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HomeMy WebLinkAboutPP-23_Roadway Sections E IDR !A , o,+�o APPROVED DATE: 01/I3Izo FILE NUMBER:a 024-owe W Z O PROPERTY LOT C/L LINE 25'RIGHT OF WAY R/W POWER TRANSMISSION POLE PL (FROM SITE PROPERTY LINE) 40' 17' MIN. SETTLER'S IRRIGATION EASEMENT BUFFER 3' (LEMP CANAL) PAVEMENT WIDTH GRAVEL SHOULDER 10' ± 10'± 12' 10, --15, EXISTING PAVEMENT 9' BUFFER 8' 2 IRRIGATION ACCESS ROAD; 2' ` PATHWAY LANDSCAPING � (WIDTH VARIES) BORROW DITCH (WIDTH VARIES) MIN (LOCATION VARIES PER PLANS) I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II III III III III III III III III III III- I III III III II III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III ' III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II ' - III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III =FUTURE BACK OF CURB -I -I -I -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III III III III III III III III III III III III III III III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III -' I I III III III III III III III_III—III—III—III—III—I —� —' —' —' —' —' —' —' —' —' —' —' —' —' —' III-1 I I III III III III III III III III III III III III III III III I III III III III III III III III III III III III III III III III III III III III III III III III III III III III-1 I I- -i _' ' ,_III-I 11-1 I I-1 I I, I I I I I I I I I I I I I I I I I I I I II-III—III—III- 11—I I I I I I I I I 1 I ,III, ,III, ,III, ,III, I-1 I I-1 I I-1 I I_III—III—III—III—III—III—III—III—I 11—II I—I —1 I I—III-1 I I_III-1 I I-1 I I-1 I I-1 I I—III-1 I I—I 11—" '—' LEMP CANAL 60-IN RCP (LOCATION VARIES PER PLANS) COMPACTED SUBGRADE W. McMillan Rd. - Roadway Improvements 2 m 5' C/L II5-II--II1III—__=' C/L 1IIIIIIIII--1I—II=_=II1 II IIII--II III—__=1I1IIIIIIII---III-_=I1 II III--III—__=11IIIIIII---III_=1 III III--III—__=1III III---II_=1 II II--III—__=I1IIIII III---IIII=III III--IIII—__1I1IIIIIII----III III III--I III_IIIIIIII---III III III--IIII_IIIIIIII--_III I II III—IIII_IIIIIIII--IIIIIIIII—III_IIIIII_III III I—II_III.I--_IIII III III--I III__IIII II---III0I I II IFIIG--I III=_CIRIIIIUIII A---IIII RIIIII6III--I III_II=IIIIIIIIII---II II-III III---IIII�_IIIII�IIIII� ---II II-IIIIII--I II�_IIII�II II�---II II-IIIIII--I II�IIII� II�---II_II II--II�_II� II�---II_II II---III�_III� III�---I1 II-III 1III---III�_1IIII� III�----III III .II_--III� III�IIII�----I III__III III---III�IIII�IIII�----I III III III---III� III� III�—III_III III--III IIII IIII----IIII_IIII IIII----IIII IIII IIII---III_III_III----IIII IIII IIII----III_III III----IIII IIII IIII----III_III III----IIII IIII IIII----IIII_IIII IIII----IIII IIII_IIII----IIII_IIII-IIII-----IIII� IIII' IIIII----IIII_IIII IIIIo----IIIII IIIII�IIII-----IIII_IIII IIII----IIIII IIIII IIIII------IIIII1 IIIII IIIIIR/W IIIII------IIII1 IIII1 IIII1----IIIIII IIIII IIIII-----III_III III----IIIIII IIIIII IIIIII------IIIII IIII IIIII----IIIIII IIIIII IIIIII------IIIII IIIII IIIII----IIIIII IIIIII IIIIII------IIIII IIIII IIIII----IIIIIIIIIIIIIIIIIIII------IIIIII_IIIIII IIIIII----IIIIII IIIIIIIIIIIII------IIIIIIII—_IIIIII IIIIII----IIIIII_IIIIIIIIIIIIII------I IIIIII_IIIIII IIIIII----IIIIII_ IIIIIIIIIIIIII------IIIIIII_IIIII1 IIIII1----IIIIIIIIIIIIIIIIIIII-----IIIIIII—_IIIIIII IIIIII----IIIII IIIII II---=I_I_�IIL—I-_I I�I-I_I°I 1—a1 I°Ia I I�—II_II�II—IIIaI II 4I—III_I�0 II'I'—II`IJII aI—I I_.I°I.I<I—II aI II I_a°I I°-IJ°I_a I°I��I--IIIII------IIIII=_IIIII IIIIII---IIIIIII_IIIIIIIIIIIIII------IIIIII_I IIIIIIIIIII---IIIIIII_IIIIIIIIIIIIII-----IIIIII_IIIIIIIIIIII--- IIIIIIIIIIIIIIIIII-----IIIIIII_IIIIIIIIIIIIII---IIIIIII IIIIIIIIIII-----IIIIIII_IIIIIIIIIIIIII---IIIIIIIIIIIIIIIIII-----IIIIIII_IIIIIIIIIIIIII---IIIIIII1IIIIIIIIIII-----IIIIIII_=1IIIIIIIIIIIIIII---1IIIIII1I1IIIIIIIIIIII-----IIIIIIII_=1IIIIIIIIIIIIII---IIIIII 1I1IIIIIIIIIIII-----IIIIIIII_=1IIIIIIIIIIIIIII---1IIIIII_1I1 IIIIIIIIIIIII------IIIIIIII_=1IIIIIIIIIIIIIII---1IIIIIII_1I1 IIIIIIII1 IIIIII------IIIIIIII- 1IIIIIIIIIIIIIII----II IIIIII-IIIIII IIIIII�- I—aIi,JI a I aI aI I—I a�I °a�IIlI IIlII IIIII-----IIII IIII IIII----IIIIII IIIIII IIIIII-----IIIII IIII IIII----IIIIII IIIIII IIIII�----IIIII IIIII IIIII----IIIII IIIII IIIII-----IIII IIII IIII ----IIIII IIIII IIIII-----IIII IIII IIII----IIIII IIIII IIIII-----IIII IIII IIII----IIIII IIIII IIIII----IIII IIII IIII----IIII' IIII' IIII----IIII IIII IIII----IIII IIII IIII----IIII IIII IIII---IIII IIII IIII----IIII IIII IIII ---IIII IIII IIII----III III III---1III IIII IIII III I1I III�— - 1 1 1=I P L 50' RIGHT OF WAY SETTLER'S IRRIGATION EASEMENT 45' (LEMP CANAL) NAMPA MERIDIAN IRRIGATION EASEMENT 17'MIN. 3' (CREASON LATERAL) PAVEMENT WIDTH VEL SHOULDER 10' ± 91 8' 5' 2 EXISTING GIRR STRUCTURE EXISTING GIRR STRUCTURE EXISTING PAVEMENT BORROW DITCH BUFFER PATHWAY (WIDTH VARIES) IRRIGATION ACCESS ROADr -7 i7-7 I—I=—rI, FUTURE BACK - - - — - - - - - - - - - - - - - - I I I I— I eI 1 1 1- 1 1- 1 1 1 CREASON LATERAL LEMP CANAL EXISTING 48-IN RCP EXISTING 60-IN RCP COMPACTED SUBGRADE N. Black Cat Rd. - Roadway Improvements 1" = 5' R/W C/L R/W 22' 30' 22' ACHD EASEMENT RIGHT-OF-WAY ACHD EASEMENT 1 26' IL ROADWAY SECTION cc 10 10 10, 10, 10, 10, SIDEWALK SIDEWALK PUBLIC UTILITY EASEMPUBLIC UTILITY EASEMENT BUFFER TRAVEL LANE BUFFER ENT _______ = I =_______ - _ - - - -=-=-- I - - — __ I I 1 1 - I I _ _ I I I I—I �Oy 0 I I I _1 1 1 1 1 1 1 1 1 1 1 _=I I I I I I I I I I I I I I I I I_ _ _ _ _ _ _ _ _ _ _ _ _ I I I I I I I _ I I 1 1 1 1 I I = _ = _ _ _ _ _ _ _ I I I I I I I I I I I I I I I I I I I = = = = = = = = I I H 1 1= = = = = = = = = = = = 1 1 1 I 1 = = = = = = = = = = = = = — 0 I I I = =1 =1 =1 =1 =1 =1 =1 = =1 =_11 ==_11 == 11 ==11 ==11 ==11 =VERTICALC VERTICAL CURB&GUTTER -= =URB&GUTTER =_ — —II aM633EEg 1I IIII III—_-_I IIII=;11,IIIII IIII_—_--_—=I,III==1IIIIIIII--_-_I IIII_11,IIIII IIII_---_--I�III==I IIIIIII--_-_I IIII-11 IIII—IIII—IIII—IIII_11i IIIIII IIII_---_—=II III—IIII_11I IIIIII IIII_---_—II III—IIII_11I IIIIII IIII_---_—II III—IIII_11I IIIIII III—IIII_11I IIIIII IIII_---_—=II III—IIII_1I IIIIII IIII_---_—=II III�—IIII_11I IIIIII IIII_----_—=II III—IIII_11 IIIII�IIII_-----=I�II— _ 1IIIIIIII—_—_-_I IIII=-11 IIIII IIII_----_--I III==1IIIIIIII—_—_-_I III1=-11 III1I III1_----_—_I III==1IIIIIIII—_—_-_I IIII=-11 IIIII IIII_----_—_II III=—T1III III—_—_-_i IIII=-1I IIIIII IIII_----_—II III=—�1IIII III—_—_-_I IIII=_1I IIIIII IIII_----_—II III=—�1III-I III_—__--_I IIII=-1I IIIIII IIII_--_--_—II III— III— III—III=1I IIIII III_--_--_II III— III=1I IIIII III_--_--_II III—III= =— _ _ _ _ - - - — _ _ _ _ _ _ _ _ _ _ _ — — _ _ _ =1 =1 =1 =1 =1 = = 1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 = = = =1 =1 =1 =1 =1 =1 =1 =1 = =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 =1 = 1 I- III IIII I1 I1 I--_-IIII IIII III -- _ II II Js9�z� q��0�1 TO F Ns 5O Aw FL6 . �G�F8E�P 1 o. �cc ccCOMPACTED SUBGRADE � � _ MC)0 W. Grand Lake St. (Collector) - Typical Section Lo c co zl- 1" 5' Revisions 1. AGENCY COMMENTS-08.22.2 �02 4 2. P&Z COMMENTS- 11.19.2024 R/W C/L R/W R/W C/L R/W 7 I4 ' 8' 19, 4 ' ACHD EASEMENT RIGHT-OF-WAY ACHD EASEMEN LANDSCAPEEASEMENT RIGHT-OF-WAY 1 1 10, 10, 33' 331 PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT ROADWAY SECTION PUBLIC UTILITY EASEMENT 10, ROADWAY SECTION PUBLIC UTILITY EASEMENT 2, 5' 8.02' 2 14.5' 14.5 2 8' 5' 2 10, 8' 10, 14.5' 14.5' 10' 8' 9' SIDEWALK BUFFER TRAVELLANE BUFFER SIDEWALK BUFFER SIDEWALK BUFFER 2 TRAVELLANE TRAVELLANE 2 BUFFER SIDEWALK BUFFER 1 - - - - - I I I I I-I Nr_ _I _ I_ _ _ _ _ _ I _I I _ I I I I I I I I I -----_--------- —_ _—_—_—_—_— 13 I 13 I I I II_ —_—_—_—_—I_—_—_—_—_—_—_— — —_—_—_—_—_—_—_— DEWALK EASEMENT I I -SIDEWALK EASEMENT 1 19/2 24 —_—_- - -_—_—_—_—_—_—_—_—_— I I IROLLED CURB&GUTTER — —_—_— ROLLED CURB&GUTTER ROLLED CURB I I I I I I I CURB (DRIVEWAY I_ - - _ - - I I I I I :I I I I-I I I—=I I—=I I—=I—I Project No 123200 Date of Issuance: 5.17.2024 7 -7 M_ _ Project Milestone: Preliminary Plat COMPACTED SUBGRADE COMPACTED SUBGRADE Roadway Sections (:jyl I- I = �� 1 =8 Local Road - Typical Section Parkway - Typical Section_ 34 c 1" 5' 1" 5' PP=23 ��o