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Home My WebLink AboutSW3181201_Plansheet C500 - Misc. Detail_20220407EXISTING GROUND SEEING MIXTURE 4' MAX. STEEL POST SPECCIES RATE (LB/ACRE) RYE (GRAIN) 120 19-GUAGE WIRE FENCING 8' MAX. STANDARD STRENGTH FENCE WITH WIRE FENCE HARDWARE CLOTH WOVEN FILTER 6' MAX. W/EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 50' MIN. PUBLIC STREET SEEDING DATES MOUNTAINS-AUG. 15 - DEC. 30 (" MESH OPENINGS) FABRIC PLASWIRE TIC - COASTAL PLAIN AND PIEDMONT-AUG. 15 - DEC. 30 NCDOT #5 OR #57 N TIESOR - -ITI_ -ITI t;tIII,-III-III SOIL STABILIZATION SOIL AMENDMENTS WASHED STONE FABRIC UNDER 2"-3" FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 '� - COURSE AGGREGATE FERTILIZER. N SEEDING MIXTURE NCDOT #5 OR #57 IN 50' MIN. ofMULCH SPECIES RATE (LB/ACRE) WASHED STONE 00 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING RYE (GRAIN) 120 04 w WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A ANNUAL LESPEDEZA (KOBE IN -III- z oc DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A PIEDMONT AND COSTAL PLAIN, III=III=III II=III=III=III-III=III III III III III III III III III=III 1 III N 11I III -III -III III-III=III=III=III=III=11I-I11=III=III=11I-III-III-III=11I-I III-III=11 MULCH ANCHORING TOOL. KOREAN IN MOUNTAINS) 50 I1III=III=III III=IIIIIIIIIIIIIIIIIIIIIIIIIIIIII=III=III (j FILTERED SECTION II III 1II II 1=III=III=III=III=11II1 lI-11I III-III=11I-III-III-III=11I-I -11I-III it ao D U MAINTENANCE OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY OOOOOOOOO WATER II III-III=1 I -III -III- - 1=1 I -III -III -III -I 1-1 1 -1 1-1 -I -ITI-III- -III-I III=III J - m REPAIR AND RE -FERTILIZE DAMAGED AREAS IMMEDIATELY. COVER IS NOT TO EXTEND BEYOND JUNE. m TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF OOOOOOOOO NECESSARY TO EXTENT TEMPORARY COVER BEYOND JUNE 15, SEEDING DATES OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COSTAL MOUNTAINS -ABOVE 2500 FEET: FEB. 15 - MAY 15 PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE 2500 ET: FEB. 1 - MAY 1 GENERAL NOTES: FEBRUARY OR EARLY MARCH. PIEDMONT-JBELOW MAYF1 STEEL POST COASTAL PLAIN -DEC. 1 - APRIL 15 FIGURE 6.51A HARDWARE CLOTH 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIRE FENCING TEMPORARY SEEDING RECOMMENDATIONS FOR FALL WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH WOVEN FILTER NOTES: SOIL AMENDMENTS AND GRAVEL INLET PROTECTION 12" STAY SPACING. FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND PLAN 2. FABRIC WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO 1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE SEEDING MIXTURE AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. �pQ�' REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. - z `� - TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. SPECIES RATE (LB/ACRE) CONSTRUCTION SPECIFICATIONS 3. 00 - �, II STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE F��'- III= 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE GERMAIN MILLET 40 MULCH II1_ SELF -FASTENER ANGLE STEEL TYPE. 1I11111-III ��11- 1111111111111= CONSTRUCTION ENTRANCE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING INLET. 2• DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POST EVENLY 4. WIRE FENCING SHALL BE AT LEAST 10 GAGE WITH A III -II i_iii-I # 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A AROUND THE PERIMETER OF THE INLET, A MAXIUM OF 4 FEET APART. MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.14 4 REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND MULCH ANCHORING TOOL. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL 5. TURN SILT FENCE UP SLOPE AT ENDS. BACKFILL TRENCH MIN. REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. SEEDING DATES POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH UNDER THE 6. WIRE MESH SHALL BE MIN. 14 GAGE WITH MAXIMUM 6" AND COMPACT 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE MOUNTAINS -MAY 15 - AUG. 15 MAINTENANCE GRAVEL FOR ANCHORING IS RECOMMENDED. OPENINGS. THOROUGHLY REMOVED IMMEDIATELY. PIEDMONT -MAY 1 - AUG. 15 REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, 4. PLACE CLEAN GRAVEL (NCDOT#5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES 7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO COASTAL PLAIN -APR. 15 - AUG. 15 REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. FENCE (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN OTHER DAMAGE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND BUFFERS OR WETLANDS REFER TO SWIM BUFFER ( AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT SOIL AMENDMENTS FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND ESTABLISH FINAL GRADING ELEVATIONS. GUIDELINES). BASIN. AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 TEMPORARY SEEDING RECOMMENDATIONS 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER_ 6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED. FERTILIZER. FOR LATE WINTER AND EARLY SPRING MAINTENANCE MAINTENANCE NOTES: MULCH MAINTENANCE NOTES: APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR MULCH ANCHORING TOOL. REMOVAL. REPLACE STONE AS NEEDED. BECOME INEFFECTIVE, REPLACE IT PROMPTLY. LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP MAINTENANCE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERENCES CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. MATERIALS SPILLED, WASHED OR TRACKED ONTO TO PUBLIC ROADWAYS. REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND OTHER DAMAGE. INLET PROTECTION 6.52, BLOCK AND GRAVEL INLET PROTECTION BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER 6.54, ROCK DOUGHNUT INLET PROTECTION DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADS AND STRUCTURES em Silt Fence Tem ora Gravel Construction Entrance Seedin S ecifications for Tem ora Erosion Control Hardware Cloth and Gravel Inlet Protection (DTN �ora 2 3 4 CDEQ 6.62 NCDEQ STD. 6.06 NCDEQ STD. 6.10 NCDEQ STD. 6.51 W1=3Do NOTES: NOTES: 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE L = THE DISTANCE SUCH THAT POINTS END OF FLARED PROVIDED WITH STEPS V-2" ON CENTERS. A AND BARE EQUAL ELEVATIONS SECTION 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED 2 ALL CONCRETE TO BE 3000 P.S.I. COMPRESSIVESTRENGT _ A B BY THE ENGINEER. 3. MORTAR JOINTS SHOULD BE BETWEEN J" AND - -I - L THICK.- 2. REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES' 4. BRICK MASONRY DROP INLET NOT TO BE USED IN- /� EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR RIPRAP APRON DESIGN LOCATIONS SUBJECT To TRAFFIC, FOR STRUCTURES - ---,II - STANDARDS. WITHIN TRAFFIC BARING ARES, USE PRE -CAST - STRUCTURE INSTEAD. 1.5' 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK EXISTING 9" MIN. MIN. 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE CONC. PIPE OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN GROUND .. OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. LIEU OF HARD COMMON CLAY BRICK. 0 FOR 8 6. - IN HEIGHT OR LESS USE 8 WALL OVER -III=III-III- Z 8'-0' IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP B B - - - OF WALL AND 8' WALL FOR THE REMAINING 6'-0". - - J 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE CONC. QUANTITIES TO BE ADJUSTED ACCORDINGLY. - -I -I o RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT XX 7. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK - .. THE INVERT OF THE APRON SHALL BE ATTHE SAME GRADE (FLUSH) WITH THE SURFACE OF THE PIPE EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED = FILTER -I FILTER I. I. RECEIVING RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM SMOOTH. 8. ALL SLABS SHALL BE FORMED. _, -III= CLOTH W2 END. 9. FRAME AND GRATE FOR THIS STRUCTURE IN ALL PLAN VIEW END OF APRON SITUATIONS SHALL BE "US FOUNDRY" #4139 & #6429 12" OF NCDOT #5 OR 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE I I L OR APPROVED EQUAL WITH H2O LOADING CAPACITY. #57 WASHED STONE 1.5' PLAN RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 10. REFER TO NCDOT STRUCTURE DETAILS FOR PIPE SIZES * LARGER THAN 24".> 11. USE CONCRETE MASONRY UNITS OR (2) 6" PRECAST CLASS B RIPRAP 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. GRADE RINGS TO SET GRATES. ALLOW FOR TOP 1' TO 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT PLAN BE ADJUSTED ACCORDINGLY. 12. PRE -CAST BOXES CAN BE SUBSTITUTED. SUBMIT SHOP FILTER BE ALLOWED. DRAWINGS ON ALL STRUCTURES. CLOTH 2' MAX AT 0% S� 3'-6" 2'-6" CENTER 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 4" 4" z _ - ,�,� _ 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF RIP L 4' TO 6' 1'-6" 1' MIN. RAP. A FILTER FABRIC LAP 8" 8" 8" CONSTRUCTION SPECIFICATIONS: CROSS-SECTION VIEW (IF NEEDED) 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED. g 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. ELEVATION 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL CONC. CONC. PIPE CONC. WHERE THE DAM ABUTS THE CANNEL BANKS. DESIGN DATA TAKEN FROM THE USDA NOMOGRAPH LOCATED PIPE PIPE CONC. 3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. IN THE NC SEDIMENT AND EROSION CONTROL MANUAL IL PIPE 4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE - - - -17 LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM NATURAL GRADE RIPRAP M M _ I � can w �z Y NOTE: MINIMUM LAYER OF H=J PIPE DIAMETER FILTER FABRIC SECTION B-B * d50 (SEE FIG. 8.06 A&B "NC SEDIMENT AND EROSION CONTROL MANUAL" DMAX = 1.5 X d50 T = 1.5 X DMAX 5 Ri rapOutlet Protection NCDEQ STD 6 Al OUTLET PROTECTION SUMMARY OUTLET La W1 W2 *T H CLASS RR 1 A& 1 B 10' 2.5' 11, 5.4" 8" A 3A & 3B 10' 3' 11' 5.4" 8" A 4 10' 3.75' 1 1.25' 5.4" loll A 5 10' 4.5' 1 1.5' 8.1 " 12" A 6 10' 3.75' 11.25' 5.4" 10" A 7 12.5' 6' 14.5' 10.8" 161, A 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD a - CAUSE EROSION. a 6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. a a a 7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE " 6 6 CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FORM DISPLACED STONES. SECTION X-X SECTION Y-Y MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (I INCH OR GREATER) DIMENSIONS AND QUANTITIES DIMENSIONS OF BOX & PIPE CONC. IN BASE TOTAL BRICK MASONRY DEDUCTIONS FOR ONE PIPE PIPE SPAN WIDTH HEIGHT PER FT. HEIGHT BRICK COPING MIN. H SIZE A B H (MIN.) C.U. YDS. C.M. R.C. 12" 3'-0" 2'-0" 2'-8" 0.267 0.313 0.037 0.871 0.020 0.032 15" 3'-0" 0.976 0.031 0.047 18" 3'-5" 1.106 0.044 0.065 24" 3'-0" 2'-0" 1 4'-0" 1 0.267 1 0.313 1 0.037 11.289 1 0.078 1 0.113 -Illc h a rg e p o s rt+ ChargePoint CT4000 Family --c h a rg e o i n+ ChargePoint CT4000 Family CT4021 (6') and CT4025 (8') CT4023 (6') and CT4027 (8') CT4000 Family Specifications Safety and Connectivity Features CT4000 Level 2 Commercial Charging Stations Bollard Wall Mount Ground Fault Detection 20mA CCID with auto retry 1 R SQ. so. M) ro' Specifications and Ordering Information Single Port (AC Voltage 208/240VAC) Dual Port (AC Voltage 208/240VAC) Open Safety Ground Detection Continuously monitors presence of safety (green wire) ground connection z.o APLEs LINING SHALL BE MANUFACTURED BY: Q Electrical Input SQ, M> -NORTH AMERICAN GREEN: S75 FABRIC Input Input Power Required Service input Input Power Required service Plug -Out Detection Power terminated per SAE J17721 specifications 2- (0.6m) �J Current Connection Panel Breaker Current Connection Panel Breaker J- L -AMERICAN EXCELSIOR CO. : PREMIER STRAW - Power Measurement Accuracy /-2%from 2%to full scale (32A) E E 10' 0.25m 40A dual pole Two independent 40A 40A dual pole O O O ( ) GREEN DOUBLE NET OrderingInformation Standard 30A One non-GFCIt a 30Ax2 branch circuits type) PowerRe o g O O O < type) (non-GFCI t e) x 2 p rt/Store Interval 15 minute, aligned to hour zo (1.5m) ,,• 0asm -EROSION CONTROL BLANKET: MODEL S32BD 21 ,r o I-O I- c ) CHANNEL (30 OM) r- Specify model number followed by the applicable Code(s). 11,g" Standard Power Share n/a n/a n/a 32A One 40A branch circuit 40A dual pole Local Area Network 2.4 GHz Wi-Fi (802.11 b/g/n) T e6 O o I OR APPROVED EQUAL. The order code sequence is: Model -Options. Warranty and Misc are 19 (302 mm) (non-GFCI type) I 3.s' (t.om) � 20• (0 5m) (289 mm) 18.5" 19.0„ Wide Area Network 3G GSM, 3G COMA O O O p 0 3 ordered as a separate line item. , �,, (470 mm) (463 mm) Power Select 24A 24A One 30A branch circuit 30A dual pole 24A x 2 Two independent 30A 30A dual pole 3.3' (t.0m) r"'o LINING INSTALLED IN ACCORDANCcE� (non-GFCltype) branch circuits (non-GFCltype) x2 Safety and Operational Ratings O O O O O O O WITH MANUFACTURER'S r Power Select 24A Power Share n/a n/a n/a 24A One 30A branch circuit 30A dual pole Enclosure Rating Type 3R per UL SOE SPECIFICATIONS OR APPROVED EQUAL Model 6'Single Port Bollard Mount CT4011 (non-GFCltype) I 3.4 STAPLES PER SQ. 3.75 STAPLES PER SQ. 6' Dual Port Bollard Mount CT4021 a Power Select 16A 16A One 20A branch circuit 20A dual pole 16A x 2 Two independent 20A 20A dual pole Safety Compliance UL listed for USA and cUL certified for Canada; complies with UL 2594, UL 2231-1, UL 2231-2, YD. YD. • • 6' Single Port Wall Mount CT4013 (non-GFCI type) branch circuits (non-GFCI type) x 2 and NEC Article 625 4.5 STAPLES PER SO. 6' Dual Port Wall Mount CT4023 M) M) i mBOTTOM 13.7" 13.7" Power Select 16A Power Share n/a n/a n/a 16A One 20A branch circuit 20A dual pole h Surge Protection 6kV @ 3000A. In geographic areas subject to frequent thunder storms, supplemental surge • i ) „ „ 8' Dual Port Bollard Mount CT4025 (347 mm) (347 mm) (non-GFCI type) protection at the service panel is recommended. WIDTH W 8' Dual Port Wall Mount CT4027 �� f1 O EMC Compliance FCC Part 15 Class A _ Service Panel GFCI Do not provide external GFCI as it may conflict with internal GFCI (CCID) Options Integral Gateway Modem -USA -GW1 - to CM � ITT -1 � = 1 "X" � � Integral Gateway Modem -Canada -GW2 -_ (233 mm) (233 mm) Wiring -Standard 3-wire (Ll, L2, Earth) 5-wire (L7, Ll, L2, L2, Earth) Operating Temperature -22°F to 122°F (-30°C to +50°C) / O ) - I` 2 I- - I -I 1-I 1 1-1 1 1-1 1 1-1 1 1- Misc Power Management Kit CT4000-PMGMT Storage Temperature -22°F to 140°F (-30°C to +60°C) U' _ `� 0 - - - - - - I- _ Wiring - Power Share n/a 3-wire (Ll, L2, Earth) Z = - I- Bollard Concrete Mounting Kit CT4001 CCM r? O -I 1-I 1-I 1-I 1-I 11-11 - 1 LLJ Non -Operating Temperature -40°F to 140°F -40°C to +60°C ( - P 9 P < ) 6 - __________ Station Power 8W typical (standby), 15W maximum (operation) - - - - - - - - YP C Y). (P ) -IIIIII-III-IIIIIIIII-III "\ Z � Warranty ChargePoint Assure CT4000-ASSUREn' ---- „ ,I,dl „ N'c :'4 ......................................... . . . . r - s --1-1-1-1 - - -III-III-III-111- I' 'Bli 1 •� 5 CM - t2.s J 0 Operating Humidity Up to 85% 122°F (+50°C) non -condensing -------- I-( CM) •Substitute n for [he tluration of the additional covers e 2 3 or 4 ears g y �° g Y ) en ;, 11:C :•l ..................... ::: ................. .. - IIII1 � 11 � 11 111 I I - _ _ _ =1 111 111 111 111 11= 9 U.. I:I I 1 -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-I I- li Itgi ii I Electrical Output p N n -Operating Humidity U t 122°F n n-condensing 0 0 e ato 95% 50°C o I -P ( ) I III P 9 @ I I I- =1 I I I III -III I IIIIIIIIIIIIIIIIIIIIIIII-III- I I 's1=1'c1 a%� O III III -III i1 alll lI'Ili1 °F 1 OS°Cindad Z2kW 24 VAC 30A Z2kW 24 VAC 30 Terminal Block Temperature Rating 221 r I Order Code Examples p ------------------ II '" l l Standard Power Share n/a 7.2kW <240VAC@30A) x 1 or 3.8kW (240VAC@76A) x 2 ................. ll Maximum Charging Stations per 802.11 Radio Group 10. Each station must be located within 150 feet "line of sight" of a gateway station. 15 CM �,If ordering this the order code is f (to CM - is cLy'.'.'. ( ) Dual Port Bollard Mount USA Gateway Station CT4021 GWl Power Select 24A 5.8kW (240VAC@24A) 5.8kW (240VAC@24A) x 2 ChargePoint, Inc. reserves the right t0 alter product offerings and specifications at an time without notice and i5 not responsible for t ora hical Or graphical errors that 9 9 P 9 P Y Po YP 9 D 9 P may with Concrete Mounting Kit CT4001-CCM Power Select 24A Power Share n/a 5.8kW (240VAC@24A) x 1 or 2.9kW (240VAC@72A) x 2 appear in this document. O O GRASSED LINED SWALE Single Port Wall Mount Station with 4 Additional CT4013 Power Select 16A 3.8kW (240VAC@16A) 3.8kW (240VAC@16A) x 2 Years of Assure Coverage CT4000-ASSURE4 CT4025 CT4027 1. PREPARE SOIL BEFORE ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND 95.5" 95.5" Power Select 24A Power Share n/a 3.8kW (240VAC@76A) x 1 or 1.9kW (240VAC@8A) x 2 Contact Us SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE Dual Port Wall Mount Canada Gateway Station CT4023-GW2 (2426 mm) °°°°° (2426 mm) DOWN with 2 Additional Years of Assure Coverage CT4000-ASSURE2 C order your CT4000 charging station: 2. BEING AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM), DEEP X 6" (A=15 CM) WIDE TRENCH WITH APPROXIMATELY Functional Interfaces Note: All CT4000 stations come with 1 year of ChargePoint Assure coverage CT4021 CT4023 12" (30 CM) OF 2- IP's(30 EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's NCH WITH A ROW OF STAPLES/STAKES 71.3" 71.3" Q Call +1.408.370.3802 or +1.877.370.3802 (US toll free) at no charge. Connedor(s) Type SAE J7772TM SAE J7772TM x 2 APPROXIMATELY 12 30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKflLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 70 (1811 mm) (1811 mm) COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER Cable Length-6'Cable 18'(5.5 meters) 18'(5.5 meters) x 2 Email sales@chargepoint.com Recommended Companion Products Q COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's. 3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL Description Management " SURFACE. ALL MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES APPROPRIATE LOCATIONS AS SHOWN IN 46.7" 46.6" Management THE STAPLE PATTERNTTERN GUIDE. WHEN USING THE DOT SYSTEMn, STAPLES/STAKES SHOULD BE PLACED THROUGH Cable Length - 8' Cable n/a 23' (7 meters) ChargePoint Commercial Service Plan, 3-year CTSW-SAS-COMM-3 (1186 mm) (1184 mm) ROUGH EACH OF THE COLORED DOTS Subscription CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4' - 6" (10 CM - 15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES Station Initial Activation CPSUPPORT-ACTIVE Overhead Cable Yes Management System LCD Display 5.7" full color, 640x480, 30fps full motion video, active matrix, UV protected Station Management Service, 3-year CPSUPPORT-MGMT3 � h a rg e p o i rri- AGGERED 4 10 CM APART AND 4" (10 CM) ON CENTER TO SECURE RECP's. Subscription 'a1�ll �. 5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) Card Reader ISO 15693, ISO 14443, NFC APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKflLL AND COMPACT THE TRENCH AFTER STAPLING. or services mentioned are the trademarks. service 6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED. ChargePoint, Inc. registered logo mark of Charge Locking Holster Yes Yes x 2 7. IN HIGH FLOW CHANNEL APPLICATIONS A STAPLE CHECK SLOT IS CT4021 bollard station with 6'cable management Copyright ©2015 ChergePoinL Inc. All rights re5ervetl. CHARGEPOINT is U.S. registered lretlemarWservice mark. and an EV Point. Inc. All other products marks. registered RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE 1692 Dell Avenue l Campbell, CA 195008-6901 USA trademarks or registered service marks of their respective owners.DS-CT4000.00. Feb 2015. PIN 73-001020-01.6. +1.408.370.3802 or toll free +1,877,370.3802ROW OF STAPLES 1111 chargepoint.com Printed on paper made with 100%post-consumer fiber and Listed by Underwriters 8 7� W , and processed chlorine free. Laboratories lire. @ro STAGGERED 4 10 CM APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. ®� PCF 8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 100%certified renewable energy 1 CM) DEEP X 6• (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. chargepoint.com 3 2 chargepoint.com • IN LOOSE SOM ONDmONS, THE UgEI�IS- A9tf R STAKE LENGTHS V"f S�IJ*,t*Y3R6)UN&C�Y TO PROPERLY ANCHOR TH 's.��8 A• OVERLAPS AND SEAMS ALTERED IF NECESSARY TO ALLOW STAPLES TO C B. PROJECTED WATER SECURE THE CRITICAL POINTS ALONG THE LINE CHANNEL SURFACE. C. CHANNEL BOTTOM/ SIDE SLOPE VERTICES IN LOOSE SOIL CONDRIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' (15 CM) MAY BE NECESSARY TO PROPERLY Char I n Stat i o n S I o e Matting/Swale Liner ANCHOR THE RECP's. 8 NTS RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS). REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 6 Dro Inlet Detail Check Dam N.T.S. NCDEQ STD. 6.83 r7 0 3' (0.9m) _L0 STAPLE PATTERN GUIDE O 3.3' 6.67' (2.03 M) WIDE -r _L2' (O.Bm) *USE BIB 0AADABLE 0 1 O O -10 O NOTES s.3' (t.0m) ~ A. 4:1 SLOPES 1.8' (0.5m) 0.7 STAPLES PER SQ. 3.3' (1.om) B. 3:1 SLOPES O C. 2:1 SLOPES & STEEPER 3.3- (1.0m) �' SQ. M) D. MEDIUM/HIGH FLOW CHANNEL O O 0 SHORELINE 1.15 STAPLES PER SO. YD. 1 7 STAPLES PE SWALE CHART SEE GRADING AND DRAINAGE PLAN FOR SWALE LOCATIONS GRASS SWALES BOTTOM WIDTH "W" - FT. 2 - 5 BOTTOM SLOPE FT./FT. 0.015 - 0.13 SIDE SLOPE "M" <_ 3:1 DITCH DEPTH "D" - FT. 1.0 MIN. LINING DEPTH "H" - FT. 1.0 >'oQo Eo Ln o 00 ° r0 M N DO u 0- OJ 00 M E °nULnN U U to z � In o6 c o a+ IOu V) o d cU c0 U a, a, .E } 0 Q C (U (U E au a rn Lr) m N Seals: PRELMNARY Corp. NC License: F-1320 Project No: 17000188 Date: 03.07.22 Revisions: QPer NCDEQ Comments 03.28.22 Sheet Title: Site Construction Details Sheet No: C500