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1990-273 G (Plans) LEGAL DESGR /PTION THE NORrRCI&Y .5'70, 000 FEET (MEA50RED ALOAIG THE WESTERLY L /NE) OF THAT R ,?7•iON OWNER C. GRAD I NG ! OF' TYE NOo?7WWF5T 4UARTER OF THE SNff)VWE�T QUARTER Or -5EC-7 /0%l /1 TOWmv lv /3 5OU714 ENCINITAS CARLSBAD PROFESSIONAL ASSOC. /AMI/ /i'ANGE4 WE 5AN BERNARD /A/O MER ID IAN, ACCORGVNO To '>7/E orF�/gL PJAT THEREOF C/O 2533 S. COAST HWY. 101,SUITE 260 1. All grading al I be Inspected and tested by a A. GENERAL LV/NG EA57'EMLY &1` 771E E.A57ERLY LINE OF COUNTY kUAD 5tNVEY N0. 682 <60.C6 /EFT WiDE) CARDIFF BY THE SEA, CLAIFORNIA 92007 qua l l f led ec soils engineer t o r under his direction. ent and He (619) 944 -9800 shall inspect and test the excavation placement 1. All work shall be done in accordance with these plans, A5 D E S G R i B E D AV D E E D 'TO 7_14,15 C4U� OF SAN DIEGp, f E 6 0 R O B D G � 7 * 0 6 E R �, / S S / / . V B O O K ASSESSORS t0. c o m p a c t i o n o f f I I I s and b a c k t I I I s and compaction of 4&,, PAGE _20,s OF OFF/CAL RE6oRD3. 257- 0621,2,3 and 4 trenches. He shall submit soils reports as requl,red the standard specifications for public works construction, the design construction standards of the E X C E P T I N G T H E R E F R O M T H A T ) n 0 R T I 0N L Y / A / G W E S T E R L Y OF T H E E A 5 T E R L Y 6aJAI DARY and w i l l determine the s u i t a b i l i t y o f any f i l l C t y of E n c i n i t a s and the San Diego area r e g i o n a l OF T.4AT Fo8 OF COUNTY ROAD SURVEY No. 1960 -/ IKNOWAS EL CAM/ND REAL) material. upon completion of grading operations he standard drawings. Any changes or revisions therefrom A5 oeSCR/F3E,0 IN RA*_-EL. 67073 -A IN DEED 7b THE COUNTY OF SAN NEGO, RECORDED shall state that Inspections and tests were made by him shall be approved by the City Engineer prior to any JUNE 6, 1968 As F /LE NO. 9q884. or under his supervision and that in his opinion, all request for Inspection. embankments and excavations were constructed in A01llALI�Mo 7 ' >T 4MaAIL7 41VDIMW-s //7/9 accordance with the approved grading plans and that all 2. The soils report titled Obi/'725Sf7/�/la prepared by embankments and excavations are acceptable for their t-je„r• ,4EX /n/G .datad 8 ' ahaI I be considered as e&* - 70" intended use. a part of this grading plan. All grading shall be done __ -- -- -- -- -- - -r- -- -- -- in accordance with the recommendations and 1 2. The contractor shall properly grade all excavated specifications contained in said report and /efter. surfaces to provide positive drainage and prevent ponding of water. He shall control surface water and 3. Approval of this plan does not constitute approval of t avoid damage to adjoining properties or to finished sizes, location and type of drainage facilities, nor of /� n g y work on the site and shall take remedial measures to improvements within street right -of -ways. Separate R 0 prevent erosion of freshly graded areas until such time approvals and permits for these shall be required In l as permanent drainage and erosion control measures have conjunction with improvement plans. been Installed. ' 4. Written perm,ssion shall be obtained for any offeite 3. All areas to be filled shall be prepared to be- filled grading. I A and fill shall be placed in accordance with standard specifications. All vegetable matter and objectionable 8. Contractor shall take any necessary precautions material shall be removed by the contractor from the required to protect adjacent properties during grading surface upon which the fill is to be placed. Loose operations. Anything damaged or destroyed shall be N fill and alluvial soils shall be removed to suitable `O replaced or repaired to condition existing prior to N firm natural ground. The exposed soils shall be grading. l ly scarified to a depth of 8" and then compacted to a Q= o minimum of 90 percent it shall be the contractor's 8. The developer shall be responsible that any monument or responsibility to place, spread, water and compact the bench mark which is disturbed or destroyed shall be re- C "� —• L/ o WORK ,.^ fill in strict accordance with specifications. established and replaced by a registered civil engineer u � � 4. Cut and fill slopes shall be cut and trimmed to finish or a licensed land surveyor. 0 grade to produce smooth surfaces and uniform cross 7. The contractor shall design, construct and maintain all O ° sections. The slopes of excavations and embankments safety devices, Including shoring, l and shall be f 4 - 7.s 7 g shall be shaped, planted and trimmed as directed by the responsible for conforming to all local, state and 113 S Ir / / � engineer of work and left in a neat and orderly federal safety and healt h standards, laws and � condition. All stones, roots and other waste matter regulations. GR G /01f /S411TA E exposed or excavation or embankment slopes which are lg0'1�" RGf 78 "GU /NL�T S EET' Z liable to become loosened shall be removed and disposed 8. Grading and equipment operating within one -half (1/2) „ 'f // of. The toe and top of all slopes shall be rounded in mile of a structure for human occupancy shall not be accordance with the Grading Ordinance. conducted between the hours of 5:30 p.m. and 7:30 a.m. nor on Saturdays, Sundays and City recognized holidays. 6" GH �5 /ly ,6`'GATGH 5. All tress, brush, grass, and other objectionable � material shall be collected, plied or otherwise 0. No grading operations shall commence until a pregrading disposed of off the site by the contractor so as to meeting has been held onsite with the following people 0 leave the areas that have been cleared with a neat and finished appearance free from unsightly debris. present: City Inspector, Civil Engineer, Soils / Approval of location of debris fill shall be secured Engineer, Grading Contractor and Permittee. The ((( \ from the soils engineer and City Engineer prior to the pregrade meeting shall be scheduled with the City at disposal of any such material. least 48 hours in advance. N e 'O!D /37' 7 75"40 1 ­ 7 171 I / B. NOTIFICATIONS fR��S /O/)' CGNTP�L LANDSCAPING Utz 40, 76)I �//iViaQh ) r/? /OC�i✓ fi@ LItlf7 - S OF 4A5IN 1. The existence and location of underground utility pipes 1. All slopes shall be planted and irrigated in accordance and structures shown on these plans were obtained by a �iY�COAjjR[KJId /09B'39�f(° AS UI RADI NG PLAN with plans approved by the City Engineer. Plans shall search of available records. To the best of our IM /f/07r404MMMgfffJWO' ��KJ�'XILX/y�10MVIMV � knowledge there are no existing utilities except as ALTIY,15 V/ 7I�f/g4/� 5b4�/I'NLNf lA/,4L53WX H G, DONNELL R.C.E.44114 conform to the City of Encinitas Grading Ordinance and shown on these plans, however: �� /� TfA " Y all adopted landscape and Irrigation standards. /T� f(T Yf/ I'/- ArfA )j7d/�^/LIrN7f/�CG�(SJi!'/1�/!I y S The contractor is required to take due OrTZrIPOf '-1RrL)tV4f5016NAtNN15&fINZ917 ATE 2. Finish grading and planting shall be accomplished on precautionary measures to protect any existing 5 5/�/JNoNn1�iLWs Nrtl[llbr / /EDOfr/xg7jhEO�!/lhefJllA� all slopes prior to October 1 or immediately upon utilities or structures located at the work site. � 19W,4 completion of any slopes graded between October 1 and It is the contractor's responsibility to contact �� / ���� / ����� April 15. the following owners of said utilities or 771f a"` 6YAll lr V LA DEC 770/1/ � /5C�/OA/3 /bL,E structures �LLEt?� GyA�� prior to any excavation, for 70 THE 54r15fiY17oN0/` IIIE C/Iy' Ali /N G TO U/l(Gi^1!'lCj� CyRi1D/NU ): / 11m b y I�CLAVf 7HAr / �N" 7&_ EN INEER Ot` A,40gK / rm 77115 PP101FCr7HAT l !¢WE EXEf� /ZCD verification and location o f utilities and O P f R M G t Y O P � U N f O R S � f � C / / + C U i ' ? 5 > t W G C 5 ! J f / / G I f 1 1 4 Y # , 1 5 A f A F S t W 5 1 4 6 L f C H A R 6 C O ( / E R 7 / f P S / G N X I - At M Q / K i 1 5 l � ` f ( � / d T J O W 6 1 T 0 3 0 r 1 A f / N � S S A I D / A O f f 9 l b N 5 C A M j D n o t i f i c a t i o n of commencement of work: 5 IV' car�AGro39 JIJ4)L /NSrA[L APP11 - 01W 4"0iV ftZ /IfA A516 Mr f8VIP01Y1 1 076 �,� Q RAT 77IF L%�/6N 15 COQ'Sl5rnr Am CUPS �r 5wpAv5. r 57vp mAr r#r ame r tf 9K2U /K�0 f77V 677YLi✓ //IG�R1X( E/0 PLETfD c //)07 /. ar = 1014 Z �J ZIWTiT�FM � Z P7" P"4JI N46 ME' ��'C /�/CATfD �5y 7A'ClrrOf /] a • Sewers - LEUCADIA WATER DISTRICT (619)753 0155 Gt'�,Qgno/� o� L ohs N C/gcUr/STNYcfs A/1a 1 Afv FILL = 57 CU, Y05 SfWVg (ITMR ,5f5 Q ' � OLY IWD Xfb /YOl A"LL•/EVe /r1�, A5 er#*h f4A Mm MOA' I GF M RC6R7N Agency Phone 5/eK /i1L`5 1 (619)436 -2401 J I A�ECa'A"RA 17 5/l(LL EE /3�,5°Gfs 7A /1fCE5S/(Iry'A'1�CAfA7kJiV� /I�?PO�T ° L? ONLY ti MrN V16TA C!L /1/E FO /Ro G� /L7/Y b . Has a E I El t r i c - SAN DIEGO GAS a ELECTRIC CO > 117/74EVE//l R�� IRY9155 41YllJ /ViEiiS AJ/ // /M /OLOJ(�D I,IATFRS CR�T� fi f�r/7 - '757 01. y� x ,+ /q Sid �o <V /9) 755 - 31Gt3 Agency Phone yA a/s coVo/��' 7f 5TMPEST fXl5TlN (7 V) P f 1XRE lil�l ENUi�eE,� L l AGS s� . 7ALL S /D//�h L' V5U KF5 10iVV/ DW/ PfA7NEAH°R04ED CJA�O/ */LAI� SNAIL ti` SOILS ENGINEERS CERTIFICATE 777 6W71vI HuY /0/1 *W1 OLIVENHAIN WATER DISTRICT (619) 753 -b4 C. Water � o� 7» f 0�G5fOl�RgDlNC7 /5 j0 15 •SOLA* ems, c,4 'W'5 - •50 - 2.12fX15T 5Ti�1P15 I �a A C� o Agency Phone BCOfD�AValYOj'd(E ,2 /IUSJpgq�j�Al , lgrfieGyy71/� I ,I ('. �,.,�.i �,xf�d..I�nc registered civil engineer in the O /Ar e)r DPEi1l /L!/5 /D A�it� Pgrl :5THf WIM111Y VERT/CALGPM OfalT /5 -9D, „ State of California, principally doing business in the field of d. Telephone - PACIFIC BELL 811 -9000 � I vtav e;!6% RE IAYMU� VffT7WDOTAFF /LL /5- applied soil mechanics, hereby certify that a sampling and study e A nc /J�Aek//��1G YlJNEN Jl1C f /VE7�1A� R4N> f0/gCL'AsT fXLffDS A / <9d�� ? o f th s o i l c onditions p r e v a l e n t within t h i s s i t e w a s made b me g y Phone � 6 &T40D GW/S6lV1LiT,Ei'14i fTYfi4l/P4A/1'M& or under my direction between the dates - /4NZ3 /d7�G� <�'�� nd e. Cable TV - DANIELS CABLE,'VISICN (619)931 -7000 f 6) `V//O XZLA ^ 4. .ea�eeft� sf /Vft n e complete copy at the soils report compiled Agency n c Fi�G /l1/!rr15 P>L�/D g Y Phone /O. $ f101 /LD(/'1/NA7�/1 j0(/ /��EF[�nVF ( from this study, with my recommendations, has been submitted to COVERLit D7`aA104 �GQ°ES(9D9o +Yt)1�/_g EM e,�S Ae / the office of the City Engineer. Furthermore, I have reviewed 2. Contractor shal I notify the City Engineer's off ice LJ SIDFES 5fllQLLSrIQ'L /Zfl� hA/ II /p/yrf /h/ 27378 cu. =`'./8 these grading plans and certify that the recommendations Included 48 hours 5� � � 9 g P Y prior to beginning any work on this f oKVAN A/ /I ��rfl 55.p13@TXEOV- 4Aj'1W9 -p/r/� �� in the soils report for this project have been incorporated in project. Phone: (819) 944 -5070 Q CD/t SfATf 4�fGAL/f0JJ1gL� ,A / 11 - Df fILL the grading plans and specifications. Z /Fl3q G[! �� _ (� 'L/ y 3. The contractor shall give 24 hours notice on calls SIG NED: CG�SEP�V4r /O/X �° 22�L7 F�. �� N�,q,t �, for inspection. ,Phone: (819) 944 -5070. All work RCE NO.: 34 4 2 Cn / I E performed without benefit of inspection will be l I. �j}�p /Nc !.l /LL �CGL/f3jj�f�El�Ob l z 6S Z 0 / suJ_ect to rejection and removal. n.�,� W lL l5 VI��NITY +"Y D A/OJ jOAIG EXP.DATE 9�Olg/ f L! Li C) n REVisioNS APFROVeD DATE REFERENCES DATE BENCH MARK S CALE 3PEClAL DISTPoCT 'APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING N0, L Q 1oiNC PL/V1/ /Cof� : /Y�l cc�TN� T/ L PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �u'/on�•• f�//A xN/xi 6 4W -5,t f/ � �/��n s /is /90 , A �L DATE BY: - • Q� •- - — BY: � �� �� �� LIJ � P ,� 1 / OZ73 - G HORIZONTAL R.C.E. NO.: 4.4114 C.[-11 � ' C,IJ�LJiI /Y� (. �/YIRY T.O. Sc1ro.d,� C E: irY ENGiN ER pQ,Q� /�//� nT"' VERTICAL DATE: Z$� �.e�o DATd ELL ►, / Per c+ ENGINEER JoNw G• NN61L EXP. � 3 R.C.E. 1>1164 R.C.E. WORK PROJECT NO. I SHEET / OF3 f - - -- E SYMBOL DESCRIPTION QTY, MEET MEET EXISTING GRADE EXISTING GRADE GONG. lb9L_F5 O -- CONSTRUCT d" CURB PER, S.D. R. S. D. 0-1 80.4 L.F. - © CONSTRUCT CURB i GUTTEP PER S.D.R.S.D. G -2 102 - — -- -- 0 D /TW © CONSTRUCT CONCRETE VALLEY PER DETAIL 'A' SHEET 0; 62 L.F. OD CONSTRUCT 18" HIGH SEAT WALL PER DETAIL 'B' SHEET 3 122 S.F. O CONSTRUCT CONCRETE STAIRWAY PER DETAIL 'C' SHEET 3 1 Oi/�• /2n OC �o VED br�3� (/� •b.) OR AS /'yPRoV�D by' � O CONSTRUCT CONCRETE STAIRWAY PER DETAIL 'D' SHEET �j 1 ,0 2• 4yf l2" of /YW �E lA•P")OR As � /RovEV br © -- CONSTRUCT CONCRETE PAVING THICK REINFORCED W/6x6x10/10 W.W.M. MATCH EXISTING - LAYOUT PER ' , _ f FFE 5e80 a j PLANS BY RALPH STONE i ASSOCIATES 3016 S.F. - - - WA CONSTRUCT 3" A. C. PAV I NG OVER / " A.B SGVLS enFbiNe� - �s�4 c !�— I� �74I�4A7� bIS� -1,2 TO OG7 - E+tl" JIAIC f /N PA1�"MC T 5t ,T101l ??Y-(I - TD 4*MZ 4 8780 S.F $ELT /O HrILLI CL" GL,�SS IT M/ ' 6115 5 /y . s -- ,�pF N r9 -11 � ��. - - -- - -- - - -- - - s _ III�I ��ITiTC ` •. SC4LE � r � -- © - -•- CONSTRUCT PEDESTRIAN RAMP PER S.D. R. S. D. G -26 TYPE 5-1 1 - - .•. � — / -/O -O A O CONSTRUCT 4 PVC DRAIN LINE EI KF-P NO'f REQUIRED 6 L.F. \\ f ' B ° �g3FS p O CONSTRUCT 4" PLASTIC ATRIUM DRAIN I NLE ELE�I Io> REQUIRED 1 �_;' A H /gE / ,��► a d' B G or - CONSTRUCT CONCRETE FILLED METAL - PIPE BOLLARDS AS REQUIRED 4 LG�ATE 1� 1'iE� - A BY S.D.Q.iE. rrio,V- ro Q coNSrRU�r ir�rEPr� �aNR.S a v�5 a G1HU -�� , " , � i' � `y5 �. A I o � DE1E >ED T REmU /REp .� acW rules boa /N FRP�sES o�L ,y ,� H i - A` slT� PLI�J PD,e `�'N - A �I,�o ToP el(— � � l �� �1 `J7J�!>°lly¢ AND �nlro EXisT To�p�i�S9�/I P��,htTF� r yc PitvEM�Nr- / �/ I J `� d' 4 •/ do o r s o = aD A44 ^lam ease �2' Z .i / to r� -,`' " .. g A / Ile r / ; / t /' and ,� ,✓ G7l�N L7 8 / GRADING LEGEND SYMBOL 412, DESCRIPTION —E lffL.L`C77"3 16AL.. - vCR/FY L.Gr„�g7anf p�Pjhl V 157.85 PROPOSED ELEVATION (157.28) EXISTING ELEVATION TC CG•/l(a-2 TOP OF CURB r TW TOP OF WALL NOTES: FS FINISH 3URFAC� J FL FLOW LINE 1. ALL EXCESS CUT TO BE DISPOSED OF AT TF TOP OF FOOTING M� A ET.9/N /N¢ V= A/A[ L DI DRAIN INLET ELEVATION SAN MARCOS LANDFILL. INV INVERT ELEVATION 2. ALL FILL TO BE COMPACTED TO 9096 0 184^ EXISTING CONTOURS MAXIUM DRY DENSITY. V PROPOSED CONTOURS AS I RADI NG PLAN — ®_ 4' GREEN PLASTIC ATRIUM DRAIN 4' SOLID PVC DRAIN PPE -CORE CURB PER OUTLET BROW DITCH s'_ H O'DO N N E L L R.C.E. 44114 T y Y= CUT SLOPE 2: MAX ATE SPECIFICATIONS FOR GRADING AND AND SUBGRADE Na 44114 Refer to the Govefnk Document 'Standard Specllications for Pubic Works Construction EXPAd?13 1988 Edition', InckK*V Regional Supplemental Amendments, 1988 Edition'. Applicable Sections: e lm Materials 200 -2 Execution 300 -2, 300 -4, 301 -1, 301 -2 -EVISIONS APPROVED DATE REFERENCES DATE BEWH MAW SCALE SPECIAL DOPoCT APIMMALS CITY OF ENCINAS PUBLIC WORKS DEPARTMENT DRA IT ;"dING A5 &J/L >:�stron5 t� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED CTID P�l`C f0^ X7LT HORIZONTAL / ii 2_ ��� �) DATE S /d 9d BY: -1 /`l 8Y � r K7 � ! �/1T iii Z/ 3'� c >•!r... e �f - - -- __ J ( � f/T�►l /4�iui /W R.C.E. NO.: Q/l4 CIry f7 /lUff v Me. 440 /y�n//�; �(�� VERTICAL � ENGINEER DATE: &b_ a.�g DATE: 7 2-9� 7 ." o EXP. R.C.E. '11 \64 R.C.E. WORK PROJECT N0. SHEET a OF I 112' WIDE X 7/16' DEEP STEP LIGHT - 1YR RECESS FORMED IN CONCRETE WING WALL SEE DETAIL (BOTH SIDES TYP.) , 4 8" THICK CONCRETE WING WALL TYPICAL EACH SIDE 112" DIA. HOLE FOR LOW VOLTAGE WIRE AC S - AT THIS POINT (BOTH SIDE YFf JNCISE-I�fP N 112" WIDE X 7/16w DEEP RAP. E4 E.J. e10P� BO't STEP LIGHT RECESS FORMED IN CONCRETE WING WALL SEE DETAIL • ° ° (BOTH SIDES TYP.) s s I �Ih Do W 51 4L Ll' O.C. ���. �NF� 2" DIA. TYPICAL THROUGHOUT Il" /C�o E L� Fj 'f0 P ! GALV. PPE RAL14G 2W , , q _ 2 RAILINGS PER STAIRWAY 3'B "''. � - � •� _ o 1 SEE POST SETTING DETAIL C•4 �_ —sl •� / W/ (vxlOx' %o W.hI. M GEIJTbaw c r. J. ROBERTS A SERIES STEP LIGHT U ' / I U I SYSTEM IN WING WALL RECESS CONCRETED SHALL BE 520-C-2500 %8 18' EA. WAY .• •.•• 7 Iy2r • •�' x iv • .O / I >= ilf`�f IPA/ G .- � � 3 NIA •° • A X11 h • / `�f lf> - >DL �, CONCRETE WING WALL /(4 S NT3 -- - -- - - - 111 a I • C - CONCRETE S"TAIR141AY 112' DE X 7/16" DEEP STEP LIGHT RECESS FORMED To K1vtt FxivnH& M 1( IN CONCRETE WING WALL SEE DETAIL ��� G (BOTH SIDES TYP.) D IA . W � X DUl T YPICAL GALV. rr E RALING J �� GN, ; � .' ' I 6 1� �W m 2 RAILINGS PER STAI AY /, r ../ '�. � •� E.J: tcv t tuft 112' DIA. HOLE FOR LOW VOLTAGE WIR •/ � I � I �JX� +� ACCESS AT THIS POINT (BOTH SIDES TYP-) � • / �� I .. I � (d 8" THICK CONCRETE WING WALL -Ih• R1�G ) TYPICAL EACH SIDE = y / (6 MIA To Am . � • / � 1 - L rT �N� _ II , ' �3d 18' E►. WAX : ►' - .�, +� IMBED IN G WALL — -L'RAD fYP i �y q ! Gti1`Iv. ? (=Mrl 10 41 5 / P NOTES 1. ALL CONCRETE SURFACES IN CONTACT W /SOIL SHALL RECIEVE AS I RADI NG PLAN 1 I I yl V (2)COATS ASPHALTIC EMULSION (1) COAT YELLOW JACKET PLUS L `' I _ GO �DONNELL R.C.E. X114 (i) ADDITIONAL COAT OF ASPHALTIC EMULSION ���, w Nolg41t4 — — -'- MM p / 89 rs 7 M ) SST SAM EXP.� 1 - V �r �� 6lwr�� DATE 2. ALL CELLS TO BE FILLED SOLID WITH GROUT 3 1 ' 0x ��� Civil. ANCHORED WITH - 4 ` �' Co t►F ESS GROU 3. WEEP HOLES TO OCCUR 32" O.C. erer,+rt ; D 4fON4f RE7E 3rA 1101AY SCA ,4 REVISIONS APPROVED DATE REFERENCES DATE BENCH IYI/1f11� SCA SPECIAL DISTPoGT / V/�1LLS CITY OF ENCIMTA8 PUBLIC WORKS DEPARTMENT DRAWN gs J�pv� - a u — — I'r' ELfVIT109 ',,,, PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVE CO 5r'>W6 o G�7NLS fM. Goer N�CT - - - - - - — -- L MVa 1 /ltl fLR. ALr- MU/T v�.(//�1 c ��77 c�n�r - crrrLD�r 'c - n7�]%� � Y HORIZONTAL , /� DATE : S / 40 BY: ,Q . JCS-- - gy. O / ,J - 6 - - - - -- -- - �i -[- Y• (O� �7171/MAhNG VERTICAL __� R.C.E. NO.:'� //� U� / U1L'j��� Q /,���/ /�' DATE: Z�3.n.. -°\ DATE: 7'2 -j11D /� F'/ •�!� ��/ NGINEER foN++ O' EXP• G R.C.E. 3 R.C.E. 7 WORK PROJECT NO. SHEE 3