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1988-8091 G (Plans) e A. GENERAL NOTES A WORKS TO BE DONE - LEGEND GRADING PLAN FOR �"RES� 3o SYMBOL NOMENCLATURE S. D.R. STD. DWG. NO. 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 0=12' 2o' /o' 3 A6 (VAR/ES I� THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PROPERTY "NE CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE P Me S7 ® 8 NEW i.G.PAVEMENT - - 06'NTER L/NE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL �xrvE>rE T ° STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM - I 3-$/ ' G"A.C. BERM (TyPEA) SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY G"10cc cL/RB CUf?.B f 6UTTEA2 TYPE "G' REQUEST FOR INSPECTION. C. GRADING NOTES E. EROSION CONTROL NOTES PER STD. ows. (9-z. I- �o "cu,9B 6 GaTTER(ryPEG> G - 2 EXTG- GONG. L11VE0 O/TGi! G IL TRAM To BE Re-nfoVEO - CUFfL3 Q`G!/7"TE,Q (ROLLEp) 2. THE SOILS REPORT TITLED _ . _ 1 . ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1 . I N CASE EMERGENCY WORK IS REQUIRED, CONTACT E . I PREPARED BY 'Ro y . TYPICAL SECTION :RANCHO SANTA � - c,4o s ourrE,p H 'PlACL p,,Rp DATED 3 q SHALL SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STEVE ROBINS AT 753- 833 i No SCALE -- EX/ST C.l9fYENJENT BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS ZI' - _ SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND AND BACKF I LLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT /8'aeivA7E eo$uyi1lrrEas��, r, CONST. 4. e.PAyEMENT �1 SPECIFICATIONS CONTAINED IN SAID REPORT. SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK- SHALL BE MADE s' e' a 2:x4° .4E'O WOOD AWA d6'�p Q I SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL t �I CURB /A/LET (TYPE'S-/) a - 2 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT 2 SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF �_ a 2 = -- 67201?L! ,0R.4//Y cLE4/Y(X/r o - \ IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS EMINENT. _S10- PVC. L7RA/N L/NE' rZ Qyo', ti - APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS z x " AZ�a DOO /1E40ER �__� ft CONJUNCTION WITH GRATED /NGET 3 BRC6KS 2424 oR::SOSZSO 0-2% IMPROVEMENT PLANS. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED A/aE /rnoftANr FOR THEIR INTENDED USE. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. TYPICAL SECTION : PRIVATE ROAD v 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE NO SCALE Ex/sT. TAEE GRADING. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 4O' so' • Ex/s/ Pos� /'ot� SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER EXTG GROUND sub Ex/sr. GUy ,�oLE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE AFTER EACH RUN-OFF PRODUCING RAINFALL. 3' 2 a' 4' ro' /7' /a' rR iL - - EX/ST. WA7FR VALVES TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE 2- F70GL60 CURB 2' / 6fcuT CUT $F/LG L//VE ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL I � �-�� rsurTER PER s7z�� 1 It 5' REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO G-4 CONTOUR -'IA/--- DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ?� % 2 6 a-q•/' 2 �`-� PRO/�as�o cot//ro�fr 2iv� 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSTALLED. WHICH MAY ARISE. go'W/,00 PR/VifT�' pR/VE 95 - 7 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL. BE RE- .�' /s' /s' '" _x_x- EX/ST. FE/Vo ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE c"?•c BEaM 7yPE 'A" ,°ER STb OWG C-5. RETAwlV/ 9 WALL X17 Ex/ST. v^LO/°E OR A LICENSED LAND SURVEYOR. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO SPEC I F I CATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. TYPICAL SECTION : 13TH STREET m° RATA/N///G WALL (MASONRY) C- 2 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE NO SCALE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED - 9.�7oty®irCf/ o - as RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM GRADING PLAN SHALL BE INCORPORATED HEREON. LEGAL DESCRIPTION cur SLOPE 2 N;EXCEPT/N 7WE V1C1N17_yOF RET. Wi9GL -/A =/ FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO REGULATIONS. A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY PgQCE 65 /,29,gvD¢dFP/J.eCEG/Y/9R�o:/6¢52, P/GLSLOPE2 / n,Ax /I PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FROM THE FACE OF SLOPE AT THE CONCLUS I ON OF EACH WORK I NG Ci//oF�cic�cfyT�S,G��TYa �s�c�orE�a si�fTG o� �/7�') E1�/ST ELEYaT/oiv �jN GqG/FD�cI/s� fi/CC0/c/%�/c otLICEO�7c C �/T/ o 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT DAY. ' GG- /YEiY ELE{'AT/ON 1zEC°o,�ac.P o� Sr�f.�l�iE�a Coc!•c/T�//1�,�/G /8 /4�/ MILE OF A STRUCTURE FOR HUMAN ACCUPANCY SHALL NOT BE ACCORDANCE WITH SPECIFICATIONS. 9. A �S r/�/PEE c/o. /r�?/-0�7/��20 of o. �? Q\ F3A0 L7B.oo PAL7 ELElG4T/ON � CONDUCTED BETWEEN THE HOURS OF 5:30 P. M. AND 7:30 A.M. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE / ASSESSORS PARCEL N0. LOT NUMBEf? - NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT SITE ADDRESS rw 7,010 40,,a" WALL B. NOTIFICATION NOTES SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. Sw .BOTTOM OF ,WAV.1. BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE RANCHO SANTA FE ROAD I U 1 . THE .EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENCINITAS , CA. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE OWNER DECLARATION OF RESPONSIBLE CHARGE TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT `I PLANS, HOWEVER: OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE ENGINEER OR GEOLOGIST HAS BEEN RETAINED TO 1HAVEDEXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ACCORDANCE WITH THE GRADING ORDINANCE. OF CALIFORNIA DEPARTMENT OF- CONSERVATION. UPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT 7 w ON THE COMPACTION AND STABILITY OF THE SITE. THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. W THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY [� MEASURES TO PROTECT ANY EXISTING UTILITIES OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SOILS ENGINEER'S CERTIFICATE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY c)14 LLC 10 2 (o THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE STRUCTURES LOCATED AT THE WORK SITE. IT IS THE MATERIALS SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED ME AS ENGINEER of WORK, OF ANY RESPONSIBILITIES FOR PROJECT DESIGN. STEVE A DALITY MES WHEELER DATE 111 CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE I , E5A L-LIA% A REGISTERED CIVIL ENGI,NEER ' IN THE STATE OF 162 SOUTH-RANCHO SANTA FE RD. JACK OSBORN (7601 759-1511 2 V v OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED ENCINITAS, 92024 160 INDUSTRIAL WAY, SUITE 200 EXCAVATION, FOR VERIFICATION AND LOCATION OF APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF SOIL MECHAN-I SAN MARCOS, CA 92065 CS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE N. UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS SOIL CONDITIONS PREVALENT WITHIN THIS .SITE WAS MADE BY ME OR �® ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY UNDER MY DIRECTION BETWEEN THE DATES OF A0gT_3, 1999 of '4'yy sr BY \ �EPOO--If 10. 3582 �� 8 5 T JACK 0S N DAB ' A. SEWERS - CARDIFF SANITATION DISTRICT SUCH MATERIALS. AND ONE COMPLETE COPY OF THE SOILS J y - B. GAS do ELECTRIC - SAN DIEGO GAS & ELECTRIC REPORT COMPILED FROM THIS STUDY, C. WATER - OL I VENHA I N MUNICIPAL WATER DISTRICT WITH MY RECOMMENDATIONS, HAS `,� o a y' ° 4NA AP % R.C.F. No 165a�3 q /REG, EXP. DATE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, °/ D. TELEPHONE - PACIFIC BELL do TELEPHONE CO. D. LANDSCAPING NOTES I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE ,� E. CABLE - CATV RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT 7w­14,4-4 ETO LLI 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 4 Ro 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL -„ , / A � E /1✓�Eb 1.q�o q s �' c ° Q sr V HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND G'4 .92o1 9 PHONE 76<3 944-5070 ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. .Flh_ (PHONE) : ( ) SIGNED: . - ROE C 040192 2 Q 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL R.G. E. NO. �� 2l7 Iu �_` 2173 Fxp, 6AG w Gf$vi{,., INSPECTION. PHONE: (766) 944-5070. ALL WORK PERFORMED SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION g� '`ak /F CAt1���� PRIVATE CONTRACT '>> WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXP. DATE: 30 '©� " SHEET c CITY OF ENCIN iTAS r REJECTION AND REMOVAL. ,. sl ' I DEPARTMENT OF PUBLIC WORKS SHEETS G _0 V I C I N I T Y M A P GRADING PLAN FOR : NOT TO $CA I.IE ® � _ GRADING QUANTITIES REVISED GRAD/1tale'.0RAINA6E T . P . a 87 - 006 © L0T l ADDED.SH s p\,lS ' " /V ���OI II CITY APPROVED CHANGES CUT - 1800 C.Y. Cil'Y A�RROVED CIi�NGES BENCH MARK 0 AS BUILT CALIFORNIA COORDINATE INDEX: 322- 1695 W No. Description: Approved By Date FILL - 14400 C.Y. No. Description Approved by Date ME N IMPORT - 12600 C.Y. DESCRIPTION: OC-oy7a C.Y/S.34.roP NOwG. MARti'EG 111771 Q © �j�j.,,^ 3 10 NEW ENG.-OF"-WORK, SOILS �!°L°qq Sr�EG FN P0.ST Approved ROBERT WARREN Engineer of Work v _ $_I0RETEIVTl0lY 84,51 I, /!/1/(/ , / / ENG. & OWNER /-1,-/o LcGL/G 6W City Engineer REVISE DRIVEWAY,5URFAC to 7-YP 40 PYG/57-,E 'S (X✓ Q 7�c,SG2/PTIO•cJ LOCATION: CDR./NT. EG C.ai9/NO oEG �,4TE �' Rcyo. S,e�v7R �i�j, _ 5 �� R.C.E �' EFT - Z 2 NEW ENU-f? W02e, 3 AE /W. 2,8',1 RCf'O. s4NrA FE b GO S EL e WiA! ZWe_AbR7SC BY D( � O r , 440r/YGE PR/V rg ff Roa6r.4/L l V' �g�o� RECORD FROM: O&INTY oP SWIV O/E60 I Grading $09 I G _ _ A E4�L T 3 SI( © OUTSIDE yR�9®/NCB II 0p ELEVATION: //�9TG DATUM: 11SC ti' 6.S. /�//-7 / I Permit No. - I �, B"DRA NA6,E PIPE M' /y` l `' DATE T.P.M, 87-008 W CA. �ts�no�oF u�� � �E tv`a1/ FILE N0. J N 88014 � oleevEvlAy, GU B1l25,, ___ BM24 2 \ / o RR/VA7T Ito HS jr EX. 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'r , 1,173 "bo •'SAN fig/ 0` t�� EA4TV SWAGE �rU d0 �\\ \ 1SG,9D,wf \� ` * \P r `DTI/ y' BETA11V/n/C' 4 PROA6'RN G ME ©47",�I 2 o i,T� N o �E i \' } �, Er4 STO .OWG. G-5 BEge/.vc� oisra.vcE \�\ �4 . ow, = 757 o SORya� _ P� 1 I ,► b „ \ �, TA�� , ,� maw A•c. Pit✓En7�nrT L-3 S 1-5-020'22" W 5485' • '� � N s � ,2 /NSpE `� �� \ ._ \ �{0 /� ) . L-5 ✓✓�0°2�'St�" u/ 2'0"06 oo a0' Q• /G/• q7� 9p/ \ \ h^: j Ig2 5 8 4) OPP PRDi°ERTY CURVE P4TA _ 1<1 q 90.00' 23.57 N D = 156,40 � .� P � �fj�(A � � � y ="� � ��� .vovv oirc5� a t F E-15707 / - `� �� �_ 5a•o eAC,r All /io.oo �8.3� �9 �� 8 it � I•� � �.(� /� � �.r/Sr ��� 'v° G- 7 3 1740 " //O, oO' 75. 44 - Lr ��5� � `�°®�. \mss SECrroN SHOW&) FOR anF_6,eMA- (0M vNCV I ", �W� -moo © e, I }�. 'O� s�'ty� �.o•4v�� �-� /3 ra $T2LET d WALL SUIC.7 I$R C[ZY f `9� ���� �`_. �(, . � • , < �^T �F ENaNa xA` DWG. a\lo. 3035-L � � p� \ 0 tr T o �. W 'may U C 3 y @rtl QALtE re 0� a aarD . Q �E a4011f2 PRIVATE CONTRACT 0 " p PERMITS SHEET Ci7v OF EMCIN!TA []H2 DEPARTMENT OF PUBLIC WORKS EETS p / S � � p, ���; •, � , REZONE PERMIT NO. _ � f� rt GRADING PLAN FOR Cn (D g p._ �0 1 / A^ SPECIAL USE PERMIT NO. O I RtEV/9EDGRADIUs-•DRAradG - ^ M . }� � 9 awt r" ff�f 'IF2 fiQD�/JS//G°;/S 2 AA IV $/10/9 TENTATIVE MAP NO. o P. 1�� a MLr O ' S 416-1 4 \ ' / n ,� �' CITY APPROVED CHANGES BENCH MARK '^ e CALIFORNIA COORDINATE INDEX 322-1695 au 01,0 CAW Na. Description Approved by Date _ —' -� �- DESCRIPTION:"- 00730111.5_5ii .7Z_J-"r�ym-_1.,llf'rt�X,L7. 'w/Yy 9%z /'/Y Approved: ROBERT WARREN Erpi'"rDfwork: Q. �• Q 0 NEW ENG.-OF-WORK e NOTE City Engineor H \/ �\ A� SSS CDrS/STi2LlGT/D!✓ TEST/AIG� ecWUGE.4 skv t q/�✓:- E[csr. iuo ,5EC.t�a?;1e rs', c c ^�„�>r By; 4' �r! .JACK Q oefiJ Rce- sej V I G I N I T Y M A P CITY PPROVED APPAmbby DATE \ \ C� /Q !� \ z I\�Ew 6vEr-o,<-wOFe,�,P,40 �/ 8/ I.OEATION._ W � E/�lEil/�l�E2JnlEv L to �.,v z.��-r, ay. ,.4cs� �a.a�-,�t;'�� c� r .s. �c �..r�:uo�c.✓cR _ z uj NOT TO SG<sL E - \ y 'C— CrJ4NbE5 APOeO VdALLS ® {1S 6U1LT; SEWE{� LATERAL �P Rfg �- it Aar5lDe EsR40/,.(Gv RECORD FROM: CoUhTY UG �, �0 _ 8 091 G � _ 119 .57lo &a—c t;, S. / (� `� Grading r l M,AA II/O Q ELEVATION: DATUM: Perm&No. 2C p a.�e� 3•Z� �' q� ot. r.a rn. e�-oce = x �csrro. t DsL ,CmN7Dt+E5 L Iti�pZ "U 0. o2rvEwgY c c.oueB FILE NO. J 88014 ENCROACHMENT NOTE FOR PAYERS DRIVEWAY AND PORTION OF THE PILASTERS WITHIN 13th STREET PUBLIC RIGHT OF WRY SEE£NCROACHMENT MAINTENANCf AGRFEMENT \ PERMIT 5'-6' 1 8091-PE PER PLAN � REC Ftg, �7,aol� TURF REINFORCEMENT MAT C3 SWALE SHALL BE PLANTED WITH 1' MIN. 1.5' MAX. ** SEE NOTE BELOW ADEQUATE PLANTS THAT OA NOTE PRONE TURF. E D 0 BLOCKING THE DRAINAGE FLOW 6"vgaovewEhq� ` ' / MAY ALSO BE PLANTED ON SIDE (W�\N S SLOPES. SCI pX• =II _ I=1 = _ �,_,_=III=III__ , „ - _.__ -_,_- „_) 1=1 1=1I I- \ \ \ MIN. ENGINEERED SOIL ��P-SAP SEE NOTE BELOW 10ft MIN. FILTER MEDIA: �F� \ S ago �� f �• Q (W) 18* IN. i i\ 3 PART CLEAN WASHED SAND + \�� a 60� `b f'1[yST �� \ \ \\ \ ' TO 1 PART 3/8" GRAVEL 9T O G 2(6'rsS S� '4 \ o 'Or 1 '4g„ \ \ \ 2„ MIN. 3/8" GRAVEL J l 92 o Mlet 6 MIN. 3/4" CRUSHED ROCK 4" PERFORATED PIPE CONNECTED TO DRAINAGE SYSTEM N '20'10„W 17. E \ :4 .4P AINING EXIST SCREEN WALL * ENGINEERED SOIL"LAYER SHALL BE MINIMUM 6"DEEP SANDY LOAM"SOIL pfRFOR 1Pi TO BE PROTECTfD } MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN EXIST GRADE x 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 173.05HP /FL g o PRO. 60` \ PRO. 6 * f� tl N ** NORTH AMERICA GREEN C350 TURF REINFORCEMENT MAT OR APPROVED E7ENTIOIY :' 7310 *� ` ..'j GRATE rq _ _ EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S BASIN ! 10.00 2 SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE GREATER THAN �J 0 RAINAGE S 1 OFL 5 1T30—� I — 5% AND/OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT/SEC. p0 \ (SEE IMPROVEMENT PL BlOSW HP/F� �:! pA0'n S qR PfR ° T 1 /` ` °00 3 3 DETAIL 1 Ir f y A p£R } VEGETATED SWALE WITH UNDERDRAIN °F FOR USE IN CLAYEY SOILS WITH LOW PERMEABILITY � � � F ® Rq 173.15HP- I::/ p o w NOT TO SCALE D \ \ \� 0 1j3$1F / j/ �`r:l ,N 11 9n PERFORATED PYC �o poi co �J;'�: K \ 20 10 0 20 40 60 \ o R� �i 4Pvc ® 1y ��� / / �°EXIST. 9 SD. 4 ?`VG Cl) : STORMWATER IMPROVEMENTS NOT TO BE ALTERED WITHOUT A CITY PERMIT SCALE IN FEET °`� \ o.� r SECTION D-p SCALE: 1" = 20' cP FT �::... Fk / l \q SFwrRCO/ AND BIORETENTIIOSN BASIN DETAIL 17.00' �J \ \\ NOTE: 1. REMEDIAL GRADING TO ENCOMPASS ENTIRE PAD. EARTHWORK DATA OWNERS SITE ADDRESS NEW IMPERVIOUS AREAS 2. ALL IMPERVIOUS SURFACES AND ROOF DRAINS CUT = 69 C.Y. FILL = 69 C.Y. NAME: A&M 13th Street LLC 2145 13th Street BUILDING AREA = 2,683SF PAVERS �J \ f \o SHALL BIORETENTION/ FLOW THROUGH BASIN EXPORT = 0 C.Y. ADDRESS: 619 Chesapeake Dr. Suite 103 Encinitas, CA DRIVEWAY = 1,598SF III=111= IMPROVEMENT PRIOR TO DISCHARGE FROM SITE. REMEDIAL = 1980 C.Y. San Diego CA 92128 SIDEWALK & PATIOS = 863SF -- F� v CONTACT PERSON: Jim Wheeler —III Iii �� 3. CUT AND FILL ARE 5' FOR REMEDIAL WORK ONLY. PHONE: (619) 246 9310 SECTION A—A 4. ALL RUNOFF FROM ROOF DRAINS SHELL DISCHARGE INTO BIOSWALES PRIOR TO COLLECTION BY A PIPED NTS DRAINAGE SYSTEM STATEMENT OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE DG TRAIL \p THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY 1, DANIEL T. MATH A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN PAVERS WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 15, 2010. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED \ 0 TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS �J NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND PROJECT HAVE 8 _gULJRC.Q1RPORATED 8_g IN THE GRADING PLANS AND SPECIFICATIONS. IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED SECTION B—B THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND SIGNED: �' EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF NTS \ THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT GE NO.: 2665 Q�OFESS/ AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. �y0\,�. T. EX. ROLLED CURB / EXP. DATE: 12/31/2012 PROP. DRIVEWAY SIGNATURE: DATE: ��b °�/ gESS/ JOB : 10-3582 w o No.2665 -.T THOMAS A. GAETO QR S A. '�l a EXP.12/31/12 _ p�P 09F COMPANY: CONSTRUCTION. TESTING & ENGINEERING op C, s - ADDRESS: 1441 MONTIEL ROAD. SUITE 115 sT FCHN� I1=III II I_I11= \ COMPANY: CONSTRUCTION. TESTING & ENGINEERING ~ 9TF -IIi- /- I ' CITY/STATE: ESCONDIDO. CA 92026 OFCALI4 SECTION C�4 ADDRESS: 1441 MONTIEL ROAD, SUITE 115 No. 040182 PHONE NUMBER: (760) 746-4955 CITY/STATE: ESCONDIDO, CA 92026 * EXP.09/30/12 NTS RCEO E NUMBER:0(760)1 A6-4955 sT9lFO I V\\. P REVISIONS APPROVED DATE Wicks DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 2A & 2B REVISED GRADING DESCRIPTION: 00-0073 CHIS, SQ. TOP HDWL. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED SR APPROVED PRECISE GRADING PLAN: DELETE 8I0SWALE, AD 1370- MARKED WITH STEEL FN POST. -RETFAITION BASIN, EV/S RNE- LOCATION: SW COR. INT, FL CAMINO DEL NORTE & HORIZONTAL AS SHOWN DATE: RANCHO SANTA FE RD 33 FT W RANCHO SANTA BY: BY: 10 LOT 1 TPM 87-008 8091 — G -WAYSURFf}CE TYPE FE & 60 FT S EL CAMINO DEL NORTE Q/L VERTICAL AS SHOWN R.C.E. NO. 040162 MASIH MAHER 2145 13TH STREET RECORD FROM: COUNTY OF SAN DIEGO - /) _ {' O2 PETER COTA ROBLES PYLASTER$. ELEVATION: 119.476 DATUM: USG & GS (//f ENGINEER EXP. 9-30-12 p ENCINITAS, CALIFORNIA SHEET 2A OF w 10 .A BU . NAME: DATE:T� • Z� ZCJ/ THOMAS A. GAETO DATE: DATE: Z� Z S� >. WORK PROJECT N0. \ l3t6 (W> S R (W)^• � E \ E T 514 p, 46 0 \ IBS £ 91..6 , O 3 \ 5'-6' PER PLAN _� j \ O ) \\� V MIN. 1.5' MAX. TURF REINFORCEMENT MAT N Co o �W) SWALE SHALL BE PLANTED WITH ** SEE NOTE BELOW 20 10 0 20 40 60 ^ f �� o oo 6 ADEQUATE GROUNDCOVER OR TURF. �y^ o �• PLANTS THAT ARE NOT PRONE TO a / �'y 5°k I 9 `O BLOCKING THE DRAINAGE FLOW SCALE IN FEET °j F� y Ir ,., MAY ALSO BE PLANTED ON SIDE SCALE: 1" = 20' SLOPES. S�qX 5 AX i I � � WIN—Lel I -1 _1111 111 II\= * MIN. ENGINEERED SOIL �Q SEE NOTE BELOW V T 10" MIN. FILTER MEDIA: C6 18"MIN. ivi ii i 3 PART CLEAN WASHED SAND ^ /�"Y \� �'�� a;• 'r "� `%T T i, TO 1 PART 3/8" GRAVEL /> ` 2" MIN. 3/8" GRAVEL F +�y°� o'c ,j ��`• I - ENERGE DI S1111 A ° mT 6. MIN. 3/4 CRUSHED ROCK ?96j l 1 3 N 4" PERFORATED PIPE CONNECTED Cl) TO DRAINAGE SYSTEM �IVQ' .1 �/B / 72 4,OOHP W ° cn * 'ENGINEERED SOIL"LAYER SHALL BE MINIMUM 6"DEEP "SANDY LOAM"SOIL MIX NTH NO MORE THAN 5%Z// 50-60% SAND, 20-30% COMPOSTYOR CONTENT. THE MIX SHLL COTAIN HARDWOOD MULCH AND 20N30% Jr TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND I 0 q ,. v i` ALSO FREE OF NOXIOUS WEEDS. • :� SEWE op� 173.56. S ** NORTH AMERICA GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EX. C.0 EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S f I✓A �p�p SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE GREATER THAN •> 1 OOIE ITT i SE E 5% AND/OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT/SEC. 1 OE�� ao ',l "• Nir ® 44Y 4" PVC 01%"' M ,• S o 173.50FS DETAIL 1 X 173.40FS VEGETATED SWALE WITH UNDERDRAIN 0 DR AGE sYS — 3o.3s FOR USE IN CLAYEY SOILS WITH LOW PERMEABILITY \ (SEE IMPROVEMENT PL _ .-. NOT TO SCALE /- - = :=: ✓ RIP- ER E DISI AT 0 EX.E 170.DO C p ' • " 165.00 NOTE: SToRMWATER IMPROVEMENTS NOT TO BE ALTERED WITHOUT A CITY PERMIT 160.00 tioa �J a� NOTE 1. REMEDIAL GRADING TO ENCOMPASS ENTIRE PAD. NEW IMPERVIOUS AREAS EARTHWORK DATA OWNERS SITE ADDRESS a 2. ALL IMPERVIOUS SURFACES AND ROOF DRAINS BUILDING AREA = 3,058SF CUT = 76 C.Y. FILL = 76 C.Y. NAME: GARY MENZIMER 2147 13th Street SHALL BIORETENTION/ FLOW THROUGH BASIN DRIVEWAY = 2,648SF EXPORT = 0 C.Y. ADDRESS: 2523 EL GAVILAN COURT Encinitas, CA a IMPROVEMENT PRIOR TO DISCHARGE FROM SITE. SIDEWALK = 1,058SF REMEDIAL = 2,578 C.Y. CARLSBAD, CA. 92009 PHONE: (760) 533-1776 3. CUT AND FILL ARE 5' FOR REMEDIAL WORK ONLY. 4. ALL RUNOFF FROM ROOF DRAINS SHELL DISCHARGE INTO BIOSWALES PRIOR TO COLLECTION BY A PIPED DRAINAGE SYSTEM STATEMENT OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY I, DANIEL T. MATH A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT %THIN VARIES WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE 'NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 15, 2010. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I EX. AC PAVEMENT PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. #3 BARS 18" O.C. B.W. IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 5.5" Concrete THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND SIGNED: iX 4% EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF GE NO.: 2665 QRpfESS/ =III iT=iii=i ! THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT II II 1111111111 _ _"' AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 6� T QROFESS/q EXP. DATE: 12/31/2012 ,p p,S A. G`Y! JOB 10-3582 �' ' SIGNATURE: DATE: a��C'�1 2" � 9 F W o N 12/31 x <v o F �, � EXP.12/31/12 THO S A. GAETO Cl) SECTION A-A u ° A COMPANY: CONSTRUCTION. TESTING & ENGINEERING cF COMPANY: CONSTRUCTION. TESTING & ENGINEERING No. 040182 ADDRESS: 1441 MONTIEL ROAD, SUITE 115 `IT, OTECHN rc NTS ADDRESS: 1441 MONTIEL ROAD SUITE 115 EXP.09/30 '12 ` CITY/STATE: ESCONDIDO, CA 92026 OFCA�IE P ONETNUMBERC NDID , CA 92026 1 sTglFOFCAI\F��P PHONE NUMBER: (760) 746-4955 RCE EXPIRES: 00/00/00 vj $1'?E_I: REVISIONS APPROVED DATE RE}MCES DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 2A & 2B REVISED GRADING DESCRIPTION: 00-0073 CHIS. So. TOP HOWL. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED S APPROVED PRECISE GRADING PLAN: MARKED WITH STEEL FN POST. HORIZONTAL AS SHOWN LOT 2 TPM 87-008 LOCATION: SW CDR. INT. EL W RA DEL NORTE & DATE: AS Ow LT 8091 - G •�Z. RANCHO SANTA FE RD 33 FT W RANCHO SANTA �M' FE & 60 FT S EL CAMINO DEL NORTE Ch VERTICAL AS SHOWN R.C.E. NO. 040162 BY.. MASIH MAHER Fp/�ETER COTA R08LES 2147 13TH STREET RECORD FROM: COUNTY OF SAN DIEGO �� ENGINEER 6 ELEVATION: 119.476 DATUM: USG & GS NAME q . DATE: �G. Z3 ZO/ THOMAS A. GAETO EXP. 9-30-12 DAIS: DATE: Z/1 a/ I I WORK PROJECT N0. ENCINITAS, CALIFORNIA SHEET 28 OF 3 v.-.: .,.,m»... ._.a®. m.. ... - - ..._.._.R..: ., , s. .- ,,. : ..,-..,.... ._.- . •s.,..,.. .: -- - is eSy 9 fib} r, L°� �X/S? 04C�C>NO OR t lid 11 4 �° �° OD lA I ( SANDBAG O/.orE O4=. TA/L. s 9 �°2 t,Z . s,'_" tc; - '"•v � ! j�� C� ? J ra'.22 td1P -54f iV0 IN Al 2�*0 'I0" W } i4• I -� �:�'� v Ong, `•4..< , l i O �. �„a.. 8�" r� j / s l I �Y C&I'q VEFL�A 7A_ NOTE '� ' . • m `° / - ` — 160.00, 958.00, 153.00 150.00 AND 148.00 ARE SPILLWAY ELEVATIONS. }� �a °.• ,, i 15000,161, c �0` .�� ' ` � /U. ' t �\� � °°- ' � � p�, J g� ,t SANDBAG DIKE ARE 2 BAGS HIGH OR A MINIMUM OF 0.8' ABOVE THE - zc. i .,i } C2 3� g� s� /rr ,00 aaa _V6 t SPILLWAY. r/_'R> � �'� 4 `• \ � v'` w `"` :.. �^^. �,aze4.... \,.,� 7'g d "".,,,�,---- A-� \ �\. ;Fie, a _ � ! �,;� � :` � , , . °'•+..,,,, , �Ae�-a a i f, s f y y \ ,✓ '� 'O-s cam^. . %�;�n `S'�•" wel , , ! f?✓ �`®^ ( 9 °•,, / ` I ! $ N ` ""' .. 'S.ld i•�•. ,.-`rte Q -_ 7 l •-� `\.. k ,l t EROSION CONTROL NOTE 'q \ , Iy 3 •'! r'` \ \y5 k�rs- '"`•., •�.-z,, `+'" j '" _ ^ '� y � f5 � � .i°JS•� � -..�'° \ \ `\ � t tp 1. ALL GRADING DURING THE WET SEASON SHALL BE SUBJECT TO THIS PLAN AND SECTION 23 24, 370 & 23 24 380 OF THE GRADING — 17 � g ORDINANCE. _ 3.35 .'y, X3.$5 \. ao 4 �. - II 2 THE DESILTING BASIN AND 6 , 10 > & 12' P.V.C. DRAIN LINE SHALL FF °j i BE CONSTRUCTED AND OPERABLE BEFORE ANY GRADING OPERATION IS STARTED ON THE PROJECT ; J. SANDBAGS SHALL BE BURLAP BAGS WITH J14- ROCK. • ` >. _ / 4. THE PROPOSED 12" P.VC. DRAINS MAYBE CONNECTED TO THE ��O � �.\ •,- y � \ � �, �,� -------.... _m � �„ / � ,�''; EXISTING CONCRETE DITCH UNTIL THE 36 R.C.P. IS CONSTRUCTED. UP \ t $d 173 C per . r�r4 \ ;, ` .BO 5. S ILT BUILD UP AND DEBRIS SHALL BE REMOVED AFTER EVERY RAIN 174. 30 - �� ,n 1�/ �4 — TO THE SATISFACTION OF THE CITY ENGINEER. Y. ! \ l \, ` qtr' - -=J t th - ``*�s�' Ce.O„ • A �• _ 6. FINAL GRADING, PAVING AND DRAINAGE DEVICES SHALL BE CONSTRUCTED x oho _ � PO til - ,� � ° �q ,� � �/ QUICKLY TO MINIMIZE THE NEED FOR THIS PLAN. lie Nq 1 214 175 IP!l j� O A >c . 2 ` �x f D a.E� s N — 1 t� mG � 10 19 / F �n � tJt®® �t`� f ,�.;a .- ro G���✓. ' \ VN C 1, 'a.` w�.o �.-F-6. ,. �/U� �E�l�,✓j A .D� l' ,� \ ' , ,(""� f` ,, ,✓:i 1 � - r( „=r d" AI G taa K /' P F 2P� o PAID w1s7.3 c a ni , r y; v P% q 10 POI. o a 7.47 { 4 `\ 11` a�� �� • v. \\ j 4 � � 4i�1 � / ��'• � �' I � � >{, "'- t, q` / '�_ \" . � R � f .._���-,-_. - 1�// � �,y.YJ n. i. . .f4.. .t'S/+Y 6 l�¢�P'3 " $ 1 / 0-. c ti g J \ ' ; � of +�• a srx s — l' �� I / _*yN ....� �.\ �'iP / / YYI .. ., t C L✓',�P/'Y'i�:.,04"r �.T(r/Y l Y a• 3§0 A 16005th 8 i ✓ / � ..` - `-� ;. `- -„� ar°'� € OA, \ � ` \ Y\ °' id a 17 !ry k `,9 '� $� 7!&j�. ,. . -'- " `-i,Cx•`' �-� '' ar-.`" h� ��(�� $(}'� Cli tu No. msn V �a ® 1'' p. m; I � f \ °- c5'Cp l •mac `�-� J � . a tilt ti � &�Jc NEta OF wo2K y, CAVIL F� `^.~_-' s� \ , \ 5 _/�F m. .,=' am`t Gj / •# t. .-°'� , / JACK 0590P_fJ PLCE f6903 F . . .-..a•°'`I.,,fi• ... r, _ B,atP r sAILI` 8,D r �,�y 1 ANeke-, a3 1 clfobnE'�:$.0 C.tiOI� , - � x� r. EROSION _ C®NTROLPLAN coo /�� v t y� { �� �° RAE C OQfl8't �g�r � rl SET l REZONE PERMIT NO — - -- -- - — — — --- — rEROSION CONTROL PLAN FOR : SPECIAL USE PERMIT NO, CITY CHANGES BEKJCFI MARK T E!'•dTATiVE MAP �+lt). r. i �Tfsd A6"t7iA CtD�;'°,. b,R6roaead by D6ie G'l✓/S.S 411?ftC " AY11,- S. Z coy, R0 - \ \ / NEW ENG.-OF-WORK aESe�F�r � --- =— _ -. ir� rni r,. IT \ \ of AVORV- Il-2-Rk � �' � dVlyV I✓ ��l���d B � _' =°� ��+•RELPSEO gg 1 l> '. wj i� 1 ,mss. -z AS Bu i LT r ELEVAVON, JN 88014 w,. _ „a® ,. ,.e. .:..... ...,. ._.K.., v.. . . mss. Q A . GENERAL NOTES WORKS TO BE DONE - LEGEND ✓qR /ES) 3o SYM BOL NOMENCLATU RE S.D.R. STD, DWG. NO. GRADING PLAN FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 0_,2 Zo /0 3 � vq � / � 5 I � PROPEf2TY L /NE THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE n Q 00 IVEW i .G. P AVEMENT i -- 046 T= ti' L/A/E CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ' v ( Q ExT'G .�A Eti � -� 3 -4 % . I - STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM Co 11 4. C. B.4"RM CryPE A) G 5 � ti•`.,M• ti SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY G "Pcc cuq B REQUEST FOR INSPECTION. ca R6 $ 6UTTEF7 TYPE °� �� C. GRADING NOTES E. EROSION CONTROL NOTES PEFr STO. pW6. G -2. G CU.9B 6 GUTTER (Ty/°E6) G - 2 EX7_6. C01I G /iVEd O /rC.Y TR.41 L. - CURFJ (ROLLED) G - 4 THE SOILS REPORT TITLED � _ _ ._ 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT E . To BE Fz, nAI VEO "&rTER . PREPARED BY Qop _ PjpLt ,DATED q 3 SHALL TYPICAL SECTION :RANCHO SANTA F E WC& --'. CRO s eUrrE,4 SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STEVE ROBINS AT 753 - 8331 BE CONSID No SCALE CO AS PART OF THIS GRADING PLAN. ALL GRADING AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS c.1c4YEW,6Nr ZI' SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND AND BACKFI LLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT cd'!'R /VgTE �o urjL /TYEas�M�r/ CONST• A• C.PY AEMENT SPECIFICATIONS CONTAINED IN SAID REPORT. SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY 4Ep GENCY WORK SHALL BE MADE z W000 xe t 1 B a . /e'e' SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL i c (TYPE S /� 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE 2 CURB / 0-2 ?eO SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF -� Z% 2 = - - STORAf ,0, /Y CLE4AII o - 07 IMPROVEMENTS WITHIN STREET RIGHT - - WAYS. SEPARATE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS EMINENT. so PYC. orA /n/L /NE leYo" /z APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 2 " ° CONJUNCTION WITH IMPROVEMENT PLANS. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED T/ 3 5 �- -� GRATED /NGET a �s 2424 oso 0 -29 WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. FOR THEIR INTENDED USE L SECTION: PRIVATE ROAD DOS r /RE 11X01 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF - SITE NO SCALE GRADING. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 40 ' s0' • EX /ST PolI POLE 5. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER EXTG GROUrvo 6 ri a EX /ST• GUY /°OLE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE AFTER EACH RUN -OFF PRODUCING RAINFALL. 3 �3 4' /° /r 13 ZQA14. t o E xis r. WA76R VALVES TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE caT ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL I GUTTER o R S n a REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO I \'� G - ¢ k rlis ExrsT. CoNToaR r /A/E DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ?x 2 41 z s -a' /o 2 z / Pf/Oi CowTOUFr L /NE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSTALLED. WHICH MAY ARISE. 2o'W /vE Piz /vr�TS p,� /vim BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- 95-7 , ESTABLISHED AND REPLACED BY A REGISTERED CIVIL -x- x- EX /5T• FENCE ENGINEER 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE c "A.c BERM 7rP� %4 -ae 4 sTO ows s -s. OR A LICENSED LAND SURVEYOR. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO RE TA1A11AI WALL iJ � E.1/ST. SLOE SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION TYPICAL SECTION: 13TH STREET RFTA /N I WALL (MASONRY) c -2 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE N SCALE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED - B.�o�voircy a �75 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM GRADING PLAN SHALL BE INCORPORATED HEREON LEGAL DESCRIPTION FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO cur 5[ oPE 2 /; EXGEPT /N 7YE V /C/N/7 a,- RET, wi1LL =/A REGULATIONS. A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY Pq,PCEGS 42 P�/�CEGInwR,uo /652 /x/T/�E /LG SLOPE -2 / MAX 8. GRADING AND EQUIPMENT OPERATING WITHIN PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING Crr � ONE -HALF (1 /2) PLACE, SPREAD, WATER AND COMPACT THE FILL I N STRICT DAY. F/� o c�a oi7 CONDUCTED BETWEEN THE HOURS OF 5:30 P. M. AND 7:30 A.M. /176.400 P•Q194,0 ELEVgrrav 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE d /0 NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN ASSESSOL NO.: V GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT SITE SS MILE OF A STRUCTURE FOR HUMAN ACCUPANCY SHALL NOT BE ACCORDANCE WITH SPECIFICATIONS. T7' 7211< OF w,4LL B. NOTIFICATION NOTES SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES BOY BOTTOM of w�GL y o BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE RANCHO SANTA FE ROAD lU U ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENCINITAS, CA. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR OW DECLARATION OF RESPONSIBLE CHARGE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH Q THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 1(WE) HEREBY CERTIFY THAT A REGISTERED SOILS I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT PLANS, HOWEVER: OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE ENGINEER OR GEOLOGIST HAS BEEN RETAINED T I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS ACCORDANCE WITH THE GRADING ORDINANCE. OF CALIFORNIA DEPARTMENT OF CONSERVATION. SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT W ON THE COMPACTION AND STABILITY OF THE SITE. THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. Q� Z THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY � MEASURES TO PROTECT ANY EXISTING UTILITIES OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SOILS ENGINEER'S CERTIFICATE 1 1 UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY STRUCTURES LOCATED AT THE WORK SITE. IT IS THE MATERIALS SHALL BE COLLECTED PILED OR OTHERWISE DISPOSED ONE LAC 10 2 b THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE STEVE A DALITY MES WHEELER DATE ME AS ENGINEER OF WORK, OF ANY RESPONSIBILITIES FOR PROJECT DESIGN CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE I, �� ° 8A LL-^ A REGISTERED CIVIL ENGINEER IN THE STATE OF 162 sour RANCHO SANTA FE RD. JACK OSBORN % U OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED ENCINITAS, 92024 160 INDUSTRIAL WAY, SUITE 200 (7601 759 -151 2 MAR OS, CA EXC AVATION, FOR VERIFICATION AND LOCATION OF APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SAN 92065 ��,,. UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS SOIL CONDITIONS PREVALENT WITHIN THIS -SITE WAS MADE BY ME OR \ ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY UNDER MY DIRECTION BETWEEN THE DATES OF 4 0gT 3, 1999 �� ' ° >y s _ . By A. SEWERS - CARDIFF SANITATION DISTRICT SUCH MATERIALS. AND REP O&T * IO - S SSZ ONE COMPLETE COPY OF THE SOILS , JACK OS N pq B. GAS d ELECTRIC -SAN DIEGO GAS ELECTRIC REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS o� N 9 y'$T° �gLGi R.C. 16583 C. WATER - OL I VENHA I N MUNICIPAL WATER DISTRICT BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE I HAVE REVIEWED T , J yg �e y G a /Np OCG PgNGY/O �tEG. EXP. DATE : 3 0129/ Q D. TELEPHONE - PACIFIC BELL & TELEPHONE CO. D. LANDSCAPING NOTES CERTIFY THAT THE C ,� . THESE GRADING PLANS AND a�FY e�P 1 �. C4 , E. CABLE - CATV a RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT e y�oy 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. `' oP ` 2 � 4AC�,/ /JEER of WOR/G 110. w a 7i/rMAS 4 G9ETo e.. 6,90 01 Q 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL � � '�� 2¢/4 5 46?4 -5 q ✓E �7E C-7- - HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND - ' "'� ES!DN� /oo Cq 9202 9 III U cw O �j - ,h (PHONE): (760) 944 -5070 ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. SIGNED: ' ° 6 `' � r s. a <F� o RCE G �� ") Q401 a . y� f*.`i 3 y'�x���, . Iktin. a rc wp A - Q 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL R.G.E. NO. � �" Kq 217 ' INSPECTION. PHONE: (760) 944 -5070. ALL WORK PERFORMED f Ffy�{ ���� SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION `" pr o PRIVATE CONTRACT _ , ., pr x• CALIF WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXP. DATE: 30 ' ©� a SHEET CITY OFIENCINJAS �� Cr l DEPARTMENT OF PUBLIC WORKS SHEE G O rI REJECTION AND REMOVAL VICINITY M A P I °} GRADING PLAN FOR. O7 I NOT 70 SCALE O GRADING QUANTITIES REVISEDGRADJAe9 o4AINAGg T. P . M . 87 - 0 0 8 Z LOT l s ADDED sIlEs /A E l s CUT - 1800 C.Y. CITY ARRROVED CHANGES BENCH MARK O FILL - 14400 C.Y. No. Description COORDINATE INDEX: 322-1695 on Approved by Date OC -007.9 CH/S sq. OP //O MARXEO W /7W IMPORT - 12600 C,Y. DESCRIPTION: T C ~ QI NEW ENG. -OF -WORK SOILS �I�L -9Q Approved ROBERT WARREN Engineer of Work _ sre•�L• FN P09T ENG. &OWNER / -1.�/D LcG,,�JG City Engineer I�ESG2 /PT /O / LOCATION: CDR. / n/ T. 6G C4, 1Np pEG AI A' RCyo SAAI 0� /_ �s R.C.E y 2� NEW ENG- of -Wo2K, 3 FE RO. 29' i4Cf/O. s4V1A FE B C '49 EL �N/ , OEGM7R7S C B ° O( (/ e4✓1- _ I W Z !✓!/JVGE P.e IVATERD/..L -I V l �� RECORD FROM: CIGI&NrY ©F SRN O/E6 O�g 8091 G ® OWrS(DE 47A40NVC/ �, II�Oq'f7 ELEVATION: // -47G DATUM: USG 4' 6.S. I II - 91 Permit No. C7 8 "DR41NA6,e PIPE M• DATE = �/ W d ,�.nocioF u�4LL �oDd/Ls I,,lav FILE N0. J N 88014 o,�t„FAy,G'' iG'G44B / BM2- 2' / N N 190VA7S Ro E5M T 0 EX. BR DI"tf D►rGt -1 >i o SLo P� � 5 1 P p ip , D'2' B R s� V/ e I a vaoX Q �P t , a 2 PRI VATE Ro I )OZOP AET.4 /rV /NE, P ee /L% V� ►� V� r \ AR VA7E RD - PER G- /,G2 FAFrT.y 6IER.v/ /NE PA TA 1 5O,25r� !? //VG O /ST iq/VCE Mo 5[ALE 2 BEA L f s 18 °17'4S" w L Z /V 21V°33'/O" W �% fTA /�C OF4eA A RTl. BE�SM AT > l ' T pp CW \\ \ \ Q 'p ' O E E,p l ::+. / I � k•3ry) �' / �� 6 •i1V y r ' ���°" ( /7J t. �.:: :.'...;�: +/II � CURVE L7ATA Ago SCALE 'Q• C/ �i67.3o) C2 20 °5833 5¢.0 /9.77' {� !iu•� ��• sp l J ��/ 2�� C3 Z9 ° ZY'97 " 50.00' 25.G¢' V c¢ s8.51' >\'\ 23, �\\� / Zoo., � ' e. O 7 _ , 540 y a \�2 / N Ga' 'h G R� x %T <°' ► tr' I 4 N \I 2 ( 0-75 Oi 7YH l � N � s �� _ ',' , °• `1�+�` /73 {� t � 1 0 •�'�* •':�'.+w *:�:"y:?•'�,- � �'`� cf,�� '� Bf�u'�frs 24'"xc�" `i• - \ J'� 3� \ S .h � � �" �JC•' ,:: �:� • ::;••;•:c:•::.:. •9w.,,, � lh dY /GRATE l�1 m A A �n:;;;i .:;i < : "Si2 :: r :; ;ti ii: ? %: : s ` I- DEMI X 1 Q J uu p _ . /�'� G G \ 4 E 1/,I, 78. o / AX P, G De l �,v� o T o �� fi °� Q ► ► 4 G <iy 2. L ` _ j- op y \ _ � ¢ �P � �f 11 L TG qG c / < fix. 6S�ai 1 c° � I I xop 2 -' /7 � T.G D /�,, B o g 0 y ra / I vI! [ uJ I \ IQl• k o , \1 /!/ g. / 2• 1/ 1• •(� { \ \, - L , O sL8 i) FA,PKWAY co p ✓✓ I l� 1� L \ \ o I tAv G \ \ 467 /Go J •.� •' . �_ � rya E2 SD �PTG s / ise _ 1 a7 / t R O� - I plp G. / / R OU / I� ptJ'r �'o - "° N\ ,��,�T����NTL \ lo o ��,?21.9$ o q V \ 1 0 PP G n'� J � - I i R — � °�' (pore I' _ o> P�j�P/7s P o f - KP o PAD 157.30 ° g \� �,b Q 9 �Ih�Ei _E 6 §�' \ R \� W / A1 4D �( pR 18 y1 .8 4 y� 'ss FF = 457 9? 5 G I /e / r _ 1 /se.a ill °. lye 2' 4-oo.o \� \ �s >;1� r f TA / EAlZ r; <> SWALE fZEN /NG WAGL P�ROA46NN L /NE DATA � "A C Z 2 �1 T� `'�� E� �� n' �. �s�.e.7 TYPE �I s " ! 1 _ I55•Y /pr1��D� � N � fz `\ =\ �< �% 57 10W(9. G -.s �gewc� oisr9�vcE \� T 7T p pR �► ,. r - 5485' �� �b ►��J K / v� y�/IG�, /^ E W A. c . s�.4 �E�En'r Z- A/29 °33'/0'/ w 43. ,$7' b _' ?o ff �pvE oo / L -'2 /✓�0 ° 2!°'SD" Ic/ 20.00' p 0 ti � I' 10 g.3 l�. nm PRO�° ERTY GURVEnL�gTA 4 L \ , �P O �� - � p O Rv _ - \ �1 /► / /� � " N_ D = / 56.<40 y 3 ,(� /� E � _ �•_ � �n� \ �'����' . r vQGY - . F= /57.07 0 cAC. '\ � 0 -/ /f �i � � 68 .4 - � i G _o 3530 /5 / /o.o0 68.35`. 0 8' I - ►—. ) v/= r. G- 7 39 ° /7 4�" 75.44 ' o % (y .� 3 � � �, s ' \ \ 8 ��� ��gp OFES$! ` ��� �L '�F �l+ S r" SN 3KOW/�J AL INFORMA -12 I IT'r �.�• ,3rw $T2LET t wACL $ui�T r'�R �ttY `� � � (�• � � .� � � �y aF ENCrNi T/'t. DwG. lJo. iO3S -Z �� �P :: ,.'9ti N• / 61 No 1658 0 W Alp x 0 8 u� \ � ' Q A ��1 j� �ci. aflf 0 — y Exp. 6-30 %' Q I AO S / — Q a S 6� u CA[tE �\ \ / q V✓ EF ANA CAPA CA ��� \ o �P A/� TE \� 0 M /NO n' .wcNo, it 9 °0 ,q r 5 \ r � } ` v ° +� / NUE 0040182 A PRIV CON TRACT �I PERMITS SHEET ? m ✓ L`gVl\ ���\? D DEPARTMENT OF P IC WORKS SH T� Q m O REZONE PERMIT NO. GRADING PLAN FOR SPECIAL USE PERMIT NO. Cn 8 7 - 0 0 3 O _ TENTATIVE MAP NO. T o ! M e REU1SEDGRAD /uS oRaraoFS rh AvE %owtY ED7 I F2 Ap.09V 9/46eaZa 2 yORr i '(• �- f�` Qy'� \ / 0; PY CITY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINA INDEX 322 -1695 4w s"_/Y �++ ^ \I T / h OfC No. Description Approved by Date /. 5,0 na ?VA%rZ./t /i?X�:..yyl 96 ME DESCRIPTION: : 7 , ARREN -- � ` _ Mprovedt ROBERT W E ueineerofwork: Q h" \ \ m Q Q NEW ENG. -OF -WORK, f NOTE ti _ 6CA le _ 2C \ . � � °ST City Engineor O S \ CoA /D/✓ T�5Ti/lG-, eEwNGES s �/:✓, EWIIVra �zl w, E , . - ,R ✓r <, F JA B y : . O Al . RCE. 583 H J I G I N I T Y MAP 1 E/,lCs6 /J IZr!✓� 2 �lEw ENb- oF- WOree,PlJO (p /Lg � C . /y,ac��v s� r- sEC°ca.r s t r4+r,✓o 6 ✓cP z NO. TO 8 V hL Z— RECORD FROM: q Credinp = T GNANbES . ADOED WLiLLS' - � W \ �. DuT3/0E t5R4D /k/Gp A cour►rY rJF v.�o 8 09 G W a M -AA � I l /0q1 Q ELEVATION: //� 47G DATUM: lJSC F,.' 6, S. Date Permit No. T P. M. 87 -008 ca O B D 0 Al,� P /PE t z g Gocgr'o.�t O.tl !.G c�or/7�Hes, 1 DRt✓FW9Y,C°'lG+ .GURB a L 11OV FILE NO. 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I "l ,�'; -�.SL � _�' -TMa` a- � �' r �� � `�. fit - 'SL 00 0// ' %L /o/ J OrZ/ �l (bM77 /dS \\ �' 3H1 3/108b .8'0 30 WnWINIW b 210 1401P SOt/9 Z 32/b 3X10 0 b'80Nb'S SNO /lb/1373 .(b'M77 /dS 32/N 00'81 ONb' 00'05'[ 00'£'S[ '00'B9[ 00'091 '. :310N env �i�.�n.� �� ° _ I c C O s� O/9 r PO "OZ M n05,°JZvO°.? /V 07 y �' Y \ 149 gill Z7 A 1 � .�..�nrv1 s/o �N /ar d��� EL„1 �` � ,! � ®�. ,�'"•�� / � � .,J, I ,r � � =27 OA iyCJ ON/70b�J i91X3 \ t � 1 � n/tr7�s :A�7� \ �A , N ` •-- _,r.. it N o � ,n : er._.:.. emu„ a m... N y n . 4 5' -6' PER PLAN d 1' MIN. 1.5' MAX. TURF REINFORCEMENT MAT C3 SWALE � ADEQUATE OR TURF. "' SEE NOTE BELOW 0 PLANTS THAT ARE NOT PRONE TO 1 \ (W) fX BLOCKING THE DRAINAGE FLOW 1 L� " 6 W q MAY ALSO BE PLANTED ON SIDE \ r SLOPES. V � � � R MIN. ENGINEERED SOIL - 173- - k. 40yp �\ SEE NOTE BELOW 6' \ �� -10" MIN. FILTER MEDIA: �x 1"f / T. 18 "MIN. A i 3 PART CLEAN WASHED SAND TO 1 PART 3/8" GRAVEL F 71 ¢ ) ) a� 2" MIN. 3/8" GRAVEL � C�p \�� aid 1�l�� �i� '� I'I e/ (AP 1g' �W) 6" MIN. 3/4" CRUSHED ROCK I !... 4' PERFORATED PIPE CONNECTED \ �1 TO DRAINAGE SYSTEM 173.62FS N '20�10�W ,17. 1�3 'ENGINEERED SOIL'LAYER SHALL BE MINIMUM 6 °DEEP SANDY LOAM'SOIL T \ A 3.28FS �S �; :PFpRw�C(_ MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 - 60% SAND, 20 - 30% COMPOST OR HARDWOOD MULCH, AND 20 - 30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS AND y \ : ALSO FREE OF NOXIOUS WEEDS. \ 1 .61 S „ CP 1���� , ** NORTH AMERICA GREEN C350 TURF REINFORCEMENT MAT OR APPROVED \ .113• �/ EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S x , 1 0 pp SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE GREATER THAN TO RAINAG L . 1T3.\\ 5% AND /OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC. �p \ (SEE IMPROVEMENT PL FF S BIOSw ° //j 6��� F Ap �jj� 3�5 ! DETAIL 1 L VEGETATED SWALE WITH UNDERDRAIN AGE ��. FOR USE IN CLAYEY SOILS WITH LOW PERMEABILITY \ VC, 173. 5HP- NOT TO SCALE \ \ , 1 / 20 10 0 20 40 60 \ O \ \ARC \``,4PVC : STORMWATER IMPROVEMENTS NOT TO BE ALTERED WTHOUT A CITY PERMIT SCALE IN FEET \ \ `v W /f osI P/ •� / `' SCALE: 1" = 20' 8 T. ':�::\ fX / C : >l ° 17 17.00' \\ NOTE: 1. REMEDIAL GRADING TO ENCOMPASS ENTIRE PAD. EARTHWORK DATA OWNERS SITE ADDRESS NEW IMPERVIOUS AREAS 2. ALL IMPERVIOUS SURFACES AND ROOF DRAINS CUT = 69 C.Y. FILL = 69 C.Y. NAME: A&M 13th Street LLC 2145 13th Street BUILDING AREA = 2,683SF /3 BARS 0 18" O.C. B.W. 5.5' Concrete SHALL BIORETENTION/ FLOW THROUGH BASIN EXPORT = 0 C.Y. ADDRESS: 619 Chesapeake Dr. Suite 103 Encinitas, CA DRIVEWAY = 1,598SF \ ' IMPROVEMENT PRIOR TO DISCHARGE FROM SITE. REMEDIAL = 1980 C.Y. San Diego CA 92128 SIDEWALK & PATIOS = 863SF CONTACT PERSON: Jim Wheere 3. CUT AND FILL ARE 5' FOR REMEDIAL WORK ONLY. PHONE: (619) 246 9310 4. ALL RUNOFF FROM ROOF DRAINS SHELL DISCHARGE SEC110N A -A INTO BIOSWALES PRIOR TO COLLECTION BY A PIPED DRAINAGE SYSTEM NTS STATEMENT OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE #3 BARS 0 18" O.C. B.W. DG TRAIL p THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY I, DANIEL T. MATH A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN Concrete 5.5' C \ WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 15, 2010. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED \ \ °� TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND PROJECT HAVE BE PORATED IN THE GRADING PLANS AND SPECIFICATIONS. \ IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED SECTION �_� THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND SIGNED: EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF j NTS \ THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT GE NO.: 2665 �OFE I AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.�� T F #3 BARS 018" O.C. B.W. � #: 665 EX. ROLLED CURB EXP. DATE: 12/31/2012 Cl) No.2 PROP. DRIVEWAY SIGNATURE: DATE: �b ` �� Q RpFESS/ JOB 10 -3582 Z EXP.12 Z3 9 Q`A 2Z �J THOMAS A. GAETO k PS A. l .� CI � COMPANY: CONSTRUCTION. TESTING &ENGINEERING o - ADDRESS: 1441 MONTIEL ROAD, SUITE 115 r l q �rECHN� water COMPANY: CONSTRUCTION. TESTING & ENGINEERING CITY /STATE: ESCONDIDO, CA 92026 OFCAIWO� ADDRESS: 1441 MON11EL ROAD, SUITE 115 a No. 040182 PHONE NUMBER: (760) 746 - 4955 SECTION C -C CITY /STATE: ESCONDIDO, CA 92026 EXP.09 /30/12 PHONE NUMBER: (760) 746 -4955 P �q C l V o- a�P NTS RCE EXPIRES: 09/30/12 T FOFCAI -W �_ / 5 H E c _ I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 2A & 2B REVISED GRADING Z DESCRIPTION: 00 -0073 CHIS, SO. TOP HDWL. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED'` APPROVED PRECISE GRADING PLAN: MARKED WITH STEEL FN POST, LOCATION: SW COR. INT. EL CAMINO DEL NORTE & HORIZONTAL AS SHOWN DAB: LOT 1 TPM 87 -008 8091 G RANCHO SANTA FE RD 33 FT W RANCHO SANTA / /^' FE & 60 FT S EL CAMINO DEL NORTE C /L. 040182 BY: BY: v ' • 2145 13TH STREET RECORD FROM: COUNTY OF SAN DIEGO VERTICAL AS SHOWN �,_� ENGINEER R.C.E. N0. MASIH MAHER J- O12 PETER COTA ROBLES ELEVATION: 119.476 DATUM: USG & GS IoM. EXP 9 -30 -12 p ENCINITAS, CALIFORNIA NAME: D 2J Z�/ THOMAS A. GAETO DATE: DATE: Z� 1 6� I I WORK PROJECT NO. SHEET 2A OF 3 PER PLAN �J \ P SWALE SHALL BE PLANTED WITH 1' MIN. 1.5' MAX. TURF REINFORCEMENT MAT (� / \ (W) ** SEE NOTE BELOW 20 10 0 20 40 60 ADEQUATE GROUNDCOVER OR TURF. CD PLANTS THAT ARE NOT PRONE TO SCALE IN FEET �/ F 1 1�� �y \ MAY BE PLANTEDEON FLOW SDE rn 1 I 9, rn SCALE: 1" = 20' ��� N o SLOPES. 5 3 Q / I t\ q , " MIN. ENGINEERED SOIL �F���Ind / `�� \•j�� �� �' L 11= *SEE NOTE BELOW 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND / ��. - ^ / �o �`� d, 1 o ; . " `i TO 1 PART 3/8" GRAVEL / / � /. . �:: �2` MIN. 3/8" GRAVEL I E R �V ^ ! �✓ ��O , ,'.. , _ ����� ��'yiy'O y„ >� , . 6` MIN. 3/4" CRUSHED ROCK ?9 61� I. 1 Q N 4" PERFORATED PIPE CONNECTED I F I (� TO DRAINAGE SYSTEM plo 1 )4 .30 dem 1j380 0 7) 4,OOHP ~ �� o q � * 'ENGINEERED SOIL "LAYER SHALL BE MINIMUM 6 "DEEP SANDY LOAM "SOIL c� 9V r \ rn' MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN S 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% / v TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND � ALSO FREE OF NOXIOUS WEEDS. SEWER CO ** NORTH AMERICA GREEN C350 TURF REINFORCEMENT MAT OR APPROVED \ 173.56.FS A : EX. C.O. { EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S Rp m SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE GREATER THAN i 1 0C1E IN 5% AND /OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC. I 10E RAT o 3E FNIr >� 4 " PV 4 "PVC ®1% ,73.5OFS 39 DETAIL 1 X. 173.40FS 6 I VEGETATED SWALE WITH UNDERDRAIN DR AGE SYS — -- — — 30.36 FOR USE IN CLAYEY SOILS WITH LOW PERMEABILITY (SEE IMPROVEMENT PL — _ —_ — T _ - RIP- R I P \ NOT TO SCALE ' BIOSWALE PE 170. Jr� �E — \ \ 168. / NOTE: STORMWATER IMPROVEMENTS NOT TO BE ALTERED WITHOUT A CITY PERMIT . 160.00 i \ NOTE: 1. REMEDIAL GRADING TO ENCOMPASS ENTIRE PAD. NEW IMPERVIOUS AREAS EARTHWORK DATA OWNERS SITE ADDRESS 1 ALL IMPERVIOUS SURFACES AND ROOF DRAINS BUILDING AREA = 3,058SF CUT = 76 C.Y. FILL = - C.Y. NAME: GARY MENZIMER 2147 13th Street \ \` SHALL BIORETENTION/ FLOW THROUGH BASIN DRIVEWAY = 2,648SF EXPORT = 0 C.Y. ADDRESS: 2523 EL GAVILAN COURT Encinitas, CA IMPROVEMENT PRIOR TO DISCHARGE FROM SITE. SIDEWALK = 1,058SF REMEDIAL = 2.578 C.Y. CARLSBAD, CA. 92009 PHONE: (760) 533 -1776 3. CUT AND FILL ARE 5' FOR REMEDIAL WORK ONLY. 4. ALL RUNOFF FROM ROOF DRAINS SHELL DISCHARGE INTO BIOSWALES PRIOR TO COLLECTION BY A PIPED DRAINAGE SYSTEM STATEMENT OF ENGINEER OF WORK SOILS ENGINEER'S CERTIFICATE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY I, DANIEL T. MATH A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN VARIES WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 15, 2010. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I EX. AC PAVEMENT PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 3 BARS ®18" O.C. B.W. IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 5.5" Concrete THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND SIGNED: 4 Z EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF : 2665 ESS� GE NO.p� THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT `p Q� T '9l AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. EXP. DATE: X31/2012 �4 _`�`` y Q (ZOFESS/ i a No.2665 x SIGNATURE: - DATE: a'`i.�l ^��`�oaPS A. G F JOB #: 10 -3582 EXP.12/31/12 THOWAS A. GAETO SECTION A -A ° z COMPANY: CONSTRUCTION. TESTING &ENGINEERING SEC COMPANY: CONSTRUCTION. TESTING & ENGINEERING it No. 040182 z ADDRESS: 1441 MONTIEL ROAD. SUITE 115 I l q O PECHA \r- NTS ADDRESS: 1441 MONTIEL ROAD, SUITE 115 ' EXP.09/30/12 CITY /STATE: ESCONDIDO, CA 92026 OF CAW CITY /STATE: ESCONDIDO. CA 92026 sr CIV PHONE NUMBER: (760) 746 -4955 PHONE NUMBER: (760) 746 -4955 r gT f OFCAEIF ° � RICE EXPIRES: 00/00/00 J lq F_ r—' I REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ADDED SHEET 2A & 2B REVISED GRADING 2121111 DESCRIPTION: 00 -0073 CHIS, 30. TOP HDWL. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED S APPROVED PRECISE GRADING PLAN: MARKED WITH STEEL FN POST, HORIZONTAL AS SHOWN LOCATION: SW COR, INT, EL CAMINO DEL NORTE & DATE: LOT 2 TPM 87 -008 8091 - G BY. RANCHO SANTA FE RD 33 FT W RANCHO SANTA � -/ V / ' � FE & 60 FT S EL CAMINO DEL NORTE C /L. VERTICAL AS SHOWN R.C.E. NO. 040182 MASIH MAHER FpWETER COTA ROBLES 2147 13TH STREET RECORD FROM: COUNTY OF SAN DIEGO �� ENGINEER p ELEVATION: 119.476 DATUM: USG & GS NAME o,,,.. DATE: THOMAS A. GAETO EXP. 9 -30 -12 DATE: DATE: ZI Z aI I I ENCINITAS, CALIFORNIA WORK PROJECT N0. SHEET 2B OF 3 Q A. GENERAL NOTES WORKS TO BE DONE - LEGEND GRADING PLAN FOR � ✓�R0, - s° SYMBOL NOMENCLATURE S.D.R. STD. DWG. NO. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, I o =/2' Z °' / 01 3 � THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ✓AR /ES -- PiTaIPI&RTY L /NE CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE To P M 8 7 8 NEW A.C.A.AVEMENT --- CENTER L /NE . e CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ExT�. g4 ✓ENEMY STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ti`i 6 BERM (Tf5°EA) G _5 SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2 G "/°cc cuR B CURB � 6UTTEi7 7YPE G REQUEST FOR INSPECTION. C. GRADING NOTES E. EROSION CONTROL NOTES oE R STD. pW6 - 2. G "cU,9e 6 GUTTER �T1'PEG) EXTiS. CONC. L/NEO 4"d,'UrTER �RALLEDJ G -.4 - - CUR,B 2. THE SOILS REPORT TITLED PRELIMINARY SOILS INVESTIGATION REPORT 1 . ALL GRADING SHALL BE INSPECTED AND TESTED BY A Q U A L I F I E D 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT E . 1 'TO BE RENO VEO TYPICAL SECTION :RANCHO SANTA ROAD c /�ss GurrE,q PREPARED BY SAN MARCOS ENGINEERING DATED 12 -2 -88 SHALL SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STEVE ROBINS AT 753 - 8331 NO SCALE EX /ST. �f C. fJpYF�NJENT BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS lw' _ SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT aW;r-e NA7FiW E Or// 17Y SE CCWST. A.c.,OAxFNENT SPECIFICATIONS CONTAINED IN SAID REPORT. SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE a' /0' 1 ro' 2 X 9 ReO W000 AWA btR SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 2 ,1 r ~; CURB INLET o - 2 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF a z - - - oR�f G�/4i1Iry cLE,a.YCY/r 10 IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TEMPORARY DEVICES WHEN RAIN IS EMINENT. ti 2' x 6" RED 000 HEAOEq APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS ®-- - GRATED INLET BRao.E's 2424 OR .SaR50 O - 2'9 CONJUNCTION WITH IMPROVEMENT PLANS. AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED r/. - 3 .15 DOS F IRE 11yl019A1YT FOR THEIR INTENDED USE. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR TYPICAL SECTION: PRIVATE ROAD 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE N SCALE EX /ST. TREE GRADING. 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 90' • EX /ST Posr�c.Q,�LE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER ExT's. GROUNp • E X /sr. dwY /°OGE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE AFTER EACH RUN -OFF PRODUCING RAINFALL. 4'. 11'2 0) a• ro' //' EX /S r. WAT`R VA VE5 TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE RpLLEO CURB 2' ` - J car F /LL L/A/E ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL j curTER P6R sin I F /LL REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO ° G -Q I I -- / - EX /ST G�Nlt2UR L /NE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES zx Zsc = ? x /so P/9o. sE� rw_wr4/R L /NE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR INSTALLED. WHICH MAY A RISE . iVlrOE PR/Y/lTSE OR/VE p3 - 7 BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL -BE RE- //' /s' /�' ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND -x- x- EXI9r. FE/vcE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE BERM 7rPE ;a• PER s ro ows c - 5. ��y E.r/sT. SLOPE OR A LICENSED LAND SURVEYOR. FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO RE TA /N /NG wALI SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION TYPICAL SECTION :13TH STREET O°r� RE7 - AIM AIG WALL (MASONRY) C-2 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE No SCALE _i Sw .aLE SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED - ,s�IOW'oircA/ L7 - RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE F I R M GRADING PLAN SHALL BE INCORPORATED HEREON LEGAL DESCRIPTION cu sLOPff N THE V /c /N /7YOF QET. Wi1LL -Ilf : ! FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO REGULATIONS. A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY A PORTION OF LOT 19, RANCHO LAS ENCINITAS, - F /LL sGAPE 2 / MA PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING MAP 848 ALSO BEING PORTION OF LOTS 81 AND 81A ( EX /ST EL6'YAr�cW OF COLONY OLIVENHAIN, MAP 326, TOGETHER, WITH 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT DAY. ' � � V 'GG - y E W ELEY4TION PORTIONS OF A ,BAND C AND 13TH STREET ALL � MILE OF A STRUCTURE FOR HUMAN ACCUPANCY SHALL NOT BE ACCORDANCE WITH SPECIFICATIONS. WITHIN SECTION 7, T 13 S, R 8 W, S.B.M. Pyo = /76.00 PAa ELEYATlGW CONDUCTED BETWEEN THE HOURS OF 5:30 P.Y. AND 7:30 A.M. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE ASSESSORS PARCEL NO.: 264 - 143 -51 TO 54 O .40 7' ,vu/IC7,BEft NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT SITE ADDRESS rw M/0 of WALL B. NOTIFICATION NOTES SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL .6w BOTTOM 4 WALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE RANCHO SANTA FE ROAD 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ENCINITAS, CA. AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR OW NE R SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE TO NOVEMBER 15 THE SLOPES SHALL BE STABILIZED WITH THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 STEPHEN F ROBINS GRADING QUANTITIES PLANS, HOWEVER: OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE 2247 EDIN BURG AVENUE ACCORDANCE WITH THE GRADING ORDINANCE. OF CALIFORNIA DEPARTMENT OF CONSERVATION CARDIFF BY THE SEA, CA. 92007 CUT - 1800 C.Y. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY (619) 753 - 8331 FILL - 14400 CY. MEASURES TO PROTECT ANY EXISTING UTILITIES OR 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE SOILS ENGINEER'S CERTIFICATE IMPORT - 12600 C.Y. STRUCTURES LOCATED AT THE WORK SITE. IT IS THE MATERIALS SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED E N GIN EE R OF WORK CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE I, ALFONSO D. NEIS, A REGISTERED CIVIL ENGINEER IN THE STATE OF OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED BRADLEY a ASSOCIATES, INC. EXCAVATION, FOR VERIFICATION AND LOCATION OF APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE 370 MULBERRY DRIVE, SUITE E UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR {' SAN MAR ( 619 ) C) 744 -6777 92.129 ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY UNDER MY DIRECTION BETWEEN THE DATES OF 9-16- 88 '' PHONE N0. ( , V A. SEWERS - CARDIFF SANITATION DISTRICT SUCH MATERIALS. AND II- 30-88 ONE COMPLETE COPY OF THE SOILS V , J •�`'A. S ST E 2 , HAS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS ` 9 y ` o �� � /y Z C9 B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC p�,LL W .. ., 1 >. nNwcA�� I , C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, o e d r Gwrivoo« ^°"�� BY D. TELEPHONE - PACIFIC BELL d TELEPHONE CO. D. LANDSCAPING NOTES I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE � ' T /_ LFO o D. NEIS R.C.E. 28846 DATE a > /� REG. XP DATE : 12 -31 -90 E. CABLE - CATV RECOMMENDATIONS INCLUDED I N THE SOILS REPORT FOR THIS PROJECT a ' stet j �FpAP / ct 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. `� aS Ny y W 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL �� �r W ��Ne.266 Z HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND °` Exp12 -3 -90 * �j (PHONE): (619) 944 -5070 ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. SIGNED: 4 � QPO �o o � ,� Jj civ�� -o`er OF C W ` co 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL R.G.E. NO. 00943 INSPECTION. PHONE: (619) 944 -5070. ALL WORK PERFORMED SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION PRIVATE CONTRACT , �- V O WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. EXP. DATE: �Z-3 / -,a ;,E oQ� SHEET CITY OFENCINITAS Q: � - REJECTION AND REMOVAL. ofcA�IE DEPARTMENT OF PUBLIC WORKS D SH`E�ETS ! V I C I N I T Y M A P GRADING PLAN FOR: C V NOT TO "A L 0 2 T.P.M. 87-008 y�c CITY APRROVE.D CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX: 322-1695 No. Detri�tron Approved by Date DESCRIPTION: OC -qp7JP C.Y/5.s0 .T °P NOWG. M.eR�rEO /Y/77/ t Approved : - ROBERT WARREN E 'neer of Work � � 2c BTEEL F// -car City Engineer I *F N LOCATION: C 4 , T. / iL altW1 V AFL AOR7Lr dr RC 4FAWX4 AL F SO D. NEW R.C. 2W46 AF AW lJ 1 W hY//O. 9Mh'rA FE /Ce '3 EC 44V /,V 9 AFLAl7t7i s y : d � I yJ Z RECORD FROM: COUNTY OF SAN O /EG Grading Z W //� USC 4' G.S. Permit No. 8091 G ELEVATION: DATUM: PATE T.P.M. 87 -008 W d FILE NO. J N 88014 B 2 i I I I rl Or i �� � • �` \ � L /NE DATA E.4RTy GERM / fl• ¢ � \\ E"� /s Tb� \\ \ (\ l td �/ �� BEAR /N6 O /STANCE 2 � P.40 L f s 15 0 20'22" W 54.8°3' / I 4 w .i N 1 W 43.87' a /4 yc) 4 R NG0 W 20.00' CURVE OATH C/ /5 X0.00' 23.57' C2 35 ° 3G' /5' / /0.00' 68..35' 0 C \� C3 99 17' %" / /0.00' m _ _ O / \m m� \ �o� \ '?y V7 ' AO - 7 - 4 O /7�N PAD s 17.00 N" G so FF = l7 .67 Ilk 3 / \ \ �,\ �cl7frs P4 "xa7" xv, ry -A o . O �/ �G• � � o c p -n 9 0 I h r/6711I \ _ i 3* o Af AFJO \... roL ,fi \ 07\ 2 — \ /�� cpt;p. /VO AcE C Chi 0 CG 0 x <� \/ 6 L, Z �� ky W m n f _ c o . ® \ I \ 1 /o' 4' 23' a' I SETBACK 9\ d \ \ \ \ s °° = 170 t p 0\ �,(/ \ y, Cs o )� / � ) PARKWAY Ile c I ,io 9 /& 'I \ \ 0; A� , \ 00 v I A GAN T �o I N T \ \ 0 e)3 \ � h \ p PPEN ,� p � h• o �_ ��` 1D v �P ��� G q�ES / \ \ _ y o f P IS r.� 03 �= s a: pP�nP I , I o o Z� PAD 163.50 \ h \ C, NN a \ \ �� /�� 3 W y' S`' P 5T Top" 19 161 .OP FF = 164.17 2 0 i y � + oo o' `moo R � �I�� i I `A NO A I /• \ �/ ♦ ` 1y; EARTH SCALE ! 6 BETA /N /nK` WfaLL 2Z \ � 5D moo\ �n \/ �' `I PER s a 5 ° 7 7 � r O ?D ' /NS wow A.C. RAVE�7ENT C7 A t� Z D + 160.50 f I '� F� =16/.17 \�® ,� t ° �� SECT /ON A -A O SCALE .► o` " TG �\ \h � �° i % '� � ���< \ �� \��- QROFESSioyq � t7 \ h ��,o� S � 1)aa�44 /fyC W z 'si ^►r t �� IG G oad \ yp \ \ \ �Gi1 Bb A �" l \ W Q me. 28846 `(. +4y �, • / \* `� e A � Eap. 12 -3' -90 ; CALL° \ / \ I cl S /TE ANA°AM �+ PRIV CON TRACT O 4. PERMITS EET CIT OF ENCINiTA3 V '� � \ ` � 2 DEPARTMENT OF PUiLIC WORKS s/1ETS Q� REZONE PERMIT NO. _ p ✓� �` �o \� SPECIAL USE PERMIT NO. GRADING PLAN FOR TENTATIVE MAP NO. T • 'J D • M • 87 — 008 CITY APPROVED CHANGES BENCH MARK \ \ 1 \ /roD1"m Approved by Bell e — COORDINA INDEX 322 cc -: qV /S 073 .SQ 7Y"'" f/OaYL . �li4K !Y /J7" 9 FiY \ \ DESCRIPTION: APMewa: RO RT ' RR N twwk: 1 t City Engineer Vi INITY MAP \ �T C .9a✓ . 'ks4 / i ✓ EL C AiII /iY0 GiEL M7.9T ° I'.SK� �rT�9 fEQ H LOCATION:_ or c ALF SO D.NEIS R.C.E. 2145 NOT TO 30AL■ bai Z AEC = W ELEVATION: / /.'J >•1G DATUM: �c / G, S. (� r,m.i No. 8 0 91 G w — T_PM e7 -008 _ W !Z JN 88014 FILE N0. ti o I � I pl � 3` \ I �, L /NE OA TA .- ¢ 1. �) BEAR /NG O / STANCE � �� l !1 — � --- � � L 2 n/ 2 ° 2 3 , � ,. � 54.85 ' c) � - •._ nN Es } I / °3 43.8 ' a w 9 Elm +� l / a ra L3 A/ ro0 W 20.00' ..i 111: 29 - CURVE OA TA 6 � ®s 3 J � 170 � �� � �, / •. •.: � � -,� ^ C/ 15 0 00' 15" CPO. 00 23.57' ( 7_ 30) . } �\ S �t Z. ;O o � ;J / / , - /� / / c. d C Z 35 36'/5 / /O. o0 68.35 ' \ _ I /o.00' >5.44' x g.7 .'\' -� �. a =t a 2 � � � � � � � � m �3 max. � " 'P�.� T r✓ ` , � � � �i ( - �s 9 :. ..< (G a \4 = 17 . s o R FF = /75.67 ? ao ,• :. - , 2 r r� G' 4 Pf' _ 178. - - -� - Ir -� jet ° I� i R —✓ % / \ ? ��. � �:• x(76 -57 J p0 ra- ? s c Ao23' 3' sErBAc.t , e m) �d G�dJ� ` �E•o A� 175 _ QD 0 G I Y i i 1 �� \�, (C PARKWAY ' .0 EP`' o ; x F2 r s ro p >> u OUT ✓� Z O, — �P �I� p .. R�p� \ -- - \J ) / C� O ' / PIN ��r4 �P� �m r4 & �pR 2 �xl I �� EA pp PAD =163.50 o I °� �, P¢�" ,,r��s �E3 s �. -� y CAS En p(L� IB x 1.88 \� u'la o w )s FF = 164.17 15�� �° P� Igo / 1 1 ise �O'` 3 Oi �/ FART /f SWAL.E 'l A t �' 3 � 3$ i � n � °• CA \ _ '.�.i 03 s \ Lj 1�e� y ,4ETA /N /n/G WFILL _ �=IE 1 NEW A• C. ✓EA7E/VT o G + 0 3a 1a0 G� v m ° ' 7 — � OA0 - " ' A ., 160.50 v� - P /� I p �� ��� SzFcr /O/V „ I.VjV Al .S, -� ��\ E-fisT ` �_ CVO SCALE ro, o r� ° rv t sr, lO !7 ,a I _ ANACAPA I / '- v C.aM /MO '� r f Nll' L A s i re _ Cao A �c /2 y °. 11; \ j } % �� °; \, / PRIV CON TRACT .. CITY OF ENCINI , .-,S PERMITS SHEET TA DE P AR TMENT OF P WORKS SHEETS 3 - „ �. +r �� �� L� REZONE PERMIT NO. _ - - -- -- 1 S PECIAL USE PERMIT NO. � /� \( r =. — �� \( ENTATIVE MAP NO._ _ . Po \ T• �. \ \ / CITY AP/ PMED CHANGES BENCH MARK CALI COORDINA INDEX 322 �• \ No. Descoption DPtond by Oan -- _-- -. -- -_ !' c 079 LyY. —- — DESCRIPTION _ _ __ _ _ -. __. _- - -_- _ -- _ -- R 'NARREN " twork - - -- t - - -- -- etC[ � Approved'. ROBE PST. COY Z V ICINITY MA P \� I OCATION S v Ccy4 /. T E1 CA.is /Ya o6L NG/�" ° 6 s4 vTA f� I By y Engineer ALF S D.N EIS_ R.C.E 288 H °. -_ • �: •�� I I I °'O 28,E /yC d' Z NOT TU 6GtiLE \ Zri� W RECORD FROM: CC d/r,�T OF J �-p - -__ , = W ELEVATION: //-9 4yG DATUM L'SG F,' �, S. t P - _._ j Vnm'it'No._ 8 09 1 " �s O - -- Date _ J L T R M. 87 -008 J Z= W SL J N 88014 FILE N o.