERVICE ALERT " I / // RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. SEPTEMBER 19, 1995 AND MARCH 28,2000, WITH SOILS REPORTS OR �� y0G CaII:ToII FREE GENERATED ENTITLED"GEOTECHNICAL INVESTIGATION,ENCINITAS RANCH- 17. THEADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A IT IS FURTHER AGREED THAT THE OWNER(DEVELOPER)SHALL HAVE A PLAZA 2 ENCINITAS RANCH, TM 94-066,ENCINITAS, CALIFORNIA, DATED MAY C p 1-800-422-4133 MANNER AND LOCATION APPROVED BY THE INSPECTOR. REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 17, 1996, PROJECT NO.4940028-008;SOILS REPORT ENTITLED"LIMITED ADITIONS TO THESE PLANS GEOTECHNICAL INVESTIGATION,PROPOSED WILDLIFE UNDERCROSSING, 3 ES ARE NECESSARAND DESIRABLE FOR HE PROPER j 18. ALL EXISTING TREES WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED. DETERMINYTORKS GARDEN VIEW ROAD,ENCINITAS TOWN CENTER PHASE 1/, ENCINITAS, BEFORE YOU DIG 3 19. CONTRACTOR SMALL BE RESPONSIBLE FOR THE REPLACEMENT OF ANY COMPLETION OF THE IMPROVEMENTS. CALIFORNIA"DATED NOVEMBER 24, 1999,PROJECT N0. 940028-026,AND SOILS REPORT ENTITLED"UPDATE GEOTECHNICAL INVESTIGATION, THE STRIPING PAVEMENT MARKERS, OR LEGENDS OBLITERATED BY THIS !FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON "CAUTION'}Remember that the USA Centernotifies only PROJECT PROMENADE ENCINITAS RANCH,ENCINITAS RANCH, TM 94-066, ENCINITAS, THESE PLANS WITHIN EXISTING PUBLIC RIGHT-OF-WAY WITHIN 60 DAYS AFTER mole prose belonging ro the center.There could be other CALIFORNIA';DATED MARCH 28,2000,PROJECT N0.4940028-027 ONE ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK utilities present at the won sffe. The center will inform you \ / COMPLETE COPY EACH OF THESE SOILS REPORTS COMPILED FROM THE of whom they win notify 20. ITSHALL D THECONTRACTORSRESPONSIBILITYTOPREPAREDETOUR ACTIVELYON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE �o / PLANS AND TO OBTAINAPPROVALS PRIOR TO COMMENCEMENT RESPECTIVE STUDIES, WITH MY RECOMMENDATIONS,HAS BEEN SUBMITTED OF WORK. AND INDEPENDENT OF ANY OTHER WORKASSOCIA TED WITH THIS PROJECT OR TO THE OFFICE OF THE CITYENGINEER. FURTHERMORE,I HAVE REVIEWED UNDER M TROL. THESE IMPROVEMENT PLANS AND CERTIFY THAT THE RECOMMENDATIONS 21. ALL SIGNS SHALL BE ALUMINUM WITH 3M HIGH INTENSITY TYPE REFLECTIVE INCLUDED IN THE SO/LS REPORT FOR THE PROJECT HAVE BEEN FACE OR EQUIVALENT. BY. INCORPORATED IN T OV LANS AND SPECIFICATIONS. "AS-BUILT" \ ` NA TITLE - DATE: O�JE L�E,v Eit� •Q�FJiOrQ. 22, ALL NEW STRIPING AND SANDBLASTING OF REDUNDANT STRIPING SHALL BE ZFLArJ/A.t! PfhQ% ib �•CC SIGNED: AOF ESS/p \ LOS ANGELES N CENTER ASSOCIATES II �y % p Q Nq! \�P�E 707WILSHIREBLVD.SUITE3036 "/ Jf//S+G�� BL� Q� P COO F P� 17 \/ Z. ' RCENO: � 1033 �Qy ti� P.E. EXP. DATE 23 NAME SIGNS END TRAFFIC SIGNS Y THEDEVELOPER TO THE CITY ENGINEERS APPROVAL. 2�31533A8100O CALIFORNIA 90017 y O a REFERENCE DRAWINGS E5 y ® rrn REVIEWED BY: ( ) EXP.DATE IZ 3t Lvo3 w N®.54033 ®Sf su T 7D ZE 7 r o Z * Exp. 12/31/03 * ENCINITAS RANCH GREEN VALLEY UNITS I&Ill DWG.4334-I INDEX MAP \ \ \; 4 5£E sH�E7i,D lIC IZC 513010 r ENCINITAS RANCH LEUCADIA BOULEVARD DWG.3957-1 r 'AS- U/LT p.'I, 3 s�qT CIVIL �� ENCINITAS RANCH GREEN VALLEY UNITY DWG.5683-G SCALE: 1"=100' Z. TOWN CENTER DRIVE \. J w SEE NEW SH7S, COMMUNITY t-t E p p o.t•1.W.D• "AS-euI�T'�SNr. E $' 4 /OE 7. to FOF CPI INSPECTOR DATE CALLE BARCELONA/GARDEN VIEW ROAD EXTENTION DWG.5683-I U COMMUNITY SERVICES COMMUNITY DEVELOPMENT O NHAIN MUNICIPAL WATER DISTRICT LEUCADIA COUNTY WATER DISTRICT ENCINITAS FIRE PROTECTION DISTRICT SAN DIEGO COUNTY DEPT. OF HEALTH CITY OP ENCINITAS TRAFFIC DIVISION w ©� ��-30 0/ A 3 POTA ATER SYSTEM APPROVAL 1 PUBLIC ER STEM APPROVAL y o S *a I ZELMAN RETAIL PARTNERS, INC. - -- LL _ - _ g, - _ • _ - 93 c� 14 " - % - I 1 7"95- t82 ` . 13 13 t _ O t 0 S L 4 t` 1 } r , 11 O O � , t 9. 9 82 v r 91 91 Of •l �l O -O ' _ O 9180 1 { 91 V 12 1 �1 u � t rr l � i 1 I ss t � t r 92,fl 1 821 89 89 9P 88 i m 1 1 � -X . U m i r = j t •'i A 5 - 1 DATA TABLE DATA TABLE 4 I �I O �� O BEARING/DELTA RADIUS LENGTH TANGENT REMARKS O BEARING/DELTA RADIUS LENGTH TANGENT REMARKS ` I N t "I j` O N 19°02'44"E 135.00 6"MEDIAN CURB S88°1824"W 0.82 6"GONG CURB O i3 1 is 13 ti t l ��i 31 S 19°02'44"W 41.67 6"C&G to S 1041'36"E 11.00 6"CONC CURB 30' 9, 1 O 91 a% __. 91 0.91 *n 91 O 9t goo "? ' S {��1'. }, 32 N19°02'44"E 157.87 6"C&G 1D S19°02'44"W 13.00 6"CONC. CURB 91 9091 90 f. 91 �; 1 91 901 ! O 73 O s1 m sa 0100 O O _ n 1 n! - s�891 sbas �9 7 ng0� O j i I'r; 33! N 70°5716"W 17.17 6"C&G ® 10 25°02'35" 53.00 23.17 11.77 6"GONG CURB O O. O; O m O 00 O '( O 92 OI O, O OOjOO O 77 �� , 4 92 ag . 9�as szaas s2 as �. �l �� ' �! 180°0000" 2.50 7.85 6"C&G S70°5716"E 7200 6"CONC. CURB t, 1 I �, Z li ,il 444) LU 13. 13 30' i , r f Uj 13 '� ti � � ±� 0�,�''t ,F � S70°5716"E 14.60 6"C&G � S19°0244"W ZZ00 6"CONCCURB 13 a m 0 S 19°0244"W 4.00 6"CONC. CURB S 19°02'44"W 22.00 6"GONG CURB �+ N 34 ' S 19°02'44"W 42.00 6"C&G ip 110 04420" 300 5.80 434 6"CONC CURB 9 ) } . ' j �O I ' 1 O 3a S19°02'44"W 82.59 6 C&G t 159°15'40" 2.75 764 1503 6"CONCCURB O O 82 82 r ' r 91 90 91. ® 95 '1 91 O O 9, O 95 91 O i fJ " _. -�� O % r' s9 S70°5716"E 12.54 6"GONG. CURB 10 S 1°4136"E 1250 6"C&G W r �- 000 O O OO O 92 , 92 89 91 O 819589 91 O, 17 „>2" 89 91 ` 90 92'• 89 91 90 92° 89 91 90 92 89 91 9D I CURB t//, , V.1 n1 , 1 00 O O 0 -000 -- O O O O S70°5716"E 13.45 6"CONC. C 11 159°15'40" 3.00 8.34 16.39 6"CONC. CURB 95 92 1 i� 82 82 9 'm I2 921 89 f 92 99 " 1 O, O S70°5716"E 14.00 6 CONC. CURB 11- S 1°4136"E 6.06 6"GONG. CURB S 19°02'44"W 72.00 6"GONG. CURB ® 11 90°0000" 3.00 4.71 3.00 6-C&G S70°57'16"E 15.00 6"CONC. CURB 11 90°00'00" 6.00 9.42 6.00 6"CONC. CURB I ' %°J / 90°0000" 3.00 4.71 3.00 6"CONC. CURB 11 N70°57'16"W 121.29 6"CONC. CURB 13 9 I I I ! 9f. gp, gy 9tl r s1 gp, s1 yp O O O S 19°02'44"W 108.00 6"C&G 1i 20°4420" 12.00 4.34 220 6' CONC. CURB 000'0 OOH 9 - - 4 - - O s1 s0 s1 sB 91 ''� OO �//� 52 " qe 90°00'00^ 10.00 1571 10.00 6"C&G 11 S19 9.20 6"GONG. CURB ';,9 � -.77 Ok O t • 92/sg ' 77 ..-- �' 8� g*Ol i 92 89 87 r; O = 1 ? 92 89 92 89 d 92 , , s2 O O OO.O O1O OO t !f 47 S 19°02'44"W 30.61 6" NC. CURB tt S 19°02'44"W 12.99 6"GONG. CURB N 70°5716"W 37.66 6"C&G 12 N 70°57'16"W 32.00 6"CONC. CURB 13 13 l"° '� �� l� f ! T -` / JI N 19°02'44"E 16.00 6"GONG. CURB n S 19°02'44"W 19.60 6"CONC. CURB 44 01 Q 37 90°0000" 2.00 3.14 2.00 6"CONC.CURB t S70°57'16"E 45.00 6"CONC. CURB 13. g. I '1 'i i f0 ..�.. Q I l � i / ! 30 13 s 1 0 1r - 81 + � �R �� 51 S19-02 27.73 6"GONG. CURB 12 S88°1824"W 6.00 6"TOO"CURB O O C? O O _ I 1 91 90 91 OI; 91 90 9i. 90 9} 90 t 83 O 1S , 4Y _,S„ 5 I ' t O I OOO O O O'!, O�O -± -_ - d 51 vs" r s, ? 1 57 S 19°02'44"W 27.62 6"CONC CURB O N88°1824"E 6.00 6"CONC. CURB g} 90 91 90 91 --I O�O., it 77 77` 99 :I �', °° 92 al 92 0,.. 92 lO. 30 l ' 9210 O O O N77°1455"W 12.50 6"CONCCURB i1 S 14136"E 1550 6"C&G g2 ;D 89 101-98 92 92 89 r Y k _� 1 l 1 9 t3 I i tY a2 N 12 045'05"E 54.00 "CONC. CURB t2 96°1740" 30.00 50.42 33.49 6"A.0 CURB f3 t O S 77014'55"E 14.00 6"CONC. CURB 12 S 1041'36"E 3.54 6"CONC. CURB 45 pas f 13 t3 . O 86 . 1s ; i, ,� ,i � 2°45'05"E ;° � N 1 4 85 6"CONC CURB 12 73°56'01" 600 774 4 52 6"CONC CURB s " ' 19 qp ' r fl # $ f #� r' 72 00029" 5.00 6.28 3.63 6"C&G t2 85°19'40" 3.00 4.47 2.76 6"GONG CURB 1 O O OO O ..--Ij----,85 - 47 i i �. --. ---_ r��r ' € 1 S 1°03'13"W 33.17 6"C&G 11 180°00'00" 3.50 11.00 --- 6"C&G 90 91 911 91 t I O 63 ! ° 77 pb O�O OO-OI�O. 8} -•..,� --_. r O g2 89 92 89 s2 89 ',.� _O 9 O > f 6"CO 20.42 13.00 6'C&G „T ✓ U t 24 D "E ° " } / O 1 + r f O N 1 83°4220" 2.00 2.92 1.79 6"GONG CURB t3 90000'00" 1500 7.85 500 6"C&G } I c', t,.8 �,- 13 18: 71 , 53 .! 97 tI r 'j J 8} 96°1740" 5.00 8.40 5.58 6"CONC. CURB 13 180 000'00" 3.00 9.42 --- 6"GONG CURB N12°45'05"E 57.72 6"C&G Y3 180 000103" 3.50 11.00 565617.04 6000NC. CURB ' 11 10 q 1 r O 96 01740" 2.00 3.36 223 6"CONC CURB 13 S 1-41 36"E 13.50 6-C&G t s 13 15 �� 9' i 15 11 r 78 r l 13 ' - G2 i 0 0 { r a9 1 i N2) S7 85 11 O . 8j % a O N77°1455"W 14.00 6"CONCCURB ® 13 4748'41" 12.00 12.38 5.32 ry 6'/ 75 _ - ,. - 4a,,, .J % .' / I 'j ,t' j b "_•, S 19°02'44"W 1.67 6"CONC. CURB 0 11- �" 79 , 11 15 ' f � ��< , t �_ _ a / _ 9z N 12°45'05"E 3.80 6"GONG. CURB 19 N 70°5716"W 7.61 60C&G i S70°°5716"E 10.13 6"C&G 13 72 01444" 10.00 1261 7.30 6 000NC. CURB 49 N 19°0244"E 70.33 6"C&G Y3 S 36°48'02 W 37.71 6"GONG: CURB 1 ¢ 4 } 70 20°43'35" 50.00 18.09 9.14 6"C&G 14 S 104 136"E 200 6 0GONG. CURB f / 10 >1 S39 046'19"W 15.62 6"C&G t4 S70°5T16"E 5.16 6"A.000RB 7D S 19°02'44"W 23.23 6"C&G 4 14 S 19 00244"W .0 "C G j - j 7} / y , 1 73 S 1°4136"E 248.18 6"A.C. CURB 4 1a N 70°5716"W 13.00 6"GONG CURB fJ c I 70057'16"W 36.14 6"CONC CURB N 64°0244"W 16.09 6"CONC. CURB 70 7 ws, = 30 32 i 'i ` e` 7 125 010'56" 4.50 9.83 8.68 6"GONG. CURB e 4 Y4 N70°57'16"W 4.12 6"C NC. URB O �M b m jJ s 30 ;�,r ? \a 5, P x h? S 19°02'44"W 28.19 6"CONC. CURB � • . _,, f r t ?4, - : , a 40 G 0 A 20 SC40 E 80 r 077 S 1 4136"E 26.00 6"CONC CURB r _ O � y '�-.�'\.'may �`' W � r tJ Jn' >f`3fi ✓"� .C' X ✓�' f� f ss S88 01824"W 36.95 6"CONC. CURB 14 S88 01824"W 2.90 6"C&G f _ r i t JJ Zs S 88°1824"W 99.00 6"CONC. CURB 14 S 88°1824"W 95.00 6"CONC. C (IN FEET) /t t !1 SCALE. 1'=40' 90 N 104136"W 11.00 6"GONG. CURB S 1900244"W 36.00 6"C&G X st: S19°02'44"W 11.50 6"C&0 15 N70°57'16"W 11.00 6"C&G S 1 4136"E 13.00 6"CONC. CURB 15 S 70057`160E 3.50 6"C&G S88-1824-W 9.00 1 � t � ,i S88°18'24"W 108.00 . 6"CONC. CURB CURB 90°00'00" 25.00 39.27 2500 6"C&G <' � 90°00'00" 3927 6"C&G ". 95 S 1°4136"E 27.81 6"CONC. CURB l® N 70°57'16"W 13.00 6"C&G 25 00 S 88 1824"W 7.34 6"CONC. CURB 180°00'00" 2.50 785 6"MEDIAN CURB 2 _ O ( a7 S 1041'36"E 12.92 6"GONG. CURB 15 90°00'00" 3.00 4.71 3.00 6"CONC. CURB "0 - O � N43°°1824"E 500 6"GONG. CURB S 1°4136"E 11.50 6"C&G Z� 8 ® i5 N 31-4828-E 12.96 6"C NC. CURB N46°4136"W 500 6"CONC. CURB ® 1 77°14'17" 3.00 4.04 240 6"GONG. CURB S43 01824"W 500 6"CONC. CURB ® 1st S70°5716"E 13.00 6"CONCCURB ° 3~ 4 S 46°4136"E 500 6"GONG. CURB t�G S 19°02'44"W 36.00 6"C&G Opt s3 S88°1824"W 115.21 6"GONG. CURB ie S70°57'16"E 11.00 6"C&G i 4 O S 88°1824"W 5.46 6 000NC. CURB ® 90°00'03" 3.00 4.71 3.00 6"C&G w S88°1824"W 37.93 6000NC. CURB g . S88°18'24"W 2346 6"GONG CURB 0 w S 12°45'05"W 3.03 6"A.C. CURB O 9B S 14136"E 25.00 6"GONG. CURB \ O O / f " - 9s S 1-4 136"E 12.93 6"CONC. CURB z m REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: DESIGNED BY DRAWN BY CHECKED BY k Q�OFSSSrON R.J.G. R.J.G. D.J.M. APPROVALS CITY OF ENCIN17AS ENGINEERING DEPARTMENT DRAWING NO. REPLACE SHT 15 WITH SHT 15A eo .mA r "< DESCRIPTION: TOP OF BRASS DISK Y A"r oe FRS S2 PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APPROVED BY: TM 94-066 w 4 REPLACE SHT 15A WITH SHT 15B IN WELL MONUMENT. z HORIZONTAL CONTROL PLANS FOR HORIZONTAL: AS SHOWN YERS&ASSOCIATES m v¢rn REPLACE SHT 158 WITH SHT 15C ` o LOCATION: STA. 81+72 EL CAMINO REAL -- Civil Engineering,Inc. w No.864fT4 A 68 50-G °o z g, DATE: ��9�oZ BY: BY: PLAZA AT ENCINITAS RANCH AS- Ali ILT w z RECORDED FROM: S.D. CO. VERTICAL AS SHOWN FLAxHtrac•ENCnDrive-C•eUAVBYINC O' VERTICAL: 19 Spectrum Pointe Drive•Suite 609 s P CONTROL PAGE 105 Lake Forest,CA 92630 rq elves a R.C.E. NO: 38474 w (9491599-0870 TFOFCA�tF DRU J. MAYERS DATE: DATE: 4�/G 1 a > 4 o z w ELEVATION: 79.72 DATUM: M.S.L. (9491599-0880 Fax REGISTERED CIVIL ENGINEER EXP: 3/31/05 - c HORIZONTAL CONTROL Z n :nwww.ma cvl.eom SHEET15COF 34 Owes Owg.Revision Date:02815/2001 BY. R.J.G. PLOT DATE:04/08/7007 - P.100-0040-01 PROMENADE 14AGRE COMMERCIAL SITEIGRADINGIPRECISEISHTISDWG IT, 11 ' _` a � — _ _ oo EROSION CONTROL NOTES: 1 f. ' =m vn ' 1, • __ iv - _ '._--- "— -- \� / / s .t ._---i-- - - 1 !'t nom" �r - -- f,- f - / > I r ~ j l } --� - - - 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JERRY MCKEE ` - - — _ AT(213)533-8100. t _. ` U,n Fr�II�C ,w/�� U- J I 2 EQUIPMENTAND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLEATALL 21 LLr CT, MING WA A y TIMES DURING THE RAINY SEASON ALL NESSASARYMATERIALSSHRLL BE STOCKPILED O FEF Jh 6. 6 n SITEATCONVENIENTLOCATIONSTO FACILITATE RAPID CONSTRUCTION OF TEMPORARY c. %;�' 9 ; DEVICES WHEN RAIN IS IMMINENT. NIL -._ r — 1 r , �U,11C pt=.11 , __.._ p _ 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL - n : -- /} - r _ _ - - z:: s - / FTHEEN l INSPECTOR. --_- _„ __-_ O ENGINEERING / _-•--; - s:-.._ i,- ...'ABC, f \ ..a.°..'`. 1� •!.ryt') t ,;� ^`a, W -i C#�,\+;"'C-3.,> I "4 U� W y r lit _ THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER F p r g TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. �. '�i ,i4,' t°i+;w ,^ r,.. l �:r•vu 1� t 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE ti �` CH PER REQUIRED BYTHE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH E w _ C S C S Y � i // 6 PRECAUTIONS TO ,°_ c3 THE CONTRACTOR SHALL BERESPONSIBLEANDSHALLTAKENECESSARYPRECAU �-- -- - _ — r� v e'• — Q — - - S ONTO AREAS WHEN IMPOUNDED WATERS CREATE A b , 4 rr PREVENT PUBLIC TRESPASS HAZARDOUS CONDITION. i ./ •{' ''� r 1 1, 4, ' /' jr`' � f, f'ti;C+, h�i�l ,.�`��. �,\' ,!..;�it% ^�'.ir " .\ ,. `iix r �\ ' �. h�/'o- 1� ' S /cf, f w /.' I t, 1 y -�•i :; t -_ 7. ALL EROSIONCONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL C _ } F--.—_j`� _..---,.� �' j /f 1l'' y t } 4i % � 1 ✓r t ' II ,s.arsr.. �,/. /�_ ;Ci,. 'i ' + r°i;_ 4.,/ (: µT ' S `^J�( rd� . , T L s BE INCORPORATED HEREON. V I CHECK DAM PER ��'G �� j "(�' T`' 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF X41 <, tis' �� CHECK DAM PER G ' : , , ' ^/� DETA/L "D" f i t SLOPE AT THE CONCLUSION OF EACH WORK DAY. DETAIL ttDtt ° I 9: ALL REMOVABLE PROTECTIVEDEVICES SHOWN SHALL BEINPLACEAT THE END OFEACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY i j /�.-- f a. N n , 1 i y c - 5 PERCENT(40/o). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 23.5' a \ / ( {; 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE j r HY Gl j T n OF GRADED SLOPES(90%COVERAGE)PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF n.r L � _ �tij' � , r THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA a f ' I 1 ' j � `i� DEPARTMENT OFCONSERUATION. :Yn " ii ; {`{ ,. HYDROSEED E y_ ,/ '• 1' 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL /.v, �, { I I 4 I < - yy TO VERTICAL)OR STEEPER WHEN THEYARE. I h r j / �0 7 A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. r J u t b �\� G ao, N i. t a } CHECK DAM PER K '' ,�� "D" p\i \ B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO } I r°J4 T \ I I , DETAIL �\ p - EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED t } + l r r " 2" BY THE CITY ENGINEER . lJ �{ '+4'f'4 it _ i 4 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL �9rN. - __ - — 1 DESIGN FOR THE GROWTH OF THE HYDROSEEDED GROWTH. U T 1 # AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.' I - it T i, v� 1. ROUGHENING THE SURFACE TO BE PLANTED BYANYOR A COMBINATION OF. / / d �y �� - A. TRACK WALKING SLOPES STEEPER THAN 6.1. O @ g , I I (, y ��G� I �- Ali G. `V� � ...rd > s �"3 E �'"•.aI'"„ b 1 . B. RIPPING AREAS THAT WILL NOT BREAKUP USING ITEMA ABOVE. 1 < { j _____ �' a q /{ ti j 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.' ' E ,�� ? ti ^ ` i. �u i �t� �� j i I}j , I r�� :I I \ � , � A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDER DAMP BUT NOT SATURATED 4 \'v Lt j SEED BED. r\ ¢ ti, B. THE ADDITION OF SOIL AMENDMENTS,PH ADJUSTMENT,LEACHING OR COVERING r !� a; ,t ! [ , h"` U, ee pt �• Z �J� i i , I :;,;IN, / Y SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. ? 3 ly ' 9 � �I O HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, Z UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 7 ' CHECK DAM PER I ! ( DETAIL "D" /'Ui; I /c F j y, Ii , Uls r ti W {i j 2", ei "' x1 r�•�'r \L 1� z..;,V �i t *, ��C; I r11,�_% j '1�/4, �:, Cn 40 ? t aY57. c r \< # 4 Uj 7 v a ` r F� CHECK DAM PER � _ .l�� TAI - L ttDn I V ' c j� .\ ^. �T .` s✓ y,t .. DE 4F.('F. _.7'` ;`, a. - r» 4: n\ " . ,�''4?z �t•�»� F ''V 1 t t iti� GI rji..9 i -z' __-- r � � ' ,�, G� ♦ F! „•S�R :s`.� „,�, '-�: �'` �U �: , - '` . �+' � �`{ /^�\' I� `,`;T ��I} �� G I � �i/�,�f n^ PER !tr ; DETAIL D t 157,0 F.s; - I � CHECK DAM �.I __ r SrC EWRLK ' in i -- = -._. s ,r Q s 'ate_ ^w.. � " tt -'� Itlt -k..._ '--.. it`i_ '. ,„ .i/l c, ..^'^ x, sar.= >. +,°vw=.rzx. - _ ' ' ''' ``��''/! j ,I_.O I &i rr ,_>... - .'. '�- 8 � °r a-2=w€- _<...em.: �,� i © t 'r ,.,,�. -,u _ '---- -'� _ r� i 7 I• '" -,.�.. t, .:� x 5 n� r-. ._--,- ,,' (� r ��. f � < __ 7fy -- <,i k. i fs ,gym - _ _ s � y�° r . k c, wits- w� �('}t` 7�. � J to ', 1---�__t ',-S - -_ �_ '�d l � r `V i � < `n. Y' I ._ _ .._ _� < `✓� `mac. , � - ,_ 44w 'tiy4i,�J r �`'� ` � U - t> u' w I L � �� ,� � • : �X3;V '.`Q{y S ° iy�,'C,` � �:.- Qi Or W CHECKDAMPER a I'd T;.�� r. W " �-_ �� -� -- GRAPHIC / SCALE 30 0 15 30 60 , ;'� INFEET _. �. p ix 1 , ' I ,' ,,/` .�' ^v ^`sw•"a,„-"o-_ ..-, �--„'°-"�,... `�,"...'-..`�_-.-. -`'- �--.�- .- �` ,-_.. � c-. `,.,,--.._. .'��*�” `,`^ O 4�g '�� 4°ti% -' CAL - 2 m o� o> DESIGNED BY DRAWN BY CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANS PREPARED BY: APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. /ti Q1 0"" S'aro R.J.G. R.J.G. D.J.M. m DESCRIPTION: TOP OF BRASS DISK PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED BY: APP ED TM 94-066 0Q EROSION CONTROL PLANS FOR IN WELL MONUMENT. HORIZONTAL: AS SHOWN P?YERS&ASSOCIATES m 6850-G CO z No.38474 LOCATION: STA. 81+72 EL CAMINO REAL Civil Engineering,Inc. exn.T3,ms a DATE: //�D/ BY: M BY: A ' T T A ^ 9) RECORDED FROM: S.D. CO. VERTICAL VERTICAL: AS SHOWN PLANNING•ENGINEERING•SURVEYING � � -yl/f�^2 PLAZA A 1 E N C I N I 1 ,AS FLAN C H _ °o w 19 Spectrum Pointe Drive•Suite 609 3} CIV11- ?P R.C.E. NO: 38474 CONTROL PAGE 105 i a e or o,o 92630 "rEOcivo- � DRU J. AVERS DATE: S/ I S /� � DATE: 5'1 ! ELEVATION: 7972 DATUM: M.S.L. (949)599-08801 x REGISTERED CIVIL ENGINEER EXP: 3/31/05 EROSION CONTROL PLAN z z h[t ://www.ma ersciviLcom SHEET 16 OF 31 p W Dwg. Revision Date: 0210512001 BY.• J.C. PLOTDATE 0510112001 P:100-0040-01 PROMENADE 14 ACRE COMMERCIAL SITEIGRADINGIPRECISEISHTI6.DWG 1 EROSION CONTROL NOTES: R ( - ---- '- -- J � --- -- --_ -_ --- 1. Y WORK IS REQUIRED, ONTAC � 'ti, F ! IN CASE EMERGENCY ED C T JERRY MCKEE ---- _ o- r` - AT(213)533-8100. , �_ __ ---- , , ,, �,_ - _ i -i t�, . 'P1+t r� A`•,` '' EQUtPMENTAND WORKERS FOR EMERGENCY WORK SHALL BEMADEAVAILABLE L ?, I'' '� (121,.51A� ,-EXIST/A1G RF7f1iATfiV IWA - RAINY SEASON.ALL NESSASARYMATERIALSSHALL B PILED O - - - - - - L., n ,_t+,, TIMES DURING THE ES N PER D'04! i•58 --- - Y �, - _ = _ -- :i SITEAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION EMPORARY �•c% -' 1 { ._ 2 -'� C i ? a r ___ DEVICES WHEN RAIN IS IMMINENT. / f "� 5 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODI WITHOUT THE APPROVAL - - 4t VC Y?_1 +.�` . a _. �� LL� OF THE ENGINEERING INSPECTOR. "T r :,�. t a�!t \ i ��:CS i"i _ _Y\2.:1=?�.^2 ,.5,vi.. um—+ _- _ !sv® ' _ s f' x. ° ___[ / ��.' _, ,. .� e��tn,_ )', '. ` �'' -! I, �� 4. THE CONTRACTOR SHALL RESTORE ALL EROSI ONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGIN AFTER EACH RUN-OFF PRODUCING RAINFALL. /(r , , (I � � � PLETEGRADINGOPERATIONOR THE CONTRACTOR SHALL INSTALL TIONAL EROSION CONTROL MEASURES AS MAY BE 4kPlG m ' i.•v'' / , i / T; ;.�, n^• � �, , ,..,:o; �.._ ...,_ CHECK# lPER <� UNFORESEENCIRCU STNGINSWHICHMAYARISOM o:an DETAIL "D„ LV 6. TONS TO - t THE CONTRACTO LL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS d„4uo - p t irC _ - _ lliillt S ONTO AR EAS WHEN IMPOUNDED WATERS CREATE A PREVEN 8 RESPA TPU S HAZARD CONDITION. rt lr� � Z A OSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL � E INCORPORATED HEREONn lIs f-�,. f s Y;` ;: � _.�.. y � r_ n f j Cl JECI(DAM PER 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF �,-J ; Z � ,( V v • CHECK DAM PER DETAIL °D„ ^ t, 4 SLOPE AT THE CONCLUSION OF EACH WORKDAY 4 G . j �t %c 'x i r 1 i •-- t , y/ t t/t DETAIL D 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE(5)DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10 SHOULD GERMINATION T(40%). S OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVER OF GRADED LOPES(90%COVERAGE)PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE AG �y� STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF �T g THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA --� DEPARTMENT OF CONSERVATION. {�.=1 ; HYDROSEED 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1(HORIZONTAL I r- �;VIti '$ + TO VERTICAL)OR STEEPER WHEN THEYARE.• Is, 4537' A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. r I n CHECK DAM PER 1, �V ' ' B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO IL „D„ , � , 1v,�.€.'�-t��. ___JA.1� - h..a DE BY THE CITY ENGINEER f�` + y e •` EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED TA a I � THE ERO EROSION DUE TO I s- 'A 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL p i i,1” �\ o ,I FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 0 1 �'; © i(`'I AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.' { /A �.L 1 � ;iw 4 _ ` I gg � $ 1. ROUGHENING THE SURFACE TO BE PLANTED BYANY OR A COMBINATION OF.' �� , O ' , BUILDING .. l r'n 4 i in � ' it G I I { p - I A. TRACK WALKING SLOPES STEEPER THAN 6:1. 1 it 1 it l"'I 0 k1 �f { _. a 1 in ,. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM A ABOVE. J � xI 1 � ! ! r� � r r • � , ' 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED A), SEED BED. $pc 1 rte. /ILCS i!. n t' i P '- — p ` B. THE ADDITION OF SOIL AMENDMENTS,PH ADJUSTMENT,LEACHING OR COVERING ' 1 )� I I 3 � ' G: IP�r" %3 ©0. ' SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 7 tip; HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. Jt i a � i ! � , R� i f I � "� �� ;(�1 CHECK DAM PER p DETAIL „D„ u� r h �j g i 2�o° G LU Uj _°i?Fcc.'..FS>.�"'"m"• \r�ti" t r♦ 7e ,�, lG "I ti CHECK DAM PER ti �Y ti co r ��'� DETAIL D �� r Is ' � 1 � � % i F v. �;., ,;,,, ° L� , to# 1 i� ?5 , a ". _ 11 I'� PER 4 i{JG• �'A�C•9,� _ Vie?- ' r _ �_ DAM CHECK Ir 157,0f DETAIL D - J j "DL SfY��L \, l »;'n` �'� ir-xr , a rc Ct ean": ,� Rh)1 J m � a w f - x .. k n \; — r .� .ra.: ..� -...�..._ .. ., , .ba,»R..»..A.:. ....,.»..,..,d.......s..•.,....,�.. rf ,� 5, ! I r r..x -' ^6k».., _ ."' 4°a..,� "�... .j _ .- .,�,,.,. u., _ £r y-., —f— — 1r'J .G. .ne'iI. °'°-_-..- sx-$c,.;, ,,.• �.'.... ,�:,�?'' "I Is .�...,.».<r 'I \?i.C' n'\,',,� ;f� R'i. si4 ' #p ] :.'1/F�? ,,, J r - ,. _. .,,:.. of �_ µ#moo +° :, .._._ '�"�-.„„• �$'re^- -„.. /'fir ' � -- „"."" _� n»,. -- - - - __ —__ -- — c y IT'S a��.°”' � - r Cut — — — — F a - — - - Is P�� ~ h CHECKDAMPER 1� - LIJ ?�U! "'\ "hv"w•..,. DETAIL.�fU� t yU J GRAPHIC SCA � . 30 0 15 30 60 \--7-,-.r _ _ '' '.• Ire °°r' �zg ,5 - - _-. a3`''� ^a.""�*.. °> "' F ---- --------- l 4w s`�'t _ ` �..� C ��\ T `� 7 a I- i , (I T) �n v _ O 1 NFEE I / v CAL - f �, ..�,� SCALE 1" 30' Zas o� C) k DESIGNED BY DRAWN BY CHECKED BY Z REVISIONS APPROVE DATE REFERENCES HATE BENCH MARK SCALE PLANS PREPARED BY: QROFESS+aN R.J.G. R.J.'G- D.J.M. APPROVALS CITY OF E N C 1 N 1TAS ENGINEERING DEPARTMENT DRAWING NO. m 16wlTH SHATIbA ° ( /u DESCRIPTION: TOP OF BRASS DISK r a" ��? MA`Fgq`F PLANS PREPARED UNDER THE SUPERVISION OF TM 94-066 ow a s � RECOMMENDED BY: APPROVED BY: � IN WELL MONUMENT. N i EROSION CONTROL PLANS FOR z HORIZONTAL: AS SHOWN YERS&ASSOCIATES m 6850-G No.38474 A n ,, ^ PLAZA AT ENCINITAS RANCH LOCATION: STA. 81+72 EL CAMINO REAL Civil Engineering,Inc. Exp3r31/OS a DATE: BY: BY:_�m. �I °o RECORDED FROM: S.D. CO. VERTICAL AS SHOWN PLANNING mG VERTICAL: 19 Spectrum Pointe Drive•Suite G09 s ¢ 38474 CONTROL PAGE 105 a Forest,en 9zes0 >9 c'v" a� DRU J. AYERS R.C.E. NO: DATE: DATE: FT/ 0 2 ELEVATION: 7972 DATUM: M.S.L. (949)599-0870 TForCn6F0 �� EROSION CONTROL PLAN Z- (949)599-0880 F. REGISTERED CIVIL ENGINEER EXP: 3131105 crj(D M ://www.me erscivil.crnn SHEET 16A OF 31 p W Dwg.Revision Date: 0240512001 BY- J.C. PLOTDATE: 0710912001 P:100-0040-01 PROMENADE 14 ACRE COMMERCIAL SITEIGRADINGIPRECISEISHT16.DWG I � i � I i i I'll - I-__ -- I I I I _- I 1 1 __ -1 - " " - /I 11 - I� I �-_-.-----�--____��-- - - -- � --_ - I ,I � I �- - , _________ - - iiwi__>----� - .1 I I � - \, -- _01 wlif� ,_,�. ' I _____ __ i �� I i i I I -11 I I I __ I I , � -I- � ------ _-- - � / -" I -I,-,- � -________ --___1 >_ I � - - 1 - - -, / - - - --- - \ � - - ___1 _---_aex�7*w__ ;_ _,,, m7;=__,____i - - __ __ _11 11 __ - ._,:__ 7771' ,� 00 EROSION CONTROL NOTES: 7 i ___ _ __ - - -_ \/ j,"', __1 - I I I - � 11 f I ---- - I _.- - 11 -"-- _� I _ - � --- - --- I � I -- - 7 __ _ - - - ,- - I I i I � - - 7_, -;�-�----77777�__ - -� /I ''I \ I � 11-1 I . il�� _ / � --' ____ -, _ - f),4,�� : --"-____7o-�_'1_ � -N - I 11 f \11 -�__�T` 112 4 I �.� -4-it�_ .---777-7777777 - -_ I I - I --- - - -- ` ----- - �� I / � 111 __ - I',I , /I 4 J I I ", I 'I i ____ ______ _� ------- .- I I _ ___1-1 ... .... - -_ t7v- � -1-11-t-1147 i I - ij� -- I I, ;' I 9 - _1 1,11 i , ---- ---`- -�"41_!,I ---z--, --, ,1 %, I 'I, , \ �I � - __1 - __ - -_-_-_-- 1. WCASEEMERGENCY WORK IS REQUIRED, CONTACT JERRYMCKEE � - \ PZ I I ----,---- ,- -- , I, 1, ILI , " I \� � . - I I -1. - . I "I , - -,I , " -------.--, I %f -� i _�_____ _ 11- _________l_,_ � -, - N AT(213)533-8100. � -_ I , _- ,.� ll�__ - � ,� - - i "3.: � - I ----�-_ ___- � 0 - I -�- -� _$ 1 `__�(, -_ I , , �+ �- i 11�__: -_�,:,I - 11 1 V 1I---- � I I-, i" ]:� ,�,_�,��_! _ jtj , ____3mmi l - - - -M#4w- ____ � -_ - I � I , - I __�_ ,_ ti Z,300�____,36-W- -IlSM.-, ',7ANIK 1, � 1,�� , I - 11 - - -- _1__1____ - - Kil;L I- 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABLE A TALL t ,4, 1 " i I -_�-,- - ---1 ( , - �---�-�----F�;1,11�,T�k�,-��i,RE,F,4,1��,fk,fj I-L _____ - , , -, ,- ---�__ I I I - i _- ---i8-f - ! t ,-,-,- ,_1 -_ -_ � . ,,,, 8I ! � i I I , , , 41_ ______ TIMES DURING THE RAINY SEASON ALL NESSASARYMATERIALS SHALL BE STOCKPILED ON __�_,k , i I `1 t, -C`,�,I-� � A, - "" � , __ _1� � I 11 ze r I ; 'i , � _- I - ry IM7 i�,,, A , , c1>1 I - ,� `�, ,4 '" __ _____1__11__ --.---I-- - . L ill _m- l i, . , _ -_ -I --- - I IR I,I, ,�i ` I , \,�� , ,,e . /,\, I, -p- -5--J-0. � -1-11. _ ._ 1___1 111--- I I � I §;;4 i�, '1� _,') �❑i ---4-� 1- ,/-,--" �� I ,\,,� � -%--- f �4, otl"l , " ,/\Y _R L41tk� lyi,", .__t� _ li I �, - i� 0 ------- - �, � � ,� � SITEA T CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY , I , -, - _ I ��,"i� "�6�- ,, ��,' I � , I � - _ i I t I i !-� 1, \��,,,� �, I,I * ," I /7,�,/....i : -___- " ,,;,�ii- i i\ I - __ , , ,I ", � - , , - '�' I- ,n t, "\ / / � -- -- - i� - I 1, � li ,(,r, I ", 1_1 it � , 1 "" I .... ..z, DEVICES WHEN RAIN IS IMMINENT ''�,,� Ir, - ."U, /," , ",I - - I I � I � .� -k I i_� , - - --Vmmt,��___W�w^ i l �,i- �i<�," / I 1i - -_ am-_-�MW- "am , - i "I i i I 4--,/�,,- _I` � i -- WW- - 2w-, -mm", _-_-,ww_-��, R,W - -�, � I,,� ___7_ ___-"Vrq-'�--- , I - AM_ 1�1 i � . -11, In � �' 'f " ", _L -11 -11 - --- _., will - � i -1 C14,�� " i, I I, � � - _"�� , I , . I ill, -- -Rwq----- � . _ _:�gliliwt, - / , i 11 1 1 Itti"-', _Awm.___:_�- , 111`1_ ,� 'Xi'k. ,,,: � ____ , , i , - M�l ---]f,imllic� , IN -:ww,__ -- _-Awm__:, = , i,,,---y1 '�lv' '_ ---,'iwmii==Im-w,F--.-:im�l,�:-,��iiiI 1� "", - I i , " -� '15,k / _:-- . - i I � �Q,I I i --- - i I_ f3 , - 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL /I �1' "' � I I � ,11� - I � I - -4 ,- 1ww_____ 1 40PVC Pf�� - _ �- __ _-1, ,-� 1,�, - iMaM_ ,�001[ - _1__._1-._ -,- -7,� 11 .- _--,--= i � , I- ___� I i", -,�,��.�,t�,=, ,�� -_ jr-I " I -, , Uj 41 � ��> - - I i /i ,\ ______ __ _-,- -11-11 , - OF THE ENGINEERING INSPECTOR, I � 1� � � _�, =�� - -,- -�,- , , -_ - -_ � ,- 'iIr, I �, I I 1 _,74_1 ; -, " -i . i=,--�, ___ -� __ ---I-, ,,- � _,____._ __ I` �, - I t 1, 1 i I - - / I �`�� I�i � _1 �--,-,--+--, I 1-1 ", -_ I,-,-----.-- �, I'', i I � -- - , � � i � � � i I 31 b ; I I �_ II - 139 1" t, - � -, - � , , ____,=___ `f�--� I �)P,>, i I ......� , � I I i� , , iq�!",o ' '_ �f-il, -,-, ,te .0 ..L - _�� -1, I !�_ Ii/ 'I'lill", - - , ,---� �� ___ " 7 I i 1,�,,�lviz " - -,/ - �. ----�- - __`I-__ - ji�j, � . � , , I i I ,V ��I I---_____ ni-----� 77 - , ,, I 11 1, � .1 " I I � _� _-�,_��ir - - t, -7-- --- T-��,:-""! i, i /I ,� , ,11 , .=111 L I I I , / 11 -- I , i I I i I � -,i, '-f-7-T --7--;�� i `��,, < I i 'iz�� 1 ,� 1, ,� 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER IeI I --- 1 1�1�7�_�__Ciitl__ ------------- --- -I—- ____ - __ - __ __ , ��,� � q I I i ; I - � i I , 11 _=__ _7.______ ,� 11 ,0,;_ " �/_,, , - ` - � , --,- � , I �11 11111--l-f " � - , ,� Z �,__, " - --- - --- - -- I ,� �,< -� I _ / il X_ _,t, I / _- , , --, __ -1. I ,Z,l, ,�, /xI � _ -- , - - " I I ,ii ,r) ,-��/,%-, - - I "N I I A' I 1 ,/` I 'i- � li�_'1, I'll - -_ -1 1� 11 - ' ' , , iy TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. i 0 , i I I ,��/* I ,f i 11 - .- , � ,,�J, I I ,- - � * i>, ��-�`�--"_ , , I I - , ! - - - I- I ,-� I,/ , __ - -, - -_ -_ .. -1 � - - _ - I , >� I � , , I , �,l, - --X,-- ,�,- ,i-,.,-1 i_� I I - , � I ,� I � \_tl'� 11 ---- k , I- , I X - , _ __ - __ i --i X�, , ,_;�/ ,�Ij,; il,ii!�I,, I "I , � ,I � � , I I -_-_1 i, i , N I i, �yl � "�� , "I ,� I �.. , l I � i Z, I, I -, ,� �111 I'/ ;- - � I P: , I I � X\,j <j ,�,,' \,/,`�i� �,l I, I " xi, 11- I - IAP,� THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAYBE 4 i -z' ,�` "" 'il,i /,-I',-, , , " I � / 11 I . I I � ,,,I i , , "),, 1, -,/, � i ': , -,--- I I I I I I 11 I .. .. I ,,, 1� 3 ��,I I I I ,/1 j �itit�: , 1, , I : I 11 "-_ I -, � I � .1 "". , ______'_� -4,�?t I,,'44, 1 11 I I I ___,_------�- � 11 .7 I -_ PER� i � I � i t i 2�1 ,,,�-?,,�', /- �1< 11 /'�,,� �,`,- ,, -, I I - REQUIRED BY THE CITY ENGINEER DUE TOANINCOMPLETEGRADING OPERATION OR i , i ,/ t", . �'O, Ili- ��` ii-ili _11__�`_l___11-- ,\,,t, . ", � I �,! , t �" , , �- - i I( I /z, ,�, '0�,`,X,,i, 'I-i � I ---I-"------,- " i I I i I I 11, �', xt�,*, ,,,, � I ;I I �, � I I ,1, �____17t7 ,�", ' I �_____--r�,--�- , I --- � I I , , , 1,_ ,A______=fIt4 I ��-----` ��l� , 1019,,"'% -_ - 1�__ -,;, I \ IF � 11 . I X, , - ,�, ,-� ��,_ ;,-� i /�,,,- �' I I i " I I I _ -I...3- 0 , I UNFORESEEN CIRCUMSTANCES WHICH MAYARISE I I X ,11(,,_��,,/�,'_-- , , ,/ t I ----,* I�_i � i It LLJ I", , � I ------" " � (z) -, -- z" , �1� I -, I i i _T ;_ �\D , I � � ,�,,) p �=x __ - - - _____ _E�_�z -,-- - I - , -�T 1 4 �i 1 1, -_ , ,,� � --�, =--- ----, -------- ---- -____� ,-, ____.__ 7, -_ .� I � , F- 1. 1"�\, � U��',, � 1, 1� - 1 �- __ i'l-__ I - �'Ij_ _- I -, I� , , ,t",� /, I -_ I. I' ll. � , 11, ; v6i�_ __pi=�,_mi;k7-___�, ,�_3 __ -__ ,_ - -0 I ,- 0 0 , I,- 11 . ,,i,--- i - I � i 4 ./ -1 ,i�,___� ,-, - - 'i - _`1- __ __ 1-1 " __ -�__Jffift 1, 31zP I � ,_ -1 'I'll :, xz�j -1 k �Iil I PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A - ,i l,)" �j� ---MR mw---::Fo �, - I 1 �1 I - � I ' '. � - I I z " I ,", "�I __ ___ ,�� _-" .11 - ,----,--,- -.1 i F_ __p` 0 0 --- 4, , I - ,� ) 1� , I I __ , , , - , � ____"_1_____- , - i - , il I -1,1 i 1 1 F��T It * , - ," L____V_:i__`1 , , 0`�>o � - __ Lij 6 THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO i , , �,-'/ I , , - , . �imi , - , , 9 ,1�770,,� f _-, _ , 9, - 1, � ,. 'll _�, I , 8,1%�� - ,4, t -_ -l'", i, 11 I I I _ J=��__=,i=__,___1*_ ,", I 111� I � -11 I 9 i i i ; it,/A i , 1-a1z, --I- ,ol'_�_ -,,Fl � � �,i,,- �_I , - -� , �i V �, I I I =----___�__ �� I I _1111,Ii.;�_ 'i , �_ _4 Z'?`-�, , Ql 1 11 i � I " , ,\,1 - , _Q_ I � :,�\ ,- - , I � _�, 11-1-1- , j- - I t Z11 k I - � I ____ - , �,�-,= __ 1, � - , - , . - "- ,\)/ - -11 - � . -_�-,, ,,-,,�,,-.;.�ili�,�,�4 , , , , , _ - I I� iii i r"', ''I z ,z , 1 i , � . - - ,= �?�� .Z t__&" 11 , • : , ; , �� "� Ito � I I - � "I- , ,- I I 11 " I A A 11j,ql-"�-,,�,,1 ; Ir --i - i i i '_1 /,, HAZARDOUS CONDITION � Z, � >�'�, � � 1- 4 " ,, ��,i , -_ =_ - .= _ Ili, , ,X7 � i - I I i I -_ S /I- I f�i", � � , -- ".,</,/ �! � I . I � i � I'll . " I I I I , I I � " ,1,'�,,, � i i�-, ,� ,", , ,1 I � ; 11 I : � - q, /I , I 11 - " " � I l � 1� LO - � 1 , 4,/iii, � I z �I " / � l 11 V ' I I i � M�11 1 i I , �ck�1!� I I ,.,�) j l , i - I, - / I I - I , CHECK DAM PER ,/,Ic�) I 1 i ; I I V I � "I 1� I 1 , --' - i " I I I I- I I Full I A,,-�<, 1, I 11 , ,i;�"-i'v 11 � � i i ; � i i Ill 11 �__ _1� ;, I t", " CHECK DAM PER �� ,, 11, � 1 i � p ,(� , SLOPE AT THE CONCLUSION OF EACH WORKDAY. i I , 1, I, ,,,,*M _�_,� � I ' ' � I -i I � i �� ,,��/�� i ', ,�, t�,",� , I DETAIL "Do - - , l<;,"",,, ►%NJ , / � ,,,� , � - , IF I � � I I I i � � ,V I , I , � , 1" " ! � i 11 I I 0_� �I I ��, I i DETAIL I'D � . 11 � ,��, I � d I I i i -, , ,/i� T'i, I I I # I " - I i �, � I i��i I i "\, 9 ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACEA T THE END OF EACH , I i 11, li-, ,� 1 i -ze 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN A WA Y FROM THE FACE OF /. 1 t",J . 11 - � �i i 'If V, i � i �� 11 ,-, 1�1 --�i, i�) " �N ,.i�l ',�'- 11 I I ;- I— - , 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL � 1�1 ,� ?,_�1 � �1� - - i�,,,,,�,, � �,,� I 11 ,\�"" . " I I > 11�� , I " - • , i 1 Ir - , � � i " ,�)i,�� ,11 , I I 1, I � I , 'I I _r I /I �, \11" ] 11 � z", � '� 11 I il I li � I 1 `/� E-747 " �11 A ,,; �', " I t,' ! I / - I - f t�\ ,� ii,iz 11 ,�,/ I _ - � � I I �, ; I I I ''/ I/ N , - - - I � � I/ 1, """ 1, , - ,� 11," J� , I 'j� � b, i I , . BE INCORPORATED HEREON , GI I �/ I -11 /?� - , , t N ,/<,I - � 4� J ,--,I , I I I/ v� i�,, l, ", i I"Pl:�- � � :-,� _;� ,o -) li," I ,, � ""' ] 'j, , , Lu I I , J� W� ,-�, �� , � I - � I \\, � -Z IV ,?/ 1 I F,!t_ �11 2" "' 'I I - I , N I i � i I I I/ I � � I I i I I , 1� - I I I - � i i i 'I 11 �,�) I I I /111� � l i :t �, "I I I " ,I 11 P101 ,� i � ; 1� I_:�� `,� 1� 11 1�, � I �it I , I` I 1, " .1 I I ,� , i "I- , __11. _+ , , - WORKING DAY WHEN THE FIVE(5)DAY RAW PROBABILITY FORECAST EXCEEDS FORTY , - -1 - I 11 �i- � � ��, i - � ;t, ; 11 t .,! , � t " -11 - Q � 1 t � "� I � I � I 1, �, "i - ij 11 � i�," ", -I I I PERCENT(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. \ �- i , � I Ii I I I if , I I Ii , �i i � I t, i,-, ___-,-- _---i - I � I: I I I id ,,,,-I� it 1 � � I I Ift-ft i i I 1 A i _% k 23,5� , I I I Si, i,li, t_� I I , � I 'i ---------� I— - - �,_ � 0,� ,,, 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE __ � I � � i I i � t ,,, F �L . I I I I � ,- � I