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HomeMy WebLinkAbout638 ESTIMATE Of OUANTITIES A//y .RIWS%y,iP�u/ I T�'A� DEWRIPTION QUANMT UNIT REAMRKS 60 , 1 E/fibo'/�/Yrr/er�t - /,79/2 lrrip• 2. �.�Ca✓afior? M417 3• COr/Cre�`e Curb GUffBr Flo"C.F. ) 4 05<o L.F. 40' 4o' 4. Cor�crele Curb s Gaffer �8"C'F.) 148 /.F 5. CoVre/-efe Curb 0/2/ (&0 C.F) 94 L.F. • 7.5 22' /0.5' /O. 5' ZZ' 75' ' 6. Coi7C'refe Curb an/ rB"C.F.) 32 L.F• 7 CorJCrefe Cross 6ufters ¢ $,oandre/s %00�0' S.F 6. Cor/crefe O"-rk-eway A prooch 3,X47 s.F 9. Remove C017erefe Curb f Culler' /24 L.F /O. 99,90',q C. ,4 46,310 S F. LEVEL [/A/ /1. 3 Each Per S.i3.Co. sld. 00& 2/ 027' /2. 24' C. S.P C/4 Gcr.) 247 L.F --... o.s3' ' /9. "- "- Type f�eodwo// I Ec h Per S. B. Co. Sfd. 20-5)` ,4 LEVEL L/ E 14. Cor/cr ete Dr01170Gulle/- W as3' 2/ /5. Modified "U'= Tyoe I-leadwa// / E4eh Co//st �o "Curb Guf/er- ` 16. 3",r 3' `i//&e Gun//e Lo/ ,Orair! 3O3 �.F /8 /7 /6 /.5 /4 /3 /2 // /o Per-5,6 Co. SJo!it/o, /16 2 /7. C01701-e% ,B/oc.' Wa//s lino/ ire141&&0/in e9,14) Consf 6"Cur-6 �Gurrfer S-,B. Co. Sfd A,6 //G �.� PLAN ,TYR/CAL S'EC710AI ;4 , S" W=2-4. 6- / 2 3 4 s G 7 B m + ,p SOL E- f 017,/ ILI 14 Q N' I 5 ,( � /�A r------� ek.WST, TYPE A "CRTC// SAS/ov v ti //v A051v /,/�� PER 3.d cam. sro. �aG �� a0 0 0 3� ��p• 24"C5,D + � Cv EMERA L NOTES ELEV •� P o �oNST 24"�,�� MOD/f/ED lI�TYPE %hyt��CiPA/n/ /.oE �� �,�-'�=') NDIrTf�/ERL y LARNE N �f 10',h��1C�fj 3 f�, ,�� ,� I I I GVIA" �' .�� �• N HEADWALL DE1A/L 1• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS OF THE COUNTY OF �� �I I I �'��, SAN BERNARDINO . CONTRACTOR SHALL BE FAMILIAR WITH AND BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD �-� Q 1� a ` /9/O �� Tc til I ( ��l 1yD SPECIFICATIONS , 0 Exisr. ��tavn/o I a ll' 2 . STREET MARKERS PER SAN BERNARDINO COUNTY STD . N0 . 303 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION , �' �-o✓EPc.v/� � - -_ j - '' • • • - ' 3 . ALL PIPELINES OR SUBSTRUCTURES OF t , ANY KIND AND TELEPHONE OR POWER POLES , WATER METERS , VALVES , HY- � I I DRANTS , ETC . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE LIMITS OF THIS SUBDIVISION OR IN ADJACENT \ N�►, b /9D0 I IV' V I AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO COST TO THE Q SAN BERNARDINO COUNTY ROAD DEPARTMENT . \ N Q �' j I COA49r, T YOE •4 CATCr4/ dA5/N �� Q , 2 I �� k / 0� Z 4 , THE RESPONSIBILITY OF ADJUSTING MANHOLE COVERS , PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION 2' I (X 4y ReA Ss • COSTO. ?Oro / Q �y o WITH SUBDIVISION SEWER AND WATER LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL .383 �-- � � 1930 � / �o Q Q. D BE ACCOMPLISHED IN COMPLIANCE WITH COUNTY ORDINANCES . Q �\ W 273 OfOp �� �� (/ 5 . WHEN CURB DEPRESSIONS ARE PROVIDED FOR DRIVEWAYS , COMPLETE DRIVEWAY CONSTRUCTION WILL BE REQUIRED IN /89b � / t^ Z6 � \\ / �� X. ACCORDANCE WITH COUNTY ROAD DEPARTMENT STANDARD DRAWING NO . 128 AND RELATED SPECIFICATION . �P� 1k e1o'ti / N �\ / / / 6 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE A► �+ n CGWST. ANDD. U'=TYpE NEADWi9LL SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS p�4FrL E �¢ C• r7. /�', PEEP s 8- sra 209 A �yGyP $�9 lI P -_ _ - 1 �} /L. / OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SH Vj6�e 7. �N ,$ '�,� �/ my \ \\ �y _� �/ // 1 / , OWN ON THESE PLANS . _ 24 7 . SHADING ON STREET PLANS INDICATES A .C . PAVEMENT TO BE INSTALLED . % Const 'U= T e Neoc/rtra// N�U \ <o ,l R�o� 5� - h s �� / TESM'T. 8 . A PERMIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR (L=4'; K/= Z' " Per- $. B. sg< 0 WO 0 / CONSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OR RIGHTS-OF-WAY . N. 2 j Co, SJa! ?09A I 9 . ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES . A,� I � 10 . ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE J. PLAN GRADES . >r �0 CONST 24 C.S.P L�2A/N ! J X00 11 . SUB-GRADE STAKES , DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE CONTRACTOR OR / yr �tL• PE,P .o/20f/LE AT LEFT J / / ENGINEER . THE STAKES SHALL BE SET AT ALL HINGE , EDGE OF PAVEMENT AND CROWN POINTS WITHIN 0 .01 FOOT OF L=2/S` "/ ! SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL STAKES MAY BE NEEDED AT WARPED IyI OR/ I� OF SUBTGRADF,ICAL CBYVE AREAS .INSPF.CTIONSPERSONNF.LSTAKES SHALL BE IN PLACE PRIOR TO PAVING TO PERMIT SPOT CHECKING • 5' 12 . ALL GAS , SEWER AND WATER MAINS AND LATERALS SHALL BE' CONSTRUCTED TO EACH INDIVIDUAL LOT, PRIOR TO j J / PAVING . 13 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND , AND ALL Q TRACT Q 4•�Pa►o/ius • 3DB' 9� SUB-GRADES SHALL BE PERFORMED AT NO COST TO SAN BERNARDINO COUNTY . A WRITTEN REPORT WITH THESE COM- so {Q (I 1 PACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF THF. COUNTY ROAD DEPART- MENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING . / 65 ,x`. ': : �. • •• ' . ', :, �v Q 14 . AT THE COMPLETION OF PAVING A MATERIAL REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE �� N• PL,4N '' G� p�. �� /". �Q��O�(/�.; k SAN BERNARDINO COUNTY ROAD DEPARTMENT LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY : (A) R-VALVE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES . N/ccs�oE Ro.90 L // /����0 (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING . � Y � � /V i. �C"7 ` A��++ C G/ X`(I 15 , WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS Nt NI SOLE•' /'"=4' SHALL BE FILLED WITH A FINE GRADED MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL . IF ASPHALT SPECIALNO'I'EFROMPRMATEE C;TNEERTOCONTRACMT( CONCRETE IS TO BE PLACED DIRECTLY ON SUB-GRADE , A SOIL STERILANT REGISTERED BY THE E .P ,A . FOR USE UNDER A .C . t, P .C .C . SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL �C 'p Contractor agrees that he shall assume sole and complete responsibility for job site Q wicso.v AVENUE 3'-T" EO PAVEMENT WIDTH PRIOR TO PAVING . N R Conditions during the course of construction of this Project, including safety of all persons snd property; that this requirement shall apply continuously and not be limited to normal Q 16.- ---AT THF. COMPLETION OF ROUGH GRADING , A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE IFworking hours; and that the Contractor shall defend, indemnify and hold the Owner and SUBMITTED BY THF, TRACT ENGINEER TO THE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DF.PART- ` / 1 '�P the Engineer harmless from any and all liability, real or alleged, in connection with the MFNT FOR REVIEW AND EVALUATION .- APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL REQUIREMENTS HAVE BEEN MET' ., lperformance of work on this Project, excepting for liability arising from the sole negli- OL./ gent& of the Owner or the Engineer. 17. A PERMIT FROM THE FLOOD CONTROL DISTRICT WILL BE REQUIRED 45 DAYS PRIOR TO ANY ENCROACHMENT OR _ \ .CONST• JTO. �o~CL/R,B i CONSTRUCTION WITHIN THE DISTRICTS RIGHT- OF -WAY 7-o M.4 TCN $,,8. CO. 570.Ileo - 3 _ 1,4_7? 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINrER ONLY FOR THE CONVENrENCE OF,# THE DEVELOPER. THE CONTRACTOR SHALL MAKE « Date--:- HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS W • ,, .. . . ,. : ,.: . :f Q HIGH X11 s RCE No. IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. �p - V14"1 1l/I?"Y MA - i 141`ov s f_ __,° 3 - $CALE .g's_ 4 Of -!.N 0 S 1���1 I/►�f'�POI/EME�t/T PLA S SCALE- /'- vE Er�ac. ev en rt.� 1 E I 4 [: IkNA1`1) N NOTE • CINCH RING LANE 5 A RnvA 5 THE TYmc,AL SfaioN DIFFEE5 FROM CouNTYZVORk NO 5TANDARD 15ecnON5 FOR LOCAL 5TPEET HOWfAe / z _ 1 >_11 1 ;.. - .` ' `, SLIFta•t'tECI er__ Irl CcYi!'="I'r' Ft`,=1 fiC1-raS p IMPROVEw tW6 SHALL CWfORM TO COUNTY 5TD• -�„ ; _ _.___. -w_ EST�M/nTG OF 0U4,t Tl TIES �C'?•NO. _ �� A �1 E 5F'EC6. A5 NOTED Pee PLANN. C; T5. , r•� }j -- r;} ;,�, [�. - - - ALTS LOMA D/ST,?lCT ��r F•C.�'�, k.. >-:T. R n..• C. . 'S.•C•' .R E.'v. P -t COUNlYC)A•iE OI ti O1 _ _ TOP OF A10,jF771 CUITB OF L FFT LANE lG Io ✓.c. ,--TOP OF NORT/,l CURS OF LEFT Ll4�cIE goo. mac. ad ;••-u URAL RO No �t/ 104.37 soft,•C. - so' K c, a AT 6 U ORTN P.L. l4 l5 •AIA TURA L OROIJ IID � NORTH/'L. V '� I 1!s SO V.C. 34.47' 44./3 2./8 �d N v a U '1 Vt 0 N V 1040' Y.c. .v 80. 0 0A1 . • ,`� A �\ tt * �' �� ^ t� � g /8214 /8 23' NIN EXIST 8" \ O �fn * � •� �� O N � ,� � V .� ,jO h �� e q ti 3 .48 KC. 1418 CURB N N N a 8 � v� o m � �0 � a� o► �� � j m k. h vi TJO N d4 tl �- 0.409° ti S M , M� a Q o� t� til d `Z �4% `. a N V• M Chi J M v a -0A/ER SO. CURB of m n g h /9.�'O L T. -q.00% lk 2'S� V � 1" t N m� 6��: ��� LEFT LANE j �' a 0 h '� " �9,40 LT. In 3 -0 -0-40% �q N h N tQ TOP OF SOUTH CURB•'-." op O N N EFT L ANE m 0 M, W ,� ,, ti Q '•- /NATURAL &MOU/ND OVER 0%.�1 a M h '� 0 m N SOuT/-/ Cuv?a OF L EFT LANE O o� N Ic o f" CURB �/N O q I b �4 N O > H @� �� ` N n� p 0 •---TOP OF SOUTH CUR.g 011c, a V a o; ao W n NQ Vp gyp•/ a dD tl V �!O d. V• ap t� cp W o� n o► 0� 4f Rj n �s x 0 0► N r H LEFT LANE U ti a m � YO / a a c ,✓.c. �. V _ -TOP OF ND. CURB Of n �1 ro M 0 R/GHT LA�I/E H ' 0 CR.•3l.42 V 0 ` O,x Q' tq ) --Al ATURAL GRGt[!ND OYER M p0 A10. CURB OF ,d?r LANE O j f-------TOP OFA/ORTh/ CURB OF R/Gf/T LANE N fi Y W V1 Vl V 3 d n U '1 rn y Ri ! n � ----A/ATURAG vi GROUA/o OVER NO/?T/� cuRB O OF R/GNT LANE h �} 23% �1' n Q\ O 1 .� so' V c. n1 m m j a0 CR 31.42 So' vc. 3 N e � 3�S o n �•In , � ; sig j W a x V•h- N W ti U 31. 8' 31./8' St.18' 31.18' HP, o v� ao a h v� / ti N 0 h 1?4Olt N .72 V.c. ° V a O V N �' VNO * / `1 / -.--TOP OF $O. CURB Q� c` \ N d• vy , N � 0 Vl `1 0 V / m m 0 'v V O '� �p OF R/6/1T L Ait1E Ct 0� l�1 Q ^ ap V• •• L9 �F Oc m 0 m tirt a 36 ✓.C. a a 0� t(1 � � � �' V• � � ti ti-------NATURAL t3ROUND th �fJ 0 p � � W 0.40% P. L. `. fid. 1940 RT. 5 3 0�2 W " /9.30 Rr . � I 140' V c. �as � � y /3/�° O �� N m N ti ` N ti en ^ fn N SOUTfL CURB OF /7/G//7' L ANE -?s N N h� •---- N --- A/ArURAL GRouA/o @ SOUTH P. L. N m � ala a o Ex/ST. 36.47' N CURB � ow cu,�za � • � �, ,, / v a v� W v c.R• 4z•. NON-rYP7cAL seer ow © C>UTTER-STO. //5 \\7A*l4A161r10Aol SOUTf/CL/R.8 310.47' L 44.13 104.37' F { SOUTH CURE ONC Y FROM B"c.F Td e,,,C.. Z S 7 8 9 /0 /l � G' -�- R4.0 � 1/0' 20' /O' I BCF. 0�.m ,�G• `�� ��F' � Phi tieJ�,E � a �� l� G�. 8 fORI�IP ,� r v $ 8cF ro �'• II h��1pti " � � GP �0� 0 ( NI N h p V m (5"C,97 70 h 177- , ���EE / "A" Ij /Z o I // ok �h ti0QTR ran (O /5 /4 � b'� 1 �� Z3�45.2/ B.C., Q 24 E 3 9 41� � Orange aim 3133 i6., I Grove p I CONST �`ENC£S sry S��P� � Cy�dv r'�� �S'�'�1'"n3��-+`'{ �) 6 do/A/ yl fz .. r- 6V0 /23 98' S/58' '9� 9/.89' S.768' /30.00' 0/' ,SMO✓9L o� EXIST. 4985 FL• � 97. 93' 29.5/' � 106.09' 12,E 92.7/¢�!/lC,fi/B.ILDAyEr 4$•15 _FL : • 3 1 e ;� Q� so s s /¢ 1: to//,-. 93 I -- / �, 8 ` 's .h /O �� s o •O iV n�.� 1 y1PPOYE�✓e/v �• 7 - a "1 �- G (v _��J 33.45 zc. r 47 F.L y �`� w �.uk��� �� �� 50.83 T. �mn�r �4 0 5/47 T.C. = ClNC// .PING GgNE .65 - -___- Iv // i pts 16 9- r --_-, Y, �/ „ i� i-.-.rte+ -- -. ^ - ---- - -- -'- ^^r--r-..- 50, 2T -•v- 1 'D ^ �» �j,0�3-,-� :i' '^ t ')� l .1� 8�2�OCAL O/r --- A� cS�R99 �� 6. v ✓`-` - 9B?Tc o j9 ���J 8 COAIr TYPE 'A" CATCH EX/S T. CCIIE CS TTE '9 F - 'P @ �: �'P `-' sre f 30.07 rc. ° ' - �,- -� . , e�asix=5 J �sz se.co. �C c v / sro. o. 2oeo N=Soo 9 4903 Tc. M fi 9 30 �,�, � o �y �,�sx-��-�u.�.... .-t �-- 9�,� � N f ws. 2 '�'r�-Y�lY1l�`•" � ` • \ b SEE PROFILE FORE"7a8 •� .y II p �,_ 4 sr, c f Vii- r'GF .,,,•y' - ---- - c c - -- - = - - � culla rpan�s�riays �P/ 43.Z/ B.C.,P �' S9 �� - fG• r y -- • • NE'X T TO CATCAI M4-1N, �• r 98 CF) i I � • ° 96.42' 3/ 77' /4/.01' �x/sT. c. �. �P�n�aV,4c ---- 4.p.57 TC. llc"CF) � Bob I I //5.23' /5.061 /4¢95 I /52.0/' /emorl Ni NI t2/23.Z/ 3 I 40.45 sr> IQ Oran e I I I I Grove O/00 L.O.L. �PT. .PD. BO. l05 i 0+52 I� &ove I ,J §i aul�i 2j�2' Z6 g0 \�\ 38.55F� ' • / �' �' 4 3 uI ��Y ,"r'^ �i .. ,. .io�� nI A Cyl Grove J I �i ,% MqD N 37 45FL ��" _ �. � u��' � �I v Q �j M \ 0 „ CONST. 2.3' �� `� O )� 001 I ��,,I ry I 1-4 CM.P. (/4 yo.) v .�9 Aloe& WALL 3NT.l)` EX sT. CUPL3 �aUTTER ® �S� •c / �-\9 I t(�I I I I I I I I I V II I I Q 6 l I 44' o I c-S,�/ CONST FENG'E5 \\) COA/STRUCT/OA/ OTE S t ' o !!/LLS/DE RD._ - ----- C'D/VST�PUCT a" CONC. CU�PB�` GUTTE,P �'r S.B. CO. STD. NOTES: T.f'EES 1y/L C ,e6'AM1, 1 A1171, 1AI /SlAit/O� �`P.9.P.��.9YS. - BE/UCH /�-9�f'sr CONL; NA/G IN B.9SE OF S0V 7WePL Y /VO. //6 • , .PEMOYe- T,?EE5 .2WAr/�YTE.PFE.PE- iY/Ty �pyST.PI/CT/D/Y. ,PUB6cE GgTE .�/LLA�P� 79'EWST DF T.yE C6il'TE.PUNE CURYE D.9Tq CU/Q VE D.9Ti7 i OF ��CS//B.QLO AI�ENUE AT STq /3� 43. 4 R T G NO, d R T L LA Q CONST,QUCT 0,20 AC. �.9Y//VG O1�ETT �di`fOQCTED SEE S/1EET /►'D. / FD.P GE�YE�PAL /1/OTE� 0'` OTyE•P /yFO� E�Ey = �8�z86 / 90°00'00" 2o.00- 00.00' 3/.¢Z' /6 /04°0000" 57.50' 7360 /04.37' `�t/GTiv� MaTE,e/QL.S. M/,�T/ON. NOTE: CINCH RING LANE 15 A PRIvATE 5TREEt. 3 . O/YS'T.fUCT C 011le C�POS'5 - GUTTEP PP,5-e S'.B eo .5W6? THE TYPICAL SECTION DIFFERS FROM GoUW r z 37°09'0¢ //5.85' psis' 75./2' /7 DO°59%9" 7469/2' 64.4¢' /ZB88' O `� 3 37°09'04" 13785' 4133" 89.38' /8 Z'o2'08"" 3627.25 64.44' /2887" ANO /19' STANDARD SFCjIONS Ft�R LOCAL �JTREET, 4 97009,041" /7¢85' S8.71o' //3.37' /l /80°00 00" /0.50' 32.99` ® CO/VS'TRUC7- 8" CDAIMErE CaIP,& i GUTTER /SER S.$. HOWEVER IMPROI/EMENT5 SHALL CONFORM 5 37°090¢"" /50.85' s/..17' 99/0' CO. STD. A/O. //'5'. TA CoutiTY 5TANDAIZO �JPECS. A5 NoTED PER PLA m. Comm. I?EQMYs. a• �,•,,� 6 00°S9%g' 750/.62' X4.72' /2944' • 7 00°59%9" 7¢79 62' G¢ 53• /29.GYo 1 8 00°59%9" 7458,(oZ' ._�' 128. 9' FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PL4/1/5 PLOT PLAN INDEX o Iz'Iz� ROAD DEPARTMENT 9 0005 r%9' 7¢36.62' �¢.!!' /28.32' • TRA T /O Z°OZ 08" 359475' ro.3.8ro' /Z77/' i `' RAC I A/oi 9379 ROAD N0. 36/6.75 <04.2-5' /28.49' l �+ /Z 2°02 06' t DESIGNED B tY APPROVED BY C RIM; L RN 36 37.75 64.�3' /29.24' ��y /3 Z°o2'o8'" 3659/5" 6s.oz' /30 oz' DNECX nr LIMITS cMEcrccD By , DATE IP.Q/V�9TE .POAO� , ¢ 39°48%G" 52.50' /9 of' 36.47' , ,t r/►� RECOMMENDED QY / Z 44 MARK REVISIONS APPR DATE ____7RTmDESfGN E COUNTYDATE R SHEET 2 of 2