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Home My WebLink About20120048 Ver 1_Site Plan_20120117mi 11 GENERAL NOTES \\ VI f �y � I VICINITY.'M AP L�_-j t LA t : I : 1 •,ij_ -- �/ � ��` � �—_ , �,. /, `:/ � v� \/ /,�\�� ' � !/� \ �j. " `C/�� _ I --"�t `yam _ �� (i � �\"! -\ ,- � - - Ll 06 j EN �_ t � ��. v Y, � `• `V, .i - -� � \ ✓� �� v �! ,�� C i° � � _/Y � f.\ � l w �T r � ` —_ V `�_ �/ �� _ i - - - 1 % - PROJECT LOCATION - - r i j1, jj , _, rI BELLA CASA SUBDIVISION t I FT ; �I i. / J I �• HOLLAND'S CROSSING ; SUBDIVISION - --F 1 - - r 41 1 I ' - - -- -- - - r s` , � I 1. T` PROTECT ANY UNKNOWN - ; LL BE- RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS O THE CONTRACTOR SHA WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN: UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER. IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT W O 2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER. TOWN OF APEX 4. mi 11 GENERAL NOTES \\ VI f �y � I VICINITY.'M AP L�_-j t LA t : I : 1 •,ij_ -- �/ � ��` � �—_ , �,. /, `:/ � v� \/ /,�\�� ' � !/� \ �j. " `C/�� _ I --"�t `yam _ �� (i � �\"! -\ ,- � - - Ll 06 j EN �_ t � ��. v Y, � `• `V, .i - -� � \ ✓� �� v �! ,�� C i° � � _/Y � f.\ � l w �T r � ` —_ V `�_ �/ �� _ i - - - 1 % - PROJECT LOCATION - - r i j1, jj , _, rI BELLA CASA SUBDIVISION t I FT ; �I i. / J I �• HOLLAND'S CROSSING ; SUBDIVISION - --F 1 - - r 41 1 I ' - - -- -- - - r s` , � I PH ON E. 119 249-3421 FAX. e e e e Mal ..o � w P. E. 1. T` PROTECT ANY UNKNOWN - ; LL BE- RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS O THE CONTRACTOR SHA WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN: UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER. IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT W O 2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER. 3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION ACTIVITIES. 4. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE PROTECTED DURING CONSTRUCTION. 5. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE. 7. CONTRACTOR SHALL PROVIDE, EXCAVATION AND TRAFFIC CONTROL AS REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS: 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT HIS EXPENSE. >. 9: SITE PLAN. ALL SUCH WORK ` MATCH FINISHED GRADES ANDS SUC O CONTRACTOR SHALL BE RESPONSIBLE FOR- LOCATION ADJUSTMENTS OF ALL EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, CLEAN OUTS, MANHOLES ETC: TO SHALL BE COORDINATED WITH THE ENGINEER. 10. UTILIZE SIGNS, BARRICADES; FLAG MEN, OR GUARDS, PER NCDOT STANDARDS, AS REQUIRED TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES. 11. THE CON TRACTOR 'SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. - 12. N N- WORKED HOURS. UTILIZE SIGNS BARRICADES ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING O 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES. 14. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE FOUND, NOTIFY ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE. 15. ALL WORK TO BE PERFORMED ACCORDING TO OSHA SAFETY REGULATIONS. 16 "- THE CONTRACTOR SHALL PROVIDE 24.HOURS NOTICE TO THE TOWN OF APEX FOR ALL REQUIRED INSPECTIONS. 17 ' ALL UTILITIES OR NOT DESIGNATED. FOR REMOVAL OR MODIFICATION ARE T O REMAIN AND BE PROTECTED FROM DAMAGE. _ ,.. - 18 FW ROUTING O WHICH COULD INTENDED TO REMAIN USE THE C COU - ARBITRARY- DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE , ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND DILIGENCE SO AS TO PREVENT THE NOT BE 'PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE ENGINEER AND OWNER BEFORE REMOVAL FOR FINAL DISPOSITION. 9, WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH TOWN OF APEX REGULATIONS. 20 SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATOR Y S 21. ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY. 22. ALL STRUCTURES /UTILITIES DESIGNATED FOR MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. 23. -. MAINTAINED RIGHT OF WAY. CONTRACTOR SHALL NOTIFY THE NCDOT DISTRICT ENGINEER, IN ACCORDANCE WITH ALL DRIVEWAY PERMITS &ENCROACHMENT AGREEMENTS, PRIOR TO BEGINNING ANY WORK WITHIN THE S TATS 24. ALL UTILITY APPURTENANCES REMOVED DURING CONSTRUCTION SHALL BE RETURNED TO THE TOWN OF APEX. 25;1 ALL CONSTRUCTION INSTALLATION PROCEDURES SHALL FOLLOW THE TOWN OF APEX CONSTRUCTION SPECIFICATIONS AND DETAILS INCLUDING ALL S &E PROCEDURES. PH ON E. 119 249-3421 FAX. e e e e Mal ..o � w P. E. TOWN OF APEX CONSTRUCTION SEQUENCE The following begins only after Construction Plans are approved and signed by appropriate Town staff. 1. Have a surveyor flag property lines, right of way limits, buffers, silt / tree protection areas, and flag the Q protection limits. 2. Through the Public Works Engineering Projects Coordinator at 249 -3357, schedule a pre- construction meeting with Public Works inspector(s) and other Town staff. 3. Install gravel construction entrance, temporary diversions, silt fencing, sediment basins, bypass channels, and /or LU other measures as shown on the approved plans. Clear only as necessary to install these devices. 4. Call Stan Fortier at 2494166 for an on -site inspection and approval of installed controls. 5. Begin clearing and grubbing of the site in accordance with the approved construction plan. 6. Maintain S &E measures as needed. 7. After completion of any waterline backfill, establish groundcover on graded slopes and fills within 14 calendar days. 8. Clean and remove sediment from temporary sediment holding devices. 9. Remove temporary diversions, silt / tree combo fencing, check dams, etc. and provide adequate cover or pave any resulting bare areas. All disturbed slopes shall be protected with appropriate slope protection such as rolled erosion control products (RECP). 10. When vegetation has been established, call Stan Fortier at 249 -1166 for final site inspection. SEEDBED PREPARATION 1. Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions with stockpiled soil. Contractor shall reserve sufficient topsoil for seedbed preparation. 2. Rip the entire area to 6 inch depth. 3. Remove all loose rocks, roots, and other obstructions_ leaving surface reasonably smooth and uniform: 4. Apply agricultural lime, fertilizer, and super- phosphate uniformly and mix with soil (see below *). 5. Continue tillage until a well - pulverized, firm, reasonably uniform seedbed is prepared 4 to 6 inches deep. 6. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or cultipack after seeding. 7. Mulch immediately after seeding and anchor mulch. 8. Inspect all seeded areas and make necessary repairs or reseedings within the planting season, if possible If stand is less than 60% established, the entire area shall be reseeded according to specifications using the Cc original lime, fertilizer and seeding rates. 9. Consult a conservation inspector on maintenance treatment and fertilization after permanent cover is Z' established. *APPLY: Agricultural Limestone - 2 tons / acre (3 tons / acre in clay soils) U Fertilizer -1,000 lb / acre - (10- 10 -10) Super - phosphate - 500 lb / acre - 20% analysis Mulch - 2 tons / acre - small grain straw Q, Anchor - Asphalt Emulsion @ 300 gallons / acre v Q Q U zz O o LU 0 . �O ~ >_ V V z � Z 0 0m= UJ LLJ c..r Z o z z CD L J Z 0° V)� 0 F_ cr-, Z J Q Cc N W 0 Z' m o U X: Q, z v 1..1..9 0 ucll� Q ° 0 w _ d W V) CC > W CSC > w J Ui ® Z N OG r m 0 N Z N L4 O n M =NNko N � bi� Q - cc Z 1 m O CC Q N in ILL Z ® = Q 0 Q Q Q U zz O o LU 0 . �O ~ >_ V CSC � Z 0 0m= UJ >�0 c..r o z z CD L J Z 0° V)� cr-, Z J Q Cc N W 0 m U X: Q, ® �ZQ w 1..1..9 wm 0 w _ d CSC w J Ui ® Z N OG r m 0 LL, ; Z W L4 O n M =NNko N � bi� 0 - cc Z 1 m O CC Q _ CA d W L!.! in ILL Z ® = Q 0 Q V4 Q_ LLC) W V JM 0 W W U-1 r *CO) `co 2eW� L iJ N y:� •0 41cl �< d4N <, ocL LL, a CO Q U 10' WIDE MAINTENANCE EASEMENT (PERMANENT) WILL REMAIN THROUGH THE BUFFER (CENTERED) ON PIPE EXISTING NCDOT R/W (60') ZONE 1 TEMPORARY t APEX BARBEQUE ROAD / / BUFFER IMPACT AREA EXISTING HEADWALLS / �/� (TYP.) .J ZONE 2 TEMPORARY RI IGGGR IKADArT 8RG4 (� i 1 r-{ r r _ n e,. ter' _ t^LI G!"V..IIR K/1 tTVD 1 � , .: � f t. ' -.. .,. ��:. ,... � \ � \ � ..n .... � �"�. 1... , ¢ (EXISTING 8" WL} -__ - - --------- - - NOTES: 310 310 - - `E _ CONNECT RJDIP TO _ __._ 1. ALL WORK SHALL STAY WITHIN THE APPROVED SILT FENCING. _ _ EXISTING WL W ITH MEGA LUG AND 2. SILT /TREE COMBO FENCING SHALL BE THE LIMITS OF CONSTRUCTION. { 3. LIMITS OF STREAM CROSSING SHALL NOT BE GREATER THAN 10 ON RODDING (SEE NOTE 8) _ V) W A H J LmL, cn z • Z z � e • dh 0 � � Z • NoToo _NN^ • 0 V s • o Z" U t) w ® w Nao< d � W ® Q p c J w Lu Co ® limb OC .. w or x tu LL W `"i O C'4 `-i O CN O ty n Q V-i Lo 00 N r-4 -- N N I e-1 e-1 V-4 r r _ n e,. ter' _ t^LI G!"V..IIR K/1 tTVD 1 � , .: � f t. ' -.. .,. ��:. ,... � \ � \ � ..n .... � �"�. 1... , ¢ (EXISTING 8" WL} -__ - - --------- - - NOTES: 310 310 - - `E _ CONNECT RJDIP TO _ __._ 1. ALL WORK SHALL STAY WITHIN THE APPROVED SILT FENCING. _ _ EXISTING WL W ITH MEGA LUG AND 2. SILT /TREE COMBO FENCING SHALL BE THE LIMITS OF CONSTRUCTION. { 3. LIMITS OF STREAM CROSSING SHALL NOT BE GREATER THAN 10 ON RODDING (SEE NOTE 8) _ I_ . � -ll V) W A 0 J LmL, • Ln • • r e • dh Z wNmO Z • NoToo _NN^ • ID s • o pC ® Q 0- Vww°1 DC- zX w ® • . Nao< d � U I_ . � -ll G \pN MUST Co L IT Y pp �`'0 vi V) W A 0 J LmL, 01 Ln • • r N ® Z wNmO Z 0 NoToo _NN^ • ID pC ® Q 0- Vww°1 DC- zX w ® • . Nao< d � U J Lu Co limb .. or x tu G \pN MUST Co L IT Y pp �`'0 vi OT V) W A uj J LmL, J DIG! N ® Z wNmO Z uj NoToo _NN^ eG ID pC ® Q 0- Vww°1 DC- zX w Nao< d � U J Co OT W A m n J LmL, J DIG! V) II0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 - 11 +00 12 +00 13 +00 13 +75 090 A MAIN . . . . . . . . . . . . A REINFORCING NOTE: 6" TO 16" MAINS- I2 -NO. 7 BARS 20TO 36" MAINS- I2 -NO. 8 BARS BARS PLACED AS SHOWN STD. NO. TOWN: OF APEX I-. " S bAkbs k THRUST COLLAR INSTALLATION 1600.11 EFFECTIVE: DECEMBER 2,2002 SHEET I OF 1 CASING DIAMETER WALL THICKNESS 4* -12" 2. DIRECTION AND DISTANCE MUST BE ETCHED OR STAMPED INTO THE BRONZE RAN 16" - 24" r INSERT. 30" 42' 5�' Note: 3. ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED OUTSIDE OF THE .6 U) U) .7 3. RESTRAINED JOINT PIPE ONLY. COMPACTED BACkFILL TOWN OF APEX SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. PAVEMENT. OF PROPOSED STD. NO STANDARDS STANDARDS BORE & JACK DETAIL CONCRETE THRUST 600.18 4. WITNESS POST TO BE INSTALLED AT THE RIGHT OF WAY. AND FOR ANCHOR WHEN SILT 4 SHEET I OF I CONCRETE THRUST COLLAR R (300 0 P"� 0.1 5. NO POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES. 6 0.2 D.2 0.1 COLLAR (3600 PSI) 0.1 8 Z MINIMUM 0.3 3" TYP 0.1 0.1 UNDISTURBED SOIL, 0.3 0.5 VALVE BOX 0,2 0,2 4' W v ....... 0.3 ............ 14 MECHANICAIL JOINT A 0.6 0.5 0.5 16 IN UNPAVED AREAS 0.9 0.6 0.5 0.5 TAPPED PLUG 0.9 1.2 71/2"MIN, 0.6 0.6 20 ANCHOR 1.6 1.1 MAIN i. 24 C MAIN I. --- WIM 1.6 {{� {� 0.9 RING 1 11 1 - - 17 ........... JANCHOR M US/ ENCASEMENT `7 AT 3000 PSI UNDISTURSE IL I IT RING TRENCH WALL PLaN SECTION Z-Z A MAIN . . . . . . . . . . . . A REINFORCING NOTE: 6" TO 16" MAINS- I2 -NO. 7 BARS 20TO 36" MAINS- I2 -NO. 8 BARS BARS PLACED AS SHOWN STD. NO. TOWN: OF APEX I-. " S bAkbs k THRUST COLLAR INSTALLATION 1600.11 EFFECTIVE: DECEMBER 2,2002 SHEET I OF 1 TOWN OF APEX STD. N STANDARDS VALVE BOX,MARKER FOR UNPAVED AREAS 600.15 �DECEMBER 3,2112 SHEET I OF I GROUT AND BLOCK TO SEAL HIGH SIDE OF CARRIER PIPEA INSTALL MECHANICAL - DEPTH OF BORE PER PLAN SPIDERS @ 8' O,C. & WITHIN X OF ANY JOINT TO BE CROSSED BY BORE EXISTING GRADE CROSSING PIPE T l(WATERORSEWER) PIPE DIAMETER CASING DIAMETER WALL THICKNESS 4* -12" 2. DIRECTION AND DISTANCE MUST BE ETCHED OR STAMPED INTO THE BRONZE RAN 16" - 24" 36" INSERT. 30" 42' 5�' Note: 3. ONE POST TO BE INSTALLED FOR EACH VALVE LOCATED OUTSIDE OF THE .6 U) U) Three spiders per stick 3. RESTRAINED JOINT PIPE ONLY. ----------- TOWN OF APEX SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. PAVEMENT. OF PROPOSED STD. NO STANDARDS STANDARDS BORE & JACK DETAIL REPAIR OF SILT FENCE FAILURES, 600.18 4. WITNESS POST TO BE INSTALLED AT THE RIGHT OF WAY. AND FOR ANCHOR WHEN SILT 4 SHEET I OF I m 0,1 0.1 5. NO POST REQUIRED FOR FIRE HYDRANT ISOLATION VALVES. 6 0.2 D.2 0.1 0.1 0.1 8 Z MINIMUM 0.3 3" TYP 0.1 0.1 in AV in AV IL AF m AV IL AIF 0.3 0.5 VALVE BOX 0,2 0,2 4' W v 0.5 0.3 & COVER TYP ' FINISHED GRADE 14 0.7 0.9 0.6 0.5 0.5 16 IN UNPAVED AREAS 0.9 0.6 0.5 0.5 18 0.9 1.2 71/2"MIN, 0.6 0.6 20 i'l 1.6 1.1 0.7 i. 24 . . . . . . . . . . . . . . . - Ir J18" I. --- WIM 1.6 {{� {� 0.9 - - 17 NOMINAL CONCRETE BURY ENCASEMENT AT 3000 PSI I IT TOWN OF APEX STD. N STANDARDS VALVE BOX,MARKER FOR UNPAVED AREAS 600.15 �DECEMBER 3,2112 SHEET I OF I GROUT AND BLOCK TO SEAL HIGH SIDE OF CARRIER PIPEA INSTALL MECHANICAL - DEPTH OF BORE PER PLAN SPIDERS @ 8' O,C. & WITHIN X OF ANY JOINT TO BE CROSSED BY BORE EXISTING GRADE CROSSING PIPE T l(WATERORSEWER) PIPE DIAMETER CASING DIAMETER WALL THICKNESS 4* -12" 24" 0.188" 16" - 24" 36" 0.250" 30" 42' 0312" CARRIER PIPE (CASING) W . N MINIMUM CONCRETE BLOCKING (C.Y.)* NOTES: ,-'-WOVEN WIRE FABRIC 1 1. CASING SHALL BE UNCOATED SPIRAL WELDED STEEL MEETING ASTM A-139, z z GRADE B WITH A YIELD STRENGTH OF 35,000 PSI. 0 0 z 2. CROSSINGS ON NCDOT MAINTAINED ROADS TO BE IN ACCORDANCE WITH Ill 03 Note: CURRENT NCDOT STANDARDS AND APPROVED ENCROACHMENT AGREEMENT. .6 U) U) Three spiders per stick 3. RESTRAINED JOINT PIPE ONLY. �4 TOWN OF APEX SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. uj 0 Ill z OF PROPOSED STD. NO STANDARDS STANDARDS BORE & JACK DETAIL REPAIR OF SILT FENCE FAILURES, 600.18 EFFECTIVE: DECEMBER 21, 2010 AND FOR ANCHOR WHEN SILT 4 SHEET I OF I W . N MINIMUM CONCRETE BLOCKING (C.Y.)* w ,-'-WOVEN WIRE FABRIC 1 4 z z X 2: () 0 0 z z Ill 03 Ill Q- .6 U) U) Ill Ca Ill m �4 EXISTING SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. uj 0 Ill z OF PROPOSED lips III STANDARDS Z F3 REPAIR OF SILT FENCE FAILURES, TRAVELING OVER THE STONE; THEN THE TIRES OF AND FOR ANCHOR WHEN SILT 4 0.1 0.1 0,1 0.1 0.1 6 0.2 D.2 0.1 0.1 0.1 8 0.2 0.3 0.2 0.1 0.1 10 0.3 0.5 0.3 0,2 0,2 12 0.4 0.6 0.5 0.3 0.3 14 0.7 0.9 0.6 0.5 0.5 16 0.7 0.9 0.6 0.5 0.5 18 0.9 1.2 0.7 0.6 0.6 20 i'l 1.6 1.1 0.7 0.7 24 1,7 2.3 1.6 0.9 0.9 '-UNDISTURBED EART * CONCRETE SHALL BE 3000 PSI NOTE: WRAP FITTINGS IN 6 MIT. PLASTIC BEFORE POURING CONCRETE TOWN OF APEX TD. NO. STANDARDS REACTION BLOCKING 600.13 EFFECTIVE: DECEMBER 3, 2002 SHEET 1 OF 1 MIN. 10 GA. LINE WIRES 8' MAX VARIABLE AS DIRECTED BY THE ENGINEER lm DRAINAGE AREA (AC) ,-'-WOVEN WIRE FABRIC 1 4 2 SILT FENCE GEOTEXTILE FABRIC 3 8 -32" MIN. WIDTH 5 TO ENSURE CONSTRUCTION ENTRANCE IS USED. ILL SLOPE III 10100110moomm EXCEEDED, USE 6" DIP AS A PROTECTIVE SLEEVE. r 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT EXISTING SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. 26" OF PROPOSED lips III STANDARDS VALVE BOX INSTALLATION REPAIR OF SILT FENCE FAILURES, TRAVELING OVER THE STONE; THEN THE TIRES OF AND FOR ANCHOR WHEN SILT WHICHEVER IS W4111; FENCE IS PROTECTING CATCH GREATER GRADE N BASIN. 3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL MIN. COVER CLEAN THE AREA AND INVOICE THE FINANCIALLY (SURGE STONE OR RAILROAD RESPONSIBLE PARTY. OVER SKIRT* NEW CONSTRUCTION-,\ ANCHOR SKIRT AS za MIN- SIDE VIEW -- ---------- SILT FENCE FABRIC INSTALLED • SECOND WIRE FROM TOP 12•VT VIr'll NOTES: 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED I ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. 2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL. OWN OF APEX STANDARDS IN. 1221 GA- INTERMEDIATE WIRES RADE STEEL POST DRAINAGE AREA (AC) ,-'-WOVEN WIRE FABRIC 1 4 2 SILT FENCE GEOTEXTILE FABRIC 3 8 -32" MIN. WIDTH 5 TO ENSURE CONSTRUCTION ENTRANCE IS USED. ILL SLOPE . . .... .. . EXCEEDED, USE 6" DIP AS A PROTECTIVE SLEEVE. r 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT EXISTING SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. 26" OF PROPOSED USE #57 WASHED STONE FOR ROADWAY STANDARDS VALVE BOX INSTALLATION REPAIR OF SILT FENCE FAILURES, TRAVELING OVER THE STONE; THEN THE TIRES OF AND FOR ANCHOR WHEN SILT WHICHEVER IS W4111; FENCE IS PROTECTING CATCH GREATER GRADE N BASIN. 3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL MIN. COVER CLEAN THE AREA AND INVOICE THE FINANCIALLY (SURGE STONE OR RAILROAD RESPONSIBLE PARTY. OVER SKIRT* NEW CONSTRUCTION-,\ ANCHOR SKIRT AS DIRECTED BY ENGINEER* MIN- SIDE VIEW L �35' STD. NO-, I TEMPORARY SILT FENCE �=12"MIN. 400:0 \-FABRIC UNDER SHEET I OF 1.1 PICKHOLES �IC1"LETTERS RECESSED FLUSH PICKHOLES �IC1/4" LETTERS RECESSED FLUSH MANUFACTURER USA MODEL MOIDYIYR 7116'J I L- -11/8" 7/16 "-,---I /16"J ---I L- -11/8" TOP VIEW TOP VIEW BOTTOM VIEW 7 5/16" - -- � L 5 1/4 "-1 1 -5 314"- 3 1/2"- FRONT VIEW SECTION VIEW COVER WEIGHT: 16 LBS TOWN OF APEX I STD. NO. STANDARDS VALVE COVER 1600.09 EFFECTIVE: NOVEMBER 20, 2007 1 SHEET I OF 1 WIRE FENCE--- PLAN VIEW �STEEL FENCE POST HARDWARE CLOTH---_ FILTER OF # 57A NOTE: D WASHED STONE 1. APPLICABLE FOR DRAINAGE AREAS NO MORE THAN 1/4 ACRE. 2. USE AS A REPAIR OF SILT FENCE FAILURES. FLOW DIRECTION 1 " 3, BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 6 INCHES. SIDE VIEW SILT FENCE FRONT VIEW TOWN OF APEX STD. NO. STANDARDS TEMPORARY SILT FENCE OUTLET 400.02 EFFECTIVE: DECEMBER 21, 2010 SHEET I OF 1 DESIGN OF SPILLWAYS DRAINAGE AREA (AC) MIN. WEIR LENGTH (FT) 1 4 2 6 3 8 4 5 TO ENSURE CONSTRUCTION ENTRANCE IS USED. TOP ELEVATION OF STORMWATER #57 WASHED STONE ------------- EXISTING SLOPE I RIP-RAP TER FABRIC SIDE VIEW NOTE: t HEIGHT & WIDTH. DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. 2. KEY RIP RAP, INTO THE DAM FOR STABILIZATION, VAKIto -'----KEYED RIP RAP #57 WASHED STONE FRONT VIEW EXlSTiryG SLOPE STEP SEQUENCE TOWN OF APEX STD. NO. STANDARDS CHECK DAM 400.05 EFFECTIVE: DECEMBER 3, 2002 SHEET I OF 1, 50' MIN. 13000 PSI CONCRETE ENCASEMENT (SUFFICIENT TO KEEP (OUTSIDE PAVEMENT) SEDIMENT ON SITE) NOTES: 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP CONCRETE BLOCKING NOTES. TO ENSURE CONSTRUCTION ENTRANCE IS USED. 1. IN CASES WHERE MAX. VALVE BOX HEIGHT IS . . .... .. . EXCEEDED, USE 6" DIP AS A PROTECTIVE SLEEVE. 20' OR WIDTH 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT EXISTING SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. TOWN OF APEX OF PROPOSED THE MUD IS NOT REMOVED BY THE VEHICLE ROADWAY STANDARDS VALVE BOX INSTALLATION STREET, TRAVELING OVER THE STONE; THEN THE TIRES OF WHICHEVER IS THE VEHICLE MUST BE WASHED BEFORE % GREATER ENTERING PUBLIC ROAD. 3. IF A PROJECT CONTINUES TO DEPOSIT MUD AND DEBRIS ONTO THE PUBLIC ROAD, THE TOWN WILL 2"-3" STONE TO BE USED CLEAN THE AREA AND INVOICE THE FINANCIALLY (SURGE STONE OR RAILROAD RESPONSIBLE PARTY. E!AN BALLAST) NEW CONSTRUCTION-,\ EXISTING ROADWAY-"\ MIN- 15'MIN---� L �35' �=12"MIN. 6" MINJF \-FABRIC UNDER STONE CROSS SECTION TOWN OF APEX STD. NO. STANDARDS CONSTRUCTION ENTRANCE 400.06 EFFECTIVE: DECEMBER21,2010 SHEET I OF 2 VALVE BOX & COVER PAVED AREAS UNPAVED AREAS PLAN T3-F 6" ASPHALT SURFACE-7 4' VALVE BOX & COVER 3000 PSI CONCRETE �� j/ ASPHALT BASE ENCASEMENT �OMPACTED BACKFILL VALVE BOX SHALL NOT---' / j / / /// CONTACT MAIN OR VALVE 13000 PSI CONCRETE ENCASEMENT (OUTSIDE PAVEMENT) OR MAIN ASPHALT (INSIDE PAVEMENT) III CONCRETE BLOCKING NOTES. 1. IN CASES WHERE MAX. VALVE BOX HEIGHT IS EXCEEDED, USE 6" DIP AS A PROTECTIVE SLEEVE. 2. ALL VALVE BOXES AND COVERS SHALL MEET ASTM SECTION �A48, GRADE 35B IRON REQUIREMEIVINTS. TOWN OF APEX STD. NO. 600.08 STANDARDS VALVE BOX INSTALLATION EFFECTIVE: DECEMBER 21, 2010 SHEET I OF I