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Home My WebLink AboutCC - Private Street Cross Section HANDICAPPED V o PARKING SIGN = C SIDEWALK (VAN SIGN AT a ._ VAN STALLS) _ z I�6"�I V 9 -O' : �'-D' : L .- Z Z SL. Z 1/2„ R 6" FULL BOND WITH REZI— ° N 9'—O" g'-O" \_ PAVEMENT WELD 1000 EPDXY IN 1" R, F CONCRETE j 9' ACCORDANCE WITH THE W SEE D-7 MANUFACTURERS o ANUF FICATIONS. v ° ° CO ASPHALT MAT � W U) 9 —0 SIDEWALK �' Mp �8„ _ Z w 9'-0" WIDE MIN. AT VAN CURB A. GRADE AND ALIGNMENT TO BE ESTABLISHED i11=1l I�TES: IIITII _ ACCESSIBLE STALL SEE OR "i=III III_i SIDEWALK �A.� /Spw BY THE ENGINEER AND THE PUBLIC AGENCY NATURAL III—III - Z w C° SITE FOR DIMENSIONS o (D-5) �__, S� HAVING JURISDICTION. EARTH -111111 BASE L W o 1 =I J cn - i� o MPS' 2C) B. CONTINUOUS PLACEMENT PREFERRED, SCORE Illli ? ujLu ASPHALT (D-7) 00�0000002 0%� INTERVALS MINIMUM EIGHT FEET. 6" EXTRUDED CURB DETAIL V W 0 0 0 0 \� 000000000 14:1 MAX C. MATERIALS AND CONSTRUCTION IN —NTS— NOTE: DETECTABLE WARNING COMPLIANCE WITH ISPWC SPECIFICATIONS. SIGN VERBIAGE ANDMIN. FULL WIDTH O ACHD SD-712 24" DEEP D. BACKFILLS AS PER ISPWC SECTION 706. STRIPE COLORS TO �\01 SIDEWALK LANDNG.F E. SECURE RIGHT OF WAY PERMIT BEFORE S NG COMPLY WITH STATE a HANDICAP RAMP DETAIL CONSTRUCTION IN PUBLIC RIGHT OF WAY o� S\�ENOF � i . p �� AND/OR FEDERAL Q 09/21/2022 REGULATIONS. 2OE: AROSS SLOPE HALLHANDICAPEED -NTS- 6" VERTICAL CURB NO 20218 4" PAINTED PARKING OR OTHER ACCESSIBLE ROUTE — GUTTER THERE IS NO TOLERANCE ALLOWED ABOVE v STRIPE, 2.00% NOT TO SCALE O,L F of \'D GP TYP. CHECKED BY: D-1 HANDICAP STALLS D-2 MID-BLOCK HANDICAP RAMP D-3 VERTICAL CURB OR EXTRUDED CURB DAVID A. BAILEY P.E. DRAWN BY: JBD WIDTH PER PLAN 2 1/2" ASPHALT P/L P/L 4" OF 3/4" MINUS CRUSHED 24'-0" TOOLED JOINT AGGREGATE 8" THICK CONCRETE 1 BATTER 6"RIBBON CURB (1.0' WIDE)— 34" MINUS CRUSHED GRAVEL /9" OF 6" MINUS PIT RUN (PARKING) Ln 1.757 f.25% SLOPE co 00 c�DODO EXTEND GRAVEL AND PIT x x �x x x x xxx xpxx x x xp x x� .v xx�xxx x x �x:x x Cxxxxx x �— 1% MIN — 4% MAX Z 008 x�o �x x x xx x x x *xx x v x x ;xx x v x� x xx V. x �x ASPHALT PAVEMENT RUN 6" PAST CURB. (TYP.) o �ooSSo o oo�oo�o°o�� ° oA P xxx x x x x x x �� 0� o�o� x xX x SLOPE EXTEND GRAVEL x x U. 2 1/2" ASPHALT PAVEMENT x x x x PARKING LOT AND PIT RUN 6" w 2" OF 3 4" MINUS 0 �x x PAST CURB. (TYP.) CRUSHED GRAVEL x x x x SECTION L4" — 3/4" MINUS CRUSHED GRAVELLd 0 � NOT TO SCALE STANDARD ROLLED 9" — 6" MINUS PIT RUN N o CURB & GUTTER (TYP.) j NOTE: CROSS SLOPE SHALL NOT EXCEED AS PER ISPWC SD-702 w o THICKENED EDGE SIDEWALK DETAIL 2.00% AT ANY SIDEWALK, HANDICAP z PARKING OR OTHER ACCESSIBLE ROUTE - -N TS— THERE IS NO TOLERANCE ALLOWED ABOVE 2 00� ROLLED CURB SECTION TO BE USED W/ WIND GUST, SQAULL, TWISTER AND WHIRLWIND ON "INSIDE" OF DRIVE AISLE (AROUND LOTS 23-35, BLOCK 3) AND ON WEST SIDE OF NORTHERN ACCESS DRIVE BETWEEN LOTS 4 & 6, BLOCK 2. OTHER PRIVATE DRIVES SHALL HAVE RIBBON CURB ON BOTH SIDES AND BE GRADED PER PLAN. D-4 THICKENED EDGE SIDEWALK DETAIL D-5 TYPICAL PARKING LOT SECTION D-6 PRIVATE DRIVE SECTION 0 SITE GRADING 1. ALL GRADING SHALL BE IN ACCORDANCE WITH THE APPROVED GRADING PLAN. 2. A CONSTRUCTION PROJECT SCHEDULE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL AND SHALL BE PERIODICALLY UPDATED IF CONDITIONS OR SCHEDULES CHANGE. CONSTRUCTION SHALL BE SCHEDULED TO MINIMIZE SOIL TOP OF FILL FILL SLOPE o DISTURBANCE. ALL DISTURBED SURFACES SHALL BE STABILIZED IN A TEMPORARY OR PERMANENT MANNER AS APPROPRIATE DURING CONSTRUCTION TO PREVENT SOIL EROSION. 3. THE CONTRACTOR SHALL REVIEW AND FOLLOW ALL RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ALLWEST DATED 02/22/2021. 4. ORGANIC SOILS SHALL BE REMOVED AS RECOMMENDED IN THE GEOTECHNICAL REPORT AND WASTED OR STOCKPILED FOR USE IN FINE GRADING. 5. PRIOR TO COMMENCING STRUCTURAL FILL, THE EXISTING SITE DEBRIS MUST BE REMOVED, THE NATIVE SOILS STRIPPED OF ALL ORGANIC MATERIAL, STOCKPILES OF SUITABLE MATERIAL SHALL BE SEGREGATED FROM UNSUITABLE MATERIALS. o ALL WASTE AND HIGHLY ORGANIC OR OTHERWISE CONTAMINATED SOILS SHALL BE REMOVED FROM THE SITE AND NOT STOCKPILED FOR ANY PERIOD OF TIME. WHERE PRACTICAL, STOCKPILES OF MATERIALS TO BE USED AS STRUCTURAL FILL 2:1 MAX NATURAL SLOPE SHALL BE PLACED ON NATIVE, STRIPPED SOILS TO PREVENT CONTAMINATION. 6 6. EXACT REMOVAL DEPTHS OF ORGANIC MATERIALS SHALL BE DETERMINED DURING GRADING OPERATIONS BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE PROJECT ENGINEER, AND SHALL BE BASED ON SUBGRADE SOIL TYPE, 0 FILL SOILS — ON SITE COMPOSITION, AND FIRMNESS OR SOIL STABILITY. MATERIAL AS APPROVED 0:: BY GEOTECHNICAL ENGINEER O 7. ALL MATERIAL USED FOR STRUCTURAL FILL SHALL MEET THE REQUIREMENTS FOR STRUCTURAL FILL AS DESCRIBED IN THE GEOLOGY AND GEOTECHNICAL REPORT. STRUCTURAL FILL MUST BE USED WHERE FILL HEIGHT EXCEEDS ONE (1) VERTICAL FOOT OR WHERE RECOMMENDED BY REFERENCED GEOTECHNICAL REPORT. LO 8. STRUCTURAL FILL SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOLOGY AND GEOTECHNICAL REPORT AND COMPACTION SHALL BE SUPERVISED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE AND/OR THE � elf <5 PROJECT ENGINEER. MATERIAL SHALL BE PLACED IN 8" LIFTS UNLESS OTHERWISE RECOMMENDED IN WRITING BY THE GEOTECHNICAL ENGINEER AND APPROVED IN WRITING BY THE PROJECT ENGINEER (BAILEY ENGINEERING). LiJ 0- 0 1 REMOVE UNSUITABLE O D MATERIAL 9. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR BUILDING LOTS OR D 698 FOR ROAD AREAS. ONE IN—PLACE DENSITY TEST PER LIFT SHALL BE O BENCH HEIGHTS SHALL CONDUCTED FOR EVERY 5000 SQUARE FEET OF LIFT AREA FOR BUILDING STRUCTURES (ONE PER LOT) OR FOR EVERY 100 LINEAR FEET OF LIFT AREA IN PARKING AND DRIVEWAY AREAS. m NOT EXCEED 5 FEET 10. SHALLOW EXCAVATIONS THAT DO NOT EXCEED 4 FEET MAY BE CONSTRUCTED WITH SIDE SLOPES APPROACHING VERTICAL. BELOW THIS DEPTH, SLOPES SHALL NOT EXCEED 1-1/2 FOOT VERTICAL TO 1 FOOT HORIZONTAL. 11. FINAL SITE GRADES (CUT OR FILL) SHALL NOT EXCEED 1 FOOT VERTICAL TO 2 FEET HORIZONTAL. KY�H/5 OR PROVIDED MIN STRUCTURAL FILL P LACEM EN T 12. PRIOR TO PLACEMENT OF STRUCTURAL FILL, THE GROUND SHALL BE PREPARED IN ACCORDANCE WITH APPENDIX J, 'GRADING' OF THE INTERNATIONAL BUILDING CODE. FIGURE J107.3 AND AS DIRECTED BY THE PROJECT ENGINEER AND/OR JE U R C 073IF FILL HEIGHT EXCEEDS BASED ON 2012 IBC FIGURES J107.3 & J108.1 THE GEOTECHNICAL ENGINEER. VERTICAL FEET. NOT TO SCALE 13. ALL FINAL GRADING SHALL EMPLOY SLOPE ROUNDING AT TOPS OF SLOPES AND AT CHANGES IN HORIZONTAL SLOPE ALIGNMENT TO FACILITATE REVEGETATION AND PROVIDE AN ASTHETICALLY ACCEPTABLE APPEARANCE. 14. DURING ALL GRADING OPERATIONS AND UNTIL THE ESTABLISHMENT OF PERMANENT REVEGETATION, THE CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE APPROVED STORMWATER PREVENTION PLAN. D-7 STRUCTURAL FILL NOTES/DETAIL DATE: 09-20-2022 PROJECT: C2020-018 SHEET •