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HomeMy WebLinkAbout632 j _CENEk L NOTES _ A L L A,/02kl 51-141 L BE /N ACCO2D41Vcr A117W T,lg';fE Pl-.4N5 qND MC SAN 9r.P,,Me,0/NO u ST4ND1-7/tDS .4,(/D SPEC/F-1e477ONS /SO VC 2. BEAICN eVek: C1//SELED BOX/N 7010 Of elleB AAl END ND OFCUM RETU?N/N N,JV 2120 tW,4t eANT OFT//E/A/TE2SECT/ON DF NIL-SIDE DR AND CARNEUAAI 5T. G,POUND L ELEV. 1946. 21. (,4DD 2 000.00 TO ALL FLED SHOWN). 50.0 I .ST,PEET SIGNS PZ-P SAN BE/l,41R1eD/NO COUNT-Y-3-TO /110.303 4AID 3,934 511ALL /00 ' I/C BE CONST,Q!/C'TED QT EACII/NTE,(�SE'CT/ON. P/= .97- P-4 h a 0 \ p a •4 ,4LL PIPE LINES' OR SUBST/ZUCTU2E5 t2,--,,941Vk/ND(AND TELE'P110NE OR POI,IEQ Oa, ` POLLS Mgr.6--e/'>ETE,QS P/gLPE'S, , ET p q, ,�,/YD,Q,9NT.f C.) .fvOb/IV O/1 NOT S//O/✓N ON h n PLANS !✓/T/1//t/jyE L/1!/J's OFTf1/s fIJQD/!//S/Oil/O/2/N ADJACENTAeEAS O p � �5• Q �, �2s.a� Q \I G 9.4090 !•/11E,PE /M/�/lp//E/�JENT k/02K/S Dame Swzz BE,(-EMOI/ED O/2,?ELOCATFDAS W ^1 N ti REOU/RED AT NO COST To TyE XXIV 9f,-?A ,e,01NO COUNTY?OAD DEPA.PTMENr 5• cOMPACJ70N Tz7T OFEMIfAN,(/MfNT CONfIRUCT/ON T/rENIN BACKF/LL,COMPACT/NG OR/6/A/AL 213o a Z 14 0 GROUND,A/1/D ALL S1/BG,PADES SPALL fE PERF0Ao9r,D.4,rA1,0 COST TO sANEE/lNgRD/ND MIAV, ^1 ^ A/✓P/TTEN•PEPVRr oFTfIESE COI'1AAcT/oNTEST f11,,vlL,8EPROVIDEOTO 4.s CONre, crs FD,Q C'.2. � ADM/MJST,t'AT/ON G!!//f/ON DF'Tf/E ROAD QEPA�?T7f'ENT F4P AP/�,CG)v,4L Peld f TO IU P1/9e"EHENrOF BAS/C /'IATE,71,4LS ANO O/1 SU/1FAC/Nli y q a 8.3 6°o TAN GQpL�E tR M O N O 0 N G. /d%EN CURB DEPQESf1ONS A�2EP�PO!//DED F1J,P D,P/YE�r✓,9yf,COMPI ETEl�/Ilvfl✓QY CMSrej1rr/0N q C ^ti �` n�j N S 'o � ^� 1� -Al STANDA['DD.PA1✓/N� NO./28 AND DELATED SPFr1f1 Wr1ONS , h q U 2120 ' 2130 7 4/yEN ASP//ALrCONCQETEISPL,4CED ONNATNE SO/L!✓fl/C!!CONSISTS OFA 0eko/M�91 elAL, 2090 N yH 711C SUBGRADE S1!/ILL Bf P,PEPA.?EO,Qy,pL?!Ol//N�/JL L iWkS!./!//Cf/P,�OT,PUDEA!/ot2�'1iYE W Q rsllOUND L/NE 2126 N SUBG,P/JDE!/Nb ALL VO/OS 02 DEP,PEs3'10, /5.I/bOLL BEf1LLED A,1r11.4 FJNE GQADED MATQI/AL m a Cu,eB �. 01"A QUAL/J'3►'BfT)"E,�'TyAN 7.1E NAT/v,k'MIJTE,P/,4L. .4 SO/C STZR& r REGIsrERE d /00' ver 0 0, o o: V� BY THE E. P. A. r0A' USE UNOEie A.C. ANO P. C.C. S1/A LL BE UN/FD�PML V APPLIED ' a0 d S•SS/ P/ =95.20' t� ` �` p ` N W Ar IWE MAmvf•AcT7/RE'Rs Recovmpe-0 RATE FOR /7/,F FULL PAVEMENT 1'1//DT// k9 O I ` h ,Nh �, h a h 21201PR/OR TO PAVING. 2080 C. ADEQUATE SrVeES SNgL_BE SET SY 77IEDf/G/NEEQ TO ENABLFTyE CONI7ACTO e M CONST,PIKT SEE SAM D � � � � T1{E/✓0?KT0 PLANO?ADES. Foe c.e. 0 9. SUS MME Sr.4kl&-,O,PNEA170 P'411E/fENT SUB-GQADEELEMrlONS,S//.41L BEJETByTRE (o GO2o FEd77,/ER DYER EX1sT/NC: V O ^ a _ v CONT/IACr01,?"ENG//VEE,P. THE STAKES S<14LL BESETAT!/LL h//NGEP0141 EOGEOF K TOP EAST aaf o PROF/GE V oo'v.c. 1 W PA!/E/1Eij/T, AND CM1VN,,V1A1 A11,r1//N 0.0/ OFT//E SU,661upE ELE!/,4T/01V AND AT ,�► Z�.03 — NOT/Yd/,?f T/,//!/V SO-FOOT/N7EQVALS•ADD/T/DA/AL ST.4el5 MAY BE/vEMED.oT A,14,PPFO Iri 02 I/EllT/CAL CU/ZYE�!/dEAS.SUBGQgDE ST,Q�ES S/fAL L ,BL'/N Ol ACE P,�/D/1 TO PAl//NG S a off.a 8,367. T,4AI G?ADE Q O o TO PERM/T sR7T-CHECK/NG Of sf/BGRADE By JNSPECTTOrV PF�IS4. ONNEL, o. 2154 /0 A PERMIY FROM rf/E SAI/BEIZNAIID/ND GOUNTV FLOOD CONT"-1 DIVIVICT.VIZ L BF �� � � REQU/QED P/Z/02 7b!/NS/ENCR0,4CNMENTS O/Z CONST/IU['IYO�V!✓/T!1/A/FL000 CONTz'OL i. °o 213 0 �+a N N V 2 /3 0 2/GNT-OF-/,lAy. PEPM/T MUST BE APPLIED f/1/Z,OTT.UE D/ST/IICTs OFFICE C�o7 DAYS 2D 9 J b O y. P/Z/02 TD CONS77ZUCT/O/Y Fd?ACMVI-Alde4l. 0 ALL A1ATE,?,SElc/E,e AND GAS/'!/91N.S.AND L1�7r&1.4L5 S//pLL 9E 10 I-,d�Ue ZV M"C/1 N 2126 /NA/V/DU/�L LOT P/IID.e TO.oA111,V6G. 8 o avp TDOUSLE VERTICAL SCAL-M ` Z. AT T/1ECOMPCET/ON OrP,4v/N6,/!PIAT =5,PEOO,PT ff1ALL BE S!/B/'//T1E01aT.�E >\ a� PPO F/L CON7WWrS,ENG/NCf?Of TyE•fRN B ,PNA,QD//t/O COU/Vl'3/,?OAD DEPA.C�;W cA1r h v f10e/LONTf/L /"-40' 2/Z O 14 T/N6 Al L TEST 0,2 A0.Cr? ,AIIA1AT70N W&PLETEO TO A�5A-"/E3! d• Z�D A. �2-{G4L UE, S/EYE AN,S►L 5/SIS AND AND EQUN�9LENT OF RGG/ZEGATE 9ASE. �p N B• STABILITY,O1L CO/YTEJ rAND S•IE ANALYIJS 0, -fv11MT SU,eAAC/NG. 13. 771E QESOONSIB/L/7V OF.4D�JUSTING 1f,4,V 0ZF CDYFe,5,P�41//NG REoi4/2,AND P-4VIN6 6 7 8 9 /D // /2 13 �¢ /5 QFPLACEf1ENT/N CONNECTION A,,Irz/SUED/IJ/SJON SEL/E/I,4,VD!✓,4TH L/NE INSTAL L MON AIM L BE THE QESPoNS�BlL/7yO,--THF 01r/YR7, A AID,Sf/AL L 8E' ACLQf1p,C/S//ED JN COffPL//INCE!✓/T/l COUNrV 0,2DINANCES. /4. AT THE COf1PLET/ON OFROUGN G,eRO/NG,A MgTE7tIALS,PEPO,Sr AND T+iIE P,POF�SE'D STil?UCT/JiQAL SJ',�EETSECI7'DN SHALL BE-SUD%f/TIED�Bf/TfJE" Ti�ACT EN6/MEEK TO THE.SY1BD/1I/S/ONSEL77'0/�I OFTAE-9A/lrR v geDINo cov& y,eoAD Dcr,#,e rA1r Q�W JFV f QEt/I L-AV ANO E�/AL U,9T/ON APp/I4 UflL !//C L BE G!1/E'�(//,/y`cA/,gLL.ST,E�UC>//,hqL SECT/ON 9,r,-S4 /?rIlENTS h'AYE BE E;4 DIET. �25) X25) C25') C2 S 33' 33' .30' 30' Com') (-r) 0) �-► > /a' /2' 12• /8' /8 12 EXIST/NG G/1AOE SEE DErwi-A �• ( S5Sf V-0 . SLOPE/ „ , "y r p 022 • / nr 33' 0.5U� / • !E(/EL. /NE � / .�LePEtE/irL L/NE�Lo� /a"=!' r�- — —_ — . -+- - - + . — > : l —2.0 -- 2.p�--�� —2.0 — _ — g.O�. N WI L _ —_— t- �� M���r ILnr. CONST.O.?o'�f.C. QI/ NEdIT CONST B” CU,P,B CONST.B"CURB CONST CONST.8 "CU,PB CONST. 0.20 A.C. 0..GVEM6V7 U SEE G n R�1L NOTE /4 qNb GUTTE,2 PER AND GUTTE,P 1'LR -PEE GENE,QAL NOTE /¢ AND GU77Eie AtR SFE' GENE2AL NOTE /4 _ - -- �a � SECTION 5�. ,�� ,`5 sro. ,�_ //s SECTION srn ,�_ //5 SECT/ON G ►' TU,P UO E T,PEET GALLOWAY STREET APPALOOSA 000IV- a Q /S S W / DETAIL A n-M. 6t34./l To sm. /G+3vact STA. otoo ro APPALOOSA S'7 gppALOOSAT STREET �= It n s►+�r IS WHIRL A WAY 57RE ET APPALoosA Sr. OF MARL WAY ro n?A!r UNE N PEARL S t. GALLOWAY st. to neacr u/vE d4UZW4_YSSr�_rzacr uNE APPA 0034 N Q 5 EET Q I I t� 4 ��C (' f� ti�� 2 b �� Oft 44 4 nt N Z �' All i. •�. cf / �,'� ba �o• a°r o s ��1 N Y m r- /00. �NIQLgWA �f /oo. 0ff 79, 95- u, 1-S�.4Co !82.11 .�l /02,16 � lJE O �S, 09 p� \ J N/LCS/GE -0-10 rlt rn $ CU,PB ,PET. D/ITA 5 h s3 �M1�F S. `D4 CU,PB ,PET.DAT/ i .cf u e o �.� 5� J �r/aa�Er.D,vrA cvee QFT DAT,a i t� v W a G \ v h 2 a �° a = 90° S ��Sq� S D = 90° m - h a = 90/ 9EP 33 h Q V / Q 20' + I N P = 20' p� 2 G e = 2O, \ 25 Z 5 n� P 20 L = 3/.42' � �, L = 31•.42' L 3/.¢Z y 7' /B' B' 7nj L = 3/.42 \/ /9r// sr. T 20' 6O' T _ zoo T = 20, N � T \ !� .\ /1/LLSIDE A?0.4D _ /r 3 113 12' APPALOOSA Cover .0111-01-100 SES Su��T �. s �Q INDEX MAP T /L L i \ ScALE = /"=boo' 6AL L OWAY STREET TURQ110156" SMEEr TI ESTIMATE- ESTIMATED SEE SHEET u0. 25 SRN NAea/N4 ) Que,cuTiTy at>< 1. A•C.P4VINC� (�ENc-sza,L Nom IS 108,Boo sr- Z. err c UQ B �GUTTE R 5,s58 sr- CONST,P/JCrION /✓OTFS 7AMA IC /AIDE)( SC�/EDULE � 4. 6 L CVMM (»�c.SP�wol�cg u,�ou�y) s E� / CONST. CURB AND GUTTE+�PE,(� STD. //5 LF TURQUO/5E AYE. SCA4E: /'_¢O` 4 Loh DRIVE WALL 3� A. O LOCAT/ON /TAP 2 CONST. A.C. PA!/EP�Et(T PE&?GENEkQAL NOTE/4 dPP4ZX5,,d U. NO SCALE `' ISr QRNE APPQ6AcN 2 EA. O _ - CONST. CQOSS GL/TTEe PEe STD> 9 G4LGO�t/QY �T ,pE ,4 a . /y a t J-�"`Y `,' (.,F4 S C-,5 ¢ COX/ST. 4.c.P,4VrKEIVT TH/c�ENED EDGE PERAETA/L -- - �P CT 9 t �: � � � T A 358 , PEARL 9T. A ' AddeA s-tr.section rte 1� : 0t} P1t , C0I1l ST. D,P/�/E/r/,4 y APP�PO,q al P,ne STD x/28 l w=iB•� J.M. !,//L SoN, CI y�L ENGINEER 4 _ _ _ y. : .- . . _` . - _ P r © _ ,eo �,e LAN D P W/f1/RUX 4Y 5T. , ® Lydd ed Mock \vQII C&o buil+) L-4 �1 I ; N ��� `� A F LE COA15j, Z4.,_BLOC,e Ir!44 G PER STD. N° 30 387 N. SECOND AVE. _ F r UPLAND, CA. 9/786 _ o E .S'T'?EE`T i Jo� IRI /o/5 985-2885 Q ns St4# . C FROM ST,4 6 t34.// 7b STA /5100 Dw&.No. L.. 0:4 CE /778 _. JCeDME r1.AN SON. � ____._ �t F F T o f S ' '1 a tl / , r - f 200' v.c. Q16 40 t• r- w �g o rz � 2 0 a �d + o d1 � r t'tlTURE G+oN!tTltvcTtowt q N) f N Nv ki rN _ NZ r _ 200 ' % C. t' 7 � - Pt. W Q �IAPSNED SU�PFQCE U �, �- 2a so o z 21 f Fu 000 g Z Z N Lb e�/sx'rwG G�2oaes%o '� n > + @ ¢` u61 di to OP 13 OD - 8 f1 N Ex/ST/NG 6RAUND i V`9 + fn N TDP EAST CD�PEd Q fiQD 0 N a �_ Z t fo LPi r o 8 +I -+' °f�� - - Ip tai FvrvaE roP s4sr cu�t,� A,o >m Ori' tb _ Z T•23 _ til fn 0 m ♦ + Z 130 � N� 4 � / 0 + - Q _ 14 0 0 p - f V cif + sQ k�0 p a a �' �o / - _ J a t7OUPSL.E VF-tZTICAL SCALA f7 ZOF(LE SCAL&- , to = a' Ye2r. 1S IG i't t8 1°� 120 RAW 2 AIRS tar. I !(t.""P ,�0� ��D 49 ip�• M t 1 Z°>Q (•6 zy Gh• z% _ Qgfy. .r Mah.F i � / 1 COUST. D.204G.PYXf>'. F UTu QE FUTdPE CU.pB ' 566 GEdl Z/orE /G Ta MQ1 O S c a�2E;-:T , + 6(1776 P TYrl (AL SECTIQN SALE I"= 40' NJ SCALE. 6 1 Z 0 U d] 1 d >P f toJ 5 - d p �. � N • r N j ZO Tv QE Gots ,Mzu cno t4 (GASH DEPOSIT MY c/�) TURQUOISE ST REST - E CONSTIZUCTIOR NOTES Q COKSTRUCT 01M, # GUTTER PER STD. 11S Q CO NSTRUCT A.C. F&VEMEWT VER GE-9. NOTE 14. ® CONITRUCT A•C- FAVEMSRT THICKEMED evGE PEP- vvwL 9ATAl Q t04CTRvcT RIVE APPROA4{ PER STD. 4 ItS OG �ONSTQilCI' gAaRICADE tEQ STD. 305 t LUS F-,')r ' . �'O "T ,F SAN B 1 ��'AR'1)1NO PRE'PAREO DY J: Y G TR 4CT 9338 ✓.M.`✓IL SON. CIVIL ENG/NEER P FOR AND PROF/G E 0 LAN � ►�) 387)V SECOND AVE. t Q Pter.Oi I U, f Y ` c UPLAND, CALIF. 9/76G. -__---�JMW-Ra5 .Swig - TUI e Q UOI S E STREET F; L t N - 3 2 D E q f _ T E�'. R7�. D1�TE W16 ��T ��f�. Y ;�- �,. No• to AD Aq - i STA. /5,400 TO 5M 00 42¢8Z lW6 /7788 ROME M. W/�50/V - W f . .�•1'1-� SHEET Z o1 5 • yy _p('`I ,h t - � C VISIONS } !'t• '1 � It i ` � Fi �`.. r• 4'§ kf....=k Ik* -.-...... ..- _. _ - Cti4TED h+ (r. O8T5� 0 N 2OO' vC P/ = 94.64 CURB RET 3I.4Z'VC v 5 2110 UP/ =9162 U► W fit' Ley p O °I 4l 0q) r - O 04 k III {• 1. v a s RIO O w S 20L/ND L/NE e LT. CURB m �, N 0 �9 h b 4 a ,} TOP Zr CURB PROF/LE _ o N . T�fN G2q,DE a.eor A A O O� \1 t� •�.� -}-�•''`�M' 0 ��', � S`8 s IQ=0.50% .1 Zia S3 9�. off. 2090 o R' TAN G,PAD6.S;7- 0 � 20o' vc V W LO'!/C P/ =94.42 N� SN tY P/ = 9/.27 1Z v + =t'18.14 o.c. pt 0 + � O � o v X l(►'l b IN + m 2l00 ' aU GQOVNDL/NES m _ 041(1 le +s� � v +� �; r� a � _ PROFILE FINI SNm SURFACE N ° + i TAN GRADE S Bob' n M to til o` V1 N o + d 61 y, �► \ N N N ^ �` r N `I O ao OIra V. o &.Z.-2/1.25 2090 200' VC o T P/ to 7,4N G�P!!OE 4.7.T/ SEE Sar .3 + to j n 2 V.C. : �=t7- -.-i1' o.c. v �i + o 3/.42 =�1 8i r ^ m V by U * a c� � � v � a�rt9 � 6� ^ � Z / 00 + � n/ m 2 7z ty 6' ►� r Q _ p 4 6 Q�PDUND L✓NE �?J: C'URf3 p q 0 + oo q 0 M Q N TOP �Pl' l'UR,B PJP4F/L£ =`� + ` �'�' �► v og } � ' aQ w O �� z o V _ IP-0.49 0 = ZD 9O '� P'POF/LE Jr.5 TAN G,PADE 6.7 Io' d HOQ/ZONTAG /"� 40' L= 131.98'o.c. N flOu P�Lb VERT t cAL SGAL-F 9 io CURB CUQYE DATA a Q L T C0A15reUCT/ON NOrZ5 _ Q /2" 14, 11" sz 8.00' /Z4:29' 62.38' Q CbN5r. CURB AND 6UrrER Pz-,? 5m *115- 1-1 */i5 O2 /P° /4' //" 6 18.00' /3/•96' 62.24' CONST. A.C.PAVEMENT PER GENEQ4L NOTE/4 O 77° .S3' 4V 302.00' 4/0.57' 244./0' Q CONST. CROSS GUTTER PE'R sm *//9 4O 32' 49' /7" 3 38.00' /93.42' 99.55! ® owgr 2¢",ezea kma PER�S'TR /l° 3o/ O5 320 46' /9" 338.00' /93.33' 99.39' �QQ Zo a" ' 9s4 a 9 CU,QB PFT DATA ��� 3 X5.6 9' ///.50 ' h 97• ' 4 = 77'Z3' /9" Y 3 6y`3/,24 iv R Z6 P,� L e 27.0/' rg T _ /6.OZ' Ilk 0 S9BZ �Q` Q 94.82 3 0. /0 SEE SHEET Np.� 4 77/�QQIaO/SE ST,QE£T Cd�PB �2ET. DATA p v Z ZF3 ¢ A 900 _ ? �p to 0 `22G.8tiC '60-19" B)50 �p 5 3 \ d\ 32. 9 33 .33 3°4z' k a 2 j } 3' 7 3 x� 30 S� lb E1 /0 N o //o.so '�'�r CURB RET DATA o \ N 8 29' G g Q' a _ 930° 2/'30" 5E w iG I rP _ 20' 9�5 63.00' so.oi' 9/.72 o � a35� S L = 32.39 W ,, cF 7 Z/. Z/ 0 �<- 0 0 9 � �� �• 'C 4 � � 19 5I ^1 N- 13 - �C O+pO 11 ¢' 63.00 ' //2.95' LLO VAY • 8 CU�PB RET. DATA Z A = 9o° R 20' T - 20' r, r0 ' v�ac..!�.S �s -co.zS' � P,cEP.v,C6o By: .- .. __.. _ ,. ._. ._.. .,..., .. -. .-. ..... ,.,.. - . - .. .... - ._ . _ T,C��4CT" • F ! Ad VII VVCIII(AS 111U T) &C, t t 4.18'� F� :�� _n �� , .'`r� .._ � ..� J.0. AN50/ ClylL EN6111-E� • PLAN AND PQOF/GE FOR 387 N. sc -cwD .4 LAG. 11P1-,4ND; cA. 9/7a� ..._. _ _.__. _ _.. _ !✓_Ras AAs t GALLOWAY 5MEET' _ _ �.,._ _ e._. . _ . _. _ _ OD (7/ 9B5-ZBQf 5„pF',itED etiQ.� CCE _ _ _ `:�F2 �� _ FROM TURQUOISE Sr. TD STA. I0t00 `• 1 , f? A Y Ahl _.. JE2b�E M. va SON 1 � r' l 1 - .C C• P.- K � J b TE ? 70'1 " 279. 6 4' VC Pi=9S 6.3 P.i. - 13j5.1>2 32,5� C 1=4100 t= 98. 62 tp m vo C�2) /L '�2JtA ' 100 14 VU Ws ,lyz A/z h '6/¢ N a/4LA k co m N OE o: ` P/ =82,38 v h \ N �y N TAN GIZRDE ` O =/•7/% N N o, w 1090 4'?VZJND LINE 6F Lr 411A35 2130 o. lOpp qQ CID �1 N N 40'Yc MP LEFT CURB^�&OF7[E j (� h i. ap VC V \ 6wll D L/NE O LT CURB 8a 2 MP[EFT MPB O,MAZE V 20 , k Z/ 20 V N61 Na0 " ,lb %shn uno s 00 NZ 40 Itec D 70 P/:42,09 6'ROUND 1/NE 8 ¢ TAN G,PADE-1.85 G�POlIND UNE � � 2130 , c t • Z TAN 6rADE W q 0 PROFILE FIN/SHED .5✓'PF,4e-E X313 0.5390 c !0'0 200)0 Ap Ig a a 279.6 'vc o, n o a w P. = 155.92 t:. ON � \ N V � O to IraMEFtN/546W SU,PFACE (V ` h O 14 d� 412 r' 2 /20 '. v 1'2 41.10 t� P8.C.2 0 `L � �' ��• 2/00 til , Z v V k01 �� M d/2 �Z ' Y4- m al4 b "� �0 20 96 a� N U � m om o N 6'0°� so C h� � � R•��` 2130 �' N 2090 Qi ti �; TUP,P/GHT CU,?B/,�aflLE 2070 FE4771ER OVER EX/ST. p a S 8 p'• 6RDlJND L/NF RTCl/Rt3 O ti 14 � N IN. oti b° 4InIN � Ja 'L01 n GROUND LINE @ RT. CURS PPO) /LE el 20 O lllJ,Q/ZONTAL /' = 40' 70,, A lUP6 PZofIGE 5• 1/ERT/CAL /" = g ti 0 p/o x,/02/ZONTAL DOUBLVERTICAL IMAL rx g b h o aou8la� VERTICAL lftAL.E v /O Il /Z I3 /4 2070 �'0��p P 3 4 CURB CLIP VE D47A CONSMUCROAl NI d R L T CONST Ca2B ,41vo GUTTE/Z PEQ STI& 01//5 Q 50 2/'27" 538.31' Sl.90' 2.S 97' 000T. A.C. P4VEMENTPEQGENE) I NO 410 24' 35"' 5 7. 00' 41.20' Z1.54' CONST. cPOss &UTTER PEe STD*//9 L Z 262° 49'/0" 43.00' 197. 24' Q 22° 1-6'00" 418. 00' 162,32' (52.20' Q /8` 37'ZS' 382. 00' 124.17' G2,64' 4S° 40'2 7 ! 82. 00' 145.19' 76.7/' Q 35° 41'S0" 216.00' 135.82' 70.20' , 20 la , �x CUP& RFr DATA 4 � a R - ZO' ►. Q @ L .32.59' 95.9 T = 21.21 ' q�•►•�' 96, t7 1 -ee 1�4. , Zs�4 O v to Qv \: 13?a <5- N N 1 opt W vy 82c s f f „t F l � p9.91 f CUQB,PET DRJA CUQB R6T.D.UTq J� 9/°/2'48' .6 o 11 ♦ c m W� 77623'19N - - - WWW — oo N \ ' y9t 80, 091 p� - 20' P R 2 R ��' $ 9 x o / � ,� m� 3 �`�` a`1G Z 3 9• 6 � b;�F L = .3/.84-1 M o \�°+ ti� f I \ Zl• tF I.� T T 20.43 T N ti � 2 ���� 1�Is CU/��3 •QET DA7';1� � r � 85� a = T9°20,54" 1 8 a 3 I ,Z87-50' 3���4, 1 g"CF k�yj ~`n �• p 3 e�n CURS �eEr DORM c'- q � CUQB,PETogr,4 7.36 ��• /s �. O < L = 27.70' o � �2 0a - 90' s A - 90° s3 T 16-69' /Z + R = ZO 8 ,Q a ZO V1 L 3/.42 L 31.¢2 - m� �► sC L i T = 20' nVi N T = ?p' o y s Cr A E 1"=40' o' /2 12, /B o ��l SHEEt ND' S z ,8 5EE PEARL stRErr memo APPALOOSA 57"I'T { I r t PQEPAePEO BY a. . 4 a F. O U N Ii Y Of 'S/ N IFE N A°-.D J SEE S/,�EET i!/0. 5 T 93 8 - - -- --- i.m.. W/L SON, CIVIL EA 6INEE,C' _ . ..___ __. __ ROAD D � '1�°:�` f . � �` r A�P� AND h,PO�LE � } _ GA L L aW Y 5-11<&`�T f_ _ FOR � SCIICE: /"_¢O' - 987/11. SECOND A1/6'. .�F k� UPLANDS CA. 9/786 _... _.._.__ _ _ . ._ _ _._ -- _ -WW PA'S �5 CALL WAY STREET srA lof0amE, o (71 985--2885 _. a AEA,PL .5RVE T- T . ofo w sm. 2G No• 632. E — -- � ?y E' s A o w ,PONE i•I !J/L SON r t DATED ! 77 4�,4 F . r � s L= /76.80 P•!.:/20.03 1. 82.43 ti L• 89.40 31.4x' 3T 42 Y.c. L c 29.00 V e+ d/1 Z/2. Q k P.L'I I�.22 �2 �2 \ i Q'j VC ,t 4i v 2/30 9'z /2� �• Q ` v �, cS 0 v a �,� N n N h N TOP LT• CURP3 PROPILF IS, ti a h o h GROUND LWE &OLT.CURB ti m O ° roP LT. CURB PROFILE 2084 O 6RDUND LINE a LT. CURB W Z0 54 o,ao /. 0.401 GROUND L INE LT. CURB N ti \` m ~ rop LT. CURB PROFILE _ W S s o ?�Zi 212D -0.46 21'10 2080 1�N GRADE /1./Z /. SOX O• / 2/70 0.5n S6 0,30/. 212D 7I SPAD-e - 4.00/o tAN czanvE - 5.x.0%. 2076 4e. Vc. ZI 14 vi.= ez.ss 2114 IQ 4c 7s• y c. Lr 38,92 L= 58.86' 4.1' h P./.= /19.48 h'k W ,W1 2110 W p H CS L` •tik O b 4?WIVD LINE ^ �`! Q O ti �° O hV +i $ '� 7. 0 y. U O P�POfIIf FIIY/SHED SURFACE ¢ ° a PROFILE f/N/SHED SURFACE40t N q� ID84 � 20 B4 ti a , nr o qj p 0.40'/0 h H ^ PRdf/LE'F/N/SHED SUR75ACF iP ; N b k AM W 'LIZD 'IOBD ATH�i� ov�R 2080 memo 2/ZD O•e4'L 2120 - GROUND L/NE e p.SO/. -e.4py, IAN GRADE 4,/3% EX/Sr ILL F/N/SHED SURFACE if CROWN UNE mN GRADE /.8/ Y. FEArHtA OVER E'X/Sr. TAN cacoE s.�a% � 1074 4 .31 V.C. ai 82,74 1p �c `W L:/76.BO 27.70 h �q • � L= ss.� ?IID 2110 Z//0 o'�c. N °h +sl,a2 � �► 44.92' V.C. � (L ^ � O1n� a1 c.u. + N V 59 �^ p O�c . c; '" "' "' o ao. V 0 ti 9Z In N Opp ^ � �y� m �0 `1 R1P RT. CURB PROls/LE h ZDa6 v. IRA h h 0 N + 9, d/Z - o � ° o o,ao% _ v.ao7� t� cv h 'h�' A t9 °t CRO41VO L/1/E$ RT CURB �� Z h h Op 1Z7P Rt CURQ PROF/LE �f o• a� �8D dQDUNO LINE � RTCURB N. � 2080 t7 Z/ZO \ \ \ 0.50'/• 0. 50'/a �• N n �tl �p N 2126 ` Mo RT CURB PROF/LE ,� TAN 6'RLIDE 6.99 ye lapbuND L/Ne B RT, CURB 212D -o.4� vo -0.46 y'21'LO // `TLtiPi GSLADE 6.04+•1. ' tv --- MV GRACE 5.48% - • 4A10 21/0 pOVBLE VER'TiGAL, rC'A►L.� DOUBLE VE;rrlCA- GCAl DOUBLE V'ERTICAa. 3CAtfi PROFILE 2c10 PROFILE 4.110 PROFILE NOR)Z�ONTAL. i"= AD' HORIZONTAL I"= 40' HORIZONTAL I"c AO' VERTICAL_ 1" _ $' VERTICAL 1"- 8' VERTICAL 1" = S' I 0 I 2 3 d I 2 3 o I Z �RO1'{/N CINE CURVE DATA A I* 394310Z" X- 394•.5' Z, 38.92' Tr/9.46' CU. 7B CURVIG 16ATA CDNST,Q(!c'7TO/V�OT�S; A2% 44•68'4e" R+ Iso' L• se•e8• r,slos' c+ X4.29 L T Q CONST. CU0 3,oND GUTTEP,aE� a4+ 130°04'07"R-43.0' L+1/2.43 /7° /8' 30' 582.00' /75.8/' 88.58' 2Q CONST 4,c P,41/EJ' Air PE,e 6ENF/ZAL NOTE"/,�" OZ Z6° 20' S6" G/6!K7' 2.84.20' 144.GG' -C'flh/5j 2 `r$�flC� 0 64. 37' 2.?" 57.00' 6429' 34.0.5' scaLE i"r ® 235°43' �"7" ,43.00' /74.9 3 / `G• 4 - Z �` \�� 'I •� v _ rAQiEs v N� IZoheF� �j 5 , 4. 33 r� N Q /7 , 3 / B g CUQB RET DAT<I W 8 �? �q J o, • b CU2B,EFT. DATA ° o ti ti 6 = 90 ! 3 • V W h = 20 N Roy+j/� \a° _ P-0 { Q ' t h' O p _ r h ' W L = 31.42 0 �c c4.c �i L - 3/. 42 6Z• 1 Dii X55 2.9 �I T - 20' L = 3 1.84-' h h •Q T 20 4, s s hi. + i 48 T = Zo.43' /.59.S9 ° W � � ef1 I /67.00 h Q 8 �o f 231 4 91 B>�Fperc / II'Z1 cf O Z�� �� ---- c 8• nQ ` I • g ly 8 Fid oo' - �3a SL qyt�. h h op 2 N /8 h t 1� T�JQ 11435 69. 98' 89.21 Z6 ����L INN \ (�f RL t ?0 N 0 Pati - It1� Ot 4119 ! 3 1 �G 2.9E� W IZ 92 3 � � �• I ! GF DO tri II •.�F 9 ,cf ��' Gi V 8 Z 7 0��0 CUiPB 267.DATA ( 6 7 ap q'j 6162 ° J CU�PB ,PFT. DRTA �' R _ 9O, 30 -30' m CUR8 ,e-r. 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