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CC - Street Cross Sectionsc� v m` N N 0 N d c 0 3 v N IL x 0 I 0 O 0 d 0 L d N a IL o= UI m �i 'o J O m M mx vx c i 30 Y O O M 0= 0a 00 rn I O i '1 0 0 j O UI x O N m � Y X 35' SUBDIVISION COMMON SPACE 1L 3T ROW 2' 153' 12' 3' PROPERTY LINE 10, 7' 3' 3.25' 6.75' 5' 2' EXISTING PROPOSED SHLDR SIDEWALK t t 4 jr VARIES 6' TALL VINYL FENCING. r 1 SEE LANDSCAPING PLANS. SAWCUT 2% 1.5% 1� '�7" F 3/4" MINUS CRUSHED GRAVEL 20'?OF 6" MINUS PIT RUN GRAVEL PROP. PAVEMENT PER MINOR ARTERIAL PAVEMENT SECTION DETAIL SHOWN BELOW. McMILLAN RD TYPICAL SECTION 25' ROW 35' SUBDIVISION COMMON SPACE PROPERTY LINE 11' 4' 2 6' TALL NOISE ABATEMENT WALL. TO BE SIMTEK ASHLAND STYLE FENCE BY CERTAINTEED. COLOR 10, IT 2' 2' 6' 10, 4' BERM TO BE RED CEDAR. INSTALL PER EXISTING PROPOSED SIDEWALK MANUFACTURER SPECIFICATIONS. 1 RETAINING WALL. SAWCUT 1.5% ra SEE SHEET C-036 & C-037 2% 6" VERTICAL CURB AND 5" THICK CONCRETE SIDEWALK PER GUTTER PER ISPWC SD-7 01 ISPWC SD-709 (ACHD SUPPLEMENT) ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL V LANDING PROP. PAVEMENT PER COLLECTOR PAVEMENT 2' 5' SECTION DETAIL SHOWN BELOW. ESMT. SIDEWALI T LANDING 1.5% McDERMOTT RD TYPICAL SECTION 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL SP-3, 0.5" MIX, 5.0" PG 64-28 F.0" MIN OF ).75" ABC 25.0" OF 6.0" MINUS PIT RUN NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. MINOR ARTERIAL ROADWAY -SP-3, 0.5" MIX, 3.0" PG 64-28 4.0" MIN OF 0.75" ABC 20.0" OF 6.0" MINUS PIT RUN SP-3, 0.5" MIX, 2.5" PG 58-28 F.0" MIN OF ).75" ABC 14.0" OF 6.0" MINUS PIT RUN NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. LOCAL RESIDENTIAL ROADWAY NOTE: 1. PAVEMENT SECTION PER ACHD RECOMMENDED STANDARDS. COLLECTOR ROADWAY PAVEMENT SECTION DETAILS 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT) z 20' ROW w z J J Lu w w a a � O a 0- 2' 6' ' 2' a 4' 6 CONCRETE RIBBON CURB PER 1.5% CONCRETE RIBBON CURB PER 1.5% ISPWC SD-703 (ACHD SUPPLEMENT) ISPWC SD-703 (ACHD SUPPLEMENT) VALLEY GUTTER PER ISPWC SD-708 (ACHD SUPPLEMENT) PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. W APGAR CREEK ST TYPICAL SECTION w w z z J J } 25' SHARED DRIVEWAY o_ w w 0- D_ 0 CONCRETE RIBBON CURB PER a 5' 2' 16' 2' 0- ISPWCSD-703 (ACHD SUPPLEMENT) 0.25' DEEP SWALE FLOW TOWARD RNV AT 0.5 % 1.5 % MINIMUM 8' 0.5' _ CONCRETE RIBBON CURB PER ISPWC SD-703 (ACHD SUPPLEMENT) PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. RIBBON CURB ON BOTH SIDES 25' SHARED DRIVEWAY - 20' DRIVEABLE 47' ROW CL 17' 17' 8' 2' 15, 15' 2' 2% 2% 0.5' PROP. PAVEMENT PER LOCAL RESIDENTIAL PAVEMENT SECTION DETAIL SHOWN BELOW. 3" ROLLED CURB - 5' SEPARATED SIDEWALK STREET SECTION - 47' RIGHT-OF-WAY W DAPHNE STREET & A PORTION OF W AVILLA STREET 5' IDEWALK 2' 1.5% 47' ROW 16.5' rt- 16.5' 14.5' 2% 14.5' 2% PAVEMENT SECTION DETAIL SHOWN BELOW. 5' SIDEWAL 2' 1.5% 3" ROLLED CURB - 5' ATTACHED SIDEWALK STREET SECTION - 47' RIGHT-OF-WAY T LANDING 5' 2' SIDEWALK ESMT. VLANDING 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-702 (ACHD SUPPLEMENT) 5" CONCRETE SIDEWALK PER ISPWC SD-709 (ACHD SUPPLEMENT) 4" OF 3/4" MINUS CRUSHED GRAVEL 3" ROLLED CURB AND GUTTER PER ISPWC SD-709 (ACHD SUPPLEMENT) 811 Call n&,e you dg CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES OAKWIND ESTATES - PH1 PAVING AND DRAINAGE DETAILS a MERIDIAN, ID Kimley)))Hornz 0 © 2022 KIMLEY-HORN AND ASSOCIATES, INC. m 950 Bannock Street, Suite 1100 0 0 Boise, Idaho 83702 208 297-2885 - F R REVIEW 0 LY CONSTRUCTION Kimlep Horn SCALE (H): 1" = 40' 5 SCALE (V): N /A w NO. 25 893000 4E PHl-2.dwa of 48