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S-84-19.1-19.2revisions GENERAL NOTES FOR GRADING PLAN q•(o•Sq DEzT1�0 StUE'�T c. 5WION POP KAY MUS , ` 1. ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY �r�,.- ( �. 60N5TKUCTION SHALL 60NFOKM 4.OBT4INED IMN;TGRY D +F'F. SHALL CONFORM TO THE CITY OF COSTA MESA STANDARDS, THE I jg! t I 10 605TH MEGA hANITAKY D15t• /APPROVAL. r. a I C DN4. NO 5-110 CONDITIONS OF APPROVAL AS APPROVED ON JANUARY 9, 1984, "°` COST I - I Q" q•�j•64 ADPSV 5EC'rWM5 .4 1 AND SHALL MEET THE APPROVAL OF THE CITY OF ENGINEER. �� - -- - - , -A -A, K / \V AO I 2. ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE r I VARIES SEE PLAN. ON 12e H-1•" OAi IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC ` I I 1 t I It e uEr! M.H. WORKS CONSTRUCTION, (GREEN BOOK) CURRENT EDITION. 130 $ ✓ ✓Y, eYV ,4' _ 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, - s t _ _ _ Y BARRICADES, AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES, V � a �x INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. (/ N REMOVE EXIST. C A PER Pf ALL ITEMS MENTIONED SHALL BE IN CONFORMANCE WITH THE v CURRENT REQUIREMENTS AS SPECIFIED IN THE LATEST EDITION OF O%EGT r I y - • - A PR (34.'Wl) (.G. THE "CONSTRUCTION SAFETY ORDERS," AND W.A. T. C. H. FAILURE SITE ° - s I EX• 6UKD s4UP(EK W yr� tea NG. 6UK9 S ` TO DO SO WILL BE CITED UNDER APPLICABLE SECTION OF THE r - _ - -_ C.V.C. AND CORRECTIVE COSTS TO THE CITY WILL BE CHARGED. ' �yE N07E, SEE SHEEt G-1 FOR O PIPE 401N9 � �R4AjE OGATIOJ 4. CONTRACTOR SHALL OBTAIN RIGHT -OF -WAY PERMITS PRIOR TO •�*""° . . START OF ANY ON- OR OFF -SITE CONSTRUCTION AND REQUEST _-= I I THIS ZONE INSPECTION FROM CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE A, a` C �� • ` OF PERFORMING ANY WORK. TELEPHONE (7]4) 754 -5323. THE r" •� _ __ #_�_411411N. O.D. EX 104IVATER14AIN SECTION A -A KA�MU6 DIZ�V� � l CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS AND SIGNED ="" =' ' 1 I A NOT TO gGAL•E PLANS ON THE JOB SITE. I MIN. ( I ( ".10Te (1i5.91)T.P y EX. V 4Ah OX. 10 WATER 5. WHERE DRIVEWAY DEPRESSIONS ARE CONSTRUCTED, THE DRIVEWAY APPROACHES SHALL BE CONSTRUCTED TO PROPERTY LINE PER K ♦ ::. 1 411MIN. Ca. CITY OF COSTA MESA STANDARD PLANS. LOCATION, TYPE, AND s r 1 SdV.G_P WIDTH ARE TO BE APPROVED BY THE CITY TRAFFIC ENGINEER. 6. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO ANY V I GI N ITY MAP SURFACE WORK IN THE PUBLIC RIGHT -OF -WAY. 5h'01 PL APPROVED V.G.P (+al•51)F.L: � � -�. TO D.LP ADAPTOR 7. STAMP "S" ON CURB AT ALL SEWER LATERAL LOCATIONS. OU04IRON PIPE FIELD PRIOR �t a21 33. b4 f.L. LLA55 150 lV /H01 DIP TO SEINER br?UMINOUS 60ATIN4 60NGTRUCTION EXI9•C IMPROVEMENt5 8. LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE. INSIDE>�OUT n { `e ` %UTfSttants ;' 9. ALI. CONSTRUCTION STAKING WITHIN PUBLIC RIGHT -OF -WAY SHALL PROFILE A Rogoway /Borkovetr Associates � ' t BE DONE BY A LICENSED ENGINEER AND CERTIFIED IN WRITING AS SCALE: HORIZ. 1� -10 �Q -PE_� Consulting Civil EnginQers ,t § TO LINE AND GRADE PER APPROVED PLAN AND SUBMITTED TO THE VERT. V t°= 446 North Newport Boulevard CITY ENGINEER. - Newport Beach California 9.2663 � RII(WO) GPUSHED I L-T- ACiAV64AT16 15A65 LJ V 10, ALL STORM DRAIN WORK AND MATERIALS SHALL CONFORM TO THE OCEMA, LACFCD, AND THE CITY OF COSTA MESA STANDARD PLANS SEWER NOTES LQNStKUa 41l 51DEIVAI K PEK AND MEET THE APPROVAL OF THE CITY ENGINEER. StD. lotJG• N0. 40r, 11. ANY LOT CORNER OF OCEMA BM, MONUMENT OR TIE DESTROYED 1. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE /� C G ppCCn OR DISPLACED SHALL BE RESTORED TO ITS ORIGINAL POSITION BY COSTA MESA SANITARY DISTRICT. -j TVIGAt, S�GTIUN rVK KWHILL MMUE s ; A LICENSED ENGINEER OR SURVEYOR. ANY CHANGE IN LOCATION WOT TO 5GA1,E < OR ELEVATION SHALL BE REPORTED TO THE CITY ENGINEER AND 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE OCEMA BY A LICENSED ENGINEER OR LAND SURVEYOR ON 8 -1/2" X DISTRICT ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 11" PAPER (ONE SIDE ONLY) SHOWING LOCATION AND TIES OR LEVEL TELEPHONE (714) 631 -1731. R UN. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT , 12. ALL PCC AND AC TO BE JOINED SHALL BE SAWCUT IN A CLEAN, SHALL BE CONSIDERED UNACCEPTABLE. STREET IMPROVEMENT NOTES STRAIGHT LINE AS APPROVED BY THE CITY ENGINEER. 4. CONTRACTOR SHALL OBTAIN C. M. S. D. SEWER PERMIT PRIOR TO - Strock 13. ALL UTILITY TRENCH BACKFILL, MATERIAL, AND COMPACTION COMMENCEMENT OF WORK FROM THE . REFER TO SHEET C2 FOR LOCATION OF EXISTING UTILITY BOXES, VAULTS, VALVE BOXES, HYDRANTS, POWER POLES, TREES AND Architects E DEPARTMENT OF STREETS '� I SHALL CONFORM TO CCM STANDARD NO. 80t. NATIVE MATERIAL AND SANITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONZ: OTHER OBSTRUCTIONS IN THE PARKWAYS ALONG REDHILL AVE, MAY BE USED FOR BACK FILL ONLY IF IT CONFORMS TO THE (714) 754 -5323. 3300 Irvine Ave Suite 312 REQUIREMENTS OF STANDARD NO. 801 AND IS APPROVED BY THE n>. AND KALMUS DR. THE CONTRACTOR SHALL BE RESPONSIBLE CITY ENGINEER. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE FOR CONTACTING THE VARIOUS UTILITY COMPANIES INVOLVED Newport Beach CA 92660 REQUIRED BY THE LOCAL GOVERNING AGENCY. AND SEEING TO IT THAT ALL ITEMS WHICH REQUIRE ADJUST- (714) 641 -1134 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT MUST C &TINUE MENTS TO GRADE ARE PROPERLY ADJUSTED, HE SHALL ALSO TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS, AND APPROVED 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND SEE TO IT THAT THE INTERFERING POWER POLE AT THE NEW - PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST C.M.S.D. STANDARD PLANS AND SPECIFICATIONS ON JOB SITE AT DRIVEWAY ON REDHILL IS RELOCATED AND REMOVE INTERFER -�„, F- { BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING ALL TIMES. ING TREES AT THE NEW DRIVEWAYS ON KALMUS. EXISTING PROJECT. IN ALL CASES, THE CONTRACTOR AND /OR DEVELOPER PARKWAY TREES TO REMAIN SHALL BE PROVIDED WITH TREE x f SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTION OF 7. CLAY PIPE JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION WELLS PER CITY REQUIREMENTS. THE SIDEWALK SHALL BE NATURAL DRAINAGE PATTERNS. IF THE FOREGOING CANNOT BE JOINTS FOR MAIN LINE SEWER. TYPE "D" JOINTS, BAND -SEAL OR CONSTRUCTED 4 FEET CLEAR AROUND ALL OBSTRUCTIONS. - COMPLIED WITH. A FULLY EXECUTED, NOTARIZED, AND RECORDED APPROVED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR THE COST OF ALL SUCH ADJUSTMENT, RELOCATION AND AGREEMENT BETWEEN THE AFFECTED PARTIES WILL BE EFFECTED. WORK ONLY. REMOVAL WORK AS HEREIN SPECIFIED SHALL BE PAID BY THE CONTRACTOR. 15. WORK WITHIN THE PUBLIC RIGHT -OF -WAY, ONCE BEGUN, SHALL BE 8. 6" LATERALS SHALL BE CONSTRUCTED FROM THE SEWER MAIN TO PROSECUTED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE EACH BUILDING. MINIMUM INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE TRAVELLING PUBLIC. 9. ALL LATERALS SHALL BE PLACED PRIOR TO SURFACING OF DRIVES it it `` AND PARKING AREAS. 16. ALL HAUL ROUTES MUST BE APPROVED BY THE CITY ENGINEER. 4t '71 8µ 10. STAMP "S" ON CURB AT SEWER LATERAL LOCATIONS. 17. THE PROJECT SITE SHALL BE MAINTAINED IN A "WET- DOWN" C S . CONDITION TO THE DEGREE NECESSARY TO PREVENT EXCESSIVE DUST. 11. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT 'yt _ {i y PERIODICALLY, SPILLAGE SHALL BE REMOVED FROM THE PUBLIC ENGINEER'S APPROVAL. RIGHT -OF -WAY BY SWEEPING OR SPRINKLING, HOWEVER, WATERING Q } THAT RESULTS IN MUD ON PUBLIC STREETS IS NOT PERMITTED AS C �/ n B .gyp 12. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND - A SUBSTITUTE FOR OTHER CLEANING METHODS. COVERS SHALL BE LEFT 6" BELOW FINISH GRADE. AFTER PAVE - %OPEVARIPli Z° 2° 3 Q.G. PVMT. _ 3 A.6. PVMT MENT SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE (?:I MAX.) _ : PER PLAN m=_tt _ t _ II Pl R PLAN * For < t IIS. 1A9 GUILT° DPAWIN4g SHALL 150 500ITTUD To fHE CITY CN41N9904 P105104 UPON -'I ' Iled Hli� lntere$tS OOMpLEt10 OP 60N6'(RU6'(ION IVITHIN '(HE rUbl,W K14H1 OF 1VAY A1ID A5 MOWN RAISED TO GRADE PER STD. DWG. NO. S -105. _ ON THE rLAS6. CX. GRADE , 13. SEWER MANHOLE FRAME AND COVER SHALL BE ALHAMBRA FOUNDRY � :.Yr?'• IVA169 INFfWNt HT WK SHALL 96 r9Ff0FMZP UNDER M$6A 60N5o61DA1ED A -1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'. , t 1VAff.9 LO• \VOFK 09Pt9 150. 14. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND 6oN5T IVALL 9TS R @dh1II �AVQRU4 { COVERS HAVE BEEN RAISED TO GRADE. (SEE 6t12UCt DW45.) Costa Mesa., CA. ioAT�Nti °oJ r�TA N�'v -_,IVG. CC n u C u � n 5 G G T D N B. J G G T I D N "C LC TITL. SHEET, GENERAL NOTES :Y NOT TO SCALE NOT TO SCALE ANDf DETAILS, t? __ 3 - " -84 fat COSTA MESA SANITARY DISTRICT CITY OF G05TA MESA OIUNEI2 P>ENGNMARK PLANS Pt?EPARED BY ZE 84 -05 ns 1sKOwN Y G 0AVI NG PLAM F01Z ! ' 23A E. Ilni 5T. SUITE Z05 AMOVED WITHIN THE CITY OF C06TA REpHIL1, 1NTERES75 ORANGE CO. 5l1RVEYOIZ5 VEKT. DATUM BEING Q040 \NAY• BORKOVET2 QS�iDG. RE V TAKEN ON SM 3N 50 TO IN THE S.E. PART OF THE 83ZQ r ',C•c 606TA MESA GA. 112(PZ�I MESA R14HT OF WAY ONLY (REDHILL q&&& OU5,NE55 PARK AVE.4ZOO IN10IMECT10N OF PALISADES MAD AND SANTA A4(v N• NEWPORT OLVD. SGIZIPPS G�NTI;IZ FOR tZ�DHILL INTEIZE515 ' 114- 1- T31 AVE i KALMUS DIZ) SAN DIEGO, LA. 92131 ANA AVE;; IN FT.S.E. FROM PK0WM4A ?ION OFTHE NEWPORT BE/lWI LA. ft&&S h ' i 6.e. CU95 OF THE AVE 10 1145 6.1V• 7.5 Fr.. 5.1J. i ' (oIq Z ?! ?050 G 9 14YDVAWT F"15 OF 0.5 FT. o, THE PROLO04A ION1 OF•(H( 714 s�i8 �I333 Z135 IZEDH I LI. AVE. G06TA M ESA GA. t UND tZ,TH 6UPEIZVI61 OF ROBIN S. HAMERS D15T. EN4tAlEEK DATE GI1Y bNGIN R RGE M388 t71►TI"s &E• ED4E OF CON6Rt tE EILOGK WAU , SEtINtOP ( ,. APPtzOVI D FOt2 GON5TIZUGt10N IVIiNIN KALMUS DR, OF GONG. P061f,LEVEL. IOTH THE. tVALK 4�•bs �• 1# r � � �1 RI4Ht OF IVAY, ELEVAMOM:4TOS$ (1970) RICHARD E. BORKDVETZ P.C.1E.23911 DATE i k � � �` �; I GENERAL NOTES (SHEETS Cl THROUGH C3 ONLY) GOWRULTION NOTES (GONT•Q) ` IB REMOVE CURB AND GUTTER BY SAW - i• 1. FOR EXISTING SITE CONDITIONS AND BENCH CUTTING. JOIN BETWEEN GUTTER a MARK, SEE SHEET C -2 AND A. C. REPLACE CURB AGAINST A. C. IF A. C. IS CUT OR DAMAGED, Z. FOR DEMOLITION AND SITE CLEARING, SEE A MINIMUM OF 3 FEET OF A. C. SPECIFICATIONS. SHALL BE REMOVED AND RECON- STRUCTED ADJACENT TO THE i 3. BEFORE PROCEEDING WITH THE LAYOUT OF GUTTER. CONSTRUCTION, THE SETTING OF GRADE AND ALIGNMENT STAKES, AND VARIOUS PHASES OF REMOVE EXISTING CONCRETE WALKS. WORK RELATED TO HIS PORTION OF THE PROJECT, THE CONTRACTOR SHALL ACCURATELY CHECK ALL CONTROL LINES, AXES, CONTROL 20 - T2ENCH 610VAL { REGONSIRUGTION PAR ELEVATIONS, AND BENCH MARKS TO VERIFY GI1Y OF 061A MESA THAT THESE CONTROLLING ITEMS ARE IN ZI - INDICMED 11EM IN PKOP05E9 SIDEWALK AGREEMENT WITH THE DRAWINGS. SHOULD AKfiA 10 ft ADAU5IED 10 4KADE ^� ANY DISCREPANCY OCCUR, THE CONTRACTOR lay F°ACIPIG 14, G0, a SHALL NOTIFY THE ARCHITECT ACCORDINGLY INDICA160 119M 10 REMAIN. \ / FOR INSTRUCTIONS PRIOR TO COMMENCING \ i WORK. IF THE CONTRACTOR FAILS TO CHECK PR01EG1 IN pbAGP. X I THE ABOVE ITEMS FOR DISCREPANCIES AND % i DOES NOT NOTIFY THE ARCHITECT, THEN HE SHALL BEAR THE COST OF ALL RESULTING NECESSARY CHANGES RELATED TO THAT PORTION iii OF THE WORK. r 4. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISHED ELEVATIONS SHOWN ON PLAN EXCEPT (Pi.42 TG. ♦d ^, WHERE�RIDGES, FLOW LINES, OR GRADE CHANGES OCCUR IN BETWEEN. S. FINISHED GRADE IN PLANTING AREAS AS INDICATED \ aV ON LANDSCAPE DRAWINGS SHALL BE 2" BELOW TOP OF ADJACENT CURBS OR PAVED SURFACE ELEVATIONS UNLESS OTHERWISE INDICATED. J 6. ALL WORK WITHIN STREET RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE STANDARD - �n �14Uh' �t1Va ^5 _A PLANS AND SPECIFICATIONS OF THE CITY OF / 0 COSTA MESA. NEW DRIVEWAYS SHALL BEh \ CONSTRUCTED PER CITY STANDARD DRAWINGq� NO. 504. \ 41 Q te"51. 991461VAY r9f CITY 5To• 504,10 =' 11,X= q` rYs 81 60N5Tk?UCTI0)J NOTES (SHEET e i ONLY) NITE: 9rIVE1VAY 5NAI,� Not 0 60%0610 UNTIE VAM& O- _CONST. CURB PER DET. 1, SH, C3, �� /510���L• 64jJ W�EG,Aprt�OV�GN e>= RVIGE 4INS (a64NyUS NAVE 2 CONST. CURB PER DET. 2, SH. C3. E , lJ CONST. CURB AND GUTTER PER DET. 3, SH. C3. �f, k CONST. CURB AND GUTTER PER DET. 4, SH. C3. \ J IT a-- CONST. GUTTER PER DET. 5, SH. C3. 40.E Tf� `p0, rg-4) \\\ �� ` a END CURB PER DET. 6, SH. C3. 0 It CONST. RAMP PER DET. 7, SH. C3. / J 8a CONST. CATCH BASIN PER DET. 8, SH. C3. J �0. 1� qO- CONTT. TRENCH DRAIN PER DET. 9, SH. C3. 4,� _ QCONST. DRIVEWAY PER CITY STD. 504. W•24' YEA' Y -b' \ \ M II CONST. SIDEWALK PER CITY STD. 402. CONST. WHEELCHAIR RAMP PER CITY STD. 505. 4046E /6•Z' \ �A1%�� CONST, MANHOLE PER COSTA MESA SAN. DIST. STD. S -100, 5 -103 & 5 -105. CONST. LATERAL -CONNECTION PER COSTA MESA SAN. DIST. STD. S -104 -A / p- !1.6 \ J� ��J U, ifj CONST. CLEANOUT PER COSTA MESA SAN. DIST. STD. S -107 EXCEPTING Oliva !1 F 4/, L \�`` MADE THAT CLEANOUTS IN UNPAVED AREAS SHALL BE BROUGHT TO GRADE. 69F \.{/ -\ o Ib REMOVE EXIST. DRIVEWAY & CONST. TYPE "C -8" CURB & / Ca 4t,.ty �� ��'� 1? �� R O` r�� GUTTER ACROSS OPENING PER CITY STD. 302 a' Z• 7Z 4i 19 F - \ �' S� 17 CONST. DRAINAGE OPENING 18" WIDE. -J / q2�,, \\ • �-'- _____ rte, � � ahM� t4r� �L 92 Zg I 17 3 q lot, 9r• g g' SZ 9� _ 53h� �� Ex• Z 17 3 'Id•5j �� old �NaI�INEI ro v ` �/ fi ��� �; 4r. 3 I "� 904: '7 1 ~ RED 4142� j! \��f gl.oy � •� a° r � 4 'R °o 42.'f7 Iv "1�fG 42� -q , 9 /.�rF . 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IV MAIN Inn 9 l '� ` A/v.59 v�` . 8 ourI E? u, 0 kf. Iv 4A41 A..- � -ry 1 S Lei IL .r Y 1 a �44.D4 4 ,. 44.tii F A3. i q ,91 Ate.@ ,c, Mo.b1 46.57 Ab.A2 di '�+140'� : I. .4 1. A�•"NI'1 i � r b "vC.P � A0.90� 40.''�313�!I6 ,'fi� ha�• • 14661 \' 4b.36! �• 61 Pool o �.F. ? +�'St�i" ItUl t.1.P, cw1aAMOR4 l •� " Aa.51 a rq /F1.5lOPE f 4� EP Alb �\ ` f �q� ! 144$0 1.DRY; ND. A-410 44•I9 GONG• ❑ A3.4 4 L161 1 (• I :. COM MAIN H 605'T& �� L44d1 1407 4 Ab39t.C, ��'�.�' .r 44�t7 S? 7' I.E36. - I 1 M96A IvITH C05Tla 4 ?.36 II A4. 6v Oa 1k' ?T 4 j� 4eA+kF [Ti A513 yLO 2 X4 55 2 � ME5A SAN. oq rf JQ�� � .:.•� e•� ` '�,� _ � a � Z 1 � � o>�CIO,�k• � $. � 6.15 � I° -.... �..- � oD •Ah.00 � � $ g 3� _- 5 -u t0. CD1151AC5��0 IFII� c ) 441 15 Q ax.� T1iL• C \ mm h N is 9 t;L M. H, 1,6 (in.") 444+4 E6. 44.7t3fL. 9AOEL. Ph ) I 4r N P006 Z O • X0'1'' (e'I°' j �`a` 5 \ h \ 5 \ �� r. 45.16 4h•Vo \ \ \� % �` h p�\ ° °• 'cam Pis 3so v _ EX. RIRt 14YORGNT �h p. 2 m Fp AIA 0^ \ � \ � 44.60'GG. e ♦ Iii3,3 4� \ t' \ �I►i� O \ ` ��� �v. ph. \ Z - _ - - I - _ sx. 9 01 U 3 h \ k 9Z0 Q < ar -e Q ,c " w _ _ ex. F12E aieRVla& VAII I. ti� h•�� ��� �w ,, \R �,} \ /'�; \ �� \ \ ^v 3 - ,»u <• To 6t Mov PEK �b� _ �• , g IVdTEK IMP. PI.AN9 ti '`A" �4�h •, • � .w � � �� - BUILDING r tie W� + `�• 1 � � P ,�y 1 / � �� � ti � � ��a .1 4" �gllaf VET I F.I.. sky. - --... g ,� ^ �a \ I �tih I 1 •P �n 1� 6 Z 8 d ex wa-reiz RE ✓O/ \ \ \ \ /! 6' I cQ EX. ID" Tit" LEGEND (SHEETS CA & C3 ONLY t I \ A/ A P pV „ ,1 i � I qt Dc EXISTING CONTOUR ♦�i Z�/ \ 0hr _ `.4"S 1 w4 46.00 ex. ioi TEE EXISTING SPOT ELEV.�� \ .. \ \ • " a� I\ \ ° Ah� q, I vp 4 oyys II R a • \ '� _ r is 1 lA1A.G? FIN. SURFACE OR Fit3. GRADE ELEV. N 4936 v - �.. RIDGE LINE 0 \ e 46. 4 x r 1 r/•• J .4 b •'� i / P\ I ` J! s 45.11 ta 405.00 A6.o0 - -- J �-- - c�}- IV. 5�lv�r L04 X14., i _ v B. W. 13ACK OF WALK -- V)- taX•WMt =I2 LINe; 4� NBf� 45J\ \ \. ► h 4388 Q cr = I; .. � d h1h, w, •' - ,,, (z}•oj \ !�6/ /� � � Z Al .44 ✓ / J Z �, -ti �' � -•1 C. B. CATCH BASIN a (v / -('T)- 61t.1o1.6 NNS o& C - 1� \ c Er. v ' �I C 42!13 �3 T C.I.P. CAST IRON PIPE x...19 - Now 4IvEK LINE �, n P �h� �w� '�asce 2 - -'�� t 43.17 5 ry Z .4 1. Q 8' 3 ' U \ ` PL, -_ y I Y IaND IUA6K 1�' w Ib2 F.L. OI - W �-- NOW IVATOX I,19f_ F � � a ti � !3. EX. EXISTING } �r� d' d� \ hss� `. `T 4 ;.Z� 1 I _ C. F MY OR h „dp .i t� , , 43.1 F. G. FINISH GRADE hti V�.0 q W w 1- w) \ /JOIN , ez AZ.10 42.21 \.SIGN FIN. FINISH_., Q V Q 1 t oRaIN �_- q FLOW LINE au x QiVJ ♦ .�, �1��• TI IZ 18 »_ ti �a4r w rnOl� I i w} p1►�'�' - 01�� w- - {w�- I. E. INVERT ELEV. NOTE ; ti dap \aab T. C. TOP OF CURB 1;X15(,'OZE�S db0�lc, R�DN11.1.4KALMUS v Q I' AKE 10 REMAIN 4 r5E PKOTeGTtfD IN _ 1rX15t(NG '( EI;S TO gomAIN 3 T. C. B. TOP OF CATCH BASIN PLA6r; UN1.e59 OTHWVISE INVI6 ATED PIPOTBGI I� p6AGE _• >. � oN 1H1's t.ANDSGAPE' DW48. � W %` � z I- T. T. D. TOP OF TRENCH DRAIN w, w1 w m urvl m w o / v >c t- 4 N I O Z T. W. TOP OF WALL 9'1lpl tol', F.H. FIRE HYDRANT _ N N N N N N t IV Oj A-&-64 D51.Srf9 e:;imvaLK U ICALMU5 # ORtUEIVAY ON 12EPNIm, AOnED IM156. NO?l;5 D MEN5i0Ny, ® A'I 'SA ADOED GON51. NOTE S ' 113 Iq • 4 LONG: hIDI;IJAI:Kh. s� 0 51 8�} REVISED Oawult A4 1.6'54 ADDED CONC.A. 0% €� .11 i22 ,ADDED ADD111 OFF ,} 9r g Cow. Nolm� Q 1.2o•aq �EV15�P ME�n. eQUIP'�, ' © 1 >; �-v Sri grm n APDEO rfeo�l�15& APMQ PiZIVI5%1vAy oil REVNIw, coNS'(. NoTe Z3 - r` consultantS, Rogoway /Borkovetr Asson ates Cons d ultingGvEngineers I� 446 North Newport Boulevard it 1