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1998-5536 G (Plans) WORD TO BE DONE � G �r ALL WORK TO BE DONF IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR P(JBLC WORKS AvE. ,J LA COSTA CONSTRUCTION, LATEST EDITION (GREEN BOOK), THE SAN DIEGO 5TANL!4RD SPECIAL PROVISIONS TO II THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN UItG'O V REGIONAL STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST E)ITION), Ili A AND THE STANDARDS AND ORDINANCES OF THE CITY OF ENCINITAS AIL �\ A G RENS AIL LEUCADIA LEUCADTA BL W OI.IVEMAIN RD. ,, L EGEN D E El �. Encinitas Ranch UAI � SID DWG GNR(N VIEW RD. PACIFIC OCEAN .y.....p «.�... SUBDIVISION BOUNDARY ................................... ............................... ... a MIN. MSTA s LOT LINES, R /W. .... ... ...................................... CUT SLOPE - _ L fNtfA3 LVD. ENCINITAS `\1 NS (i.$ :1 MAX INCLI NATION) ........... ............................... ..... .................... i\ FILL SLOPE SIT (2 :1 MAX INCLI NATI ON) ................................................................... ............................... r- :rrrwrr�ws w.: .... " EXISTING cdNTpU/ � ........................................................................ ........... . ................... __ t oo . 11 12 FINISH CONTOUR .............................. ............... ........ .. ...... _ 100. V ICINITY .� P ............ ............................... - ► 13 CUT /FILL LINE :.............................................................................. ............................. CDT_ 10 - RIDS (8269 � � PILL z 14 DAYLIGHT LINE ............................................................................... ............................... �+ �; �r OWN ER S / PERMI 'g,' S 4 � f��� ���� S POT ELEVATIdN......... LNGINITA,S RANCH t.LC r STORM DRAIN (PER IMP. PLANS) ... ' 18 A CALIFORNIA, LIMITED LIABILITY Co. 1 DRAINAGE DITCH m r. 4,3'65 EXF_C(ITIVE DRIVE,SUITE EOD � °'� ......... . D-75* 3 '- 17 41 40 39 38 SAN DIEGO, CA 92121 RIPRAP ENERGY DI SSIPATOR .... ..........................D -40, TYPE 1 LF.GAI, DESCRIPTION 42 18 .. __ _ EARTHEN SCALE .................................................. ................. . ............................... �-- D 72 OF THE CITY OF ENCINITAS TRACT No. 94 -066 UNITS 4, 5 AND 6, IN � 3fi Q � �� THE CI TY OF' � LOTS 71 AN 1 .. - -=,. 19 21 22 23 24 ENCINITAS, COUNTY dF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE \ 20 ** *RETAINING WALL...... .. �. �ct� aa. �wtQtaEgo�BrtAAA 'lo�v gvc[E>i..I �zZ ...... MAP THEREOF No. 133356, FILED IN THE SAN DIEGO COUNTY RECORDER'S OFFICE , 35 \ V w * AS MODIFIED PER DETAIL "A ", SHEET 2 SEPTEMBER 4, 1996. -- � =' - 4 UNLESS OTHERWISE NOTED ON PLANS e '` " - ` � � * ** SHALT_ BE SPLIT FACE BLOCK COLORED RCP PADRE BROWN TOPO 3 26 32 3 30 29 28 try PREPARED BY.• SAN -LO- AERIAL SURVEY / MAP 13 4875 _ rVA � VIEWRIDGE AVE. _ ' SAN DIEGO, CA 92123 LOT 73 y •• _ �'" S �"AG I�P�sL? �' N SUBDIVISION BOUNDARY DATED: JUNE 8, 1993 MAP 0356 TOPOGRAPHY AMENDED WITH AS -BUILT LOTS 73 RIGHT WAY /LOT LINE N EASEMENT LINE -' - - " FIELD DATA TAKEN MAY 1997. A. C. PAVING REFERENCE DRAWINGS \ CURB &GUTTER 4 qf A9aL?lFrEP P4-,v DETAIL B/C Sfie 2W 4265 -1 IMPROVEMENT PLANS 4457 -G MASS GRADING PLANS PEDESTRIAN RAMP TYPE 'i4" & "D" G -27, G -31 ��,�' t'i <,:. 4457 - -1 CIRCULATION ROAD IMPROVEMENT PLANS -1 5536 -1 PRIVATE STREET & PUBLIC IMPROVEMENT PLANS G - -12 cRdss GUTTER r- OWNER'S CERTIFICATE CONCRETE SIDEWALK G -7, G -9, G -10 I E R BY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE LEGEND RETAINED TO .SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY K E Y MAP _ DECORATIVE PAVING PER LANDSCAPE PLANS '� ' t� OF" THE SITE SCALE: 1 "= RIGHT OF WAY 200' _ I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE PLANS WITHIN BOUNDARY '"' " """ EXISTING CITY RIGHT OF WAY WITHIN 60 DAYS AFTER ISSUANCE OF T EASEMENT -- --- _ °`--- - -�- -- HE CONSTRUCTION PERMIT, STREET LIGHT E -1, E--2, M` -2I °- ____ - -- AND TO PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, SHEET INDE LOT LINE STREET NAME SIGN, STOP SIGN SDM -102 IRRESPECTIVE AND INDEPENDENT OF' ANY OTHER WORK ASSOCIATED WITH THIS PROJECT OR NAMES SEA VI LOT NUMBER 10 ST. E W CT. UNDER MY CONTROL. � NOTES & DETAILS SHEET 2 NO PARKING FIRE LANE SIGN SDM -102 pF F f,INIT ,5 f2 LLC, A CALIF. LIMITED LIABILITY CO. GRADING SHEET 3 -4 SURFACE DRAINAGE SHEET NO. OWNER: ADDRESS. 65 FEAR. SUITE 600, SAN DIEGO, CA 92121 PRVT IMPROVEMENTS SHEET 5 -8 STREET LIGHT �—{ * SHALL BE COLORED OMAHA TAN (DAVIS COLORS ILB 5084 OR EQUAL) APN: -4 -6 EROSION CONTROL PLAN SHEET 9 STREET SIGN (STOP OR NAME) 9ETAMJ1AJ ' WAIL EFTA /L SHEET /O st1�sT l/ -58 NO PARKING FIRE LANE SIGN F URE K TO AGEI? DATE [,AN�scApE `'c.pws c SOILS ENGINEER'S CERTIFICATE TYPE 'F" CATCH BASIN D -7 1, ANTHONY F: BET FAST, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY EXISTING STORM DRAIN DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND D - STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY STORM DRAIN DIRECTION BETWEEN THI DATES NOVEMBER 1, 1995, THROUGH AUGUST 4, 1998. ONE COMPLETE LEGEND OF ABBREVIATIONS EASEMENT NOTES CURB INLET TYPE B" D - 2 OPY O RE �- ' F THE SOILS PORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN C SUBMITTED TD THE OFFICE Of THE CITY ENGINEER. FLRTHE.IM l - "s' ORE l HAVE REVIEWED THESE G TG TOP O THAT GRADING F CURB EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES TO CITY OF ENCINITAS PLANS AND CERTIFY r _ A H ` THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT � 3tC GB GRADE BREAK 0 W. O.M.D. AND LEUCADIA WATER DISTRICT PER FINAL MAP CLEANOUT TYPE 'A -4" D -g l HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS IONS. F. k tt , BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC.. UTILITIES TO O.M. W.D. PER FINAL MAP CURB OUTLET TYPE 'A" D -25 VP/ POINT OF INTERSECTION Q ;00333 BC BEGIN CURVE u? r - _ Etp � EC END CURVE 3' WIDE PUBLIC UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP SIG17ATURI DATE HP HIGH POINT RC.E. NO. 40333 EXP. DATE 03 -31 -99 T 1 Ch1NR LP LOW POINT A EXISTING EASEMENT TO O.M.W.D. PER DOC. RECORDED 5/15/197{ AS FILE No. FL FLOW LINE f7FN FINISHED SURFACE 74- 126340 TO BE QUIT CLAIMED PER FINAL MAP DECLARATION OF RESPONSIBLE CHARGE , SHE�rg � -� FS FS STREET AE PRIVATE STORM DRAIN EASEMENT PER FINAL. MAP RT RIGHT v I HEREBY DECLARE. THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT ( HAVE EXERCISED LT LEFT 4 V THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 67D3 OF THE 7W TOP OF WALL EXISTING EASEMENT TO COUNTY OF SAN DIEGO FLOOD CONTROL DISTRICT ZONE 1 PER RESP0N.51BI E CHARGE OVE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT S7ANDARDS. TF TOP OF FOOTING DOC. RECORDED 11/17/83 AS FILE No. &3- 418506 OR. C i l/NDER57AND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF FL FLOW LINE is I U N N D FFAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF N.T.S. NOT TO SCALE EXISTING EASEMENT TO CITY OF ENCINITAS FOR ROAD AND PUBLIC UTILITY PURPOSES E N IIMS I SI CO TI FOR PROJECT DESIGN. TR EATED BASE AS DELINEATED AND D. ,156. C I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS, AS S14OWN ON THIS PLAN SATISFIES THE CTB CEMENT TR DESIGNATED ON MAP No 13 C> REQUIREMENTS AS STATED IN THE FINAL NOTICE OF APPROVAL FOR CASE NO. 97 -263 AND THE 15' WIDE PUBLIC STORM DRAIN EASEMENT PER FINAL MAP. STANDARDS FOR PRIVATE STREETS. < �_. ENCINITAS FIRE DEPARTMENT a c / WORK IMPORTANT NOTICE DA pl IvPNHAIN MUNICIPAL WA DISTRI ENVIRONMENTAL DATA EARTH _ SI : TLJRE' _ �~ LE U C ADI A CO cuuNrr W ATER C?ISrRic vg f-E q _._. SECTION 4216 4217 OF THE GOVERNMENT CODE ' N0. 48670 EXP. DATE. 6-JO-00 ss 3 7 GRADING APPROVAL 1. STEEPEST EXISTING R•,•E QRaF T on LTL GRADING APPROVED FOR PUBLIC SEWER SYSTEM TING NATURAL SLOPE ONSITE <40 CUT TOO, 114 GY SEC / L �� pN M FILL * 100,114 CY REQUIRES A DJGALERT IDENTIFICATION NUMBER BE v ow n + , , O, IN ., w v h a APPRO EiY. DIJDEK AND ASSOCIATES, INC. ENGINEERING CORPORATION 111I NSAK AS.SOCIAIE�S SAN DI C & y p APPROVED BY. BOYLE ENGI ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE o ' G t:IJG1Ntf.RING SURVf.YING �'� ; 2. MAXIMUM VERTICAL DEPTH OF CUT 25.8' EXPORT 0 CY PLANNIN z NO C48670 A DISTRICT'S CONSULTING ENGINEER VALID. FOR YOUR DIGALERT l.D. NUMBER CALL 1017.9 FNIFNIVEKENS SiREL t - SAN DIEGO, CA 92121 M NET, 463670 Ex 06-30.04 J. MAXIMUM VERTICAL DEPTH OF FILL U NDERGROUND SERVICE ALERT AT.' / (619) 556 -4500 -- FAX (6 19) 558 -1414 R' *ADJUSTED BASED ON ExP 6/3Oroo / i SOILS REPORT. r T �IVt 2; -33 1p lM 18 SD - + 1- 494 -10 4. AVERAGE DEPTH OF CUT =1 0,114 CY/ 9.27 AC 6.7 T w___ 9, � �� �r o a, 1z a _-1: _ TOLL FREE 1 -G?- x.22 --133 — S IGNA T URE dirt y — OF CAL\ k� -aMEpfAL / S G F vF �LtF kRCt14 DATE JOB NUMBER R.C.E +ct DATE JOB N0. 5. AVERAGE DEPTH OF FILL = 100,114 CV 9.64 AC = 6.4' TWO WORKING DAYS BEFORE YOU DIG SIGNATURE EXPIRES THREE YEARS FROM DATE SIGNATURE EXP IRES TWO YEARS FROM DAZE --- p Y DRAWN 6v CHECK p BY CITY OF ENCINITAS ENG INEERING DEPARTMENT DRAWING N(7. ' SCALE COMMUNITY DEVELOPMENT REVISIONS APPROVED DATE REFERENCES DATE BENC MARK DESIGNS APPR ©VACS ,_ — -- PLANS PREPARED UNDER SUPERVISION OF RECMO DED A OVE PRIVATE I MPROVEMENT PLANS F OR: , fig o ENCINITA RANCH e ) /''+ �. — DESCRIPTION: S.0. COUNTY ENGINEER'S MON OC n4 -1969 DATE /e • BY:��"' ` � c )6 ' � T -- - -- -- -- ---' LOCATION 16' S /Of C.L. BRITTANY & 24' E /OF C.L. SAXONY HORIZONTAL 1 "=40' gyp __ - -- ----- RECORDED FROM: COUNTY OF SAN DIEGO x//14;2 Q.i'� �' " " r8 T � G 7 �Gu R.C.E. N0. 48670 Z _ o Q UAIL V 1 I�Q Y'Y DAT o C � - - -�._ E: 4 -/? DATE: �Z� «.'�Lg 7 - -- -- ELEVATION: 241.15 VERTICAL N A DATE EXP. DATUM: MSL ENGINEER _ 6 30 00 TM NO. 97 -263 S HEET 1 5$ iv - - -- Erie Home: I2: \00�? 1 \U(l2 b1 ?CJO1 .. Plot date: I0110f98 at 1246 EROSION CONTROL ('14! N fl--;,. t-l-PA ENGINEER'S SPECIAL NOTES 7 4V ',HALL RE DONE !N Af_COROAAIC WITU PINV,;, 7HE STANDARD SPECIFICA - TEMPORARY DE 1, IN CASE EMERGENCY WORK /,S� REQUIRED,, CONTACT MR. JACK ROBSON 0 (619)458-9700, 2:,' 5'OPE 1�09 Puolp� W01TKS C0IVSTFI/('TV1A�, 7HE DESIGN cONSTRUCTION STANSTANDARDS OF THE ENCINITAS' AN THE SAN 0;l E,,'0 AREA REGIONAL STANDARD DRAWNGS. ANY CRAN 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES 1, NEITHER 7HE OWNER, NOR T14F ENGINEER OF 14 WILL ENFORCE SAFE MEASURES u"? z GE, DURING THE RAINY SEASON. ALL NECESSARY MATER SHALL BE STOCkPllil) ON SITE AT RECULARONS 7HE CONTRACTOR SHALL DESIGN, CONSTRUCi AND MAINrAIN ALL SAFETY Ofi, 7HEPL7P('M S)"'AlL I)IF / BY THE CITY INGINCER PRIOR TO ANY _V16 v CONVENIENT LOCATIONS TO f-ACILITATF RAPID CONSTRUCTION' O �ES WHEN DEVICES, INCLUDING SHORING, AND SHALL BE SOLEL RESPONSIBLE FOP CONFORMING 7 PAIN IS IMMINENT ALL LOCAL AND FEDERAL SAFETY AND HEAL STANDARDS, LA VIS AND PEOULA FON'. 5 TYP HNJ FSS F OTHrRIVISF TUN, ENC - H, ENUNIT 8OUNDARY - SHOWN D "Ol tNiDIL PA?L INIMS R4N( AS, 3 OLY1CFS SHOWN ON PLANS SHALL NOT BE MOVED OR MOOlrlED W ITH O UT THE APPROVAL Of 2. CONTRACTOR HAS SOLE AND COMPLETE RESPONSIBILITY FOR JOB S/T COADITIONS DURING P-181.0 7N �CIIS REP(IP TIF- Ilt "r B 01v I.AiCORPORATED DATED JANUARY 19, 1998 AND 7HE ENGINEERING INSPECTOR FLIC COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS [ARFHEAl BERM 1 N'POATF I 17TFI? A"ID 6'�`AVINC PIAN REVIEW QUAIL HO/­LO;'/ AT ENCINITAS AND PROPERTY. IH/,S REQUIREMENT SHVILL APPLY CONTINUOUSLY AND NOT BE LIMITED To DA;FED ALAGIII57 121 1998 CLOTECHNICS� INC AND UPDATE LETTER TITLED 41 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES WORKING ORDER TO NORMAL WORKING HOURS THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE A A THE SAT OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. I ORIGINAL GROUND 11 1. - 01 - ,T Ru 1 1W ED BY GF97TCHMCS. INC DATED NOVEMBER 8, ENGINEER 14ARYLESS FROM ANY AND ALL LIABILITY,, OR AUE __D, IN CONNrC ION WITH 5 VVMG WALL R,�.COMMFN(14 F A" I SLOPE PER PLANS SlIALL HE A P? CP BINI' p MI)INO HA 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE THE PERFORUANCE OF THE WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING R 0AI L_+ V " _C,9RAW,,!04T10A6 ALI-!) SPECIFICATION CONTAINED IN SAID REQUIRED BY 7HE CITY ENGINEER DUE TO AN INCOMPLETED GRADING OPERATION OR THE SOLE NEGLIGENCE OF THE ENGINEER OV IV 40POPf"A'Alff il b IHE Rf r T ()� Tjjj� LA AL N ALL OR S LL BE UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. J 7HE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL SLOPES SIREETS, UTIURES, AND TO SPLASH WALL LOCATION APPROVAL Of THIS PLAN DOES HOT CCAIS7`1TUF_ APAq(jVAu'_ OF SIZES, LOCATION AND TYPE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO STORM DRAINS ARE BUILT IN ACCORDANCE WITH THESE PLANS. AND THE RESPECRVE CONST. BERM ALONG NORTHE,'�,l'f' BOUNDA SHOWN ON PLANS. b'F,'/C DFAWAGE cACiIT FIELD SEE DETAIL T/-//f, SHE[_T NOA RIGHT -O -WAYS. 0 ys IMPROVEMENT PLANS IF THERE IS ANY QUES REGARDING NESE PLANS OR i` L"T iMPRO1101IFNTS WITNIN STREET GHT­ F-AA PREVENT PUBLIC 7PESPASS ONTO AREAS WHEN IMPOUNDED WAFERS CRE47F A HAZARDOUS PROTECT TOP OF MANUFACTURED SLOPES. 7z APP - OR - f �NAU RF PCOUIREO IN CONJUNCTION CONDITION. STAKES, THE CONTRACTOR SHALL REQUEST AN A" BEFORE DON A N Y ROVALS AN-d FERVIT5 1 7 HE N WO uFylyN PAN' 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED ORADII/C PIAN SHALL BE BY CALLING THE ENGINEER OF WORK AT (6f!?),158-�-500, 7`14 CONTRACTOR SHALL ALSO TAKE NECESSARY /:)R IHE ' AND ADJACENT PROPERTY �cwbf ANY LROSIONI _ ' STEPS To OFUCT I PROJECT S 'M,�! RF 0174' FOR ANY OFF-SUF GRADING INCORPORA70 HEREON RE SUL T LINED DITCH I ­_ � ME AND SILTATION THAT MIGHT RE _T FROM HIS OPERA77ONS BY APPROPRIATE MEANS (GRAVEL A 8. GRADED AREAS AROUND THE PROJECT PERIMETE MUST DRAW AWAY FROM THE FACE OF BAGS,, HAY BALES, TEMPORARY DESILTINC BAS INS, SHORING, ETC) UNTIL. SUCH TIAVE TYPICAL PAD GRADING SECTION 13­13 3/tAL1, T R� AAIT NFC�S3ARY oi%CALITIONS REQUIRED 70 PRO TECT ADJACENT 774AT THE PROJECT IS COMPLETED AND ACCEPTED FO MAINIENANCt BY THE OWNER SLOPE AT THE CONCLUSION OF EACH WORK DAY CONFLUENCE Ib GA"401,A4 OPERA 7!061.'� A?VYiHlA6 I)AVACED OR DESTROYE-D SHALL BE NOT TO SCALE NOT TO SCALE '0IylDIT NOT TO SCALE _C` Wv 7 QN� pf?,'()R GRADII G 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH 4. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOel NERf WERE OBTAINED C _ARCH OF THE AVAILABLE RECORDS, TO THE BEST OR OUR KNOWLEDGE, THERE /RE PROOOSED 11:141110 Pr lll�_�rlll_AI' T,��ITAAIY AVIONUMENT OR BENCH MARK WHICH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY BY A SF EX PL OR FENCE IN E--, FT H R AI N FAL L . NO OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS BEFORE EX 'E--, PERCENT (40%). SILT AND OTHER DEBRIS SHA LL RE A FTER E !.SHED ISTER - RI AND REPLACED BY A REC ED R H BE RE FOR THIS CONTRACT 7HE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVA77ONS AND V2 ic 6' 10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE THE HORIZONTAL AND VERTICAL LOCATION OF ALL UNDERGROUND UTILITIES AFFECTING THE - A OF GRADED SLOPES (90Z COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE WORK, WHETHER SHOWN ON THE PLANS OR NOT SPECIFIC ATTENTION SHALL BE MADE IN 2' 4' , MAINTAIN ALL SAFETY DEVICES, INCLUDING STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE W17H SECTION 35.023 OF AREAS WHERE THE PROPOSED IMPROVEMENTS MEET EXISTING CONTRACTOR SHALL NOTIFY 2 ONFORMIYO TO ALL LOCAL, STATE AND FEDERAL 7HE EROSION AND -SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA W ENGINEER OF WORK OF ANY DEWA7701VS PRIOR TO ORDERING UAiYPIALS FOR THE 11 rFGULA TONS DEPARTMENT OF CONSERVATION. PROJECT, AND ALLOW SUFFICIENT TIME FOR REVISIONS' TO THE PLANS F AS BUILT LOCATION 8" CONC. 8LK_ SPLASH J" OUT OF EXISTING UTILITIES REQUIRE CHANGES TO THE DESIGN A 1 0 �_01 "'P" IT , Vr 9NE -HALF 0/2) MILE OF A STRUCTURE FOR TOP OF SLOPE WALL. GROUT CORES' SOLID. V BETWEEN THE HOURS OF 520 P.M. AND FIRE PREVENTION NOTES 5. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EA'ISTING A6OVF GRO GRO SHOWN ONI PLANS____�, BAD BAR 0 24" VER CITY RECOGNIZED HOLIDAYS, V VERTICAL S I PRIOR TO THE DELIVERY OF COM8US77BLE MATERIALS ON THE PROJECT SITE WATER AND SEWER SYSTEMS AND UNDERGROUND IMPROVEMENTS SHOWN HEREON AS WELL AS EXISTIN6 URUTIES NOT Ol� Vi At_ CU7 SHOWN HE CONTRACTOR SHALL REPLACE ITEMS REQUIRED 70 REM,41N IN PLACE WHICH 2 X� cv A'-!, C6�4/i IINTIL A PREORADING, MEETING HAS BEEN HELD SHALL SA77SFACTORILY PASS ALL REOUIRED TESTS AND BE CONNECITO TO THE PUBLIC WATER AND SEWER SLOPE PER J4 BARS FULL LENGTH- SYSTEMS IN A001770N THE FIRST LIFT OF ASPHALT PAVING SHALL BE N PLACE TO PROVIDE A PT ARE DAMAGED DURING 7HE COMPLETION OF THE SATISFACTION Or THE APPROARATT' 1 J" FINISH I',lWl';F?VT- CITY INSPECTOR, CIVIL ENGIREFR, SOILS ALL - WE ATHER SURFACE FOR EMERGENCY VEHICLES' SAID ACCESS SHALL BE MAINTAINED T9 THE PLAN � - GRADE 7 - �l V , ITF. THE PRI7GRADE - EN El 4 1 Fl 71, _10P AND P, PIN MEETING SHALL BE SA77SFAC71ON OF THE FIRE DEPARTMENT 6 WHERE FRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, A LA- S -, SOILS EAIG' F )IF4,"T �8 111 IN ADVANCE BY CALLIN6 (760)633-2770. - _lW6 EMERGENCY ACCESS ROADWAYS, WHEN REQUIR SHALL BE PROPERLY IDENTIFIED AS ArR F7RE DEPARTMENT SHALL BE RETAINED B THE OWNER TO COMPLETE NECESSARY TL,�_ FO CERTIFY THAT 7- 2, - 0 IN THE PREUMINATI REPORT CO NSTRUCT Ml -_ A�T . UCT 77E P� BERM WAS COMPLETED AS DIRECTED CONCRE STANDARDS TRENCH BACKFILL I )17("-1 7PU�`,17()N MAT-TRIAiS TO ANY PROPOSED CONSTRUCTION TOP Of- ALL FAD SIDE ANO TE L� 7 . L DLTEU 71" SH,11-L _N *DIFIFD �, 11 PEI' D­75 AS JTO AND RECEIVE APPROVAL 3 ALL TRAFFIC MAES SIOLL BE A MINIMUM OF 24 FEET IN MOTH DURING CONSTRUCTION AND SHA BE 7 THESE PLANS SHOW IHE MINIMUM IMPROVEMENT REQUIRED BY TH AUTHCR/F� REAR SLOPES, THIS SHEET FliL PFII"O�ril) IMUL ROUTE. THE DEVELOPER SHALL MAINTAINED CLEAR AND FREE OF OBSTRUCTIONS DURING CONSMUCRON IN ACCORDANCE WITH THE UNIFORM I /IV ORDER TO OBTAIN PROJECT APPROVAL. FIELD CONDITION MAY DAC,'ArE A.101TIONAL AT5 TE CI TY ENG INE LF` PQ IT AND h Cl - MAY ilvf 5F WITH FIRE CODE IMPROVEMENTS THE COST OF ANY ADDITIONAL IMPROVEMENTS SHAL' aL BORNE BY TTJ� SECT N IO A--- A TEMPORARY 4, ADDRESS NUMBERS SHALL BE PLACED IN A LO(ATION NAr IWU ALLOW THEM TO BE CLEARLY KS(3-E FROM CONTRACTOR. ANY ADDITIONAL T EST ING BY THE _5011S E NGINEER om rcmutivaeR op THE STREET FRONTING STRUCTURE THE HEIGHT OF THE ADDRESS NUMBERS SHALL CONFORM TO FIRE SPLASH Y�ALL OTHER PROFESSIONALS SHALI BE COMPLETED AT 771. ONTRACTOR EXPENE S E BENCH ... ... ON F7AML C( 9M SON O� r 7Hr WORK UM9k__R THE- GAIADING PERMIT BUT PRIOR TO FINAL DEPAR STAADARDS C EARTHEN BERM—DETAIL TYPICAL DRAINAG , NOT TO SCALE AV F�' , 0 r"I il "t ��/ ,9 r;N4L RL OF SrCURITY. AN AS-GRADED CER77FICATIOAI 5 STRUCTURES SHALL BE PROTECTED BY AN AUTOMATIC ARE SPRINKLER SYSTEM INSTALLED TO IWE SATISFACTION OF 771E ARE DEPARTMENT. PLANS FOR THE AUTOMATIC ARE SPRINKLER SYSTEM SHALL BE APPROVE) BY THE 8 PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION WHICHEVER OCCURS FIRST; NOT TO SCALE "Tmr ut-IDER PERMIT No, 5536 -G HAS BEEN L E mcs N . T. S . rA INC.. LINT I FIRE DEPARTMENT PRIOR TO 7HE ISSUANCE OF BUX01w PERM17S THE CONTRACTOR SHALL NOT" F14E ENGINEER OF WORK, IN WRITING, WHEIN V R T _011 IAL CONFORMANCE W777-1 THE APPROVED GRADING PLAN OR AS PLANS SEEM UNCLEAR. tr 0 �AVYVTD AS-GRADE PIAN, " 71-IIS SFATEWENT SHALL BE FOLLOWED BY C-I-c 2'- 0 SL )RS DWG 1IN W5 7 6 HYDROSEED 9. THE CONTRACF)R SHALL NOFIFY WE SURVEYORS 48 HOURS PRIOR 7_0 BACKFILLING OF TN RV61NEER HHO CFR77FIES SUCH GRADING Nf ----I I- HYOROSEEOING SHALL BE APPLIED TO ALL SLOPES RA T ARE' GRADED 6� 1 HORIZONTAL 70 , V, TRENCHES FOR ALL NEW UTILITIES. THE SURVEYOR SHALL OBTAIN AU_ NECESSARY FIELD CURB TRANSITION .3 5 /8 CERRF76ATION STATING 6 TYPE 8- 1 CURB PER 'r WITI. RETURN VERTICAL OR STEEPER AND WHEN THEY ARE: SH07S TO PROVIDE THE ENGINEER OF WORK WITH A LETTER Or No, G­6 CIO T_ A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS T ol N THAT ALL IMPROVEMENTS ARE CONSTRUCTED IN SUBSTANTIAL CONFORTY,4AICE t I H THE LIVES 2­6 112 p 3` 2Z ',SiENCE A)�'V L()""ATION OF OWDERCir�'OUND UTIlTY PIPES AND STRUCTURES SHOWN T RES/57ANF CHARACTER OF THE MATERIAL AS APPROVED AUTHORITY T IN CUT AREAS, UNLESS SLOPE 15 NOT SUBJECT TO AND GRADES SHOWN HEREON 7Hf CERTIFICATION SHALL IN CLUDE AIL ;TCVS YOU B. 5 FEET OR MORE IN I$ THE APPROVING C EROSION DUE F9 FVE EROSION T. ,W j rVoESt PIANS' WtR A a' OFI,,"AIED E? A _5f ARCH OF A VAILABL E E RECO ORDS� TO THE E BFS I BY THE CITY FIVGINEER b 1p.! 10. THE GENERAL CONTRACTOR IS REQUIRED TO KEEP AND MAINTAIN A SIGNED S15F or THESE E, I(Al(All ;I - pl - ler A 77"IRES EXCEPT AS SHOV 2 � CONTRACTOR SHALL IRRIGATE TO MAINTAIN THE MOISTURE LFIEL OF THE SOILS AT THLE: I �KIEAKENED _f Dc - NO ' -;�)TAIG U YN ON lHESE - i WSPECTOR TqF WEAKENED HO PLANS ONSITE AT ALL TIMES FOR USE BY 7HE ENGINEER, AND T'IF PLANE GUTTER PLANE WOW R: �0 I a �) 4 �, � IlOWT OPTIMUM LEVEL. FOR THE GROWTH OF THE HYDROSEEDED AREA. GENERAL CONTRACTORS SUPERINTENDENT IS REQUIRED TO UPDATE SAID Sr PLANS' W1711 AS-- g�z I , � ��,) \ R .1 1�0 n1 t 5 S/ 3 04 �bl JOIN, uS Rgy TO TAKE 0I)IF HvDROS BUILT INFORMATION ON DAL! Y BASIS AS WORK PROGRESSES SAID PIAN T E CERTIFED, UIPED PRECAUTIONARY MEASURES TO PROTECT I /� F, 2 EEDING MIX CONSIST OF ALL THE FOLLOWING D MIX SHALL CONSIS S AC C URATE A ND rlOAjPL FrE UPON F n I / 0 Tv 17 :, " - A I THE WORK SITE. IT IS THE A. SEE ST OF NO LESS THAN 13�' T HE S(',1PERlNTLWDDV7_ A. AC 4) RB DETAIL B CURB DETAIL C AND BECOME THE PROPER 7` OF THE ENGINEER OF WORK M VOT TC '�CALE )LLOWING OWNERS OF SAID UTILITIES 1. 20 L3S. PER ACRE OF ROSE CLOVER Z U!, f j AiV'­ t I I U, � VAU O;V, OF' VERIFICA TION AND L OCA 77ON OF T� 174 2 20 LBS. PEP ACRE OF ZORRO FESCUE V AND 1 OF COMMENCEMENT OF WORK, 11, THE SOILS REPORT AND ALL THE SUPPLEMENTS THEREOF ARE IN06I?P09AT INTO AND 3 J L8S. PER ACRE OF E SCHOOL CIA CALNORNICA M 4, 4 LBS. PER ACRE OF ACHILLE4 MILLEfULIA MADE A PART OF THIS PLAN. ALL CONSTRUCTION SNALL CONFORM WITH AND BE SUBJECT CURB TRANSITION R=5' I ­F TO ANY TESTING OR INSPECTION REQUIREMENTS IN THE REPORT WITHIN RETURN 220 5 - WERS -- `RjCADA VMTER 945TpilC7 - (760) 75,3­0155 5. J L6S, PER ACRE OF AL YSSUV (CARPET OF SNOW) 6 1/2 LBS, PER ACRE OF DIMORPHOLEGA 6 AS A ELL TRI(,' SAA I DIEGO GAS & D-ECIT'IC (800) 422-4135 r A R 6 6 12 DITCH ELEVATIONS SHOWN ON THESE PLANS WERE DETERMINED BY IN75aPOLATION FTOM WA IT �' -- 0 i'LINIMAN AVUAlrF4L WAT DIST (7 0) 75 -676 7, ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OR177ED ON LOCATIONS w e X� TEl _ _ l:P-I ONF - FIICIRC BL LE 422 -- ,3J CIENTERLINE WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE' FROM EITHER A PUBLIC THE A TOPOGRAPHY ACTUAL ELEVAT MAY VARY. CONTRACTOR SHALL ENSURE" C '0,) `TIF —10 I.: IRIE S (ABLEVISIoN -- (76 7000 STREET OR RESIVENTIAL STRUCTURES DRAINAGE FLOWS INTO CONSTRUCTED LINED DITCHES, AND REMAINS THER UNTIL 8, ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING DISCHARGED INTO UNDERGROUND DRAINAGE SYSTEMS OR ENERGY IYSSIPATOR DEVICE IIVA7,�416'R�R SMALL NORF" THE CITY EWGIIVEER�S (Y77CE 48 HOURS PRIOR TO BEGINNIN' G BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORF SIDEWALK AV,n' ql(',If ON PROJECT PHONr (760) 6,T5 --- 2770 HYDROSEEDING. 13 OWNER SHALL KEEP SIGHT DISrANCE AREAS AT INTERSECRONS CLEAR OF VERTICAL __ I 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED OBSTRUCTIONS. NO PLANTING SHALL BE ALLOWED TO GROW GREATER THAN 24- INCHES 1 2.. 1 2% 27 2:1 TUll C(.)NTR4CfOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE- CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE HIGHER THAN PROPOSED GRAVE MAX�,- TO R&I A (,76M67J 'ORY0 WITHOUT 8FIVERT OF INSPEC77ON WILL BE SUB� CT T PARKING DETAIL I , - 2770 ALL WORK FERI CER77FICA7701V TAG AT TO, OR PRINTED ON SAID CONTAINERS (ECTION AND REMOVAL. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED -SLURRY S CALE El I " 20 _2 'NTRACTOR SUAII PRO1170E POTHOIE DATA ON EXISTING 12' WATER MAIN TO OMWD AT 14. CONTACTOR SHALL PROPERLY DISPOSE OF ALL DEBRIS CAUSED BY DEMOLITION OF S7RU'C' � 4"ROLLED CIJ (TYP-) DET- 8 4. AC16 " AS L - TUBES, OR REMEDIAL GRADING NO OAlS17E DISPOSAL IS ALLOWED WITHOUT THE APPROVAL OF T1=5 5 THE DISCRETION OF THE CONTRACTOR. 10 GRAIXA PY!T4/ O-RWO LASEMENT CONTRACTOR SHALL /VOr/FY ENGINFER OF 8 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS rHAN 2,000 LBS. PER ACRE. TYPE THE SOILS ENGINEER SEE THE PROJECT SOILS REPORT FOR FREL11WINARY RECOMMENDATIONS ANY 2' UNDERCUT -- 6 MULCH (STRAW) MAY BE SUSSFITUITD ALL OR B FOR HYDRAULICALLY APPLIC-D ----- - FIBER UAFERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE MY 3' WIDE OR MECHANICALLY PUNCHING NO LESS THEN 507 OF THE STRAW INTO THE SOIL. 72' WID 7H PER P TYPICAL PRIVATE STREET AN.", TEST THE CXCAvA770�j PLACEMENT 6'r 10 26' 26 III,; 5 11�I`Ll oi: 4A? T TED Y A O ��' B UILIFIED SOILS EAKINEER OR C 1­7 �O RAVEAN COURT AND DYLAN WAY C . FERTILIZER CONSISTING OF AMMONIUM PHOSPHA 16-20-0, WITH 15,7 SULPHUR 7 NOT TO SCALE APPLIED AT THE RATE OF 500 LBS PER ACRE -, MRAC7�'ON OF TRENCNES� HEISHE SHALL J' LDZ** 20' 1 05 6' 1 20' 1 IJ LDZ** AhP !,(, I I I -i- ­!,77 l, M'IL OL: , ERMINE THE SUITABILITY OF ANY FILL 'P 3 AREAS TO BE HYDROSEEDED SHALL HE PREPARED PRIOR TO HYDROSEEDING By. 29 IONS hEISHE SHALL STATE THAT A. ROUGHENING THE SURFACE TO BE PLAN71V BY ANY OR A COMBINATION OF 2:1 0 IV` (W UNDER 141SINER SUPERKSION AND 1. rRACK WALKING SLOPES STEEPER FHEN &1 6 MAX 29 - 2,T LOCATION AS SHOWN c"I"S AND rXCAVArIONS WERE CONSTRUCTED IN 2 RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A 0 ABOVE, - - - --- - r ----------- ON P/ A v V B . CONDITIONING THE SOILS SO THAT SUITABLE FOR PLAN77NG BY 77NG Pl_AN,,' AA10 THAT ALL EURANKMENTS AND GRADE t4SE 5 18'1VARIES 1 17j !�IF� 1 3' 470-C-2000 CONCRETE GRADING* UNDERCUT 1. ADJUS77NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED v 9�11-112`Xl--112 17 CAGE STUCCO SETBACK MEDIAN PER NETTING LANDSC NoText NoText NoText NoText NoText NoText