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NIS DESIGN 15'IN P-MEN,1 8' RICK, BE APPRINED.1 TRE CITY IRIAN TO GGRSTRU.- N1. I SWEET].'�'%I A I X.G.. P 2.REFER TO-CAL P-ENT 2.�,ERE FULL DEPT4 AEFRAILTIC-FETE PAVEMENTS ARE DF I I. I.M121 -mi"I I %GRID.-DR.LGINCITUDINAL N,IINIIIRUI�REI.1�1 11�UIENAI Al IORCXETE F 1 4.0 11 " 1 11 1 1.MIN. Nr AS CR'. EIASED A. NECESSARY EUSCRAGE ANALYSES AL"S ARD PAVEMENT NICKINESS DESIGN DETERMIN YDI AS A 11 11.1,THICKIESSED STP-ARE TYPICAL. TYPE"D"-MINOR ARTERIAL OL APARTMENT,COMMERCIAL&INDUSTRIAL) DUPLEX, REINFORCED CQNCRE`I[ PAVEMENT J.TAQ. AT BETWEEN COURSES AS REQUIRED. TYPE"E' COLLECTOR(C TYPE F LOCAL COLLECTOR (SINGLE FAMILY.D GR211D COMMERCIAL&INDUSTRIAL) TRANSVERSE JOINT SPACING 7R-2-.6-0' > 50' R.O.W. 100'FOR CUL-DE-SAC ASPHALT 1AIN ui PROPERTT I-Ril------ (_SECTORS ONLY.SLOPE G� A FOR G-.- ALTERNATE REVERSE 6. ACCEPTABLE NOT TO EXCEED '--R- -.E-B.0 �,JnNL DE-S A BlE.M..1 CITY I I. C;PA CRI ,-;Zl-i-AW 3 UI A A -1-14 6'OR AS SPIECIFED 81 GITY. GRZ. I/�p, EVA ,%L- ++ BARE.-I I OCAI RESIDENTIAL AND FIR'LANES c7s.BOTH-1. .1. FAME OF a) AA.. `ASPHALT PAANI-1 t t t- 2 YX--- _IE�11.11 I IN X NNER CURB FACE OF Q.-B.,-,-'-T. NUE1,.-E OIX,.1. TXUl x�GUIORGCMGW III RC 1oowrtD XAUE 7,4-�EUI N -�,LS_-A-GF N. A", IY� X AZT' AT -R.B F -III-T- --AX ON A.A PLAN xAs C MIN. C2�80AES =1_1=YA1T..- PAVING DETAILS PkA? i LU.-TWE T'ITEF-TY As IF .ETE BLOCK-OUT UNIT IF NOT �A T A M.,ANWIUPTI� • NONOUNIC WnBn BAR DOwO, A REIASIONS DR/P�- GA.11 ON T=AUL C WEIE COMMEAR.--- I (.0 160 M PABE=3 OU 8 BY = --i-.�-A. T AMWI-WE.0-.U­.L III WTII �R BI r"XN UI�X, -1 11 PAYNI RE F__ XTA iS.GF"..) "A % LL 402"..TRI 11 CTa DARE NOTE. S T R�E E T -D TAR T.'A B, PAR.-L ME-P-D SECTION A-A ON S- U." 'E I A I"I I All DO DRIVEWAY DIMENSIONS AN.113CARM­-"" SRI BE .!.IT...'A IFROY, SECTOR 20-11 OF THE CODE OF GRORRAN111 PLAN ME CT I.T.S. REINFORCED CONCRETE PAVEMENT REINFORCED CONCRE-TF PAVEMENT DRIVEWAY APPROACH - RAG'IU-'; RETURN TYPE '7R':l 5-0 TYPE "D", "E" "F" AN' "GI' STRUTS VALLEY FY GUTTER ±EET.�. GR2031 CREATED,L11111A0