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HomeMy WebLinkAbout573 GENERAL MOTES= --- _` b I. NE N 0. CD A Csa) AANCE WiTtC TN><5E PLANS AND TRE SAN &EiZ.EtARUiN0 sTA13DAt2D5 ---L� • ALL WORK SHALL 6E Do 1 C iZ extsr. e. +eou►+ a c N. GO• 41,10 SPEc(F(CATiONS. cute b t � Z.F_LENCRIAA121L- CWSELED PbOX 114 TOP OF CU>'Ze5 AT M. EMO OF CURE RETURN lit 14•W. QUADRANT C, 0! h b , C2 C25 OFTi-IE INTEIZSECTiON OF 14ILLSiDE DR. AND CAKMELIJ hW ST .ELEV. 1948.21 1n: t7V 1i00o.op To A L-1- E Lr-v. s Ho W alb `a N f*e0 12 T1 18 'i Z' 3• STREET SiGfJs PER SAN 6N EtZAtZDjIJO COUNTY STD. 40. 303 :3 Oa, A SHALL 13E GONST2UGTED AT En.CN 1 NTERSECTI O U. 61A sir o 4. ALL PI PE LINES OR SUgSTiZUCTURES 8F AUV KiOP (AU7 TREMOME.OKPOUIER POta s.WATEK M>: mIVAL N'WORAi,[rf,Ex) SUOWM 0R NOT S40WU OW THESE PLAUS WITHIN THE LIMITS OF THIS SUDDIVISIDN OR I N ADJACEWT AREAS W14ERE F,- _ o�` a,� ^� o°� imvRDVLMEWT WORK IS DDt4E SHALL BE QEMOVED OR REL OCANED AS REQUIRED AT ND COSTTO THE SAKI N »I \oa.�, �•, �, o '/Lf EEfUARDI90 COUtiIN RDAU DEPARTMENT- ' --`> 'e'"'T 5. COMPACTION TEST'S OF EM5&MK.MENT C•ONSTR(IGTION,TREWCLt i5ACK.FILL COMPACTING DRIGIN&L a _ - ._ TbP ftOt2't'i•liEtZ>Ly Cumo l oFrL� COWST• SUGPERSTD• 115 ,p, couST 8 CSG.PER STV.X116 6ROUND,AND ALL SUP✓GRADES SMALL SE PEI FUR.MED AT NO GO ST To SAN �E.IZt4AR171N0 COUKITY A � 5� fANyTQ20 T•t.PbVE1AENT,SEEGEIlERAL110TE 15 • • WRITTEN REi'02T OF TN ESE GoMPACTIDNTESTs SFIALL. BE PROVrDED To THE COrJTrzacTs Avn4INrSTrtATlOu bORAW.tW11lt',IAViIAV ST OEll4 AVE DIVISIOK ANO/OIZOSU2FAC(NGF TALIZOAD DERATZ.TMENT FOR APPROVAL PRIOR TO PLACEMENT OF bktE MATe LS 5o'K0•W:DELLA ME. WMLAVE.,PEIZIDOTAVE• 4MOAMA>zia IM. �- -wtl r /,� 11 6, WIAEU G)IZI5 DEPRESSIONS A►RE PtZOVIDED F02 DRIVEWAYS , COMPLETE V IVEWAY COtiISTRUCTIOiJ 1 1 f IUL lEt,I ILiV WILL ME iZEQUIMED IN ACCOrWANC1r W(rV COUNTY ROAD PEPA.RTMENT STANDARD DRAWING, N° 12Q, AND RELATED SPECIFICATIONS. I'1=a' FIo2IL• X I"_ VER-T. T• WREN ASPHALT CONCRETE K PLACED ON NiITIVE SOIL W141CO COfJUM OF A ROCKY MATC-RrAL ;TIALSUP�GIZAAE 4 SU11LL 1+,E PREPARED PSYQEMOVIN6 ALL ROCKS WNIGta PROTRUDE AP,OVL-Ti-IE 5Ut36R1\OE A4J1) ALL 1 VOIDS OR DEPIZESStONS SHALL bE F LLLO WITI-1 A FINE. GRADED MATERI&L. OF A QUALITY P-ETTER. TkAN TRE IJ4TIvE MnTE21A.L.• _ GG` R.o.W. S. A PERMIT WiLL BEtzEQU1tZ.ED FROM TcAE SAN P�E2NARDiNO COUNTY ROAD AEPA.RTME.tiIT PR102 TO NwY ENc-rZ0A NMEN'[ OR COI4&TR,UCrtIOiS WITKIN TIAL ROAD ID ARTMEUTS EASEMtrNTS Orc aV d r . N V - V-16NTS OF WAY. EfCiST. Grtovnty p II 13. ADEQUATE STAKES SA&LL BE SET MY THE EWGiweefZ To emiksLE `t a CONTRA,CT6R TO GO4 ZUCT i N r THE WORK TO PLAID &MADES . R=/.76% ay.(. Too P1. 5a61 �altsl,_taRc.b14ck:wall _ Exlsr• tavi116 I0. 05GZADE STAKES, DRIVEN To PAYEMENT SUPS-GRADE ELEVATIONS, $1• A.LL 6E SET By I-RE i d per std. 301 ti=4'orfe' I,zln.lre rt>esroetr COUTiZAGTORZ OR E06INEER. TAE STAKES SQ \LL BE SET 4T ALL. 14IN&L P411.1T, EDGE OF PAVEMENT, ILi �t AND CROWN POINTS WIT�II�I 0.01* Oi=TraE SUtbGRL\DE E=LEVATIOt�! Af�t3 At-i�OTM02ETx(At.! so-�ooT N y2 y see Pian V4�tF �r�r� \ _ =2 GG/ 2 -*- '�`' 1y°t om INTEIZVALS• �4001TION&L STAKES MAY ME NEEDED AT WARZPED OR VERTICAL CURVE AREAS . �+ + N SU[3GRADE STAKES SHALL. SL IW PLACE PRIOR TO PAVING TO PERMIT SPOT-CNECKJ"(v OF SUM- J, "ct� pEtzsro«us GRADE iaY INSPECTION PER.SONMEL.. b 1 _ FttJtS�tED SURFACE O*l CEIJTEtrZultE + ti. APERM IT PIZOM T14E SAN P5EtZWA.MQIM0 COUNTY FLOOD CONTROL Vi STRICT WILL ISEfLEQVItzF_v -- _�_ -. cotyST D•24 A .G. 4 P�vF_m E.-4-r CsEE6Esl.rte IS) PR10RZ TO AWY E:WCROACNMEI4Ts,> O1Z GONST2UGTION wvm4IN RAOp CONTROL R.1Gt-1T-OF- WAY. P62M IT �' C7O mKf 155 APMiE:v FOKATTAL DISTRICT'S OF-FICE T411RTY (30) DAYS PRRO2 TO CONSTRUCTION U F-0R ACTUAL WORK - 12• QI_L WATER,%WEIL�SAS IAAruS�IA IZAti SKkLL 13E: CONSTMI.XTEV To EAGI•4 (► vm!)VAL LOT rm-im SAPp1dtI�E STREET d _ To PAVIWG. _ TYPICAL SECTION S. MICv, A MATEtwxLe, 12EPOR:T S14ALL 13E SUPSMITTeD TaT1-SE CONTRACrtS . V I AT TKE GOMPL.ETlON OF FA.V1 >rxlsT GRAvtiID �. 'vrzra N �"-6' Uorctz . ENGIMEEK OF TRE. SAN gERNARDINO COUNTY ROAD DEPAKTME-NT LISTING ALL1'ESTS OR. 1„=4-' VE-tzT. DETERMIMATIOMS COMPLETED TO VERIFY. 0 v a• 2 vAL.ut�,SlwE AI�lALySIS 4ND SAND E•Qu1VAL•EWT OF AGG1zEGATE EASE• t v N p j 30' 30' per. STA5IL(1Y, OIL CONTENT AND SIEVE ANALVSIS OF ASPHa,LT SURFAC ING. r2' 1 1 ' r2' 14.7& 1ZESPONSIe>IUTY OF ADJUSTIM& MAIJQOLE- COVE.IZS F&VIHt6tZ£PAIIz, AMD PAYIIJG iZEPLA.CE.MENT ►Z.s� IW COUNECTIOK WITH SUDDIVi IOW SEWER AND WATEk LINE iNST&LL�\TION WILL 2IETHL R.ESPoIJS1DjL1 ` o� y4 `4'4 5•S' 4.6, or pF THE OW13E1Z,AWD SHALL 155 ACCOMPLIS140 iu COMPLIANCE WITH COUNT! OKDIUA,EICES. } 94 LA Me eot-ifteft0ld Or- %0964 eAtgwy �r V t1 Y'�►P 4� veep. so 1 u T ,}� _16f�,(r 14 ' TaP SotIT't~tEt c.Y tuRb P"r- Llt J. �t Wa �- oio CARMs� B` p.Q,6. t°6tZ Sfvsn� '•-.' eoNST. a"a�.�.nERs« �Itts �DVi'S1 EytiC cA& C�c►�. COl1ST621At f�AYEMEIIT (S6E GEl1.*IoTE tt■) j PROFILE SCOL-E �lnnose. sra�ET 1 '=40' 0 01ZRZ. 3 I,. �a. vE►zt i MAI SECTION - f3 1 I Iii I''� �g ■ 1^ =4' v1=ar _ a Q VA>`1t1'C1( t.STt M1�'1'lc ITEM COWST: wort-_ tQESGtCIrT'tOt4 t11JtT� eSi fmA,- sv ato^o-4TiYy • 1. 10 6" Gu Ra#, Gt,1TTE m L!s 93 B L.t= 1z O2 A.G. i-AV1=MEAT' SF: 134,�0o Sid 3. O G f2oS5 6uTTa✓F2 '6t= 238a SF S• O b2tVE. AI'PrZoAcK EA -'il >s+s. 6. © 6TiZE.�T S1CtS Eh to �A SCOL tot 40* ?• O 13A2 R 1 CAVES E A l EA, L F 5 SG LF: AQUAMMUME AVENUE SA1'171411 E MEET s��.e.E. SEE StIEE.T Ne 4 SEE S14LET He 3 33' A- W ►� Orr TRE 3 P v �I h iso d N r Ginza aZ-r. Wrsl � z tt o - V a�aB leEr D,4r� t�.r� air. nor•¢ I- y *19'10 o =90 0o Qo' 90 .0/•¢2 VI O S ,� o I � W 15�.22 r ki 7 v N 1k r �- N TO V V • 2 �y� • Q ,t_t- S V- DL-t IOTE� STRUT �i A I SIGN PER STS 3o3 2d` d•` i o .20 1 o .zo ,oa. t oro.Zo 8 .55 � FNS f 3 c �k�sl bA1l �ittttlltLat } h 1' e,&AW A-Er pq r.4 1 a•. R=20 �• �aaJA 3 ° rr Lock1'tOW MAp �y uo s".1-E _ i N D Ex M A 1' xo o - WHIRLAWAY STREET y _ ON STA�CI`JON t�Jt1'«$= P2EPAiZED 6Y ( I E' L D `)`51K R I V ._ i!, ` ,� t? . • Gt�t Y �"��` ISANI �' �� TCZA�G 9tS0 J WILSON CIVIL EN�INEEC� �- CDUST CURE . GOTTER PER M. '� its M ��. �.. __ _.w.�LL.__ ,.._.._ .,r ..._ _._.__.. � _ s._ _ _` �� , ,. _ _ ROAD WHI WAY STREET r ' lit_A11 A*t P 1•t'L OC 11.-� . ...r. _ Stu+, v Q 2ZZ9 AT!-IENS AvEWUE COUST A.C. ?L.VEMEUT PEAL GE1.IE LIO ` • iWt TE 15. � STS 1?i+oo To STA. lB�4ej.oC ORA.hIGE, CA. oj26Ce-f COUST• CROSSGuTTERz few- STDG Il°� �14) 633 X04.4. _ _.... .�_ . .. � f 1! E tdlt 4 _.-� t �. r �6 • O- C�{.iST CRIVESTV.* S�� TE � �--,._ _.___ _.�._._ .�_- C�E _ . _ .._ . aPPizAa�a� �Q I28 ; . . _...� t B� , JERaME. M.Wlt.sowi R.CE. 11188 Qj ADO ^PPV'D P4v11JG SEGTiOlI-nim AItEIyG� jb �� _ �Z hr F` Chat .. f+ rr �FEK CtttF t � . ... w.-.-_,„M .•....-,-. ;. ; _ ten_...-d.. . . �IIfCT 1 t. L s t. A010 II/C. U K u a b y i s1.az a 4*t p r o .o oc O.C. N o ul ao �o o bO Nm N Q (Ll V + 0 0 N N QO til N O •t• H �Np + Nu R1 Mo � O , N , tv � _ ' ��,1. � a �Q� ry •�� Ur h Co+M ` O l� j 0 ao y, 0 ZO / o ID ,� $ r th n ati t N q FXiST. G rlou�t/O A61 T Oo /Q a Ans \ + 1� Ls�iG•4'i a X11.42' /o r o: fDO� C. F'1=�jo.aa 'I'O!p tilOiZT�t ErLLV CUR t'S PROt=t Lt`s. v 1 _ p w t11 PJ =83.38 v _ { r ►� 6� 1p A oO _a0 � � r g � � • � • d + r � ecU �� � - j � Ott; 4z U 40 N bN b N v QQ 1 i• e=3.2 V r r N cq N tom tD 2.ze/ N m N m N �0 *r P� f � cb J �q °o x • a0 i `a -1' V zoo' w0'VC Pt 8�-1s FI►.tISMEV SURFACtL OU CENTEML1NE. P/= 83.60 • oo i F N h Q X N h" o � O u,0 + �►. 0 O ,� N 6� N t9 ► 40 �g to 0� U N to b 0 N r N 0 !n rt C6 t 60 m fi ap N d � � � N SON QON � m tOm� 0 � �q0 di to %-*K% eu c 16 7 ST G tt ty p s►.T cumm up on � O i• To Pp sbuTiAmmy emmis PROFILE Y o v a a _ r t otibLE VEMIC&L sw PROFI LE SC LL . 1"=4c1 HotZtZ. 0 1 40 t . SCALE CAIZOL WEN UE FER DOT AWN UE avENU� i A UE SEE SHEET S SE1G zw"EIST 4 SEE SHEET 4 tY � rid - a 2Fi' ZS di 46'SIM Z; , d . Sn G)ltb leer. DAi'A t2 18' 1S' t CV015 RET• DAYA O CUtb tZ DATA. tJ W cvtcs RfT C14Ta ,11� Gl)t2ts RET' VAT�4 7 tb' tb' Gu1Zb RtrT tDA.rC1 P. 20 R C`2.o Qv'0e22 iG" &-6�e3-T'44'• 3 O � '�J '?' 3 g R�Yc � Ra2.40 �Ci �` 4-7 Lm 3t.5sr (11 L S -LAb » • y .T da gpe0o'00't {� A soJO�CO`OC" p, 00 -1 Ole T- t'.al 4 s 90 Go CIO#? d 90 ?- eo �B t_c 3 t.4'P- + 4z L =3 t•4Z ` .� L 3t•42 _ � t= 3t•42 �l 61 �+ l•- C N 7 8 �' 8 W x • ��a I � ss� JOP Oltovo 3 9 Z � •o3�c � Z ' 2 2 ��I� . �y 61.83 2G.Z IoS•2 10 rp.10 106.20 IOCo•2o 51 106.20 10 ,•20 lOro.2.0 106.2 lO�u.20 �' Iofo.2io V c ,IsA iS 14- I 61 N, Z CURE CUQV E 'DATA. ° WHIRLAWAY • S`T` R E ET • IU YZ= 418 e= IaPgo'w't i.,K16.63 T= 3s•4z ' 0 R= 382 A= l0"30'14" {_a 10.03 T= 35.11 FIELD B-17,10K.. .. UNTY OF � iN BU �A DINO "rPLA� *r 9150 C01•i71 RUQ.1low NO1F.S F:E.! t t Ih.AN IaNO Pit � LE Palm: O 1 pt')t f7 W ContS'�' . CuRt>, GuTTE.rL Pt'tZ IIS --""' i 0 Er STfl. ... _ .. _ Df� C. [ �� Q: � �Y f� A .f f J E t - ' _ z �._, P,f �� V�µ �ZLAWAY S?REET t Q Co1.1ST A.C. PAVEMENT PER 6fj4c-rzA t_ IJoT�t x _ _ __ _ O3 C'oNST CRoSSGu f t t E t O ` TlT✓TL Pt;e STp. ltk 1l9 FROM, TtLA�T Ploy ro STA... M*Cwb O �I K _ 5.. titA !Y _-tQE A,cT MINI YENe,P- ROj.[l5 DATE Wri• 1�IO �.r/ Occ tt sZ'. RIV E ArPRAA C1-1 !•ICL 4Tfl. t2$ _ tvtSE PROFILEC _ 9I23� . Q• Q ® told ST Gt)1't 6 etJl_y hEcct STti. 1 t S LMOO.) _ .._,... �A"' � �: _ - �#1{�F'� of #fi- `"tTY EhC'.NE#"� ph.TE t li • d► � f r 0 . eo'� tercttT. GetotfNo(� ►!. tutLtb plow =111 tt 0 r LI u 0 _ _2 N z ' � 9O 1lrj -ro 02THEttLY CVtcb 'PROFILE '. U + "o 5TING 1-k-0 • t# �� �. F1 tom- - �y o _ co a ♦4 u to• Y1 + _ _ J - r c wKtST. v F oil efca �tp O 4 � � N � . P y.� / N V ♦ t! d 0 --- N O d• � t� n - -t 41 ' Its FINISHED SURFACE 09 LENTE1ZU Uf- 1 v : M Io C° EXlSTht/6 GRQuvo ,r W s ca Q c',,.c. v ot.s m.I O.G. ,z � di i • 4 v +h m \ - tixtt�,T tr ftOV D fi. CVR t3 W �6F N V „ 111111 'f 0 t' t� D Q tt1 _Ms t!4 0 JI_ 0 - V bg a _ o N� m U N b d) U -o•9Q d = - O IU A 40 TOP S UTIfE2LY CUR1E5 P OF1lE =s.a Ly IIg R ,rwu Rms.4sy, sry V •.! °aj ODUGCE YERTI(AL SCALE L ' DOUBLE vEttTrta.L %C&LE PROFIL SCALE PROFILE SCALE 'ls oR 1us40 o0tut. 40 � I Z - t" = S' vERT. z 4' VERT F- . 4f f SCALE 1"�40' E X w IAI Itt.,AWAZY STME' LT r�tt � s66 SHEET I DEU4 �►�t i<NUS � j � •4!o'S.B.C.U.E °� SEE ✓HEE''( 5 r !2' !8' <d' I2' �! 5� of 26 2 it T.0 4 d 90 oe Do' w ' 4 p� ' yet. 8 � L= 3 t s r t 4 'I s 4 to)*� 0 r 2 8 yQ+� S o .ea �v If oo 2 1�+y ,1� N 3 k E N 'r��•n �1K�_ \1 \ u�. ' �� S .! S • Q ,/� r I 'AJ0' �.�.• fj +t I lllf o �,�`' �,* f`' N �f. ,�F`�y f.' I �� � I 1�^• ` � ��*° ``� • + 4� ?� h��S�� F1 1TJ s CUM RET 7D&.T& � ' 34 6 vLv J011 - gP4p 11 �- ti L_6�4z o0 o ra r �g. i2 o +F L��ti' A CIL Ai'�',4L005A STK� • Uq`y • Ao+a: All block_Loaf ls__sh711 be 'of an S A PPH i iR E STREET Par+hen color, specifically not P)nk. , VI LD V-50k F )p. # 1 ..s.Y OF IF AN 8���€���V � I��r) TRACT X150 •. FLAIW A.Wt> t�RoFtLE_ SAIMAIRE STME-T ROAD DEPARTMENT �:'� ' 1' tr O . i 1 .. CbIzSTRUMOR NOTES �s F f �, ter' r.m-a T41 at= 1�1LIL%10L toss. _ :. 1 O OF 11" D1L � ..,.__._.._.,., _. _ _. � TO� 3Cn0 N R1'4•t li S l t� - o1C , � .: AP O TMMT L�-- GQsISC' CRtVI� At aAc+t '� r2g Q) - Coµ5T2u�T Cues 3t '- - tv � GUTTE Ie. PE2 STfl• 1 t5 -"' .T�"` � '— • F L4- V_ a _..__ �-t T._ __ PAS.. OSS S _ _- r___ �__ -- _. _ A -T ,. - € N r R_�. t k F tZ M: W eST T 2Acr WDY 5 —tA1JST ISd.RiZlCevlr PESO ST=.-A-- 3oS o5a 2 �__. O � 3 �- CONSTRUCT A.G. PAVEMENT PE1Z 6HdERAL uoT6 I� ' r � - B Cotri5C. CUR g o4Ly M;z sTD. 115 CMoo. k I 513 Rt c �) U ,z I a' To ELLA rc O . - O— � � coNSTrZUGT GROSS b�TTE2 PE.R sTD.'� 119 ® _ aofl tai) _TAraa. ro Gx�sT. t�.P, .____.•.._.e_. .! �C ���s�7G �Iy� g COnIST, LONG. Block W/tll PER STp 301 CN= ) 4 - CoryST1ZVGT Co�lc. t �crc ws�, tr P6Sz STb3et C++=4) t "' `' . _ .?� fe t gy Thr ttK _ _-. ,:Tzf"F e� k r. ,_ V v. .8 2 C d 20 t � Ex[ESttesu is 'wrevttt!_ to _ n do- awlerCartabo-P m%4J.CUM15 •/d/46s2 p !� N _ lobo �•b 4 O.c• P1-te0.4•a7 u ~ 3+4*t 10o v LI4 t�xtST. Gfxeu.�1D � � U V N p d M� o.o. Pl.� �a89S 1• r- w. Gu 2 = 0 V V 1 .1i r 0/ di W i{ L/q to 0 1 > ! Qa t4 r ] 0 t tp sb zo zo•w /+ d p 1 �_ N f' } , a ,A o q4 Q d rwv A*-0:5/o P tt �D N- - .Ft.zo u 1`� L/�{ .. - -s' z v oo N }' e� df tu �+ .c. V � 4 i � `4 +,,t,. a $�� + - G ap ` 4 00 r at= ga.,S ; + hobo tDbe N + t _ ao f0 _ �? a r r 0 eil,�• c 04 r + 0 T4 a o $ .� O tins N ER u o. p TOYP WESTERLY CUM PItOFtt.E TOP WESTEIZOf cwtlb PILOFrt* ; Pt.= -.o.6g oil 0�4 00 ftS -}. O' rIv 1 a s 3.oc'ye TDt' WESTEtZLy CUttb 1"1ZOFILE ` TA1J [cra,bo,6 ^' N � lr .. y a c .�G au rc: F71 P Yl 4 / @ t, RL=61'+ t .Cs20pRlD 0,44•/• � 4 > 'l / J r 'o• r o y S 1• 0. y. ID 0N r i •5 N N BO � v m b b to �► r n to n t N OD _ CO_ - N --fl. In i M Rx0 } a M r � sxtST. Gftee,►� 1� s O / 2 it � + + 10 �� 0 2 ) ti r — tl D.1•=70.17 N t2 N L r0 1, d) i c .b Ei,i 4.o t Q t:'1 u N N>= E u � u S act O a o 0 D S •o�� 6► f` r ! 0 -�o 0 / �_ �/ + >>z=�° FINISNEO yVRFACE oN GEIJTEIZLINE �' p 0 r ° °' VAM.{t=♦A6°1+ sxtsl- SIZ990,t a't� N �! r�.�t ttds " T .N. RT.fjO-�i ' �'� �' N •\t Teai•OL=11 /0 V � � to•� +fa .N pp k: 0 _ 0 S 1 t E � N at C F� CE. O 1 ED �U R t=A IZ"i'E.R. LI PI E YI s 92.8t Tax es-t lb 0% R_ .b I- ' / Tali -b N Z5Y•C• xt G2ouw4 to t R� s C t tea !� ' U Ad ° t y l4 -- .d': 4 z °o Q N /4 y4 c. tt o N_rn as t L/4 + r 0 • xsr t SKr 6,lovtlD �• , t9 tlq. t_ r e t Q,tzoirwo �. ' circa _ _ V to .C. �! r O� v , 1. to d? SCoo 14 AM r N 4z Nz d �001 4- r - {t d o (o TAN.2=100% a w a v V 6► t` / V >r 7WAI, R=o.57 01 90 '10 G'I +r TO �^ � � � L/4- to /4 r o I to J , ° Ib9 gz vc. a t +_ R�L"-revz-t Pl.=B4,t� TOP E&STERL`l CUR$ PROFILE uhjo� ,TOa ' ra►t. R• 5.55'. •t.0 io•60V fit- Y CUMM P2UFILE od/o 5a4PROFIL.E Scb.�E t J�•Z0 TAN R=4.40% u_ i ('t c 40' 1-1 0 2 i z. ot -�o .aotzt zTOP EAST MW CUVJ5- PROFIL. V l" fes` V�RC ( O feta 8, vE2T' # O PROFILE SCALE 80 I 2 I"s40' 4lorCtZ 1"c g'VEfLT 3 _ �.3• VOUMLE Vt--wnc-kL SCA.LE DOUF5LE VEtZTICAL SCALE DOVhLE VERTICAL SCALE. ] t r: E p f, y: - S(ALf- 1".40, • StQi_E i'�= 40 _ __ �tHtRL11WAV STREE-C W�tia.AWAY STRitE't WHIIM&W&Nf ST"e- SEE SHEET I SEE SHEET Q sEE SI+E>=T Z ' 6 o 0 tz tss t>a Iz' m v 59 4b Q�. tz Q o0 w. Ie' {8' ti N ,�. f2 I ,ice• +T• 7' x�o +� 4'T 48 44-63;, ' U 5S S to 0 4TA17 p' y �,Y' o t < t 42 , W SO d'' 58 _ i N � ; z a3 eo Ga+u N ,ya►.. 9p-o9;'—� p r N e^It 3 ' 2 83� yt,•� Io.73 Fc ISI 1y 3 • ? ,��.�°r �8;$F S . 0 1\ ,� 0 vd•'s4 o yy 83.Oe bg.3G d � �'e�' �I � ' B'�6!t• t �sy� �'r� ^!�'�tiy � � I 0„� t r S�Iy ��g1 h yt b 2 Z � �.�'e ,or o .� '� �A9 Ft ti 43 �. r e� `� � rI J � i� 'I•ez Ft, ti �J'r p 41.91 o y S a 54 .a 4 0 rQ 4,. 10 0 44 4 aU n ' CARO. &VERUE EE-F%IDOT �► ENUE AQUAMA IWE AVENUE Cu 9Gt� curdvs o4`rA I� Ro S'� 4� 41'24'3S'• L.a 4t.Zo T� Zt.sq- - O 2 a 43 =2v2-49'lo" L= \�-t.2 4 ' 7 03 2-20UICLU Ck ? - _ BOOK COUt :i Y Cry SKIN Pr F-Nt P)!f.0 TRACT 9150 ROAD DEPARTNATNT ' f 5 A C•too fTA Z Y 1O COA15T• Cu2b 4 GUTTER.PER STD. {IS .._ , ._._. R • F I t F Fa vy PERIO VE.IJU O GO 1dST. A•G. Pk-4c m e NT PER GPJ.IErmi-� ANTE t{6, n � __.�_ � ._�____ � s F 1 TEA Bt _ __..� _ ___ �.c CUE ST/.•of oo Ta 5' 1..24 61 _.�._-.�-_ _t._ A';{l C�7'.t!it Y E N"•t' f,`tA'rS t3n7 E 'NQ Q C,oNsr <r',R,OSSGUTTER P'ER 5'rri• kll� ----- �-- —_,_�.f ___��_ _ _ __ __� UAMARIiJE A.Vf.IJUE513- kQ ,�f'v1S C)? S AF= t;t/.r cc>>=;� . �t �.►;�e prz 5. � � `' 4 E T at I Pk17CTttSOON , 4-9 140 o fr r t.zo d d, } fl dl V r M II L �4 N /^ - 1. U 1 4 • _ _17 r- _ e o � + LIM toid 0 eu15T G)ftcwv dP W. Gam 4 } — ` l°${.4Z ♦ --� �� 0 V + N t to b` `s ' Y i } � N w .t . �9 rA N � V J� 6t tp + 6t + tl - ea .c. <J I IA yv to2 0 r + r : 14-2.oG P to � 13 OD @ TDP WESTERLY CURE PROFILE` TWO WESTERLY CUIZP� PROFILE • =456 _t � +>D rt40 '� �► N _ _ ' jr TAW Q 491 /o t(1 + o 2esove. � N N d or r Q, Ln 12 o.2p p Q ♦ ur Ol0 � t9 � 0 + ♦ V � Na ,rr o t� IA � r N/ N ♦ y �r �� Q • N r; n o + w 0i - - r) 6' +to d a0 r _+ 6t Q /� N r >� - N , ID { 4! + IA 0 • Mt - oo` v. c.. Nm - 0 �D t SURFML OR CEWTERL10f. FINtSNED SV2FllCE QH CEWTERUkE PINISNED� �/ �� _ r 12.2x+ vi,M=4,00% 0 0 - r r . OILD � m oy zoo v c. to �- =�► - o In IP 140 9/•20 N N N `i. 'U ♦K► O - to tj N'61 De L, p 1 P1 Z .4.8 � ti - en N ao a ,,r, en to 8 r 0 + _20.60 zo W AM eelsT• 6.P4vwv a w eewe r - Q r ,� 41.20 10V M N rA K•R= V O tj 61 N IP 41Nlu '2c& 112.4$ N IA Ip ., / TDP EASTERLY Cjjfz PROFILE w TOP EA.C7TRLY CURS PROFILE — DOU1'SLE VERTIML SCALE r+ / PROFILE SCALE i"s 4D tiomm. I-".2=4:00% ' /) j t" c 4' VERT. 1T Igo r93' 11 3 13. it 0 � dN °!'1 zy day z� •' \� a O < ` t t = C©t'!�T• 0.t-l�kvelott�tt��>��st. rs - �; a tN- � .r..T `� -fM r=&WsA,V t'r("TEs.1SIw,t)/JJv f%kRL -TYDTC AL ;E CTI D N a SCALE 1"=40' „ I .b• Ko21ZONTe.L• AMM SEE St•IEET 3 • v�ttE� T� SCG p.. 15tIR6 DA'Pd� CUt26 t7AT4 C•U26 DATA 4 4.102W 3g" CUttfS QET. LATA Q=Zp O, R= o Ls 4.1.2D <<r, 17i g-. .. e:1 T W rt��.�► �j 0 _90'00'00" a-oo•oo'oo" n N s m WNl {a d=90e22' 31.42 12 ( 1$ l8 12: = 31.42 't= Z{ 7 p S ';' N EE S4tEE L= 3t.yc�• 6! 0 a r 13 �" E, tssto*�� r S T 2 U W V ♦ ,t �A.y o 2 0 1 Go , SPO ° a yovll 'L2 ZZ�• 24 Z � • �� V s V + J' N ^,�• S 'tZ•209t•T 5 T4. 1 Zo e p t11 v � YI J 07 cc 51-0 1 N h ,a oZ' Z$ i: .� G aj1•l�s gi•'Itj 33.6E ' / N f G� tiA 14.3o g 3•ew o,,s,o� ei3.90 93•e�o 94. JW--, 37 3 35 34-po 1" cults RET. IPAM / 00 N 0 e ti a= at3-t 44 n Ls ,1.Z5Y WRls QD.Te. CVRPS VAT& T= lei 8( + m R=4S f 0 0 Zfe2e49b" µ SELLA AVENUE �.�`.20 � .: le),24 . T z s4 �\ �♦ v'C p �� t ACCESS R Ao o�r�i� IL ` , t OF S P � -. � IN _ T;ZAG\'T t' t} a3T !t P ' `� + i CONSTRUGTIOl�t NOTES �� �, 't fao w. _ _ _ : -.� .m- - lO CONST CUR b GUTTER?Eft. S,Tm '� I IS _. __ ,w. A Ptt !6 PLAN A N Pt t_Q2 _ r,, : CON5T- A c PAVEMENT PE1Z GEWERAL Wo1G DELLA AVENUE l�+D .... -. Q3 COWST• CROSSGUTTEP-PEM- STD. PLA11*it9 I su i' ECS 1!� _ - { 6E T� FItAt�: sTp. o♦•ao Tv1TA. St1T _ .m_ __�_.� AS _ _� , -- Qw .No O v2tS ontLy PER ST'D. �1ti3CMao.� ; ,. ..__ + P; .'`+ '`� = �` - Y l ca 76 CC 3F T ��rC;+�''F G' [�r' 'i t c f t