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CC - Private Street Cross Section m E SF� 0 Ylr} o a_ 10' UTILITY 26.00' PRIVATE STREET LOT 10' UTILITY 970 EASEMENT EASEMENT 20.00' 5' LANDSCAPE BUFFER 7-14-20 v 25.00' BACK-TO-BACK I SEE PLAN n� �TF0F�OP��Q� 12" TYP. 2 1/2" ASPHALT PAVEMENT U I 2 1/2" ASPHALT PAVEMENT L I 2% 4" OF COMPACTED 3/4" I —� J CRUSHED AGGREGATE CURB AND GUTTER fn cn 2' BASE COURSE SEE NOTE. D ' B ' ° Qf O 2% 2% 8" THICK CONCRETE ����/� / c m a a a a a ° a a a ° RIBBON CURB (TYP.) 0) j_ ° 4 4 a4 a4 a a4 a4 4 4 10" OF COMPACTED 3/4" � C U O O O L. CRUSHED AGGREGATE r 1'n � °� BASE COURSE u LIJ F- 0 c 00 z \/\\r\\r \r\\/\\/ kD o COMMON DRIVE TYPICAL SECTION 5 "' " 'u 00 '^ � 14" OF COMPACTED 6" w w @j o wMINUS PIT RUN SUBBASE SCALE: NOT TO SCALE C7.0 M p E w M Q ro z COMPACTED SUBGRADE L- w °' r U V) NOTE c w a_ 1. INSTALL 6" VERTICAL CURB AND GUTTER PER ACHD SD-701 ADJACENT TO ALL COMMON LOTS AND x LANDSCAPE AREAS. w 2. INSTALL 3" ROLLED CURB AND GUTTER PER ACHD SD-702 ADJACENT TO ALL RESIDENTIAL LOTS. O w o PRIVATE STREET TYPICAL SECTION I w SCALE: NOT TO SCALE C�-o z c� O o U uj J O z O U I Z a M :2 2 1/2" OF SP-3, 0.50 INCH U) (1/2") MIX, PG 58-28 w o w N z z cn w = 3' CONCRETE VALLEY GUTTER J w a a a a a a Q O ASPHALT PARKING U z ( 4" OF COMPACTED 3/4" = ASPHALT 0 4 a4 a4 a4 a4� ` CRUSHED AGGREGATE ROADWAY BASE COURSE oLu G � � � � � l ° ° ° D D D$ D• D ° D o D• • D• D • ° ° ° a4 a4 a4 a4 14" COMPACTED 6" DESIGNED: C. GRAHAM 4 p MINUS PIT RUN SUBBASE / / / ° ° w ° ° ° D ° ° ° / // \///\//� DRAWN: C. GRAHAM L i//j//j//j//j//j//j//j//j//\� /\\��\��\\\\i� /\ /� �i , /� CHECKED: C. GRAHAM Ld Df CRUSHED APPROVED: C. GRAHAM AGGREGATE BASE //\// / / / /�\//�\//�\//�\ COMPACTED SUBGRADE o 0 PREPARED FOR: 0 0 3' CONCRETE VALLEY GUTTER 3 Cl 7 LLC TYPICAL ASPHALT SECTION (LOCAL STREET) 2 SCALE: NOT TO SCALE C7.0 4824 W FAIRVIEW AVE w SCALE: NOT TO SCALE C 7 0 B I E, ID 83706 z a U J J ('V Y O O w z J_ z U O O \ v)Ld (� Ld MAILBOXES PER OWNER. Q z J 0- INSTALL PER MANUFACTURER'S � RECOMMENDATIONS. MAILBOXES PER OWNER. INSTALL PER MANUFACTURER'S Z) W = RECOMMENDATIONS. (/� Q W z Q C ° p ° G ° w p D p � ° ° B ° ° O F p D Q z o p p° ° Q L o Del D D Q O ° °p W D P D ° J ° ° p ° ° D D ° Q ° D ° D °� D DD D ° \W\ J p D ° p p � ° 12" - D • ifl ° D D' ° B D ° DD 12" / Y ° ° p p ° CONCRETE PAD N ° ,e D D ° D ' o ° U o ) O ° ° w I 27.50' 27.50' F i' J PLAN VIEW PROFILE VIEW CONCRETE PAD U O N MAILBOX PAD DETAIL 4 CSW PROJECT NO. 19013 SCALE: NOT TO SCALE C�-o DRAWING DATE 07/14/2020 C� w 0 CTO