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HomeMy WebLinkAbout3781-2 I N'LY 10' ROW a Row CONSTRUCTION NOTES ROW ROW t. 46 30 I, 64 I LANDSCAPE 1 34' I 14' 1 O CONSTRUCT 4.5" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% I 12' 40' 12' ' 12' LOT A/B i _12, _ 1 1 (SEE GENERAL NOTES 31 AND 32) - NOTE: ~�" 0.5' ( 6' 1 ®2 CONSTRUCT 4" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% 1 CL 1 THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. ''\ 2:1 ' 0.5' i 5' 20' 20' 5' ' 0.5' 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. ,�`•. MAX 1 AC PAVEMENT I 1 (SEE GENERAL NOTES 31 AND 32) I © 1.80% MIN 1 0 CONSTRUCT 8" CURB AND GUTTER PER CITY STD PLAN NO. 1003 �oEw 2.SIDEW THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB I N '� I 2-X © 1. 3.07% MAX1.90% MIN 4 CONSTRUCT 6 CURB AND GUTTER PER CITY STD PLAN NO. 1003PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN). 3.50% MAXI OCONSTRUCT SIDEWALK PER CITY STD PLAN NO. 1015 I 0 0 -.01' 0 Loo' e -.01' '' MA 4.75% MAX 1 0 27G ( 2% 1 3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED,THE ELEVATION OF THE ' TC ,�.00X FS 2.00X TC �._ �� • .- .- .� .�:�:!�!�!��!��i�i�i�i�i►������� ter_ 1 1 • • • .. ' •'.•'''•'•=•=•=•' •=' _ 23 CONSTRUCT 6.5" MIN. A.C. OVER 12" MIN. NATIVE MATERIAL COMPACTED TO 95% �""`T "` ti _ _ d Alif�_�;���_�������_�ti A,Sr4_r,_t L_��,.� O OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. PROPOSED SIDEWALK _ (SEE GENERAL NOTES 31 AND 32) "�'1"'_� �:�17.,,,%.,1,•,...,t.,!,,...%,Y; _�.-.�,._;��-L�,P�_���� " 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATEDI PROPOSED 8" 9THE ELEVATIONS OF POINTS F AND G SHALL ISE SET Hi HIGHER THAN THE GUTTER FLOW LINE CURB AND GUTTER TYPICAL SECTION ® COLD PLANE 0.10' DEEP AND CONSTRUCT 0.10' MIN THK AC OVERLAY TO EXISTING PROPOSED 6" TI=5.5 AT POINTS A AND D, RESPECTIVELY. MILLER AVENUE CENTERLINE SURFACE, PER DETAIL ON SHEET 2 CURB AND GUTTER 5.5 THE ELEVATIONS OF POINTS P AND R SHALL. BE SET H! HIGHER THAN THE GUTTER FLOW LINE ROW ROW TYPICAL SECTION ELEVATIONS AT POINTS B AND C, RESPECTIVELY. 64' RAMONA AVENUE THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST STA, 10+00.00 TO STA. 17+90.00 GUTTER FLOW LINE. HORIZ: 1"=1O' I : WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT 12' 40' 12' VERT.: 1"=5' STA. 10+00.00 TO STA. 14+47.20 E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. WLY E'LY • CL 1 HORIZ: 1"=10' S. DIMENSIONS: ROW �� CL ROW 0.5' 5' _ 20' 20' _ • 5 ' 0.5' VERT.: 1"=5' H 0. NOTED ON THE PROJECT PLANS. I 44' , I $HIEN S�IEW ROW ROW Hl . NOTED ON THE PROJECT PLANS- 11. 10 ,J 0 O © r ' 64' H2 - NOTED ON THE PROJECT PLANS. ' • NOTED ON THE PROJECT PLANS. 1 14' 1 32' 12' 1 LANDSCAPE 1 2% -.01' .00' -.01' 2X O I i •5 H3 i LOT A 2,1 -�. TC..,., 2.00X.,,.. ..., ... ,.,.-- ? � .-.,_ T�. 1 r 12' 40' 12' G - 600 mm (2 Feet) �," e I K . 1.5 m (5 Feet) I M.1 1.0f1411 ; ' .4".4".41,..4"ti �ti �ti��t�t ��. 5. ., mm - 'ti �ti�L���� �a- 0.5' 1 5' 20' _ 20' S' j 0.5' EXISTING AC ~�- AC PAVEMENT 2:1 " M = 1.2 m (4 Feet) I 0 0 I MAX I PROPOSED 6 1 SIDEWALK sin, , i.5 m (5 Feet) 1 PAVEMENT (VARIES g 1.00% MIN © 2% I o/2% MINI CURB AND GUTTER TI=5.5 1 1 N 1 vA 4.00% MAX 1 ; --- TYPICAL SECTION o0 W0 - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS I FOR MUTIPLE CATCH BASINS- r ------{-•-- - !=!=