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CC - Private Street Cross Section o R/W R/W 55\OVAL F , m 55.00' PUBLIC RIGHT—OF—WAY 14' SIDEWALK I �oV�G le- NsFO i 1' TYP EASEMENT 16970 a_ 53.00' 1�-12-21 R/W R/W �'� O v �p 21.00' 11.00' 21.00' 8' PLANTER 5' SIDEWALK 10' UTILITY EASEMENT pp 9TFOFP� Q� 2-1/2" OF SP-3, 0.50 INCH I BOTH SIDES TYP. 30.00' PUBLIC RIGHT—OF—WAY 14' ACHD I ��NiVE L I (1/2") MIX, PG 58-28 � 6" VERTICAL CURB 1, TYP SIDEWALK EASEMENT 6" VERTICAL CURB AND GUTTER PER 4" OF COMPACTED 3/4" 28 00' 0 ACHD SD-701 TYP. J CRUSHED AGGREGATE (NO GUTTER) PER BASE COURSE ISPWC SD-701 A V) I I 14.00' 14.00' I 8' PLANTER 5' SIDEWALK 10' UTILITY EASEMENT y T/0 2% \//�//\�\ a 29 /. / BOTH SIDES TYP. f— ° —► \\��\/.\ /� 2-1/2" OF SP-3, 0.50 I INCH (1/2") MIX, PG 58-28 6 VERTICAL CURB PER u � a a a a a ° a a a a 2' FLAT AREA BEHIND 4" OF COMPACTED 3/4" CRUSHED ACHD SD GUTTER TYP. > \ \ \ \�/�/�/� \� \� \ SIDEWALK, TYP. AGGREGATE BASE COi 1.5% \//�\/j�\\/�\\/�\\/\\\i\\\i \\. i\\r\\/\�/\ /�/�//, f� rr 11f n L 0 5 THICK CONCRETE OVER 4 \///7 ' 1O CO ' z 10" OF COMPACTED 6" OF 3/4" AGGREGATE BASE ° ° ° ° ° ° ° X 0 c � 2 FLAT LANDING � c � O MINUS PIT RUN SUBBASE EXTEND BASE AND SUBBASE COURSE PER ACHD SD-709 BEHIND SIDEWALK, TYP. Om rn N 6" BEHIND CURB TYP. / / / / / / / 4 4 p O @) o COMPACTED / / / / / \/\ \/\ / / / w SUBGRADE \/�/�/�/ / / \ /\/\/\�/�/�/�/� 5 THICK CONCRETE OVER 4 \/\\,\\r\\ , OF 3/4" AGGREGATE BASE ro COURSE PER ACHD SD-709 fo 53' PRIVATE STREET SECTION AT GUARD SHACK - STA. 18+84.45 TO 19+63.45 1 10" OF COMPACTED 6" EXTEND BASE AND MINUS PIT RUN SUBBASE SUBBASE 6" BEHIND SCALE: NOT TO SCALE C9.1 CURB TYP. w COMPACTED DE X 28' PRIVATE STREET SECTION - STA. 1 9+98. 1 3 TO 25+28.48 4 w SCALE: NOT TO SCALE C9.1 0 uw R/W R/W ° cn 52.00' PUBLIC RIGHT—OF—WAY 14' ACHD SIDEWALK EASEMENT z 00 50.00' I ( I 21.00' 8.00' 21.00' 8' PLANTER 5' SIDEWALK 10 UTILITY EASEMENT U) o I 2-1/2" OF SP-3, 0.50 INCH I I BOTH SIDES TYP. R/W R/W z o (1/2") MIX, PG 58-28 6" VERTICAL CURB 34.00' PUBLIC RIGHT—OF—WAY w AND GUTTER PER 6" VERTICAL CURB I a ACHD SD-701 TYP. 4" OF COMPACTED 3/4" CRUSHED (NO GUTTER) PER 1' I u AGGREGATE BASE COURSE ISPWC SD-701A I 27.00' 1' w 0_ ° z 2% /\//�//\/\ 29 / / 10' UTILITY 13.50' 13.50' 5' SIDEWALK 10' UTILITY w EASEMENT EASEMENT � Q 2 1/2" OF SP-3, 0.50 INCH I z (1/2") MIX, PG 58-28 a Qa a Qa Q4 Qa Qa a a 2' FLAT AREA BEHIND I '� SIDEWALK, TYP. 4" OF COMPACTED 3/4" CRUSHED O / / / / / 3" ROLLED CURB AND AGGREGATE BASE COURSE o \ \/\/\/\/ \\ \ .\//. //� , ,\ \\/\\�\/\/\/\/\ Q �� � � �/\�/\fir\\r `\ �\ �\\r\\r\�/\� � GUTTER PER ACHD o 0 5" THICK CONCRETE OVER 4" SD-702 TYP. z 2% 10" OF COMPACTED 6" OF 3/4 AGGREGATE BASE f— Lu MINUS PIT RUN SUBBASE EXTEND BASE AND SUBBASE COURSE PER ACHD SD-709 6" BEHIND CURB TYP. + > 1' FLAT LANDING DESIGNED: C. GRAHAM COMPACTED EXTEND BASE AND a / / / \// / / / a BEHIND SIDEWALK, TYP. L SUBGRADE 50' PRIVATE STREET SECTION WITH MEDIAN ISLAND - STA. 25+61 .31 TO 27+31 .81 2 " \/\ \�/�/�/�/� �� DRAWN: C. GRAHAM j SUBBASE 6 BEHIND /\�\/\�\r\\\ \\ \ �\ ,\�r\�/\�j „ CHECKED: C. GRAHAM w SCALE: NOT TO SCALE C9.1 CURB TYP. 5 THICK CONCRETE OVER 4 10" OF COMPACTED 6" OF 3/4-RSE PER EGATE D SD BASE APPROVED: C. GRAHAM z MINUS PIT RUN SUBBASE 0 0 PREPARED FOR: TED 0 C SUB GRA OMP DE G20 LLC 27' PRIVATE STREET SECTION - ATTACHED SIDEWALK 5 w SCALE: NOT TO SCALE C9.1 PO BOX 593 EAGLE, ID 83616 z a R/W R/W U V) 14' SIDEWALK 29.00' PUBLIC RIGHT—OF—WAY EASEMENT O I 1' TYP. 27.00' 10' UTILITY EASEMENT cn 10' UTILITY 5' SIDEWALK 8' PLANTER 13.50' 13.50' J EASEMENT > 2 1/2" OF SP-3, 0.50 INCH I 20.00' 0 (1/2") MIX, PG 58-28Li- Q 0 4" OF COMPACTED 3/4" CRUSHED 3" ROLLED CURB AND i z V) z AGGREGATE BASE COURSE GUTTER PER ACHD SD-702 w z z U 0- 2% 2% I a a a a a a a a a O J 2' FLAT LANDING w BEHIND SIDEWALK, TYP. a a Qa Qa Q Qa Qa a a — z Q \ \ \ \ Lu 10" OF COMPACTED 3/4" m W w CRUSHED AGGREGATE LJJ Q BASE COURSE � > z 10" OF COMPACTED 6" EXTEND BASE AND SUBBASE MINUS PIT RUN SUBBASE 6" BEHIND CURB TYP. O cn COMPACTED 20' GRAVEL FIRE/UTILITY ACCESS ROAD 6 La = SUBGRADE 27' PRIVATE STREET SECTION - DETACHED SIDEWALK 3 SCALE: NOT TO SCALE c9.1ce m Q J SCALE: NOT TO SCALE C9.1 O J Y V) O w U) J_ U N N CSW PROJECT NO. 19044 DRAWING DATE 1 1/1 2/2021 C� a_ 0 c9m 1