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1998-5528 G (Plans) , GENERAL NOTES WOKK TO DE DONE - 1. All work shall be done in acdance with these plans, the Standard The Grading city of Encinitas En rading consists of the following Work Department 5tandord Specifications, the San ork to be Done according to the plans, the ecificatt for Public Works Construction, the Design and Co nstr uction , Die o g PPIVATE 5TPEET AND LOT RAPING PLAN Area Regi Standard Drawings, �ndthe Standard Specifications for Public Works Gonstructton O Standards of the City of Encinitas, and the San Diego Area Regional Standard Drawings. Any changes or revisions therefrom shall be approved a //�� Grading shall consist of the construction of all cuts and fills shown on these plans and b the Cit En gineer prior to any request for inspection. OCEAN VIEW TERRACE - T1'M 97 -160 outlined in the earthwork specifications. All grading details shall be in accordance ith w 2• The Soils Report entitled "Preliminary Geotochnicol Investigation the City of Encinitas Grading Ordinance. 5- Proposed Single Family Residences, Ocean View Ave", Encinitas, California TPM 97 -160 prepared by 15orry and Associates. dated May 6, 1998 shall be considered as part of this grading plan. All grading shall bs done EROSION CONTROL NOTES LEGAL DESCKIPTION LANDSCAPING NOTES LEGEND ITEM REFERENCE SYMBOL QUANTITY In accordance with the recommendations and speciflcations contained in this report. 1. In case emergency work is required, contact RANDY MARINO at ('760) 436 -1454 Lot Seven in Block "x" of Seaside Gardens Annex, in the City of Encinitas I. All slopes shall be plated and irrigated In accordance with plans approved by the C14 Engineer. PRIVATE STREET CONSTRUCTION 3. Approval of this plan does not constitute approval of sizes, location and County of San Diego, State of California, according to Map thereof No. Plans shall conform to the City of Encinitas Grading Ordnance old all adopted Landscape and type of drainage facilities, nor of improvements within street right - 2• Equipment and workers for emergency work shall be made available at 1801, filed in the Office of the County Recorder of San Diego County, Iry" %ardofd5• AC Pavement and Base Section, Sheet 3 13J50 sa ft plays. Se arate approvals and permits for these shall b q A L-00 required in all times during the rainy season (( October I, to April 15). All necessary AG Berm Std 6-5 120 I.F. cojunction with improvement plans. materials shal be stockpiled on site on October I at convenient locations August 6, 1924. Street Noe Std Ong 05-13 I ea. to facilitate rapid construction of temporary devices w AF'N 256 - 412 - hon rain is Imminent. 2. Finish 6rading and Platting shall be accomplished on all slopes prior to October I or bxnediately 4 Wrltton permission shall be obtained for any off -site grading. upon Completion of any slopes Too between October' I ad April 15. 3. Devises shown on plans shall not be moved or modified without the DDAM 7 -t 5YMBOL5 L GRAD 5• The Contractor shall take any necessary precautions required to protect approval of the siginoertrg Inspects. NOTIFICATIONS adjacent properties during grading operations. Anything damaged or import 4. The Contractor shall restore all erosion control devies to workin aid Plea Compacted Fill Soils Engineer tads - �r�9B Yds destroyed shall be replaced or repaired to the condition existi prior g order to the satisfaction of the City Engineer after each run-off qqrr p of our krawl � there are ran existing I. The existence aid location of under ound utility Ipes and structures shove a these plats were ob- Cut and Fill Ortsite Soils Engineer - 386-4- 600 Yd to gra*9• rainfa 9 p roducin g tailed 174 a search of available recdrds. To the best utilities PGG Drainage DPtch Std Dwg D -15 � � � 450 I.f. except 69 show on these pins, however: o ea. which 6. The developer shall be responsible that any monument or benchmark is disturbed or destro shall be re- ostablished and or a Licensed Land Surve re 5. The Contractor install additional erosion The contractor is re _ _ _ _ _ _ _ _ , , 0 I.P. 0 P laced racor s ona eroson con measures as may recaut' measlA•es to protect aiy axis' utilities or _ _ _ _ _ _ _ _ by a Re or. be required by the City Engineer due to cal incomplete grading operation equ to take due p �onat� Er San dbags Gravel Filled Q� 500 a. e Registered g y or unforseen circumstances which ma arise. Leucodlo ei�d structures located ti the work site. It is the aa excav r li t lion a fol Control Sa 7. The Contractor shall design, construct and maintain all safety devic L�lJ C es, y \ Ovlt s of said util Or Structures o f t0 any xGavati�fOr viflatlorl and IOGatiat� r1Dlr1 o utilit es ad notification of corcommencement commencement of wank: NON-WORK including shoring, and shall responsible for conforming to all local, 6. The Contractor shall be responsible and and shall take necessary precautions a o 5EE LEGEND ON 5HEET 3 FOR ADDITIONAL State and Federal safety and health standards, laws and regulations. to prevent public trespass onto areas when impounded waters create a U , q, Sewers - Cardiff Sanitation District (160) 633-2180 hazardous condition. a b. bas d Electric - 5D611E (8 422-4133 8. Grading and equipment op g within one -half (1/2) mile of a structure °° `m c.. Water - San D'leguito Irrigation District P15 1554466 for human occupancy shall be conducted between the hours of 5:30 7. All erosion control measures provided per the approved Grading Plan shall 9`y o �� n; o sr d. Telepho'e Pm Bell (WO) 489$441 p.m. and - 7:30 a.m., nor on Saturdays, Sundays and city recognized be incorporated hereon. yo e. Cable TV - ('*0) 931 -1000 holidays. 8. Graded areas around the project perimeter must drain away from the W f. Underground Service Alert I- 800 - 422 -4133 OWNEK'SCERTiFICATE 9. No radin o re- face slope the h k day. 2. Contractor shall rat' the G' 's office 48 hours to work pn this t. 9 9 P orations shall commence until a P 9 radin g meetin 9 has ace of a e conclusion o each wor 5IT E^9 pea begmng a"1 Pr o 1°G been held onstte with the following people present: City Inspector, .� Plane: ('160) 633- I hereby certiTy that a Registered Soils Engineer or beologet has been retained to supervise over all grading activity and Geotechnical ineer, 6radi Contractor and Permutes. The 9• All removable protective d shown shall be in place at the and of /� \, g Eng ng as advise on the tier and 5tabil Of the site. Civil En ineer, pro - grading meeting shall be scheduled with the City at least 48 hours each working day when the five (5) day rain probability forecast exceeds +nt 3. The contracts Shall qNe 24 hours notice a calls fa ftspection. Phase: Mb0) 633 -2110. All wank c ! in advance call) 633 -2T70. forty percent (46%). Slit and other debris shall be removed after each rINGlly1TAS perfafned rilthout ben6f of inspection will be sthject to rejection and removal. � rainfall. 10• Prior to hauling dirt or construction materials to any proposed ENVIRONMENTAL DATA B ` Data construction site within this project, the Developer shall submit 10. Should germination of hydroseeded slopes fail to provide effective coverage MARINO to and receive approval from the City Engineer for the proposed haul of graded slopes (90% coverage) prior to November 15, the slopes shall route. The Developer shall comply with all conditions and re be stabilized with punched straw installed in accordance wlth Section VICINITY MAP 1. Steepest Exist* * Natural slope on-site= 10% 4405 Manchester Ave, Suite lob the City Engineer may impose with regards to the hauling operation. 35.023 of the Erosion Sediment Control Handbook of the Stato of California No Scale 2. Maximum Vertical Depth of Gut 3.0 feet Encinitas, GA 92024 Deportment of Conservation. P 3. Maximum Vertical Depth of Fill - 9.0feet ('160) 436 -1454 11, Upon final completion of the work under the grading permit, but prior 4. Average Depth of Cut = 950 6 Y. x 21 / 20,000 S.F. = 13 feet to final grading approval and /or final release of security, on as- graded 5. Average Depth of Fill = 6450 G.Y. x 21 / 55,000 S.F. = 3.2 feet certification shall be provided stating: "The grading performed under Permit No. 5528 -6 has been performed in substantial conformance _ t PRIVATE ROAD CEKTIFICATION with the approved grading plan or as shown on the attached As- Graded Plan". t #' -- -- ii i l i # t -- This statement shall be followed by the date and signature of the -------- � 1 n I u r ---- I �; 4 r ' � - - T' _ 1 _ >_ �� : - Civil Engineer who certifies such grading operation. - " --- - - - -� ; t Final Notice of TPM9I -I ov a the Standards for Pri meets. the requirements as stated in tits GRADING NOTES 1• All grading shall be observed and tested by a qualified Soils Engineer ' `, - -- - - - -, ) r { I i 'F RE50URGE DEVELOPMENT CORPORATION � �q Ci ... or under his/her direction. He/She shall observe and test the excavation - - -- - -- -�- - _,_ Encinitas Blvd S A i -- .! '1 1 S 201 9IA N f 1 comp of fills and backfllls and co tion of trenches. �'" - - -- _- ----- -- ______ � - -- - - - - - -- } Encinitas, GA 92024 rr'I" ,_,� P lacement and com Pa n^Pac - - - - - -- He /She shall submit soils reports as required and wtli determine the „ �� _ n - -_ _ - -�- -- ) -�_ }_ �_ (160) 942 -1106 Fax 060) 942 -2514 y f suitabilit of an fill material. on comp letion of g operations / -( \\ I 1 ti\ " f I a f L he /she shall staff that and t w g by tests ore made hmitnsr or ' 1 I I 1 •. ' . -- _ I - } �{,� Date y 4 1 under his/her supervision and that to his/her opinion, all embankments B7 and excavations were constructed in accordance with the approved ' 7 �_ i " L } BRIAN DONALD RGE 261'15 , If , `�., -,. =' (, --� ' ' + grading plans and that all embankments and excavations are cc aeptable ' t ry s- , h I I for their intended use. - - �I o a �� a l �} .{ r Cleanse Expires 3/31/02 2• The Contractor shall properly grade all excavated surfaces to provide PRIVATE STREET MAINTENANCE NOTE: ` / -+,n om - °_u f a >.. � , ,,l_. - _ r p positive drainage and prevent ponding of w Private Roads shall be maintained water. . He/She shall control In accordance with the -II _1 , j ' I \r L� 1 DECLARATION OF RESPONSIBLECHAKGE surface water and avoid damage to adjoining properties or to finished Private Road Maintenance Agreement recorded 3/19/98 n Y 9 rive Road and UtBit Easment , work on the site and shall take remedial measures to prevent erosion as Doc No. 1998 - 0148149 1 r =- of freshly graded areas until such time as permanent drainage and N . 19IP}0148148 rec. 3/19/9 -� Existing Gas s g I hereby declare that I an the Engineer of Work for the project, that I hove exercised rmpasble charge over the design erosion control measures have been installed. ! r i _ , Existing 8 €SVCP Se Pro posed New 8" VC tl P of this project as defined in Section 6105 of the Business and Professions Gods, ad that the design is cstsistettt K6 n . -- __ - - - -- 1 + ' _ I Proposed New 8" P Water { current sta 3 • All areas to be filled shall be prepared to be filled and fill shall be f 1 r f - I ,. IL placed in accordance with the Standard Specifications. Ail vegetable i , e --- - - -� - - If I undomtoid t -- matter and objectionable material shall be removed by the contractor ' f - % project draWingS and 6pBGlflcatlOrl9 by the City of Encinitas 15 confined to A review Only from the surface upon which the fill is to be placed. Loose fill and W N - S S ad does not relieve me, as Engineer of Work of mg Eng f pr oject ign v It me, h r apa5bilities a p o' ect des' alluvial soils shall be removed to suitable firm natural ground. The s - -- _ _ _ ty X38 - _ ExnstaT' ?leas -Main exposed soils shall be scarified to a depth of 6" and then compacted No j _g ? 4 II - -,5 5 127.PA�CI �� to a minimum of 90 percent. It shall be the Contractors responsibility ----,\ E>astln ( 6 Sit W ter Main j .y Ra 'I yy f RESOURCE DEVELOPMENT CORPORATION < � q ," I \ y `- °`' '� �; { .T ., seed and W�t I 1 1 591�n iY l "` to place, spread, water and compact the fill in strict accordance with Existi(t 12 ACP Yfpt ',Main „ „ x0ting Water Meter to be Removed._ -' 531 Encinitas Blvd Suite 201 <,< ®b, ° �. rr °° the Specifications. � 9 Existing Fire Hy nt to be Q / 4 1 1 ' - y ; Encinitas GA 92024 BRIAN 8' w Sidewal - r r ( - r' (� �% 1 0 60) 942 -1106 Fax ('160) 942 -2514 �g D°NALD � Relocated Behind New T, o 4• Gut and Fill Slopes shalt be cut and trimmed to finish grade to produce I ; } Existing VCP`�ewer Nam pub/. J r 1\�J J J a ;(I , - No.2 .:75 . $ e smooth surfaces and uniform cross sections. The slopes of excavations -- i h l ; " ; Sir, M ;, = ry y(� : I CIVIL Existing AbOdoned 4 S ed Woten' 3 / a M °3 "i 1 J J a J n Prnfessicnai and embankments shall be shaped, p lanted and trimmed as directed by �♦ �, the Engineer of Work and left in a neat and orderly condition. All atones, i i, Ti g - - __ Dote _�_� roots and other waste matter exposed or excavation or embankment I i E>asting,�8' StgF�t1 D9ift. I v r { -_ ~: _ - - -, ,. r r �'JJ ? BRIM DONALD RCE 261"15 d " * ' ♦ 0�" Calk, <'" Poll if slopes which are liable to become loosened shalt be removed and disposed __J ' �"� I yv , / : r y' of. The toe and top of all slopes shall be rounded in aeeordanu with G rr� r d J /r 1 J ap I� + ' r } License Expires 3/31/02 0 the rading Ordinance. J� 1 4,051 - -_... A ' 113.00 4 -, v.. 127.00 rus `4 EK'S C 5• All trees, brush, Toes, and other objectionable material shall be collected, /, 4 _ 11500' _ ` i "� i - lg3�g'- '��.. piled or otherwise disposed of off the site by the Contractor so as to ---_ I _ S E E E F o leave the areas that have been cleared with a neat and finished appearance �\ - -?,- j - .1 ' I t - t N 8850'51' W 61 04' '; ^- _ , I, AR. BARRY, a Registered Civil Engineer h the State of California, principally doing business h the field of Appl'led Q' free from unsightly debris. Approval of location of debris fill shall be - -- 2 t \ "~ ✓' o . ' `� r°° ; : { ` ' .' _ Soils Mechanics, cert69 that a sampling and study of the soils conditions prevalent vilthin this site Was made bg Engineer and City E "sal of any such material. 9 y 9 ' `-- J- -- -- {." f S U P rior to the al "sal t� - y me or under my direction between the dates of May 8 and May II, 1998. One complete copy of the secured from the Soils En { . ", s Report compiled from the study, together with my recommendations, has been submitted t0 the Office Of the a -'' / A (� \ , o. g use'on P col 4 bet moved City Engineer. Futhermore I have reviewed these Grading Plans and certify that the recommendations included In a> _ - y r,, -. \ y ` \ } \ \.' ' to of liance ' ----- ---- �' fs le Remainder e a P the Soils Report for this project have been incorporated 'n the 6rod' ciflcat&6. 11 COMMUNITY DEVELOPMENT DEPARTMENT SAN DIEGUITO WATER DISTRICT _Y - � \ ,< a " " "' ° " " "', A5 BUILT > shall first be obtained. % , Q R ° o a xs - / - CiYI EY MAP + ` � ` _ 'C., ;. � , �� \ )kD / / /;_,.:" I .�"\ a` ~'� I ' ' "� : ° i \ // '3 / /✓ - y 9 D= Exp. 3131/02 .L i ! \ - + f 4a`. &WAN ''i -z I / Si red: � Z L9 J 9 V u' NAM Imo l (__)CL- rz /iz /9� * 5 alum 6 s :' By Rafe A.R. BARRY rate . � ,. Professional ,•' Expires 3/31/62 q '; BRIAN "DONALD, ' E DATE � �, ue ,, Qi q RCE 26175 License EX p i �T'��a"�"��P APPROVAL EXPIRES 2 YEARS FROM DALE SIGNED ''ry "••••• "" s do ,r' License E fires 3 31 02 e HT I DRAM UY RE aSI ON S APPROVED DATE REIMCE DATE BENCH MARK SCALE ENCINITAS FIRE DEPARTMENT "' A OVALS, VALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. I LONER PCL 3 PAD TO ELEV^15Y.B I o County of Son Diego Benchmark No. "OC 173 PLANS PREPARED UNDER SUPERVISION OF RECO 2 M APPR GRADING PLAN FOR: ADD REMAINDER PCL GRADING, SHT 4 Located at the SouthEast corner of the L �! 0• Leucadia Blvd Freeway Bridge HORIZONTAL N/A , BY: �� DY. I OC VIEW TE��ACE and L T RA 5528 -G TY ENG Record from County of San Diego Vertical Control (r OC O G 1� AS - &11LT df NAME DATE License Ex pires Dote, North County ". VQ1K NA /4S-1r Ir /i� 1!' DA1E S Elevation: 174.53 Datum: MSL /T AN DONALD RCE 26175 DAM � �' 99 ' Ti' 97 " 160 3/31/02 WORK PRO,ECT NO. 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If � r 1 � • �• � ° mil " � - -- - •' C`' 'am. � ' (.AVp' �� � ` _ s � -:x ��� - ww Ir r ► r •f f' I +i .• •. �� y : i. . t f:. f R i r f �� ._ IlL � � ii r e g ® fir )�1 0 i _ e - 4e N ® ®rrNV' I Wbi SEEM 1 mi f:. ^f J f' f p I -.. ,,. ...* ,, f.r I - f .. 1. e v 'i •.. • i i GKAPIK, PLAN 5ECTION5 ANP PETAIL5 0 NON WORK LEGEND 5YMBOL5 LEGEND ITEM KEFEKENCE SYMBOL EXISTING SPOT ELEVATION PROP05W FINISH 6RADE OR SURFACE SPOT ELEVATION EXISTING CONTOUR LINE 156- - 4 ' PROPOSED FINISH 6RADE CONTOUR LINE I P/L /Edge of Easement PA. / G/L Of EARTH BERM DETAIL, SHEET 3 ® SURFACE DRAINAGE DIRECTION AND SLOPE ` 2 %_ . 12'- Existing Easement 12 - Existing Easement 1 Earth and 6ravel Drive and Pr TPM 11 -160 �� ted Eth B � oP°�d Pa' 4 EXISTING GAS MAIN — — — __ _ — 1% _ Omit — A6 Elvin per Std PC6 Rolled Cift Per 5td Dwg 6-4 S-Nr EXISTING OR PROP05ED SEVER MAIN S — S Top of Slope Shown on Plan — — — — Existing6rade — — _ _ EXISTING OR PROPOSED WATER MAIN w — Compacted Backfip EXISTING OR PROPOSED STORM DRAIN Structural Section Note: SD SD AG vement and Base The Structural Section shall be designed N a Soils Engineer per Struc Section Note at the time of construction based on R -Vabe Testing and a Traffic Index -- 43. The Minimum Section shall be 4" AC over EARTH BERM b' Glass II Base. No Scale TYPICAL SECTION - PRIVATE EASEMENT ROAD No Scale I 1 .8 SHt 4 d 21113jiHIMM e = _ _ E) t b I 6H 77 N¢.IE I t2' Mein o 0 0` SECTION A -A U 20' HORIZONTAL s VERTICAL 0 d 0 w >■ fla ?P75 CrAl e CA z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I By CHECKED BY I LOVER PCL 3 PAD TO ELEV 159,0 I LOVER PCL 4 PAD D BD APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. W ii ADD REMAINDER PCL. SHT 4 159.8 i H PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: , See Sheet I . AS-BUILT VERTICAL R.C.E. NO.: 26175 DATE: DATE: BY: BY N91 EROSION CONTROL, SHT 5 HORIZONTAL As Noted DATE: _ OCEAN VIEW tEI;KACE and LOT GOADING 5528 -G .p� CITY ENGINEER 4BIM EXP. 3/31/02 TPM 97.160 1 5 WORK PROJECT N0. I SHEET 3 OF KE50UKCE DEVELOPMENT CORPORATION JN97 -0235 I RAPING PLAN 5ECTION5 AND PETAIL5 NON WORK LEGEND 5YM5OL5 LEGEND ITEM REFEKENCE SYM50L EXISTING SPOT ELEVATION PROPOSED FINISH GRADE OR SURFACE SPOT ELEVATION �ry m <7� EXI5TIN6 CONTOUR LINE 141.8 PROPOSED FINSH GRADE CONTOUR LINE i_r- -- Road Grades Raised from 1 +50 to 3+ EcIge of Easement PA. Edge of seIriw Avoid Exposing Existing Wall Foot EARTH BERM DETAIL, 5HEE7 5 � v Along Northerly Ec 511RFAGE DRAINAGE DIRECTION AND SLOPE f — 4 12' - Existing Easement 17- Existing Easement 1' and Gravel Driveway and Proposed per 1PM 91 -I60 EXISTING 6A5 MAIN � — G Compacted Earth Berm \\� EXISTING OR PROPOSED 0 MAIN S — s � — _ — - - I% Ac Berm per Std N 6-5 AC Berm per Std N 6-5— Exist' Grade EXISTING OR PROPOSED WATER MAIN v —w Top of Slope 5hownonPlan ---- --- - - - - -_ - - - - -- - - - -- Compacted 8ackfill ., - e Structural Section Note: EXISTING OR PROPOSED STORM DRAIN SD sn AC Pavement and Base The Structural Section shall be designed by a Soils Engineer a t the t irw of per 5t=tol Section Note Try l H= 45 l The Kink= Section shall be 4" AC over 6" Class II Base. / EARTH BERM TYPICAL SECTION • PRIVATE EASEMENT KOAD No Scale No Scale 7Y - — — — IPA I 0A I — — — — — — — — 9 CIA Igo -- -- N — — Eb 1 5 h 7 1+ I IZ' 1 �. 1+ i ii SECTION A -A I" = 20' HORIZONTAL E VERTICAL 0 y4l `�/dFdr NM y.,.'• ', • BRIAN r „` DQNAL9 o.�.. 26775 • - y CIVIL o 6 c + , e , ♦ i) • C L W d REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BD BD APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECO / � D _ E APP GRADING PLAN FOK; F� L SR. •ID• 99 DATE: I O BY: gi BY. F J Z S 4Z� AM re - p See Sheet I HORIZONTAL As Noted CITY EN NEER OCEAN VIEW TEKKACE and LOT GOADING wake « R.C.E. NO.: 26175 DATE: 7� ' 9 DATE: �.I —� - z �, VERTICAL IAN DONALD TFM 97.160 !Sr AS -BULT EXP. 3/31/02 WORK PROJECT NO. SHEET ,3 OF KE50UKCE DEVELOPMENT COKPOKATION,- JN97.023D z ' D 4 i r LETTER OF PERM155ION TO CONSTRUCT O F3(TE f IMPROVEMENTS ON FILE WITH THE GITY EN$IN NO 6RADIN6 PROP05EO ON THI5 PLAN TOLE " 0 FF51 N65F GRPDIIONNONSHEET 2. l _ I t A ,-ML7 NOTE' s i AS OF 6115!00, THE AG 1 Rh+Cir/,Y :PARKINf 50*1 ON THI5 PLAN HAVE NOT N 8 e 142M W 108 I ,. EN GONSTRUGTED. GOIRETION OF THE AG PAVI% 15 EXPECTED UPON f = _ AN �550RY GURREN Y130 I r . -. UNIT TL NG PERM TIED . D 1 eck �� De BUILDING Si i z� D� SANDBAG D AGRO% LOT, MINIMUM 2 BA65 Iii H�6FI TO REMAIN ICE PLACE UNTIL APING AG PAKI ESTABI 15FIED T4 PREVENT EX— I TINE. OPE — --_ , L I � ER0510N. -- — 8 f EXISTI tt I 3 Y; RIP -RAP NG fO)5t-, hb ` 111 '; ILK T� — — — TO BE �� ®DRIVEWAY E�6E --r,z MOPED m p - - -- - - __ PA r, � Tj _,. ,_ -., •. ., � m1 i .$ `. } 11 . L •7� /.f ! `�1 ". s� °T4 t �Y ixe� .s - r� r W , 1600 Nevi FF .` -:' i r .J.. ii � —TM 1 �� , J, I 1 ., i A � ` \ .— _ T �J �•r l _ _ -- .V �.F �- -T_ 1' /L ME 57 1, 5 ; �— RAISED FLOOR FF �: I l f�ll9- 4JNDERF ' > I : -.- ._ I� r = I PR�'OSED NEW FINI -� t �J r "1 ; . .� J 1 P r� T'1 r te' 1 8 ' • � � Imo, , �/ ss f I LINE � I r i a �: - •,� - ;.,� ,� � °50'51" W I�.� ___ __ � �� I I - + j , _._._. _� .': �• � 1-+� -- -- -. -- 1 She I -�./ :_ ,, i ••`� `� ✓� C I GUT _ . a 5(ALE _ • i _ 7 %3 DAYLIGHT I �` °, t VAYLI6NT GUT EXI5TIN6 EARTH MOUND, 5EE ` I 20 NORIZ d PERT yT 5a so + t F LETTER OF PERMI5510N TO GRADE OFFSITE DATED 0 1D 20 30 +o l q ON F ILE WITH THE GITY E%I `Playground 301 VIA NANGITA AVENUE ss `Egiupment I OWNER - BOB WILLIAM50N i REMAINDER PARCEL GRADING & DRAINAGE 5GALE: 1' = 20' 0 10 20 30 40 50 60 0 0 o` EAt;THWOKK QUANTITIES GUT: 100 YAR05 FILL: 100 YARD5 a dCPORTAWORT: 0 YARDS v u p S - BRIAN DONALD >F : No. 26::5 : ui o•. CIVIL z` Professional �SCti°•w..w,dq��,4 y C & z BENCH MARK �F 4�E �° c REVISIONS APPROVED GATE REFERENCES DATE SCALE COMMUNITY DEVELOPMENT DEPARTMENT ' A W a REMAINDER PCL GRADING; NEW SHT CH KE Y APPROVALS CITY OF ENCINITAS _ '9 ENGINEERING DEPARTMENT DRAWING, N0. ap,� ��' �'� PLANS PREPARED UNDER SUPERVISION OF RECOM D APPROVED f :rs�t -} r •� AS- eu�T q ; 5ee Sheet I HORIZONTAL AS Noted GRADING PLAN FOR: S b BY: VERTICAL As Noted BYE— BRIAN DATE: ?.�9`� DATE, f -�. DATE: CI ENGINEER 2 OCEAN VIEW TEKKACE and LOT GOADING 5528 -C DATE DONALD, RCE 26175 CJ License Expires 3/31/02 TPM 97 -160 SHEET 4 OF KE50UKCE DEVELOPMENT CORPORATION JN97 -0238 J NoText