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HomeMy WebLinkAbout7-11 PlansD 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L 3+1 DSL3+1 DSL F F F F F DE F EX I T T H I S S I D E O N L Y CL E A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T EN T E R EX I T 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F DE F EX I T T H I S S I D E O N L Y CL E A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T EN T E R EX I T · · · · · · · 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO PREPARED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF THE BLANKET BACK OVER SEED AND SOIL. SECURE BLANKET OVER SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN 4.GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 5.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 6.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. 7.EROSION CONTROL BLANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERS SPECIFICATIONS. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. 1 3 4 2 5 3" (7.5cm) 12" (30cm) 6" (15cm) 12" (30cm) 2"-5" (5cm-12.5cm) EROSION CONTROL BLANKET DETAIL FOR SLOPE INSTALLATION CROSS SECTION (NOT TO SCALE) PLAN VIEW (NOT TO SCALE) STONE FILTER RING PERSPECTIVE VIEW A A 8" 8" 2 4 " M I N .1:11:1 3/4" WASHED STONE, 6" THICK SLOPE 2.5% M I N . 10 MIL PLASTIC LINER 10 MIL PLASTIC LINER STAKE (2X4, (2) PER BALE) STRAW BALE 8"STRAW BALELIMITS OF 10MIL PLASTIC LINING 1 5 ' M I N . 10' MIN.15' MIN. LIMITS OF 10MIL PLASTIC LINING STAKE (TYP.) SLOPE 2.5% MIN.SUMP LIMITS OF 10MIL PLASTIC LINING 3/4" WASHED STONE, 6" THICK 3/4" WASHED STONE, 6" THICK 3/4" WASHED STONE SUMP STRAW BALE 10 MIL PLASTIC LINING PLAN CONCRETE WASHOUT AREA USE WHERE MORE THAN ONE ACCESSIBLE SIDE IS NEEDED ALTERNATE SECTION WASHOUT SIGN ALL CONCRETE TRUCKS SHALL WASHOUT HERE NOTES: 1. PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER. 2. WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER. 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12." 4. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED. 5. SAW CUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT & GRINDING TO BE DISPOSED OF IN THE PIT. 6. CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE WAYS, INLETS, & SURFACE WATERS. 7. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 95% FULL CAPACITY. SECTION A-A 1'-0" 5 ' - 0 " 2 ' - 6 " 1'-0" 1 ' - 0 " R2' 2" 4'-9" PAVEMENT MARKING ARROWS NOTES: 1.ALL ARROWS SHALL MATCH EXACT DIMENSIONS, UNLESS REQUIRED BY AHJ. 2.ARROWS SHALL BE PAINTED SOLID WHITE PER LOWE'S SECTION 2741 SPECIFICATIONS. 3.STENCIL BRIDGING SHALL BE FILLED IN ON ALL ARROWS. * MIRROR FOR LEFT ARROW 2 " 18" 2 ' - 0 " 4 " M I N . ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES VAN ACCESSIBLE RESERVED PARKING 3 ' - 0 " 5 ' - 0 " T O B O T T O M O F L O W E S T R E Q U I R E D S I G N 1 8 " 12" HANDICAP PARKING SIGN STOP BAR 2 4 " NTS 2 ' - 0 " STOP R1-1 REFLECTIVE ALUMINUM GALVANIZED "U" CHANNEL POST INSTALL 4,000PSI CONCRETE FOUNDATION (18" DIA. x 2'-4" DEPTH) WHEN LOCATED IN PAVED AREA 7 ' - 0 " T O B O T T O M O F S I G N STOP SIGN DETAIL FLUSH CURB DETECTABLE WARNING (FULL WIDTH OF ADA PARKING SPACES) PAINTED ACCESSIBLE SYMBOL FOR PAVEMENT FLUSH CURB ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD DEEP MOUNT BOLLARDS BLUE PAINTED LINES ENSURE MIN. 4' CLEAR BETWEEN BOLLARDS AT LOADING AREA FOR PEDESTRIAN TRAFFIC AREAS SUBGRADE:COMPACTED CLEAN EARTH MATERIAL BASE:COMPACTED CRUSHED LIMESTONE OR EQUAL 4" MIN. 4" MIN. 4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE STONE #4 BARS @ PAVEMENT INFORMATION) (SEE SITE PLAN FOR FIN. GRADE 16" EQUAL STONE BASE CONSTRUCTION JOINT MIN. 12" 4 1 2'-0" O.C. CONCRETE EQUAL ASPHALT 3" ASPHALT SURFACE COURSE 6" COMPACTED AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE (PER SPECS) LIGHT DUTY ASPHALT PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION PORTLAND CEMENT CONCRETE (4500 PSI, AIR-ENTRAINED) COMPACTED SUBGRADE (PER SPECS) 8" MIN. 6" MIN. HEAVY DUTY ASPHALT PAVEMENT SECTION AGGREGATE BASE COURSE(ABC) STANDARD DUTY CONCRETE PAVEMENT SECTION PORTLAND CEMENT CONCRETE (4500 PSI, AIR-ENTRAINED) COMPACTED SUBGRADE (PER SPECS) 6" MIN. 6" MIN. AGGREGATE BASE COURSE(ABC) 2" ASPHALT SURFACE COURSE 8" COMPACTED AGGREGATE BASE COURSE (ABC) COMPACTED SUBGRADE (PER SPECS) 2.5" ASPHALT INTERMEDIATE COURSE (TYPE C) N.T.S. 6" WHITE STRIPES @ 24" CENTERS NOTE: V A R I E S ( 6 ' M I N . ) 8" WHITE STRIPE SEE SITE PLAN 8" WHITE STRIPE AND GUTTER TYPICAL CURB ( S E E S I T E P L A N ) 1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. 3.THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE. 6.0"3.0" 10 . 0 " 8. 0 " R1 8 . 0 " R1 8 . 0 " 17 . 5 " 6. 0 " 24.0" 6. 5 " 4.5" TOP SOIL AGGREGATE BASETHICKNESS 4" MIN. CONCRETE ROLLED CURB & GUTTER DETAILS AT APPROACH BACKFILL WET (SEE NOTE BELOW) ROLLED CURB AND GUTTER NOTES: 1.WET: GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE IS TOWARD CURB. DRY: GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM CURB WHEN SITE GRADE IS AWAY FROM CURB. 2.REFERENCE THE CONCRETE PAVEMENT JOINT DETAILS THIS SHEET 3.EXPANSION JOINTS ARE REQUIRED AT STORM INLETS AND 100' MAXIMUM SPACING. 4.CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. 5.CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 12"MIN. 4,000 PSI FIBER REINFORCED CONCRETE. MEDIUM BROOM FINISH. 6.0"3.0" 10 . 0 " 8. 0 " R1 8 . 0 " R1 8 . 0 " 17 . 5 " 24.0" 4.5" TOP SOIL AGGREGATE BASETHICKNESS 4" MIN. BACKFILL DRY (SEE NOTE BELOW) 4,000 PSI FIBER REINFORCED CONCRETE. MEDIUM BROOM FINISH. 6. 0 " 0. 5 " ROLLED CONCRETE CURBS LOW POINT3.0" 3.0" PREPARED SUBGRADE COMPACTED PER DOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER DOT STANDARD SPECIFICATIONS CONCRETE PAVEMENT JOINT DETAILS TYPE OF JOINT USE DESCRIPTION DETAIL A.CONTROL JOINT 1.SAWN 2.PREMOLD STRIP 3.HAND FORMED AND SAWN AT CRITICAL JOINTS B.EXPANSION JOINT (ISOLATION JOINT) C.CONSTRUCTION JOINT USE SPECIFICATION ACI 360R-06 TO PLACE CONTROL JOINTS SO AS TO UNIFORMLY DIVIDE SLABS INTO NOMINAL 12' x 12' (NORMAL STRENGTH) OR 16' x 16' (HIGH STRENGTH) SECTIONS. (SEAL CONTROL JOINTS ONLY IF SPECIFIED ON DRAWINGS OR BY OWNER'S REPRESENTATIVE. PLACE AGAINST CONCRETE TANK SLAB, ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, CATCH BASINS, ETC.) CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S REPRESENTATIVE. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. D D D D OR D/ 3 1 4" JOINT SEALANT - 3 4" DEEP (MIN.) HELD 1 4" BELOW SURFACE NEW WORK EXISTING CONCRETE PAVEMENT OR STRUCTURE JOINT SEALANT - 3 4" DEEP (MIN.) HELD 1 4" BELOW SURFACE 1 2" EXPANSION MATERIAL USE REMOVABLE MATERIAL DURING FORMING REQUIRED TO OBTAIN A 3 4" RECESS 1 2" THICK ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL GASOLINE RESISTANT JOINT SEALING COMPOUND-REF SPEC SECTION V CONCRETE / PART 2 - PRODUCTS / 2.1.9 Ø1" DOWEL x 18" LONG AT 12" O.C. WITH COATING MEETING ASTM B117 NEW WORK TAPERED KEYWAY 1' 5'-0"3' 3 4" MIN. D/ 2 STRAIGHT CONCRETE CURB & GUTTER NOTE:GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE IS TOWARDS CURB. GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM CURB WHEN SITE GRADE IS AWAY FROM CURB. MAY BE MACHINE FORMED. UNDISTURBED OR COMPACTED SUBGRADE COMPACTED BASE MATERIAL EXTEND TO BOTTOM OF PAVEMENT SECTION FINISH GRADE TO TOP OF CURB UNLESS OTHERWISE SPECIFIED ON CONTOUR PLAN 6" MI N . 6" 6" BITUMINOUS PAVING SLOPE 3 4" PER FT. (SEE NOTE BELOW)R1" 3"12" MIN. SIDEWALK JOINTS 1 4" WIDE x 1 4" OF THICKNESS OF SLAB - TOOLED JOINT ASPHALT IMPREGNATED EXPANSION JOINT WITH "SNAP-CAP" BY W.R. MEADOWS PROVIDE SEALANT SLAB CONTROL JOINT (C.J.)EXTERIOR SLAB EXPANSION JOINT (E.J.) FOR 5' OR 8' WALKS, INSTALL A CONTROL JOINT EVERY 5' AND ONE IN THE CENTER (5' FROM THE BACK OF THE BUILDING FOR EXAMPLE) DETAILS ONLY APPLY TO BUILDING SIDEWALK. THEY DO NOT APPLY TO INTERIOR SLAB OR SITE CONCRETE. AREA LIGHT POLE FOUNDATION DETAIL STORE FRONT GUARDS S20 PIPE BOLLARD PLAN VIEWELEVATION 3' - 0 " 6" 3' - 0 " 4'-1" Ø1'-0" 6" 3' - 9 " 1'-6" N.T.S.N.T.S. 1 2" EXPANSION JOINT MATERIAL TYP. CONCRETE PAVEMENT CONCRETE FOOTING PER SPECS - Ø12" SONOTUBE x 36" LONG NOTE: U-SHAPED BOLLARD LOCATED AT ALL AUTO CANOPY LAYOUTS. SEE FUEL PROTOTYPE FOR LOCATIONS. TOP OF GRADE 1' - 1 0 1 2" 1' - 1 0 1 2" DISPENSER ISLAND RAISED ISLAND ISLAND GUARD POST GENERAL NOTES: 1.MAXIMUM BOLLARD SPACING IS 5' ON CENTER 2.CONCRETE TO BE 4,000 PSI MIN. UNCONFINED COMPRESSIVE STRENGTH. 3.REINFORCING STEEL CONFORMS TO ASTM A615 GRADE 60. 4.BOLLARD PIPE IS ASTM A53, TYPE E, GRADE B OR A500 GRADE B/C. 5.PROVIDE HIGH-DENSITY POLYETHYLENE (HDPE) BOLLARD COVER. COVER TO BE IDEALSHIELD (OR APPROVED EQUAL) 1/8" THICK, BROWN (PQ-440C), 6" PIPE FIT, DOME TOP, 48" TALL. 6.DO NOT FILL BOLLARD PIPE WITH CONCRETE. TEMPORARILY SEAL BOTTOM AS NECESSARY TO PREVENT CONCRETE INTRUSION WHILE POURING. 7.USE SONOTUBE IN SANDY OR OTHER SOILS THAT MIGHT CAVE IN. 8.DIMENSIONS IN PARENTHESIS ARE NOMINAL. 9.COLD JOINT ACCEPTABLE THIS LINE FOR NEW INSTALLATIONS IN MONOLITHIC POUR CONCRETE PAVEMENT. 10.SLOPE TOP OF CONCRETE AWAY FROM BOLLARD 1/4" FROM PIPE TO EDGE OF DRILLED SHAFT OR CAP. 11.INCREASE DEPTH OF CAISSON AND BOLLARD PIPE TO MEET LOCAL JURISDICTION MIN. FROST DEPTH REQUIREMENT. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY NO UTILITY CONFLICTS EXIST WHERE BOLLARDS ARE TO BE INSTALLED, PRIOR TO INSTALLATION. DESIGN SPECIFICATIONS: ASTM F3016-19 CONDITION DESIGNATION S20 AISLE WIDTH CAN VARY, MAINTAIN A MINIMUM 4.5' O.C. SPACING, MAXIMUM 5.0' SPACING. PARKING STRIPE 12 " ( T Y P . ) 4.5" TYP. 4.5" TYP. SIDEWALK PROPOSED BOLLARD (0 . 4 3 2 " ) (Ø 6 . 6 2 5 " ) 83 " (Ø6.625") A A SECTION A-A N.T.S. HDPE BOLLARD COVER 6" SCH. 80 PIPE BOLLARD (DO NOT FILL WITH CONCRETE) SIDEWALK PAVEMENT CONCRETE PAVEMENT SEE NOTE 10 SEE NOTE 9 DRILLED SHAFT CONCRETE FOUNDATION IN-SITU SOIL 44 " ( T O P O F BO L L A R D P I P E ) 48 " 39 " 42 " 3" C L R . Ø14" DEEP MOUNT S20 BOLLARD IN CONCRETE PAVING BOLLARD LAYOUT LIGHT POLE, FIXTURE, LAMP & CONDUCTOR INSTALL PER MANUFACTURER'S INSTRUCTIONS GENERAL NOTES: 1.RUB CONCRETE TO REMOVE SONOTUBE FORM LINES AND FILL ALL HOLES FOR SMOOTH FINISH. WEATHERSEAL ALL EXPOSED CONCRETE. 2.VERIFY ANCHOR ROD LAYOUT AND EMBEDMENT REQUIREMENTS WITH POLE SUPPLIER. 3.COORDINATE LOCATIONS WITH CIVIL. 4.LIGHT POLE FOUNDATIONS LOCATED IN CFL TRAFFIC AREAS OR PARKING AREAS ARE RECOMMENDED TO EXTEND 5'-0" ABOVE GRADE AND BE A MIN. Ø3'-0". CAMERA HARDWARE MOUNTED AND FINAL CONNECTIONS BY OTHERS WEATHER TIGHT GLANDS AND NUTS CONTRACTOR TO CUT HOLES IN COVER FOR WIRING 3 4" FLEXIBLE CONDUIT BY CONTRACTOR JUNCTION BOX @ HAND HOLE (FIELD CONNECTIONS BY CONTRACTOR) INSTALL #12 AWG CU BONDING JUMPER FROM EACH GROUNDING CONDUCTOR IN CONDUITS TO LIGHT POLE FRAME. ENSURE METAL TO METAL CONTACT FROM GROUNDING CONDUCTOR TO FRAME. LIGHT POLE BASE PLATE COVER 1'-0" FROM BASE PLATE 4' x 6' MIN. BY BOLE SUPPLIER CONDUITS STUBBED UP TO BOTTOM OF HAND HOLE NOTE: NUTS & WASHERS BOTH ABOVE & BELOW BASE. FINISH NUTS & WASHERS TO MATCH POLE. (TYP.) APPLIES TO FLOOD LIGHT POLES AND SIGN POLES. ROUND FORMED CONCRETE PIER TO BE CONSTRUCTED ON ONE CONTINUOUS POUR, CONCRETE STRENGTH: 4,000 PSI MIN. (28 DAY) (ACI 301) WITH ASTM AG15, GRADE 60 REINF. EOR TO DESIGN LIGHT POLE FOUNDATION GRADE 1" ELECTRICAL CONDUIT 120 VAC (LIGHTING POWER SUPPLY) STUB 1" CONDUIT FROM OFFICE FOR FUTURE USE OR SECURITY CAMERA SIAMESE CABLE AND 24 VAC, CAMERA ENCLOSURE POWER SUPPLY AS NEEDED PER PLOT PLAN CONC. ANCHOR BOLTS PER POLE MANUFACTURER 24" MIN. CONCRETE BASE BELOW CONDUIT(S) PLAN @ BASE PLATE 11 ' - 0 " 17 ' - 0 " M I N . T Y P . (3 0 ' - 0 " M I N . C F L A R E A ) 3' - 0 " 3" CLR. FO R M O N L Y T O 2 " BE L O W S U R F A C E FO U N D . D E P T H P E R EO R S I T E S P E C . D E S I G N 4" 1" @ 45° CHAMFER 1" G R O U T ELECTRICAL STUB-UP WITH ELECTRICAL WEATHERPROOF BOX 1'-6" 6'-0" 6" 3' - 0 " 3' - 1 " CE N T E R O F C A R D R E A D E R 3' - 2 " CE N T E R O F C O I N S L O T 512" MI N . AIR/VACUUM BY AIR-SERV GROUP, LLC PLAN VIEW ELEVATION 1. ELECTRICAL NEEDS ARE #10 WIRE (30 AMP) WITH GROUND MA X . 2 % SL O P E DESIGNER NOTES: 1.CALIFORNIA SITES REQUIRE AIR/WATER AND THAT THERE BE A FREE OPTION THROUGH THE REMOTE SYSTEM. 2.DESIGNER TO SEPARATE THE VACUUM SERVICE AT CAR WASH LOCATIONS IF TWO PLACEMENTS ARE AVAILABLE. OPTION TO PROVIDE AIR/WATER/VACUUM THOUGH THE SAME MACHINE IF NECESSARY. NOTE: MAXIMUM 2 PERCENT GRADE SLOPE EACH WAY REQUIRED FOR AMERICANS WITH DISABILITIES ACT. G.C. TO PROVIDE CONCRETE SLAB AND UTILITIES. AIR-SERV TO PROVIDE EQUIPMENT AND MAKE FINAL CONNECTIONS. AIR-VAC MACHINE DETAILS HEAVY DUTY GUARD POST ALTERNATE SINGLE-SIDED STAND-ALONE HIGH FLOW DIESEL/RACING FUEL DISPENSER CONCRETE PAD SINGLE-SIDED STAND-ALONE HIGH FLOW DIESEL/RACING FUEL DISPENSER CONCRETE PAD (8) #8 VERTICAL REBAR #4 HORIZONTAL REBAR FORM ABOVE GRADE DO NOT FORM BELOW GRADE (8) #8 VERTICAL REBAR #4 HORIZONTAL REBAR CONCRETE GRADE C C 5' - 0 " 8' - 0 " 2'-6" 3'-0" 3"3" 3'-0" 1' - 0 " TY P . 3" 1' - 0 " TY P . DISPENSER ISLAND FORM PAD ELEVATION TO MATCH FINISHED GRADE AT TRANSITION 6" BOLLARD CONCRETE ISLAND FORM AND DISPENSER SUMP SEE FUEL PROTOTYPE BOLLARD (TYP.) HOLD FOUNDATION BELOW CONCRETE PAD. (SEE DETAIL ON CYE-A) 6" BOLLARD FLUSH MOUNTED CURB MOUNTED CURB CURB CURBCURB 6'-11" 5"R5" 4' - 2 " 2' - 5 " 1' - 4 " R5" SLOPE 1 4% MAX. TO PREVENT PONDING SL O P E 2 % MA X I M U M 3'-0" 3'-1" 1' - 6 " DIESEL DISPENSER 4" CONCRETE PAD 6" 3'-0" 4' - 0 " CURBCURB CURB CURB BOLLARD (TYP.) HOLD FOUNDATION BELOW CONCRETE PAD. (SEE DETAIL ON CYE-A) 6" BOLLARD6" BOLLARD 2'-11"2'-11" 4' - 0 " 6" DIESEL DISPENSER 4'-6" 3' - 0 " 5'-10" 10" MAXIMUM FROM DISPENSER ADA KEYPAD TO FRONT OF CURB CONCRETE PAD (FORMED IN PLACE) #4 REBAR SPACED 18" O.C. TIED INTO CURB AND HI-FLOW DISPENSER PAD 4" C O N C R E T E P A D SL O P E 1 4% M A X . DISPENSER SUMP SEE FUEL PROTOTYPE FIRST POUR SLOPE (TYP.) SECOND POUR PLAN VIEW PLAN VIEW CONTRACTOR TO FABRICATE 3 4" PLYWOOD TEMPLATES FIXING ANCHOR BOLTS, CONDUIT RISERS, AND CONDENSATE DRAIN RISER LOCATIONS AS INDICATED. ANCHOR BOLTS TO BE FURNISHED BY CANOPY VENDOR. ANCHOR BOLT ORIENTATION AND SPACING PER CANOPY VENDOR'S DRAWINGS. INSTALL CONDUIT(S) FOR CANOPY LIGHTING AND FASCIA FIXTURES, REFER TO "PLOT PLAN" OR "LIGHTING PLAN" DRAWING FOR NUMBER AND SIZE OF CONDUITS REQUIRED AND AT WHICH COLUMN THEY ARE TO BE INSTALLED. CFL ONLY: INSTALL CONDUIT(S) FOR FUTURE INSTALL OF SMARTQ AT THE CENTER, EXIT SIDE OF CANOPY, REFER TO "PLOT PLAN" FOR NUMBER AND SIZE OF CONDUITS REQUIRED. ONE (1) 1" CONDUIT TO BE INSTALLED AT EACH COLUMN FOR CONDENSATE DRAINAGE FROM COLUMN CAVITY "W"/2 "W"/2 "W" "L " "L " / 2 "L " / 2 NOTE: IF COLUMN MOUNTED INTERCOM SYSTEM IS REQUIRED, A 1" CONDUIT FOR SAME IS TO BE INSTALLED AT ANOTHER CANOPY COLUMN IN LIKE MANNER AS SHOWN HERE. (SEE PLOT PLAN) DIMENSIONS "D", "L", "W", & "X" TO BE SPECIFIED ON CANOPY VENDOR'S DRAWINGS. LOCATE FOUNDATIONS AS SPECIFIED ON PLOT PLAN AND CANOPY VENDOR'S DRAWING. NOTE: COLUMN FOUNDATION MAY BE SQUARE (4 BOLTS) OR RECTANGULAR (6 BOLTS). REFER TO VENDOR'S DRAWINGS TO VERIFY ORIENTATION OF RECTANGULAR BASES RELATIVE TO ISLAND GROUP CENTERLINE. 2" "X " "X " 2" CO L . & I S L . G R O U P 2""X""X"2" COL. 1" 1" 1" 1" CONDUIT(S) ANCHOR BOLTS, NUTS, AND WASHERS FURNISHED BY CANOPY VENDOR AND INSTALLED BY CONTRACTOR LOWEST FINISH ELEVATION ADJACENT TO A CANOPY COLUMN LOCATION TOP OF "FIRST POUR" TO BE 30" MINIMUM BELOW LOWEST CANOPY COLUMN FINISH GRADE ELEVATION. FIRST POUR OF ALL FOUNDATIONS TO BE SET AT THE SAME ELEVATION. SEE PLOT PLAN OR GRADING PLAN FOR ELEVATION. REINFORCING BARS FURNISHED AND INSTALLED BY CONTRACTOR. SIZE AND SPACING AS SPECIFIED ON CANOPY VENDOR'S DRAWINGS. INSTALL ONE (1) CU. FT. (MIN.) COARSE GRAVEL AT CONDENSATE DRAIN OUTLET CUT TOP OF CONDENSATE DRAIN CONDUIT AT SAME ELEVATION AS TOP OF CANOPY COLUMN BASE PLATE ELEVATION COL. "D " 30 " M I N I M U M "X""X" 3' - 0 " 6" 7' - 1 " I F M A S O N R Y C O L . I S N O T R E Q U I R E D 7' - 1 0 " I F M A S O N R Y C O L . I S R E Q U I R E D NOTE: IF COLUMNS ARE INSTALLED AT LOCATIONS WHERE ADJACENT PAVING IS TO REMAIN, THE AREAS REMOVED FOR EXCAVATION AND TRENCHING ARE TO BE SAW CUT TO PROVIDE A NEAT, FINISHED APPEARANCE WHEN AREAS ARE RESURFACED. 1'-6" MIN.1'-6" MIN. COL. CO L . & I S L . G R O U P 1 2 W I D T H O F I S L A N D 1' - 6 " M I N . 1 2 W I D T H O F I S L A N D 1' - 6 " M I N . EXP. JT. A A 9" T O 2 4 " (9 " D E S I R E D ) IF COLLECTOR IS 24" OR MORE FROM FOUNDATION, INSTALL CLEANOUT AT 9" FROM FOUNDATION WITH 6" PVC 90° ELBOW AND WYE INTO COLLECTOR AS SHOWN DOTTED FLOW 4" PVC EXP. JT. EX P . J T . EX P . J T . EXPANSION JOINT ALL AROUND COLUMN - FULL DEPTH TO BASE PLATE (1 2" MIN.) EXPANSION JOINT - FULL DEPTH OF SURROUNDING PAVEMENT (1 2" MIN.) CONDUIT(S) POSSIBLE OUTLINE OF "FIRST POUR" BELOW. SIZE AND CONFIGURATION MAY VARY. REFER TO CANOPY VENDOR'S DRAWINGS. DOWNSPOUT-TO-DRAIN CONNECTION (SEE SECTION "A-A") Ø12", 12" SQ., OR 10" SQ. COLUMN BY CANOPY VENDOR. SEE CANOPY VENDOR'S DRAWINGS FOR SIZE REQUIRED. NO LARGER THAN 10" SQ. COLUMNS TO BE USED IF FULL HEIGHT MASONRY COLUMNS ARE SPECIFIED. (10 SQ." COLUMN SHOWN THIS DETAIL.) INTERNAL DOWNSPOUT (SEE SECTION "A-A") 4" x 4" CONDUIT OPENING IN BASE PLATE OF COLUMN BY CANOPY VENDOR (TYP. ALL COLUMNS) DOWNSPOUT/STORM DRAIN - SEE LOT OR PIPING PLAN OR SIZE, MATERIAL AND ROUTING NOTE: INSTALL DOWNSPOUT COLLECTOR LINES ONLY IF SHOWN ON PLOT OR PIPING PLAN, OR DIRECTED BY OWNER'S REPRESENTATIVE. OTHERWISE DOWNSPOUTS WILL OUTLET ONTO FINISH GRADE AT BASE OF COLUMN AND WILL BE COMPLETED BY CANOPY VENDOR. ELEVATION SEE "FIRST POUR" DETAILS AT LEFT INV. PER PLOT OR PIPING PLAN IF DOWNSPOUT IS AT THE END OF THE LINE, USE 6" 90° ELBOW OR 6" REDUCING ELBOW OF SIZE AS REQUIRED INSTEAD OF TEE. DO NOT ALLOW "SECOND POUR" TO EXTEND UNDER EDGE OF ADJACENT PAVEMENT OR ISLAND. INSTALL SEAL-OFF ON CONDUIT(S) AT HAND HOLE. LIGHTING AND SECURITY ARE NOT TO BE IN SAME COLUMN. 4" x 6" HAND HOLE WITH COVER AND GASKET BY CANOPY VENDOR Ø3 8" CONDENSATE WEEP HOLE BY CONTRACTOR HOLD CONCRETE 1 2" MIN. HIGHER AT COLUMN THAN HIGHEST ADJACENT PAVEMENT ELEVATION TO WHICH "SECOND POUR" IS TO MATCH 7' - 1 " I F M A S O N R Y C O L . I S N O T R E Q U I R E D 7' - 1 0 " I F F U L L O R P A R T I A L M A S O N R Y C O L . I S R E Q U I R E D 4" PVC INTERNAL DOWNSPOUT BY CANOPY VENDOR EXPANSION JOINT ALL AROUND CANOPY COLUMN FULL DEPTH TO BASE PLATE (1 2" MIN.) EXPANSION JOINT FULL DEPTH OF SURROUNDING PAVEMENT ALL SIDES OF "SECOND POUR" (1 2" MIN.) COAT ALL STEEL BELOW GRADE WITH TWO PART SHERMAN WILLIAMS EPOXY - B58W00610 MACROPOXY / 646 FAST CURE EPOXY PART A AND B58V00600 MACROPOXY / 646 FAST CURE EPOXY PART B OR APPROVED EQUAL AFTER CANOPY COLUMN HAS BEEN SET AND TRUED BY CANOPY VENDOR AND APPROVED BY OWNER'S ENGINEER, CONTRACTOR IS TO PLACE NON-SHRINKING GROUT BENEATH BASE PLATE. REFER TO STANDARD SPECIFICATIONS FOR APPROVED TYPES. INSTALLATION OF GROUT TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF "SECOND POUR". 6" DOWNSPOUT RISER (PVC) ROUTE TO STORM DRAIN PER PLOT, PIPING PLAN OR OWNER'S REPRESENTATIVE. 1 2" M I N . 1" M A X . TO W E E P HO L E 48" MIN. REFERENCE SECTION 02630 OF LOWE'S DIVISION 2 STANDARD SITE SPECIFICATIONS AND PROJECT SPECIAL PROVISIONS 6 " M I N . 6 " M I N . COMBINATION INLET NOTES: 1.CONCRETE SHALL BE 4,000SPI MINIMUM FOR ALL PRECAST CONCRETE STORM STRUCTURES. 2.PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE MANUFACTURER. 3.BRICK MAY BE USED TO ADJUST FRAME, GRATE, & HOOD TO SURFACE ELEVATION A MAXIMUM OF 12 INCHES. 1.BEDDING SHALL BE DUMPED CLASS I-A WORKED BY HAND, OR CLASS I-B COMPACTED TO 95% STANDARD PROCTOR. LOCAL CODE PERMITTING WITH GEOTECHNICAL ENGINEER AND OWNER APPROVAL, NATIVE SOIL MAY BE USED FOR BEDDING PROVIDED IT MEETS THE EMBEDMENT AND BACKFILL MATERIALS IN TABLE 1 EXCLUDING CLASS IV-A. 2.HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A, OR CLASS I-B OR CLASS II COMPACTED TO 95% STANDARD PROCTOR. PEA GRAVEL SHALL NOT BE USED AS A HAUNCHING MATERIAL. CLASS III MATERIAL SHALL BE ALLOWED FOR RIGID PIPE COMPACTED AT 95% STANDARD PROCTOR. 3.INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 95% STANDARD PROCTOR, OR CLASS III COMPACTED 95% STANDARD PROCTOR. CLASS I & II MATERAIL SHALL BE USED FOR FLEXIBLE PIPE WHEN FILL HEIGHTS EXCEED 8'. 4.FINAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 90% STANDARD PROCTOR, OR CLASS III COMPACTED TO 95% STANDARD PROCTOR. 5.FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV-A COMPACTED TO 95% STANDARD PROCTOR. 6.ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321. (SEE TABLE 1) 7.ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. CLASS III AND IV-A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT. 8.FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 9.ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. 10.DESIGN ENGINEER SHALL DESIGNATE ON THE PLANS WHERE WATERTIGHT JOINTS ARE TO BE REQUIRED. 11.REPLACE WET OR UNSUITABLE SOIL AS NECESSARY TO PROVIDE A SUITABLE BASE, AS DIRECTED BY GEOTECHNICAL ENGINEER OR OWNER. 12.WHERE GROUND WATER IS PRESENT CLASS I-A MATERIAL SHALL BE WRAPPED WITH A NON-WOVEN GEO-TEXTILE, EXCLUDING BEDDING MATERIAL BETWEEN 4" & 6" THICK. 13.CONTRACTOR SHALL REFER TO GEOTECHNICAL REPORT FOR SOIL TYPE AND CLASSIFICATIONS FOR THIS PROJECT. 14.CONTRACTOR SHALL REFER TO THE LATEST VERSION OF ASTM STANDARDS PRIOR TO CONSTRUCTION AND SHALL COMPLY WITH THESE STANDARDS DURING CONSTRUCTION. 6" MIN. 4" BEDDING MIN. INITIAL BACKFILL FINAL BACKFILL HAUNCHING O.D. T.W. NOTE: MINIMUM TRENCH WIDTH (T.W.) SHALL BE THE GREATER OF (1.25 O.D. + 12") OR (O.D. + 16") (HDPE) OR (PVC) OR (CMP >48"Ø)RCP TRENCH INSTALLATION ASTM C 1479 RIGID PIPE N.T.S. FLEXIBLE PIPE N.T.S. GENERAL NOTES TRENCH AND BEDDING DETAILS TABLE 1: CLASSES OF EMBEDMENT AND BACKFILL MATERIALS ₒBEDDING OVERFILL OR BACKFILL D ₒ/6 min. D ₒₒ DiNOTE: CLEARANCE BETWEEN PIPE AND TRENCH WALL SHALL BE ADEQUATE TO ENABLE SPECIFIED COMPACTION BUT NOT LESS THAN Dₒ/6 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F P-X TREE IN POORLY DRAINED SOIL NTS L_tree planting_compacted soil Root ball surface shall be positioned to be one - quarter above finished grade. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. Trunk caliper shall meet ANSI Z60 current edition for root ball size. 3x widest dimension of root ball. Bottom of root ball rests on existing or recompacted soil. Existing site soil added to create a smooth transition from the top of the raised root ball to the finished grade at a 15% max. slope. SECTION VIEW Existing soil. Original grade. Central leader. (See crown observations detail). Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Finished grade. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USEP-X TREE STAKING - LODGE POLES (3) NTS L_tree staking_lodgepoles x 3 SECTION VIEW 6' - 0 " 2' - 0 " Three (3") two inch lodge pole stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. 32" long non-abrasive rubber ties. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 12" x 8' bamboo pole to the central leader and trunk. Prevailing wind. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE P-X SHRUB - MODIFIED SOIL NTS pdet_shrub_modified soil Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. Modified soil. Depth varies. (See specifications for soil modification). Root ball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Root ball rests on existing or recompacted soil. Existing soil. Finished grade. Shrub. SECTION VIEW URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F S-X TREE PROTECTION NTS L_tree protection_safety netting Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. 4' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE