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Home My WebLink About20170296 Ver 1_Site Plans_20170315SITE DATA TABLE OWNER: WILLIAMSON, CATHERINE MILNER CAPPS, MARY LUCIE OWNER ADDRESS: 1041 NORTH DRIVE SAINT LOUIS MO,63122-1723 TYPE OF PROJECT: SINGLE FAMILY RESIDENTIAL COUNTY: WAKE SITE ADDRESS 5149 MILNER DRIVE RALEIGH, NC 27606 SITE AREA: 74.18 AC (GIS) 73.98 AC (SURVEY) 3,231,280 SF 3,222,568 SF DISTURBED AREA: 8.98 AC NO. OF EXISTING BLDS: 6 NO. OF PROPOSED BLDGS: 45 EXISTING IMPERVIOUS AREA: 0.07 AC 3049 SF PROPOSED IMPERVIOUS AREA: 11.08 AC PERCENT IMPERVIOUS: 15% SETBACKS FRONT: R -40W 15' R -80W 20' BACK: 15' 15' SIDES: 7.5' 10' CORNER: 15' 20' MINIMUM LOT WIDTH: 75' MAXIMUM HEIGHT: 35' MINIMUM LOT SIZE: 30,000 SF NUMBER OF LOTS: 45 R/W WIDTH: 50' RADIUS ON CUL-DE-SAC BULB: 35' LANDUSE AND CLASS: SINGLEFAM/ACRE HS PIN: 0771-95-5595 DEED BOOK & PAGE #: BK: 007159 PG: 00097 ZONING: R-40W/R-80W TOWNSHIP: SWIFT CREEK WATERSHED: NEUSE SITE SPECIFIC NOTES: 1. THE DEVELOPER IS: ANHUT PROPERTIES LLC 2. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING ENGINEER, 5112 BUR OAK CIRCLE, RALEIGH, N.C. 27612; (919) 789-0744. 3. THE SURVEYOR IS: CM&P, P.C. PROFESSIONAL LAND SURVEYORS 4. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM USGS QUAD SHEETS. STREET CROSS SECTIONS AND LOCATION OF EXISTING PAVEMENT AND STRUCTURES PROVIDED BY THE SURVEYOR. 5. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION PROVIDED BY CM&P, P.C. PROFESSIONAL LAND SURVEYORS 6. ALL ROADS WILL BE PUBLIC AND 20' WIDE. 7. RIGHT-OF-WAY WIDTHS SHALL BE 50 8. CUL-DE-SACS SHALL BE RADIUS 35' FOR PAVEMENT AND 50' FOR R/W 9. ALL LOTS WILL BE SINGLE FAMILY RESIDENTIAL. 10. ALL LOTS WILL BE SERVED WITH A COMMUNITY WATER SYSTEM AND INDIVIDUAL SEPTIC SYSTEMS. 11. THE TOTAL AREA OF DISTURBANCE HAS BEEN DETERMINED TO BE 3.43 ACRES. 12. OPEN SPACE IS FOR CONSERVATION. 13. OPEN SPACE WILL BE OWNED/MAINTAINED BY HOA. 14. APPROVAL AND A TREE SURVEY ARE REQUIRED PRIOR TO ANY ACTIVITY AND/OR CONSTRUCTION IN THE TREE PROTECTION ZONE. 15. THE BUFFERS ARE NOT TO BE DISTURBED 16. ALL YARD INLETS WILL USE NEENAH FOUNDRY CATCH BASIN INLET FRAME WITH GRATE TYPE A OR C (R -3339-A). ZONING: TOTAL TRACT AREA: 73.98 AC (PIN: 0771-95-5595) ZONING R -40W AND R -80W PROPOSED DEVELOPMENT DATA • CLUSTER SUBDIVISION • PROPERTY IS ZONED R -80W(6.9 AC) AND R -40W (67.08 AC) • PROPERTY IS LOCATED WITHIN THE RURAL CRITICAL AND NON-CRITICAL AREA OF THE SWIFT CREEK LAND MANAGEMENT PLAN AND IS SUBJECT TO THE SWIFT CREEK LAND MANAGEMENT PLAN REGULATIONS. THIS PROPERTY CONTAINS THE FOLLOWING AREAS -R-40W (NON-CRITICAL) = 45.55 AC -R-40W (CRITICAL) = 21.53 AC -R-80W (CRITICAL) = 6.9 AC • ALLOWABLE DENSITY = 70 LOTS MAX (67.08 X 1 LOT/AC + 6.9 X 0.5 LOT/AC) • PROPOSED NUMBER OF LOTS: 45 • AVERAGE LOT SIZE: 35,651 SF • OPEN SPACE REQUIRED = 18.50 AC (73.98 AC X 0.25) • OPEN SPACE PROVIDED = 33.27 AC STREE GARDE SANCI MILNE GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, COUNTY, OR STATE REQUIRED BUILDING PERMITS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK ON THE SITE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY'S (ELECTRIC, GAS, TELEPHONE, ETC.) 4. THE CONTRACTOR SHALL BE AWARE OF ANY OVERHEAD POWER LINES AND SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT PERSONNEL AND TRAFFIC ARE SAFE AT ALL TIMES. 5. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES, CHARTED OR UNCHARTED, LOCATED OR UNLOCATED. ANY AND ALL WORK PERFORMED TO REPAIR UTILITIES DAMAGED BY THE UTILITY CONTRACTOR MUST MEET THE APPROVAL OF THE ASSOCIATED UTILITY COMPANY AND THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY SUCH REPAIRS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACEMENT OF A SUITABLE BACKFILL MATERIAL AND SHALL PLACE MATERIAL IN 12" LAYERS AND COMPACT SAID FILL TO A 95% STANDARD PROCTOR. 7. THE CONTRACTOR SHALL BE COGNIZANT OF THE EROSION CONTROL DEVICES FOR THIS PROJECT AND SHALL MAKE EVERY EFFORT TO ASSURE THAT ALL SUCH DEVICES ARE KEPT CLEAN AND IN APPROPRIATE WORKING ORDER. AFTER EACH STORM OR RAINFALL EVENT, ALL COLLECTED SEDIMENT SHALL BE REMOVED AND THE DEVICES RETURNED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL REIMBURSE ANY FINES, DUE TO EROSION CONTROL FAILURES, TO THE OWNER/DEVELOPER. 8. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DURING ALL PHASES OF THIS CONSTRUCTION IN ACCORDANCE WITH NCDOT STANDARDS. 9. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION). 11. THE CONTRACTOR SHALL OBTAIN A LANE CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF A TRAFFIC LANE FROM THE PUBLIC WORKS DEPARTMENT -TRANSPORTATION OPERATION DIVISION AT LEAST 48 HOURS IN ADVANCE AND FOR STREET CLOSURES, AT LEAST 2 WEEKS IN ADVANCE. PROVIDE EXACT LOCATION, CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT A STREET CUT PERMIT (IF APPLICABLE) 13. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE. 14. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER. 15. ANY CHANGES OR DEVIATIONS FROM THESE PLANS NO MATTER HOW MINOR SHALL BE DONE ONLY WITH THE EXPRESS "PRE -APPROVAL" OF THE PROJECT ENGINEER. 16. IT IS REQUIRED BY THE STATE, THAT THE ENGINEER CERTIFY THE AS -BUILT CONDITIONS OF THE UTILITIES AFTER THEY HAVE BEEN CONSTRUCTED. IT IS THEREFORE NECESSARY THAT THE ENGINEER WITNESS AND MONITOR THE CONSTRUCTION PROCESS. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER, WITH AT LEAST 48 HOURS OF ADVANCE NOTICE OF WHEN THE CONSTRUCTION WILL TAKE PLACE SO THAT PROPER INSPECTIONS CAN BE MADE. 17. ALL EROSION CONTROL WORK SHALL CONFORM TO THE NCDENR STANDARDS AND SPECIFICATIONS. 18. TO PREVENT SHORT CIRCUITING OF SEDIMENT TRAPS, ALL TRAPS CALL FOR SILT FENCE FLOW DIVERSIONS PER TRAPS DETAIL. 19. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED ALONG THE SIDES OF THE CLEARING AREA UNTIL SUCH TIME AS THE TYPICAL ROADWAY SECTION CAN BE ESTABLISHED. 20. NO EROSION CONTROL MEASURES MAY BE REMOVED WITHOUT THE PRIOR APPROVAL OF BOTH THE PROJECT ENGINEER AND THE WAKE COUNTY INSPECTOR. 21. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS. (PER GENERAL STATUTE 113A-57 PARAGRAPH 2 & 3). 22. NO DISTURBED AREA SHALL BE ALLOWED TO REMAIN UNPROTECTED AND MUST BE MULCHED AND SEEDED WITHIN 14 DAYS OF WHEN WORK WAS CONDUCTED. 23. SEEDING OF THE SHOULDERS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL DETAIL SHEET WITH THESE PLANS. 24. THE WATER LINE SHALL BE PUBLIC, AND SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF AQUA. 25. THE WATER LINES SHALL BE BURIED A MINIMUM OF 3' DEEP, FROM THE TOP OF THE FINISHED GROUND ELEVATION TO THE TOP OF THE PIPE THROUGH THE ENTIRE LENGTH OF THE PIPE. 26. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, PARKED VEHICLE OR OTHER OBJECT. 27. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL NCDOT STANDARDS AND SPECIFICATIONS. 28. WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO THE NCDOT STANDARDS AND SPECIFICATIONS. 29. THE BUFFERS ARE NOT TO BE DISTURBED 30. DRIVEWAY CROSSINGS THAT ACCESS SINGLE FAMILY DWELLINGS, PROVIDED: THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY. 30.1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS 30.2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE 30.3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE FEET IN AREA 30.4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE ( AND NOT LESS THAN 60 DEGREES) 30.5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD 30.6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES 31. ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED: 31.1. NO ALTERNATIVE TO THEIR EXISTS 31.2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO CASE IS MORE THAN 90 FEET WIDE 31.3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA 31.4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN 60 DEGREES) 31.5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD) 31.6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES 32. AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC WERE BUILT TO THE PUBLIC ROAD STANDARDS PER NCDOT. ROADS IDENTIFIED AS AS PRIVATE WERE CERTIFIED AS COMPLETE BY THE SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN EACH CASE, WAKE COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF THE ROAD. 33. NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM IS OPERATIONAL AND CERTIFIED BY AN ENGINEER. REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE: 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE WATERSHED MANAGER, SHAWN SPRINGER. OBTAIN A LAND -DISTURBING PERMIT. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE , SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 3. CALL 919-369-6135 FOR AN ONSITE INSPECTION BY THE WATERSHED MANAGER TO OBTAIN A CERTIFICATE OF COMPLIANCE. 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 5. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS,SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 7. WHEN CONSTRUCTION OS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL 919-369-6135 FOR AN INSPECTION BY THE WATERSHED MANAGER. 8. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE WATERSHED MANAGER, 919-369-6135. OBTAIN A CERTIFICATE OF COMPLETION. Sanctuary at Yates Mill SHEET INDEX NON-CRITICAL AREA CRITICAL AREA a U 45.55 X 12% = 5.47ac 28.43 X 6% = 1.71 ac °C Q 0 z (238,273 sf) (74,488 sf) Q o DRAINAGE DELINEATION PIPES/DITCHES 5 EROSION CONTROL PHASE 1 6 > 75; 45.55 X 30% = 13.67 ac 28.43 X 6% = 1.71 ac LU vvi (595,247 sf) (74,488 sf) C GARDENBROOK DRIVE P&P 45.55 X 21.28% = 9.69ac 28.43 X 4.86% = 1.38 ac Q g 'S (422,326 sf) (60,211 sf) 12 U W 1.35 ac 0.07 ac 3 DAYS BEFORE DIGGING CALL M ti (59,033 sf) (3,258 sf) ct MISCELLANEOUS DETAILS w z w WATER DETAILS (1) 16 � LA LU LU 0.17 ac 0.00 ac 0 0 2E 2w (7,315 sf) (0.00 sf) cc 0w U a O • V1 • r� Ln C) w o 0.12 ac 0.07 ac 0 Q (4,978 ac) (2,953 sf) a L w ct �JQ 1.64 ac 0.14 ac O (71,326 sf) (6,211 sf) 422,326 sf (21.28%) 60,211 sf (4.86%) Cr -71,326s -6,211s (A 351,000 sf 54,000 sf 0 ~ O DEDICATED TO LOTS DEDICATED TO LOTS IN NON CRITICAL AREA IN CRITICAL AREA Ln � W Q. p �_ 351,000 / 39 LOTS = 54,000 / 6 LOTS = 9,000 MAX SF PER LOT 9,000 MAX SF PER LOT J � Q O u w 422,326 + 60,211 = 482,537 sf a J 482,537 / 3,222,568 = 15% IMPERVIOUS O H STREE GARDE SANCI MILNE GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, COUNTY, OR STATE REQUIRED BUILDING PERMITS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK ON THE SITE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE APPROPRIATE UTILITY COMPANY'S (ELECTRIC, GAS, TELEPHONE, ETC.) 4. THE CONTRACTOR SHALL BE AWARE OF ANY OVERHEAD POWER LINES AND SHALL TAKE ALL NECESSARY PRECAUTION TO ENSURE THAT PERSONNEL AND TRAFFIC ARE SAFE AT ALL TIMES. 5. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES, CHARTED OR UNCHARTED, LOCATED OR UNLOCATED. ANY AND ALL WORK PERFORMED TO REPAIR UTILITIES DAMAGED BY THE UTILITY CONTRACTOR MUST MEET THE APPROVAL OF THE ASSOCIATED UTILITY COMPANY AND THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY SUCH REPAIRS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACEMENT OF A SUITABLE BACKFILL MATERIAL AND SHALL PLACE MATERIAL IN 12" LAYERS AND COMPACT SAID FILL TO A 95% STANDARD PROCTOR. 7. THE CONTRACTOR SHALL BE COGNIZANT OF THE EROSION CONTROL DEVICES FOR THIS PROJECT AND SHALL MAKE EVERY EFFORT TO ASSURE THAT ALL SUCH DEVICES ARE KEPT CLEAN AND IN APPROPRIATE WORKING ORDER. AFTER EACH STORM OR RAINFALL EVENT, ALL COLLECTED SEDIMENT SHALL BE REMOVED AND THE DEVICES RETURNED TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL REIMBURSE ANY FINES, DUE TO EROSION CONTROL FAILURES, TO THE OWNER/DEVELOPER. 8. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DURING ALL PHASES OF THIS CONSTRUCTION IN ACCORDANCE WITH NCDOT STANDARDS. 9. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION). 11. THE CONTRACTOR SHALL OBTAIN A LANE CLOSURE PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF A TRAFFIC LANE FROM THE PUBLIC WORKS DEPARTMENT -TRANSPORTATION OPERATION DIVISION AT LEAST 48 HOURS IN ADVANCE AND FOR STREET CLOSURES, AT LEAST 2 WEEKS IN ADVANCE. PROVIDE EXACT LOCATION, CROSS STREET, DATES FOR LANE CLOSURE, CONTACT PERSON AND FAX NUMBER. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE INSPECTIONS DEPARTMENT A STREET CUT PERMIT (IF APPLICABLE) 13. PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE. 14. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND STREET TO EXISTING CONDITION OR BETTER. 15. ANY CHANGES OR DEVIATIONS FROM THESE PLANS NO MATTER HOW MINOR SHALL BE DONE ONLY WITH THE EXPRESS "PRE -APPROVAL" OF THE PROJECT ENGINEER. 16. IT IS REQUIRED BY THE STATE, THAT THE ENGINEER CERTIFY THE AS -BUILT CONDITIONS OF THE UTILITIES AFTER THEY HAVE BEEN CONSTRUCTED. IT IS THEREFORE NECESSARY THAT THE ENGINEER WITNESS AND MONITOR THE CONSTRUCTION PROCESS. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ENGINEER, WITH AT LEAST 48 HOURS OF ADVANCE NOTICE OF WHEN THE CONSTRUCTION WILL TAKE PLACE SO THAT PROPER INSPECTIONS CAN BE MADE. 17. ALL EROSION CONTROL WORK SHALL CONFORM TO THE NCDENR STANDARDS AND SPECIFICATIONS. 18. TO PREVENT SHORT CIRCUITING OF SEDIMENT TRAPS, ALL TRAPS CALL FOR SILT FENCE FLOW DIVERSIONS PER TRAPS DETAIL. 19. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED ALONG THE SIDES OF THE CLEARING AREA UNTIL SUCH TIME AS THE TYPICAL ROADWAY SECTION CAN BE ESTABLISHED. 20. NO EROSION CONTROL MEASURES MAY BE REMOVED WITHOUT THE PRIOR APPROVAL OF BOTH THE PROJECT ENGINEER AND THE WAKE COUNTY INSPECTOR. 21. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS. (PER GENERAL STATUTE 113A-57 PARAGRAPH 2 & 3). 22. NO DISTURBED AREA SHALL BE ALLOWED TO REMAIN UNPROTECTED AND MUST BE MULCHED AND SEEDED WITHIN 14 DAYS OF WHEN WORK WAS CONDUCTED. 23. SEEDING OF THE SHOULDERS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL DETAIL SHEET WITH THESE PLANS. 24. THE WATER LINE SHALL BE PUBLIC, AND SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF AQUA. 25. THE WATER LINES SHALL BE BURIED A MINIMUM OF 3' DEEP, FROM THE TOP OF THE FINISHED GROUND ELEVATION TO THE TOP OF THE PIPE THROUGH THE ENTIRE LENGTH OF THE PIPE. 26. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, PARKED VEHICLE OR OTHER OBJECT. 27. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL NCDOT STANDARDS AND SPECIFICATIONS. 28. WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO THE NCDOT STANDARDS AND SPECIFICATIONS. 29. THE BUFFERS ARE NOT TO BE DISTURBED 30. DRIVEWAY CROSSINGS THAT ACCESS SINGLE FAMILY DWELLINGS, PROVIDED: THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY. 30.1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS) EXISTS 30.2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE 30.3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE FEET IN AREA 30.4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE ( AND NOT LESS THAN 60 DEGREES) 30.5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD 30.6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES 31. ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS), PROVIDED: 31.1. NO ALTERNATIVE TO THEIR EXISTS 31.2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OR EASEMENT WIDTH, OR IN NO CASE IS MORE THAN 90 FEET WIDE 31.3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA 31.4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT LESS THAN 60 DEGREES) 31.5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD) 31.6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES 32. AT THE TIME OF RECORDATION, THE ROADS IDENTIFIED AS PUBLIC WERE BUILT TO THE PUBLIC ROAD STANDARDS PER NCDOT. ROADS IDENTIFIED AS AS PRIVATE WERE CERTIFIED AS COMPLETE BY THE SURVEYOR/ENGINEER OF THIS DEVELOPMENT. IN EACH CASE, WAKE COUNTY MAINTAINS NO RESPONSIBILITY FOR MAINTENANCE OF THE ROAD. 33. NO C.O. WILL BE ISSUED UNTIL THE WATER AND/OR SEWER SYSTEM IS OPERATIONAL AND CERTIFIED BY AN ENGINEER. REQUIRED WAKE COUNTY CONSTRUCTION SEQUENCE: 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH THE WATERSHED MANAGER, SHAWN SPRINGER. OBTAIN A LAND -DISTURBING PERMIT. 2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE , SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION. 3. CALL 919-369-6135 FOR AN ONSITE INSPECTION BY THE WATERSHED MANAGER TO OBTAIN A CERTIFICATE OF COMPLIANCE. 4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. 5. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS,SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC. 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES. 7. WHEN CONSTRUCTION OS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL 919-369-6135 FOR AN INSPECTION BY THE WATERSHED MANAGER. 8. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. 9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE WATERSHED MANAGER, 919-369-6135. OBTAIN A CERTIFICATE OF COMPLETION. Sanctuary at Yates Mill SHEET INDEX COVER 1 EXISTING CONDITIONS 2 SITE PLAN 3 OC rT� DRAINAGE DELINEATION PRE/POST/SCM 4 DRAINAGE DELINEATION PIPES/DITCHES 5 EROSION CONTROL PHASE 1 6 EROSION CONTROL PHASE 2 7 MILNER DRIVE P&P 8 7� SANCTUARY DRIVE P&P 9 C GARDENBROOK DRIVE P&P 10 DITCHES P&P 11 N.C. UNDERGROUND UTILITIES SCM DETAILS 12 N EROSION CONTROL DETAILS 13WAKE 3 DAYS BEFORE DIGGING CALL COUNTY DETAILS 14 TOLL FREE 1800-632-4949 ct MISCELLANEOUS DETAILS 15 ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY WATER DETAILS (1) 16 U WATER DETAILS (2) 17 •• CV %1:z o '3_ - or • U N 4_j � t�-'1 • o U N � � � mU9, OC rT� O� Revision:05-05-2016 SMK oN 7� C N Q w ct U S~ C, CA O • V1 • r� O V1 ct V ct V� v _ Y I I I 1 GALLIO ,DEL R�ECE \ , \ - \ \ \ \ !I `\ 1 , '-------�, i - - — - 1 1 I I 1 / ' \`� � �' 7•N T>� a ? � � `L, y ` � N, I I ( I I _ ; � , 1 � r- /,y _ „ \ GALLIO DEBRA LYNN t I I , • � \/ >> v� e 1 _ \ \ 1 PIN#0 71-86-74 7 , ` v \ \ \ i i \ , \ , '--- I I 1 I I I ' DEE BK:00841 PG:013 '3 \ ,\ \ , ,.• i 1 � 1 1 1 + I / / /' ` / > � `7 < �//y � / / � / / \ ` I 1 I \ \ , 1 1 1 � I 1 , \ \ \ \ ♦ , 7( _ I \ — � i ' 1 ' ' 1 ' l `` f ' / / ' / / / - /%_ _ ,C` � „+` /'r/''� � 41-" A= �' •C 1 , \ / r ) I \ 1 , \\ I I \ 1 1 1 I . \. \ \ \\ i + . ` �, \ \ ♦ / 1 I ; / i 1 - \`\` _ / \ /_ � - I i i -,1 I I \ I V OSSC EN K I 1 / E H A /IOW ` \ , T k 1 f `i l / r > �>� e <` ' I r • f � / , BOSSCAWEN, j�olARl -� � \ `� \ - \ \ `, �, i ' �-I \, + / I _ U r ` // ! 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I ' i ) / , _ , \ \ / \ f l \� \`� _„ ,,( r_ -•�' \, .� v. .- � _7\�< v \ r 1\ � I )' m0� 1 / / w5 /- - \ , , ' \ I \ \f I I / /'r i l_ `- _;_ '�/ 1 \` _'' / _------- r % , , / , , / ' i � � n -Z` � � � f w ; `�<i , i / 1 1 I , o 5 -� \ P•hA KbWS�f(I, RICHARD Ems \ \i i \ -- i - i 'i / ,' - -` r'f•� I , x- ` ' 1'IN#b'%7��94-3275 \\ --- �/ 1 DE._D BK001263 PG:py��-�' —� � �/ 1 j, \ � /, �rL~ ` � � �' '- `�� Off' � . / I 'n \ ' / I , �` \♦ ' ' \ \ _ --- `I / -� f 1 MA ZONE / ; , „ , 1 --- --- AREAS OF 0 2%' NNUAL CHANCE FLOOD 1 ' / J AKER, JOHN M `� T `"(i l � \ 1 1 1 1 1 I / I 1 ^ , I 11 �/ \ � --`- r -- I K �, CHRISTIN \ ,_�� , " \ ' ,, -- ,_ � l l \ r 1 ` ` i ' 1 / / \ \I 1 I 1 \ ' r /c-, y , / - u �, _T "� ( \1 111'►r1'r�� 1'( PI 771-94-2158 � `�l, \ , \\ ,- / \ J \ , , % % , r x' GRAPHIC SCALE DE OBK:007481 PG:00788 \ 't ' %�i i i , 1 \ \\ i 1 I - _- I�, \/ ' 1 / \ I \ -_ I \ \ 1 / / , ,� Ll / \ I / _ � \ I I ✓ / I / , -, :^ �\ - \ 1 , i� - 1 0 0 1 0 2 0 4 0 t------------ `�,1111111�1\\\\\\ \ 1 I\ ♦ r \ /, \\ \' \ i ` �'i \ 1 \ 11 1\ I ' 11 i i j' / j'�' ' -__-`------') \ 1 / * < � _1 � -_: -. __ � �✓'' / � I 11111 \ \\ \ "" , / ` , \ \' . \ I f \ ! 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($.CLQ 4911 1 / `) + t \ ' / / i ' 1 / / CITY fi-' -EI \ 1 I , 1 1 , I 1 1 \ � `" \ I 1 / i- �.� _ I / I I -51Nt� 7 0-57-9521 l\ `I / _ `' $ / 1 r I / / , \ DE �K:003905 Pr��\Ob795 ;� V `A``�1\11111111///��I % SOIL CLASSIFICATION & LEGEND - Soils Boundary 10 i��llllll • AfA Altavista fine sandy loam, 0-4% slopes APD Appling sandy loam, 10-15% slopes AsC Appling fine sandy loam, 6 to 10% slopes Au Augusta fine sandy loam CeD Cecil sandy loam, 10-15% slopes Cg B2 Cecil gravelly sandy loam,2-6% slopes,eroded CgC2 Cecil gravelly sandy loam,6-10% slopes,eroded Cm Chewacla soils Ro Roanoke fine sandy loam O N W Water WmE Wedowee sandy loam, 15-25% slopes Wy Worsham sandy loam clz N Suitable Soils ^ Flood Hazard Soils Floodway Areas in Zone AE FEMA Zone AE Based Elevation Determined I FEMA Zone X (0.2% Annual Chance Flood) > Wetlands Wooded Area Water v _ Y I I I 1 GALLIO ,DEL R�ECE \ , \ - \ \ \ \ !I `\ 1 , '-------�, i - - — - 1 1 I I 1 / ' \`� � �' 7•N T>� a ? � � `L, y ` � N, I I ( I I _ ; � , 1 � r- /,y _ „ \ GALLIO DEBRA LYNN t I I , • � \/ >> v� e 1 _ \ \ 1 PIN#0 71-86-74 7 , ` v \ \ \ i i \ , \ , '--- I I 1 I I I ' DEE BK:00841 PG:013 '3 \ ,\ \ , ,.• i 1 � 1 1 1 + I / / /' ` / > � `7 < �//y � / / � / / \ ` I 1 I \ \ , 1 1 1 � I 1 , \ \ \ \ ♦ , 7( _ I \ — � i ' 1 ' ' 1 ' l `` f ' / / ' / / / - /%_ _ ,C` � „+` /'r/''� � 41-" A= �' •C 1 , \ / r ) I \ 1 , \\ I I \ 1 1 1 I . \. \ \ \\ i + . ` �, \ \ ♦ / 1 I ; / i 1 - \`\` _ / \ /_ � - I i i -,1 I I \ I V OSSC EN K I 1 / E H A /IOW ` \ , T k 1 f `i l / r > �>� e <` ' I r • f � / , BOSSCAWEN, j�olARl -� � \ `� \ - \ \ `, �, i ' �-I \, + / I _ U r ` // ! 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SYSTEM I I \\ / t ` �; / / / I ,, T \ . \� EASEMENT / // / / . �� S �♦ DEED BK.009113 PC, 41604 I `\ ,' `� \- 100' WCWSWS � f ' - _ \\ / / c,� VENDI `�% / / ' \ TTI, RICHARD A 1 /' I- \ ?S'• ♦ � ,' VENDITTI, SU ` ,` L\ r \ < / ��j PIN ZANNE M Q \ ,'-\\/BUFFER x - � 1" / / ,� \ \ VFGE1 • ♦ DEED 96-1357 ' / G:02 \ ,/ EAGLE FREE ; - - , - \ \ '/ - - - -,. ;\ � ` ny * � y 1 \ � / / / q / , - gnON11 • • BK:008332 P 531 \ A / JURISDICTIO h� ; ;\,;, ; ; 1 1 / / \ �.,`3�3 0 \ ` , .- 1 S Zz 13 m7 ; �/ / \ S I� NAI :(. ; \ \"-; 1 ?s- a1.08 SF W 2 m _\ UB c �/ WETLAN � _ ;\ ;;\' i 1 �:` \ I \ ,.oa Ac sQ �\ �� /108 w J 20' PUBLIC \,\ D IvION �' 1 Su1TABLE �\ +1` Z63 SCM EASEMENT ' ' / 7 " / , ' \ FEMA ZONE X __ _ �* \ 1 ;� , OPosED / // \� SOILS j h� / , �� " `I-," AREAS �'``\ ;�" \1� jl:�IS�PREADER / / °'/ �-�? -�.; �\ �� / ' AN L CHANCE 0' ` \ "\` \ -I` ; _ 1 / 3\ �\ Mo /� 1�IA HANCE FLO X, ' \\ �i\°8 33.78 SF FITZ-SI NS, TERE \ `\ \\�; J . \ S o.7s Ac 2a,t73 `\ / FITZ-SIMONS, NCE R �. ` - '' L --\ I \ 20' PUBLIC ScPQ� \ \ • PIN# LINDq p \ , \ ''' `T /� \ SUITABLE \ \ ,4 • 1 0771-96-5321 , ��\h� ` `\ \ \`_ �r 1 '1 & OPEN SPACE \\ / / y D G:0099 C` .L\ <V. 1 / \ I�� ` \ SOIL \ �y �q?• a �� \ • ♦ ` EED BK:006798 P 5 / / FLOOD h, I `\ - 2 ACCESS EASEMENT \\ X �� \\ ♦♦ 4, , \ J N '' IN ZONE S - � 'L\ ' 1 o \ 3oso3 W. 28.32a \ \ `\ \\ \ / / / • / -I\ `�7 YIDOMENICO, ROBERT /--� ` SAE ,� \ • ` \ `, ` _ \ \< v \ 1 \ \ \ 0.71 AC SQ.Fr \` \ ` ;, .! �, �\ �♦ /DIDOMENCIO, q ET R \- _ t SUITABLE \ \ • NTOIN >fE \ \ ` ` �\� • \ \�\ / % ` ♦ PIN# 077 C / I \ L -- - `'F \ \ SOILS i s \ �\ / ED 1 96-7477 ' / ' `, I �-* `� < \ /�� \ \ \ `\ \ 'Q\\ \ �a� - .H �/ + / / \ \ :\ \ 45 \ \ �\ •� / DE BK010528 PG:o1 84 ' /' \ ' `\ % ^` '- - ` \ ` v / \ ® \ \\ ` \ \ ` 'A 1i+ 'S� Z \ \\�4• 30 69 CF 30,000 \ .'v 69? ' / / \ I \` \ - \, ` - J 4. 64,3 ` / \ 30000 SF 27,639 \ / / ."+Si'S w i ?S 2 SUITABLE /.� 'h° \ - / `� ` 1 , 1 - ` \ V. ^ / �' . \ 0.69 AC SQ.FT \ \ x ,/ / i 7 , SOILS 17411 - 1P `♦ /DIDOME / \ \ `` ;/ / / Y\a, SUITABLE , \ / i 7 \ \ ?s sF / , � 1 • ' DIDO NICO, ROBERT C JR \, \ Y� ; / a°. 9 M \\ \ \ \ / . , ANTOINETTE C / k - \\ >� `,\ � s� SOILS `� / MENCIO, / `, ' ' ` \ I _ - `� 1 ` \ � `ate ''� / \3ie\� \ '� .' "/ o \ .`\ \, \ \ / ! 2/ , \ ♦ PIN# 0771-90528 ` \ I�w a` \ / '�� . -, / �"6 + / \ \ 44 ---,-,-/o \ /yo ( 1 \ \ •♦ DEED BK:010528 PG'0 / LEGEND U 25' TREE & VEGETATION BUFFER OPEN SPACE # 30' PERIMETER BUILDING SETBACK _ _ _- WAKE COUNTY WATERSHED WATER SUPPLY BUFFER 6 DRAINAGE/ACCESS EASEMENTS W W PROPOSED WATERLINE - - - - OVER HEAD POWER LINE EASEMENT �� OVERHEAD POWER LINE oHE 73.98 STREAM CENTER LINE CN - STREAM TOP OF BANK Y \` L W \ \�_ - ` \ '- / 1 h°'' < \ \ \ / o \ \ 30,000 1 1 . 1184 / • \� ` �"� r -' J\ \ / \ , \ \ 30000 C ,, 1 SQ•FT \ I;'EDDICORD l \ \ \ // �\ `` ` � � - __ - w 3'� ' \ L \ © \� . / `o° ^h �' \ \ \ os9 AC \, / \ \ SUITABLE `�J •• EDD KEVIN E / , ` \ \� `\` \- w^ / � \ � ` \ 30,000 / y I \\ ICORD, MA ' I ` \ I /, _ `a �� \ _\ \ \ / \ 0.690 ACF 28 555 \ � / �/IL� / \ , '4s SQ.FT / , / \ \ SOILS c � \\ • PIN# 06-033NETTE D I \ \ <� \ ` \ \ r\ \ SQ.FT , ✓ /0 a `� \�J SUITABLE / , / \ I � 30,000 • / 0781- 5 \ \ • ` \ \� \ \`�I SUITABLE \ 'C� / \ \ I SO.Fi \ • / DEED B 68 P / �` / qv \ \ \ STAB a / K:0083 G:0196 \ I /' �� `4�•\.p��R7y,,c� �/ \ 43 (� I % ? i3 / 3/ ` \` \ . "^'`^f2 \ ` \ I \ SOILS ,/ / / \ 300000 SF \ \\ \ / / / \\ \\\ I I SOILS /" // /�\\\ 7 • , i / s� / PROPOSED , \ \ / 1 SUITABLE \ \ / /, T�\ /r .� \` ��` `` ` �`` `` _ �� c ` / \ . � ` \ // • WATERLINE \ � \ o.ss Ac \, \ / / \ \ \ I I -4, / \ �� / / \ 1 ,- _ � \ ` a "9 \ r ` \ �� / o, \ \ -,& � \ \ / �/ / �\ \ I I 1 1"v / / 30,000 \ �d-.77.1%,• , I 1 �. r\ \ ` \ \ \\'` \ © \ . \ h' s \\`Cr.� \\ \ / '\ 30,000 , , / r 3G. , \ \ _ \\ �- „. \ \. \ / �ti� \ `\ ''Zv 9a, 30.000 \ . \ / q° / SQ.FT `a\.! 1 I /�`'� sa.Fr \\ ac�w'I \ \ - - _ \\ _ ` \` \` ` `\ \`\ 30000 SF 27,058 \ \ \ \ SU ABLE I ` I 7,�y� SUITABLE / / \ 7M / I \ \ 1 I / � _ - ` ..�-� `\� \ �� ` \ 0.69 AC SQ.FT \ 1 / x - \ \� \ SQ.FT \ . v ►� / ,6 .i :J SOILS / / - � ✓/ FLOOD EfA1f � ' � \\ ,� / \ / 42 SUITABLE \ 32 S \ ° O I / / / 28,301 �\ eo I HAZARD ' "° �� ' 4. SUITABLE / O \ \ \ SOILS / / 30000 sF N 3, I I R / ' / sQ.Fr 7N ' N SOILS \ �' \ `\ \ \ ` \ .�� \ / ti \ 30000 SF I , I / / ,) I P ; "'\`^*�1 � // 'T@• ij, SOILS \ 0.69 ACF \\ \ "� / // ��l'� G S, 830 ' ` ` . \ (N Z ^��85,413g- - - \` \\\\ < \` - \ \� C / \ / / e \S \ ` / h`4 \ 0.69 AC I / /,---,-,%I \ . , \ 0.69 AC F\ SUITABLE 1' �yy \ \ / \ �i\ I / / / solLs \ k 3) I \ \ I z, \��-FS��i59 RG \ y y�� _i \` / ll `: I / •y / .Ti` \ \ / & / \ \ \ \ \ t / / /// �\ WRIGHT,ROBERT L I ' \ /;` �\� ;�' \ \ / \ / / g 30.000 \ \ / \ \ \ I // / / \\ s / \ 4 t y \ o, \ I 30 / /, \ \ 4 9 0781 ��`; \ / / / PIN# 1 T�E �� \ ; \ \ ` - - ; � �` <. \ \ ` SITAB , \ \ 2s / �\ 11 K:00291 26 ` x` ` <��i� \ # \ ` / \ II 30000 SF / / / ? 06- 1 _ :ate / \ h 0",?' ``\i` \ / I�N /4r \ �' L \a?�,; \r ' ` ` \` \ < Fes} \ \ / o o^.6 s SOILS \\ \ oss Ac / / O '% S' 90 DEED B S A \ \ D . \ \ o,• / \ \ 30000 SF A,' '� & 5 PG: OAK D _ .; ; \ �,; \ 7 �\ , / r ^ i \ m isIt AT \ \ \ ` \ \ \ \ _o-> t- ` _ 4, \ SOILS /\ , 22,,66 00-E_ I M I O ` _ " �\ , , / , \ \\ n , 3Q,000 . \ \ p 1 / �a / SQ.FT \ R�\,� (a , \ , ; \ r ; ; / \\ , \ 30 90 ACF SQ.FT \ ` \ / x ^ ; S \ \ / //'\` SUITABLE \ \ Z "p,/ / oss Ac / SOILS � / G O,y 7 s s J JAMES OLSTEN SR W _ - C 30,539 \ \\\ 30.69oACF `\ SQ.FT \ qu\\ \ \ \ I �,o' SUITABLE �` � q 89 J STI ? I o / n ♦•8 CE, J \ / I ' I %° / tic'\: B� 4, STICE, KATH / S \ �'' \_ �� \�\, 3 \ \ SUITABLE / \ � \ / \ \ SOUS 6- U i` _ - . (i \ ` \ / / 3 c \ ti \ 'q / za ,r - \ ERINE L B U I VI FLOODW i� v "` \qu SOILS / , s\ 30,000 \ , \ V / \\\ \tag - \ \ � �/^ k°// 0 / � -01 \\ R •• PIN# 0781 1` ; ;�/ / � sQ.Fr / \ I I5513 ION_ AY A EAS _\ \ ; \ < - ` \ `\ rc ; 3°` .+ri \ , \ �' ' \ \ _ r�%�qay / / 30000 C ,f,,,.�`°� �� 7ED B-------�---- -- y/ 24,144 \\ DIN -T \\\ <?� •<- _ \ \` / / - '7? / y / SUITABLE \ \ \ (\ / ' / 0.69 ACSQ. FT ♦•` K:014165 ZONE AE `� <1 ` ��; �� ; 'Y / \� / �h' % _�� \ SOILS / \ / 30,000 \ \\ 33 \ \�\' / / / / / / / SUITABLE SOILS / /%' \\ FEM ZON \ ` ; j` _ / \� \ \\ \ , �• \ sQ.Fr \ , \ 30000 SF 5 \ / 27 / , - / S ` 1 BASE F D ;\� % �`;?o O "/ / ^ \\ \ D69 Ac � � / / / • \ E E ` 1` v / ` 8 / �/ / 40 \ \ / . 'h / ` \ SUITABLE ,ys \ , / / / / 300000 SF /// / /�i / � �\ \ /N \ / / \ SOILS I w / / / \ L00 ELVAT ; " \ \ <; \ / / / �� \\ \ 0.69 AC ' / - IO e\�\\ v� ` \ \ 3001, SF \ / / \ 30000 SF \ \ / o / , ,\. / / , / ' / 33,752 , N,S \ \ , / / °�\ 0.69 Ac \ ; : ' 0.69 AC \\ \ 80 �� S / / / / / / \ -; �` �s 29,360 \ , \ / 4, Sh \ , �� \ . 1 � V, / \ ` \ x \ / / ,o SQ.Fi -I,--, , ? FE ZON DET INED \ ;�' / / \ sa,' so.FT / � \\�\ 30,000 \ , / �' �\ ' •2° /, / PROPOSED/ / ,// s. � , SUITABLE g y E X _ ,.; `Z ' - yc / / PROPOSED ` SUITABLE / / / \ .?< saFr / / 30,000 \ \ 1 �%� ,�� / WATERLINE / / /tib; / / � / solLs ,`.ems^„ / . \; .r=te SOILS' \ r AREAS OF 0.2� �-�` / ,� SUITABLE / by / SO.FT \ 34 \ \ R �� \ / �!� 26 p �`• _ \ \ ANNUA \* ; ;y=ai` �� / / LEVEL SPREADER\\ / , � solLs / �^% \ \ SUITABLE • \ \ \\ 7 0 .`V" / // , v°� 3os5o6 sF �_ \ \ \ ' A "A 30000 SF \ \ 0 p \ / - /` E F . \ / q SOILS / / 0.71 AC b� ` L CHANC ` ; �� ; / \ ` i ^ \ �=\-` �` FLOOD .� \ `\� . / QQ \ i \ \ \ 0.69 AC \ \ / / / a \ 9 ' / / ` ` \` siz�3>r33�a51v \ �\ 1_ \ �. \ �` \ � 30.69 SF , ��i ' \ v3 \ 39 � ` ry \ la 78� s� a / // / 25* !GT \; ��• \ r \ ,�`� \� 1` �,. 0.69 AC� i / •O\ O �\ / / \\ \ \\ \ / s /' / /�'� , 2,g \ , ` , / / i / _�_\�• _ ` - .` `♦`` \ J` \` v �` - / N ?g 29,106 N 'ZW ,$:76 / / "/' \ 3 S)� 30000 SF 30,000 ` " ro / \ \ \ \ \ , `\ / / / .O \,\ , M \ / , / / . / 449 4 SIr• _� _ ` \ �'-� ` \\ \---,-------- �\ \ \ BS• , �.?q SQ.FT •�, \ / �j 0.69 AC \ FT \ \ \ \ • , / " r \ \ /� / 1.03 �y \\ ` ,. - - \`\- \\ \- Tr \ �'� `_ THE OA MEAD " \ �� / \ s \ \ SUITABLE / /� SUITABLE 35 \\ \ + / o /. / < r� \ KS AT \ Wit?" v '' ?3 SOILS 30,000 \ \ / . ^ / \ 0 \ \ > �� / \ / - / ,� \ - \` 1` - 7 OWRIDGE / \ y° •/ / 3a \ SOILS ^0 2x,452 �\ \\ / i °off / �a \ \ / / ` <` ` �� `• COMMUNITY �` �` ^ P / A SUIQTABLE \ �i / / 30000 SF \ \ / ' , gr� / / ^ _ ` \ \\ ` . `` \ ��7` �\` \it ,` SQ.Fi \ 0.69 AC / ,1. \ `\ \ 75-7155 - \ Imoi / \ t2 �• 30000 SF / % \�? / / \ \ f� 3 °!r `` r - - ,,.- / \ PIN# 0771- ASSOCIATION INC. L` \� I� � I � / / / - I \ / 2 • y / 0 SOILS / a / \ \ - _ � � ` ��,`,``` • • * S /", moi � . '•. . 6% '_ = .. '•. c : 3 = • W ^ � U CHART OPEN SPACE # AREA(AC) AREA(SF) • 6 86,636 OPEN SPACE 2 31.28 1,362,556 ' �� 1,449,192 SITE AREA 73.98 3,222,568 CN ., U 44.97% oU ;:t 0 rmmml C/� r==mII1 r l v a) N � • __1 � U CA � b10 U U A 0 U �1 .L 5 o bA n • �..I ?� U N � •� � . '_"4 � �U/ :4 Cn r � O ``� n*> ` DEED f \` •� \ \ r \�9. \ \ \\\ o, ro / \ gN� /eP` • �\ ^ SUITABLE \'\�• / �•g / / •\ �� / ,'ypr \ \`\ \� _ \ BK:o15902 \ \ '�` \ - ` \ "'�' / 10 30,,00 \'. `� X o o.ss Ac PUBLIC DRAIP4A t \ �\ y / \� \ \ \ +'y <\� ^ \ _\ �� ''; T1` ' • OS -05-2016 SMK /\ \ \ \ ®g < * ,, <�-;-�, ; ; ',---------------; �► Revision: PG:00856 �` \e� R / \ 9 w \ \ _ - 5 - ` \` \ _ ; \� \` \ ♦ J` `�, \ ` \ ` / 30118 SF SQ.FT \ /'yry \ \ ,b / SOILS `�\ \ / \ 23 \ ; , \_� `^- ` y'C�: ; ` \ \, yI / 0.69 AC SUITABLE /tia EASEMENT/f %FROM \ � \ \ / 'o° / O \ - �3 s�/ ``/ / `. \ 651271 SF \ ` t \ ; \ ; p.� a\ ,� / \`�` . TOP OF �^' ;;' `` �j' \fr�; , / / 20' PUBLIC SCM solLs o _ CENTER O TORMPIPE ?o. \ / 3s '*\ 2 cAti / / \\ Iso Ac ;,�`;\\ EIV SR- \ 1; ` `� `,_^ I-VT\L�9r�. �/�`` `` `` `` \r \�J `, ' -$ "� y/ 1 ` \ , / / - - - -I "\ R50' <4.' / \ \ / / / 30000 SF \ ` \ p ,i' / \\ \� •Qf\ e \ \ \ B ry 11 \ \ \\ /' ACCESS EASEMENT - _ - _ -_ _ _ - -I y a rl • / / oss Ac - - i / \ \ \ `\ \ �c <` ; ;` y ;; ` <` >` , T / - � - 'S \ - , 28,850 \ v , \ \ j » / / \ . 36,825 \ `)Q : 3\ \\ .cam- - \- > \ \ ; ; ; ; ; , ; ; \ \ ` \ ; ; I / - -_�> _ _ _ - - o� \ , - 2Q,2a6 . \ \ sQ.FT _ ,\ \ ; \ ; ; ; ; ; '56 636 S F \ ; ; `_' \` \ `` ` .< �♦. _ `.\ _ \\ / -_ - - }a -W- - - / O SOFT \ / \ \ \ i / " i / \ < `~` \ '� 1 �\� ti , `\ \ _ \ \ ti\ \` \�%� ` •`�T �� j 1 �'� L r x64 S¢1_�'�' �\ \� \ \ h1 o^�` SUfTABLE / / \ \ I-' < ��.� < SQ.FT \\ \ SUITABLE �_-. \` _ \ _\ _ - _- \ J` ` ��• ` �\ ` � \ � � \ ^` _ v, 2 SOILS - \ \ SUITABLE \ \ SOUS a �`ay\ \� ` ` \ { (� (� \` \ `\� a1 \O _ ` � \ \\\ \ � \ � s / PUBLIC a�j �b t / / i �/�<< i' i SOILS \ ♦ \ \ s \ \ \ � i Jam/ \AGI` \\ � ` \ - - M j 1 1, ate' - ; ` ; ; f'/ 20' 31.7sa I / M N70�9T\\W' 4 4 \\ \y� •• `; \ < Y l DRAINAGE SQ.FT 2\+ « \ / // 37 6,' / 'M +�'�' �,, �� \\; \ 22• \\\ !y\ ^ r ;\;�'<�;r.� `_ W o I r ` \ <\ �X` I \ ` IM SUITABLE r - Nc , / 0 ,Jy '` / i ' i' / ` \ p ,�\ \ \r ` ��r / I \ \ ; e \� - ; ; _ \ ; ; ` ;� EASEMENT t 1 / e \ / . 30000 sF < • / q \\\ 718TS SF \ �.�t ; ��, ; ; ` \` ; v ` \ ; ; ;` ; , / o� = S44° ^9�T',�V1 . \- a�/I / n- `' \ / o.ssAc /'� / <<� 054 <</<< � ,.a, Ac ..e \;rte / / \ z , SOILS / ` - /y��¢\ \ \ \ _ `\ `�' In 40160 SF , , g 1 i 9 / , 39.992 r� a �► . \ \ g \ �\ff \` / - \o cd �I /__ \\� �" ----_ - �/' ._. `� \� \1I � 1I 0.92 AC i' �� \`� - _ \\ \\� \� � \ \ r - . ^ \\ ` \ ` 1ti+� -tib' , 1 I // // / cc \' \ c W ED /- %/ M +�. s5� 2k 1A6.Oo \�� \ suIQTABLE \\\` \\ t - t- - \ \� ` \ ♦ � -`\ ,- \ �'_: �r ,oma i��" \ ,� _.� ,T, ` ,.'\a;; PUBLIC lyl \ / /// / ``� PATTERLINE /,///� ,<a+ / \ \ solLs �' aJ ;\z�UR? \;`T.4 �� /,2 ti \\ �^\ \ \,` \ \ �. �` ! • / \m `\ \ i / 2 / \ 1 \ 29.450 / / - O . \c K \ M .�' < �'"�C-`�° \ \\. L `� �` ��\\r"<< ` `a ` `c` ` ` \ \� `_ ` \ f .___--_-'z- \ � � y 24* / ♦ 6 lU 0' PRIVATE / \ / SQ.FI \ << �' .R P SQ.FT \ 21• ,-\e ` : �� : �� \ • -' N �; ; �% ` \ ;�.` DRAINAGE \ \ / SUITABLE / / O \ c �\ • 5 • i ' / 1 \ ` <` i \` - 0.77 Ac / O" \� �` \ti \ / .\ \ r - - z' �. << R\V�h \ SUITABLE \ ` 81254 SF \ \ \\`\\ \\ ` \ - < \ \ / w EASEMENT \\ \ \ / sats // / ` . //'/ s• �`` w - ZI ` \ SOILS \ \ 1.87 Ac /L� ; ;� ,.` ; \ Jr\ ; \ \ \ \ \ ; ` . STREAM /� �' �\ `\ ` <. 4 s` \\`��` v- \ \s\ \ / /� / / / \ ��' q _Q S< \ \ \ h\� \ ` G Y \ \ \ !� 13.782 / / b _ \r \m v / , 2 / \ fi4 °35 2 t e,o68 \ 20• \ \ ; ;\ ; ; ; \ , / N \ `Y` e O / / . 28,5118 c 57-' L -rW g3< \ \ \ \ I Ems\ \ i O / i \ \ / J r 2 8g• \ \ �� \\ \ SQ.FT / i \� v- \ 33173 SF .,� ' < •r'G \\_. - SUITABLE / ` ' \ \ / o.7s Ac ��i / s « \ \ \\ \ 72s ACF \ ` \� G �� - \ ; ;.� �'� „X` - ` \ \� __ Z`\ \ \ ti \Cd .4\- <- \ SUITABLE _ ,� ` .f `\ SOILS �� i PE < ` 0� / % \ \ //�/ yh SUITABLE / / - - ` \ \ SOILS \ . T�� \\ \ ` �`y \ \ \ �� \ \\ ♦ y \ •O'� F -a RENNIAL /%` _ A` ,`�ti \\ \ `\ /�'// 151 ',5' SOILS / , / / ,' / • _ r - - - \ \ \ 20,907 \\` \ \\, \ \\ � * \ \ y , \\ \ ` \` \` _ �\` ` \\ \` \` 8? O\46 ISHyI ES D 1.67 l\ ` y %- / v v. `\\�\; / e A �- / s SQ.FT \ R y 'bt .,\\\ / � JR STREAM \, `. \ / / ti/ , , C7 / / , / \ \ `� `- - > . ;; \ r. M �� FSI F_ r - \ ` r- v. v. \ / / / , SUITABLE \ \ \ \ `�1 S r . < % i / i J KAY C � ;`f' �\ �' r v \� / // : ti t3 //�/ "� /�/ / 20' PUBLIC \\ \ SOILS \ ,s* \ �-_- ;,1 - t, - ° \fir\ ��\ \��' « ( N\ 9 / • ,"PIN#0781-06- Cd ;` ; _ //�-� \ V W v \ / / OPEN SPACE \ \ \\ \\ �_ �_� �� \` �<\ \� �` / 1/ ' BK:00849 96 I- JU \ / 3taao sF . / / \ \ \\; _ \; ;`\\ \�'`� \y\ \; \; \�; �« E',♦ °•- DEED I\ \ / . 32,94 , / I \ \ \ x36 SF 1 \, `1e �' / i ee 1 * " 0 P / 0.72 _ 6 SQ•FT _ / / / ACCESS EASEMENT \ \\ ; / \ w , s. \� / // '., SUITABLE / a. \a ' 1.23 AC \ •<� \\ \ P \ \ \ti'\ d \ \ \ \\\ \ \ `\\ r ~ i i « 1 . \ G:0663 F \ ` � \\`- RISDICTIONAL � ,; `\ \ « 5� / sQ.FT I 'sa2Fr \ , e , , r \ _ ,�` , ; ;``L; ; ; ; w•�` ; - /� I \ E t \ \ \ �. � ,,,\ r 20' PRIVATE SCM I ,? \ / / SOILS , / 3t,3as / , SQ.FT I \ �� b� \� \ ✓ w WETLAND ; ' ` 1 ACCESS EASEMENT/ s / / / : 1a / / S° 1 I SUITABLE \\\ `N ; \s� ` r \ ; ` ; ` \ ``Z ; ` _ 1 \ ` 1` \�� v Y. si. \ / / / O SUITABLE SUITABLE I I SOILS \ \ 30000 SF N1, C�"L.� ` ` .!` ` \` J ��\ �'�"\� \� \ _�`/�` \ ` r 1 �� i �/ L PUBLIC DRAINAGE EASEMENT/ I I \ ` I / \��\` jk ` P \`\ ` 37302 SF SOILS 1 / SOILS \ \� o.ss Ac \` , b' 4, % '�. = �% � w "�� • 1 ;11 �L` ; r r OPEN SPACE Y °•�\ �/ ` / ��/� o.8s Ac 15 / I I n \ \ `1 \ ; ;T ; '`� I �a / ®L \ �/ �/C ' U/ b,�, \ I \ t+ �+=e• i � i w \ � I 9 / , /, O / is I �, 30000 SF \a \\ \\ `\ \` \\ \ i "E ♦ '7� \ r W PRIVATE ACCESS EASEMENT \ \ / / // ,- 35526 SF 0 oss Ac Na m ; ` \` ; ; ' \ ; 1 �' /« � - I - - / \ MAIL KIOS� -V ` _�_\ / / A 0.82 AC / I k+\ \ \ \ _ `\` .:\ ` \ ` \ yy w .4' ' i--_--_--__-_-- `V• v. v. V. /\ -1 �,`.? I 33478 SF Ip < \P \7\ \� �`\ ,� \ `� I i I i ♦ 5 \ \ ~�'*� A„ v- v. U.v. v. I / . \\ / � ' / 0.77 AC b t' � - �� ,�__--_. `� � -- \`>ti?ti\`ti`s _ ----- `<\\ ' -IUU ESL RADIUS I �� ' �� ♦♦� Ia33 EASEMENT \,,\ \ C ---------z- `\`` o / \v w v v w , \ 's\ss \ ,"/ l I �°, I \\J�p �� _ \, ��` `a \ \ate _� %\ `\ 1 \\ o" Y °55 MAIL KIOSK k _ - v r v v v �� \ j / //w \ 1 \ /__ _ \\ \� ��\ \` \\ ,- \ \ l-- _ a7 \ `� �o N i i, i L •• �a6 ` \` \1 \;a W v v W v \ \ \ /,' / / / / I \ \ /� ` _ \ �\.C`� \\ - - `% - -\\ • - _- _` _ \` _ \\\ \ \� \� * i i'' ♦ •00*0 \ T ` ` \ \ [ �\ �\ -- N ' �� V. V. .y \` V. V. v \ \� < / / // / , / III \\ \ F `�� ;� `` `a �`` ` ,\ �_ -_ \� a�� \\- \ ` / ♦ \\\ \\ ��\\ \\a °,o\ I / o"� BPO • • THE JAMS / \ ` \ �{ \`\ �' V v v 1 \ / - l I I III \ ` \ �\ \` \,J` . \\ \ w i�4Qf- \N S LOOPRgJNp ■` v v v \ / \ �`� `�s \1� = �� \ \ ' \� �' a g�\� LINDA CES 1 ` ; \t ; �' _ \ v Y. V. v. 11 \ //// - I I -!\ \\� \\ ` � \ ` ` \` \ \� �` \ ` \ 6 i -r R • A 510 2 \ ` \ / ./�� ` \` \ 1\ ` \ J' \ \ \ ` \ "\ --- i �' = ` \M�� x • PIN# 0781 05- / �� ` _ �w _; v v v V v \ \ ; / / I I �` \` \ ` �- . \ \ \ \ � - 10� a, °� .a ' 3 . PE • • " \ DEED BK:01598 ' V. I \ / / l I I I .e t _;; `_; _; \ ; \/ \ \ - a"6 � 6 PG:00150 ' \ •' `\ `\ `\`\ e� v \ , \ v , PgOF�OSEp. DiM v , \ ' I \SAS \ /// ` 1 I 1 I � \ `_A'w<`'cr\ 4 _ \ _` !� \ \%\ • • \ \ \ ; ,\ ; _ « 8a DRY D€TENTION ``J, \ \ ; �� FLOOD / FEMA W \ I \ //' / �l ' ---4; X;�;; , \\ \\ Z z \ H E ZONE AE �� v BASIN I \\ \ / , / �1 1-- �! , ; ;;Z \� \ ��,z � , ♦♦I HAZARD SOILS , \ \ BAS FLOOD ELEV ` ; � � V. V, W ► \ / - - - - t ` ; �..t =�\ Y \ \ \ \ / ATIONS ``` V.'\ / - - `� �5333r�\` _1 � \` \� \`� \` \ \`1\ '' / '_ ZE ♦♦ / DETERMINED __ �� -� \ V.V. , I V - - 'rte^ `-z5:g �`O5�I2!^\ �z� \� `\ - _ _ \ \� _ \\\ \ \ /O"r gyp(\oN e •. , `\ w` `' Aw V. Y. v \✓ / I` \\\� \ \� �� `� _ \ \� < \ `\ \ 5��-5 i'/4"E8 0-00 ' \`\ �� \ N �- \\\ w V. _ O 1VrJ�/1VC W v W \\ ^� ``` \\ \- _ �� - \�� \� \\ -' / � I 2`'tRR•�i`L �`\ Z� -- " - V. w v v v � `- \\ 60 i`L tiI6 \\ i \ -\\\, \\V v v v v �62,5r56 SF - �- \// ~ `; ;; -; \ ��- _// \\\ \ ,_ 14�2g11\1 ,-�O" . '9 0 10 `\ ♦ G� �i \ `__4 \ `� �� \T \ x Y. - V. V.v. y,3 1 .� V W w W v. \\\\ \` \` \ `�`T---- s ` \` \` \` \ ` _ _ _ ' 9 O , -- / `F`\ ` a.... ` \ - \ v. v. 2,, "'V. v. V, v. P ` �` _ `__ ��` _�\ _\_';y1-� -- -- _\ _� ` ` \` \ 1 \ - ��0� � �� i% � • \ V. ODW \�` ` V v V \ mak` � ` \` \� \ >>% / o" JJJG LLC \ `' ` - - ` \ N4T 58 7<60 E 1 • 28 FLO AY AREAS :; \` _` _ \ \ ' �' •� PIN#0781-04-95 HUNTERS g IN ZONE AE ` ; ; _� , ; \ . v W V. * W \� \` __ _ _ \ . � / �� DEED BK:014489 PG:00 BLUFF \ �`````;- \ ; ` ,�\`\ V.V.STREAM \\ \ `�;; �� / °"� * „7 SUB HUNTERS BLUFIL �\ m \s 00 ' STREAM v v v �\ ` ` ` \ \\ � \ ` -\ \� \\ �' / i / �9 4 \ \ DIVISION `\ ASSOCI ION I \� _ 1`\ ;`0 U. v v -!-w � `, - \ ; ' 06 / \ 0 AT _ ti ' 0 6 IZ`ti \ _ BUFFER-\ ��;; <�.```\` ; ;`; "�; ;`: " a. PIN# 0771-84-2 `,\` 5$ \1 DEED BK:0054317P\ g8,`, \\` �\ \\4 Y W ��- `r- \ - - �\� �1�� e� \ \\ - \ � - - _ \\ \ - \ _ \, ��' / / �8 �° I \ \ Z ; � � � - � � z. < ; \ \ _ `! __ � �:-- � '` 9,�� OVERHEAD `\.\ �� `; \ ; \ ;r , �� ;`, ��'�•'�' POWER w. ` \;-t;>; ;,; ; ; \ ; \` �' LINE �\ \ _01 �'- V. \s`` T``; \ ; _�` \�\ �, ' ; -, \vl �` •5' EASEMENT \ `� \ \\ \� v " ` n` - �I ` tr \ `\ `\\� \` �_; `' N..i \'\„ \ ` _ \_ \ \\ �� 33 6,$ 1 I GALLO, PATRICIA' \ C \` - \\ __ \ `\`\ -_ ,a,; ,�` �� `- \ ` `.c 3 CIAM ' _ GALLO v v �w ; \1n` \��\ `T�\ \ v \ \ \ \ `\ ` �` `w �?� \ : `<\ I 1 RALPH / ` ,' \ , \� \ \ ` \ \ PIN# 0771- 03 / , i +4 v W \ 4\ \ \ ` \ \ __ ` \2 \ S\ \ ` ,F� \ ` \ ° S5 1 TSUKAYAMA, MARC i DEED BK: 9033 / \ +k` \ `vim\ \d\ �L ` \ \ -_ gi aLr v v v- v. \\ \`\ice. \ \�� \` \m \ � z \` \`vim\ \�wc- :.; \r-� _* , '3 TSUKAYAMA, D 010333 PG:01075 \ - � � i ` P v v ^ �,'\ \,�\ __z. ` \ Z,,r\\ V. rc� �`�\ t`\w� z- \ \ - �< - ` - - ,%' - • -a 1 PIN 54 L I / \ \ ` 1\ o- _ `,1\,.` \ - v w > \1\� \\� +r\` \ �! ` jE\ \\\� �";�� ., \` T o"�/ moo$ 1 \ # 0771 94-7754 ' t "I`fit` v `\ \ w s \moi ` \\\ \ `\\ v ` \ \� \ \ ' /o"� • ♦ �\� ' \ DEED BK 008636 PG:0016 1 ' ' ` - - \ ` ,` Z �� `� t �+c \ _ .:fir - \`�. r \ / PELLEGRINO D 8 I ' / ,L------------ `_ �w ` ` \v; \ �\E \ \ r� \\v.\� \�i\\� \ ` \\� \` \ �`� � •• \ BR AVID M 1 , \ C , � \ W_� \ ` \ ` ; ;\ \ \\ / OWN, SABRI I / ' \ 7 � � , \\ ` w `v<` \w� , \\ \ NAL t , , \, \ `� v- \„� ,/� \\r S`�p.` \v`� \` \ \ • i +a\'�a/ O♦00 \ \ PIN# 0771-94-6651 \ I /, \ * r w\ ` �\ z _ `v `i. _may `�� `\ . - \� / 11 / / o •. ��` ` HALVIN, JOHN L \ pEED BK:013255 PG:01116 1 I / , , FLOOD HAZARD SOILS \` j _ V.; aZ ; \\ F.` : _ _ - \ PIN# ` �' OPEN SPACE CHART OPEN SPACE # AREA(AC) AREA(SF) OPEN SPACE 1 1.99 86,636 OPEN SPACE 2 31.28 1,362,556 TOTAL O.S. 33.27 1,449,192 SITE AREA 73.98 3,222,568 % OPEN SPACE ;Imq 44.97% 0771- \ I / / \ �\`` ` . -- �\ v \m\ ` _ _` v \\w\� _ - i / • -\ . 94 6428 \ 1 , / -y \ T° / p �P V. \� 1 �� tea• \ ?E� ` `v^ a • \\ DEED BK:010926 PG:0158 I / / /, MILNER \` -V 'p \` sr 'p `, \\+rte `;� ,�; �%r- .e - • , ` HOLT, FREDERIC \\ I '/ ' DRIVE �- �{ N HOLTV., MARS \ \ EDGE OF PROPOSED PAVEMENT \ / `,� V. ` \ J _ ` V. \r \\ 1 V. -' ` E(P • \ PIN# 0771-94- I ' r_ ` \ `\ 1 Off' • 50 \ 5413 1 I / / ` \ ` ; \� \ v v �;�\ r,1 .� ' a 2` DEED BK:00 G:0 \ �\\` \ \ � W v �� 6 i w �' 6E • \ 6983 P 002\ \ I / / {� -- `` `\` � \1, __ ` ` `�' ` ` \ `\� ` ., ` ` st. `� / / / 11��• \ POWELL, JILL C `\ \ 1 1 ,' / ` / / PROPOSED 50' RIGHT OF WAY / V� �` �. - ` ��` ` V. , v`\ \r ti � V. " \` PIN# 0771-94-4353 \\ 1 5 P �� w ` � �-- ` _ Y J` \� - \ "' S� \ \DEED BK:015902 PG:0032C2 \\ \ 11 I // ', , z�1 `cryo / 1s. �` �`�\ `` \ \ \� i / spG� • a� \ PIAT \ \ 1 I / / / w\ v \w` / SEc �99 T\ \ KOWSKI, RICHARD E\ ` I _ • _` i V. v. c \ \i \No • PIN# 0771-94-3275 ` \ \ \ / / �` i /6e ` DEED \ \ 1 ' ' _ Z� - \I i� \ BK:001263 PG:00-E_ \ ` / N.C. UNDERGROUND UTILITIES \w, \' --I'-- �I'EMA ZONE X \` \ // Ria PER NNIA - / -z \;; �\ ; ; 1 / AREAS \ / l � I \ OF 0.2� ,2 A?• 3 DAYS BEFORE DIGGING CALL S REAR\ i t ;`\ _- ANNUAL CHANC \ \` ,' / , -\; _ E FLOOD \ TOLL FREE 1800-632-4949 I -- y` - � � -- 5 \\ BAKER, JOHN M \ \\ / / ` < _ _ r - O\\ \ BAKER, CHRISTINE L \ ` A -ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY \ `\- _ \ \-- / r \\ \�-c_� �F " PIN# 0771-94- \ \\ / / . - s - - t \ - ` - -I _ \ DEED 2158 \ \ -- \ �/ �\ - - - V \ BK:007481 PG:00788 \ , / - GRAPHIC SCALE V'_; , ��__ - �` , \ I �` _-"t.-- \ f __ `0y' \ \ \` - \ - - / - MAIL KIOSK \ ,- 1I --- 1____________1C_____ ` , 1 0 0 1 0 2 0 4 0 `, `` _1C_ �`` \T ag2 `\ BRADY,AOBERr `\ 1 /� K `\ \ i /\ ___ A L/', - �`` _ } I \� _ BRADY,I#UDREY P E Ww \ , - - \\ ----" \ \ \ - p CITY 0771-9 \ � 1=ELER /- / fr - __- - '��_ A. 5 (,XF RALEIG ` 4886 \ \ B I - - / \ , -1900 X9 ` Q� J V \ / MAIL KIOSK MAIL KIOSK DETAIL A. \, �b, a5 �N# 780-57-9521 DEED BK:006886 PG:00924 \ S 1 ' B\ I EASEMENT IN FEET ; ` \� DE BK:003905 P ` 5 U ( ) �° X0079 \ Q I VIS ►O - � / 1 inch = 100 ft ro� ``\ ° \� ` \ \ \ � NTS ;� 0 0 rmm� �> 0 rmm� 7:� ;:t C/� �-_i ct ;Imq p-I,.,il oU ;:t 0 rmmml C/� r==mII1 r l v U L�z - - - - - - - - - - - - --, -- 'I I % - i-- , I, - I I "I' , I / /, I ill I I /I ------ 1, N, It I I - - - - - - - - - -- j- - - - - - - - - - 7 It I't ----------------- ---- -- ), r It J tt 10 lo It k It It ----------------------- ------ It Ir- 15 i It r j A ---------- w J V", lj� 4, ------ IL - I I (I XN, L oe-� t N 1 r If Al It I - - - — — — — — — — — — — — — — — if r It ) I 1 11 1 1 — S-1 It k o v X, 'Ile 3 't 77 q ---------- t ---------- N X 3 --------- N It ell) ol r LWE-� 7, V V \<Y, Cj I I \ X \ , 1 11 , - k 11 / 1 11 1 It It ------- 4A t" --------------- #A �4 -------- -------- r -j ----------------- ----------- t Y If --------------------- It Z2� 1 if It "X Ij --------------- va ----------- F IS------------ L------ > ------------ I 'fey A y x7r� r el ------ ------- _7C -------- .4 -- -7- k><- ---- zz� - --------- I ---------- -------- -------------- - ------- ----- - -------- --- ---------------- --- LEVEL P R 7 2,04AG f '14 r I �\", 1 1 - --- - I/ N\ ------------ ...... 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THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, COUNTY, AND STATE ,. BASE MA ZONE • �/ >i1y`�r �">� - >�' / 1 \ i,' 1 '\_ 1\_ \ ; ( \\ k. PERMITS. - , E' I'LOOD ELEVAT r�•v - ` -1,`- I 1 1 1 / `\ I \ ( l` `\\I ` 1 1 \ 3. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED ALONG THE SIDES OF THE CLEARING AREA ,\y DETE NED�< � - ♦ . 1 \ I ' \ I r \ ! UNTIL SUCH TIME AS THE TYPICAL ROADWAY SECTION CAN BE ESTABLISHED. 1 ;•�`_\///^ _,�) \ `\I \ 1 I '\ I I ! \ \ I \ I \ \ i v, - /_ - ,r, �wi - ` - - - \`1 ' '1 I \ 1 • W j / / �'-'' ,, `\\ \\\ \ `\\ \ 4. ANY CHANGES OR DEVIATIONS FROM THESE PLANS, NO MATTER HOW MINOR, SHALL BE DONE •`.-Z�''T'`'� , >00 WCWSWS - - - \ 1 / �., __ ONLY WITH THE EXPRESS PRE -APPROVAL OF THE PROJECT ENGINEER, MR. JOHN W. HARRIS, P.E. rj - y% ; ;• / t 5. ALL EROSION CONTROL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND / BUFFER1 - y` _ 1 \ 1 . / ` `\ SPECIFICATIONS OF THE NCDENR. " ' ,[Z -r ;}-; /f ) +1. 1 I ,/ % , ,� t \ IN I ` 6. NO DISTURBED AREA SHALL BE ALLOWED TO REMAIN UNPROTECTED AND MUST BE MULCHED AND l*'� -- o,- ;, '< �k 1 _ \ ` _ \� �C <T - -� ��Yp77/ h y l� `� I '' \ `---' JURISDICTIONA < ;, ��;, \� _ `. SEEDED WITHIN 7 DAYS OF WHEN WORK WAS CONDUCTED. \ / 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY AND ALL SUITABLE l WETLAN_; 1>,'�(�,, �'`�{;;,; ( I - ;' ,%;';'/�,'; ;'; / r3 ;; 1 / 1 \`\`,` ` BACKFILL MATERIAL AND SHALL PLACE MATERIAL IN 12" LAYERS AND COMPACT SAID FILL TO 95% `ON \ `\ Pipe Table Pipe Name Size Length Slope Inv In Inv Out SW -1 36 296.6 1.00% 320.20 317.24 SW -2 36 44.0 1.00% 320.74 320.30 SW -3 30 54.5 1.00% 321.39 320.84 SW -4 24 200.0 1.00% 332.68 330.68 SW -5 24 56.2 1.00% 333.59 333.03 SW -6 60 120.0 2.71% 330.00 326.75 SW -7 60 120.0 2.71% 331.00 327.75 STANDARD PROCTOR. AREAS pI> 0<''4'T,��/ i �� III ;" ;' i ;' ; % / i /" 1,7 -----' j sB �, _ _ / --- \ 8. SEEDING OF THE SHOULDERS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL DETAIL ANNUAL CH e:fo AC /� ' 25';x5 ANC X- "T �� il� .c , I I - r ; , / ; ' ; ; / ; ; / , / ---- \ \ J / ' -- _ _ SHEET WITH THESE PLANS. E FL >1 �' I / , _ ' GfSN8TRuCTION --- I I \ / `/'\ " x /5C I,y,�- ,o`- -r - >� >'/ \ I\1` `\` I ' ' , ' ,',, / i i ' ' / i , // / , , , i , i , / / /_' , // , ; % I I I �' / i _ / 9. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DURING ALL PHASES OF THIS CONSTRUCTION \ \��'r '*/ I / / / - '' / ` . / ` / ' / ' l /' " / IN ACCORDANCE WITH NCDOT STANDARDS. _ /, ' ' \ \ I' OODWY71 - - ;y; I I / i : - i / / _ , : ; ; / > I y ` , \ \ 10. THE CONTRACTOR SHALL BE AWARE OF ANY OVERHEAD POWER LINES AND SHALL TAKE ALL AREls , _ ,�" __, ___= / 1` / ► _-1 IN �'� - - - - ; - '�\ , 1 , 1 / ; ; ' ; ' ,' ''' `� / `_J,' , 1 ,\ `\ ; 1 I I ` NECESSARY PRECAUTION TO ENSURE THAT PERSONNEL AND TRAFFIC ARE SAFE AT ALL TIMES. NE' AE <' ; - 1 t r ' 11. THE CONTRACTOR SHALL BE COGNIZANT OF THE EROSION CONTROL DEVICES DESIGNED FOR THIS ( <-'/,�.<< �` ` ' 1 ' ' / ' ' ' , / / ' __'' �•_ ) / t '% 1 It I I PROJECT AND SHALL MAKE EVERY EFFORT TO ASSURE THAT ALL SUCH DEVICES ARE KEPT CLEAN � I • T�,� ,�"i� �` - ;<_ ,�� ,; , , / / � / , / / ; / ,` // %' >>- '/ , - /- / ; ' // -- I /L-, \__ - 1\ / AND IN APPROPRIATE WORKING ORDER. AFTER EACH STORM OR RAINFALL EVENT ALL COLLECTED , � �, TZQ - SEDIMENT SHALL BE REMOVED AND THE DEVICES RETURNED TO THEIR ORIGINAL CONDITION. THE ;,; rIle, CONTRACTOR CONTRACTOR SHALL REIMBURSE ANY FINES DUE TO EROSION CONTROL FAILURES TO THE / I >> // ,-- ,' ,--' /'' ,__-- ' .-.. / I I i ' '' � %1 c �•C � /7 `\ _ I, ( OWNER/DEVELOPER. 12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN ' ' ' - ' ' ► ' ' / ' ' ' ' _ / _ ' _ ' j I r Z- BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT SLOPES LEFT EXPOSED WILL WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH i' --'' %/ �`� `��; �� / / / / ' ' '- •� '� ; -_ TEMPORARY GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. i / � � ` - - - - � - -r > - - Y< �\ ` / ' I I / 1 1 j l I I ! / I / � / / p ' / I i -' � � '" ' j / i r • `�/- `` ~( �/'\ \ ;/ i / I PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 7 CALENDAR - 1< ,%` x,41 >�ti- > \ `_ \ `� ti •03 /.l�i� 1 � / /' / 1 I r 1 / / t ' / / � � / , / / / / , / , / r\� ' -, �� -_.'" � 1 I � � U / � ' � � " / - \ - DAYS. (PER GENERAL STATUTE 113A-57 PARAGRAPH 2 & 3). >;Y;; ;>`� zr �,<;; < ��` ,; `,_; �; ;_,� ��L><,>" ti � ,,�� / ► I � r � I / , / , r/ , / ,/ / - -`__, ___ - � `�,\ '\ ` ; � , , \\ ` 13. 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I IN I l I /" / / I/ `-' -I r 1 / ' / / /V. ✓ \ I /' , J`"'- W / ( `• - -IC- I 1 1 1 \ 1` \ 1 11 I \ , I 1 / ,'' , / �\, 0 l \"- \ / `� , / , \ _ \\ `, / , 11 /, r ,' \ �i, 1 '\ ' r \ 1 �` .,..r `�� JTh - _�`.+'+^ W --T -•w - --t- - / , 1 /t f t \ \ 111 ` N , / I \ \ I I, t\ \ f 1 , \1h PER NNIAL �� , _ - - > - - - / „/ // , FEMA ZONE ,__^\�,'' 1 a v r � �� - - ' rte- - - - ��'� - >y >-w �� / / /// I// / / / . , �%L+' X AS ARE,iOF '11 ' % I//// / ANNUAL CHANCE'yFLOODr \ It II I , - I / 1 ,' \ , I III 11' I l 1 / / (! 1 / \. I ! \)" ( i t 1 I I I 1 I I I l'l 11 I ` I L \ I . ' 1 111' \ 1 \ l \ \ �i • , �' 1 i �_ - - a- -`\J-- ti \ '/G` _ _y I ) / 1 1 I I I I 1 I I ( 1 1 1 , L. , '1 ` -\ t \-' � � `,�>�> ti �- -� Y. � �,b -Y .✓ ) I I 1 I 1 I 1 \ 1 \ 1 1 \ C / , \ t/ / \ •`' J�' ,'tt� N' '\\'\\ \,`b , 1 I I I II I III I `I i l \ / \ 1 i i i \'k\-' 1 \ l\ \ L, \ 1 I I I I I I 1' I I I I 1 r ^-., --' \ `\\ _ - "r' ( r'' \ '` I I' I I 1 I I 1 I _ \ \ ,I - / I . �Y � \ VIII' I t 1 1 1 I \ •'" \ ` : ; I I 1 - \ 1 0 \ • , I I I' l l 111 1 1 I' I I I 1 " i ^`� . `� / -% i I r I\ A (\ ✓`\ \�., -, , i aL `� l 1 `-`\ L"' ' ` I I I \i \ / / \ I'\ \ 1) Ground Stabiliation* Structure Table Stabilization Time Structure Name Frame Exceptions Structure Details FES -1 swales, ditches 7 days RIM = 321.07 ct --1 cr3 SW -1 INV IN = 317.24 FES -4 Zones RIM = 333.43 O If slopes are 10' or SW -4 INV IN = 330.68 Revision:05-05-2016 SMK not steaper than 2:1 RIM 329.06 YI-1 7 -day for slopes SW -2 INV IN = 320.30 � in length SW -1 INV OUT = 320.20 14 days perimeters and HQW than 4:1 RIM = 328.83 YI-2 make compliance impracticable." (Section II.B(2)(b)) SW -3 INV IN = 320.84 OC SW -2 INV OUT = 320.74 YI-3 Q Q RIM = 326.49 w SW -3 INV OUT = 321.39 O RIM 338.00 YI-4 SW -5 INV IN = 333.03 SW -4 INV OUT = 332.68 YI-5 RIM = 338.00 SW -5 Q INV OUT = 333.59 SEDIMENT SHALL BE REMOVED AND THE DEVICES RETURNED TO THEIR ORIGINAL CONDITION. THE ;,; rIle, CONTRACTOR CONTRACTOR SHALL REIMBURSE ANY FINES DUE TO EROSION CONTROL FAILURES TO THE / I >> // ,-- ,' ,--' /'' ,__-- ' .-.. / I I i ' '' � %1 c �•C � /7 `\ _ I, ( OWNER/DEVELOPER. 12. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN ' ' ' - ' ' ► ' ' / ' ' ' ' _ / _ ' _ ' j I r Z- BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT SLOPES LEFT EXPOSED WILL WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH i' --'' %/ �`� `��; �� / / / / ' ' '- •� '� ; -_ TEMPORARY GROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. i / � � ` - - - - � - -r > - - Y< �\ ` / ' I I / 1 1 j l I I ! / I / � / / p ' / I i -' � � '" ' j / i r • `�/- `` ~( �/'\ \ ;/ i / I PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 7 CALENDAR - 1< ,%` x,41 >�ti- > \ `_ \ `� ti •03 /.l�i� 1 � / /' / 1 I r 1 / / t ' / / � � / , / / / / , / , / r\� ' -, �� -_.'" � 1 I � � U / � ' � � " / - \ - DAYS. (PER GENERAL STATUTE 113A-57 PARAGRAPH 2 & 3). >;Y;; ;>`� zr �,<;; < ��` ,; `,_; �; ;_,� ��L><,>" ti � ,,�� / ► I � r � I / , / , r/ , / ,/ / - -`__, ___ - � `�,\ '\ ` ; � , , \\ ` 13. 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(Section II.B(2)(b)) GRAPHIC SCALE N.C. UNDERGROUND UTILITIES 1 0 0 1 yo 2 0 4 0 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 ( IN FEET ) ALONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY 1 inch = 100 ft o '3= W U Fri ~ ct --1 cr3 r TWA OCt • °I~ r� ao 3 O O (> Revision:05-05-2016 SMK N N -t� N � ti � w I a� cU - OC Q Q w O VI r O Q O O r^ V L O W V NOTES: `-' 1 I 7- `rl [ . I \ 1 \ t \ \ /' ,_, , ' s I - `ly\ \� > i �a �- ! \ \ t __.'-, / \ \ ` I I 1 � , \ I- \ 1 / I ' _ \/ * Y< /',1Na'/ _ - ' \ �`, '' 1 i/ I 1 `\ ` `,��'-� �,� (- 1 \ ,j1\ ` `, \ ` 1 I\ ` l ' / i i ` / �'�T y_, � > i'2i� /.v �� & I \ I ) --� -/ r r 1 \ \ ,\ \ \\ I ,, 1 \ \ 1 I, I `I `` `\ \ ( `` \ \ `\ `\ `� `, \ 1 _ J- .Gi — tea' ` `\,I. \ I , ( , / \ \/ \ \ I I \ I ( , , , \ I 1 I \ i 1 . THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING I "' ' �- ^'<' xh" - T \ 1 I\ \ / `� ,GL�i \� - I - 1 I \ , \ , ,_ ( I 1\ \ `\ \ , I \ \ \ I ` I `, \ \ \>�\ \\ \ 1 \ \ 1 I \ ' ANY WORK ON THE SITE. J - I \ ! \ I �, \� /' ; ; ' ' ` \ t ` �,� y <� ' - I �� _ r . ' \ ; J ; I 1 , / I \ \ \, `, ; r `, \ , `\ \ ;, , 1 1, \ \ \\ `, ,\ \ `, 1 1\ I\ \ I fyr `, , i'///, / FF yk</>r Y S <' �< `` '\ i ( i \i ; ' ` `I I V \ `I `\ i \ ,I \ , , \ � k ``, I i 1 \ ` \ '\ MA ZONE x<1, r - _ ^` I 1 ` �_ , ' ' " \ I \ 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL, COUNTY, AND STATE ;; % IBAS ' E - 'iZy/517, "- `<� _ - - 1 1\ / J� I �\ \ \ l\I`, '\_ \ \\1 ( \I \\ ` `\ ( PERMITS. ; ; - E' FLOOD ELEVATI cT ~r �< _` _Y - -�- / I ! 1 I \ 1 r j`\ \\\I I, \ I I I I I \ I, \\` \\ \ \'\ L ' /"lYS / 7, \�.� ` ' I ' / •, 10 i i ' /' �1 \ i %\ ; \ \ \\ \' \I `\ 1 1, 11 ,1 / I i \\I I, \ \\ 1\ `\ `\ \ `- 3. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED ALONG THE SIDES OF THE CLEARING AREA / ; I\ ` I DETERAf NED '"/"x'�1" --K` - - ' �/ / �< r V I \ \ \ / I , ` `-, Ei�:x>'� /{ / s Pf�IVATE / /' / / 1 J �♦f/ �/ � , ) v \\ �\ \ I I I I \ `, \\' i I I i /' , \\ �\ `\ \\ \ \\ \ r UNTIL SUCH TIME AS THE TYPICAL ROADWAY SECTION CAN BE ESTABLISHED. '' `, ' �`��,n'ti'' `� /^ /�1 \ ' 1 \ ' I , , r r ,/ ` �, i��"/' r, ��l' DRAINAGE i r / / 11 '`,I \`�� \ / / / -_L ' `\ `, i \ \ i i i `I I 1 I 1 I ;, I, \, I\ \\ \\ ; , \ 4. ANY CHANGES OR DEVIATIONS FROM THESE PLANS, NO MATTER HOW MINOR, SHALL BE DONE 1 '�` I-Z;'T"x/ _ ; EASEMENT f / I \ I �✓ I ; / ' \ ` I - ' \ ' I \ ; I t_1 , _ \ l I I / I _ t T �i/ I , \ I \ , ` / ti I I I \ / J I I , \ \ 1 ONLY WITH THE EXPRESS PRE—APPROVAL OF THE PROJECT ENGINEER, MR. JOHN W. HARRIS, P.E. 1 ' \, r `-I Y`=1��l �/ 4,.Tj4 � >r; �� / /\ ;• / /____ t I (� `- ' ` I �- 5. ALL EROSION CONTROL WORK AND MATERIALS SHALL CONFORM TO THE STANDARDS AND 1 -''` - ��` �Tr'�'T1I _ �� `. I> ,< ; \ I 1 \ \ ' 1 \ SPECIFICATIONS OF THE NCDENR. �! �'y,'�i~' 'r �� ,�'` 1 //-Iu` / ��/ \ / ``♦/ \\ \ \\ ` \ \ <h '% % / , I I / / / ,/ /r / ' / - \ I \\ I I 1 I I ,, \\ - ` i ( , \ \ 1 \ ,\ \ ,, `\ i *` * ` '��`N -*�� '� l i `� ' / , , i / % / ;' ; �' • -\\� `--- -i `\ \``Iii I �` - , \, \ , ` ' , \ \\ \ 6. NO DISTURBED AREA SHALL BE ALLOWED TO REMAIN UNPROTECTED AND MUST BE MULCHED AND ,'___ '�-/; ��%� '�'` 1 •� - \ _ ` ` `\ ``--' eI <' r' / IT^ L�_ y '2/yyjV t:k -, - I I I I, \ i i % / / i i "� _ / _- 0 \ \ \ \ I N I \ ` 1 `\" `- ` `,`\ \`, \` \ `\ / , `, SEEDED WITHIN 7 DAYS OF WHEN WORK WAS CONDUCTED. \ / ► , , r / \ , , 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY AND ALL SUITABLE I WETLAN '' y ,, / - l d I '' / ? / \ \ ` ` , \� \ 11 i '� - L , ,7K - L- \ �� J/ I l ` / �'' / �, /' //� < i ,'' / /' , � \,` \ .�' j \� __' I i 1 / 1 ) , / ,� y` \\ \ `\ \ \\ \ \ \\ \ BACKFILL MATERIAL AND SHALL PLACE MATERIAL IN 12 LAYERS AND COMPACT SAID FILL TO 95% FEMA ZONE - ``'~ - ;�/' \ I "�- ` ° ��'/r�i�erfc '' = �-_ ,; \ \ SASE \ Pipe Table Pipe Name Size Length Slope Inv In Inv Out SW -1 36 296.6 1.00% 320.20 317.24 SW -2 36 44.0 1.00% 320.74 320.30 SW -3 30 54.5 1.00% 321.39 320.84 SW -4 24 200.0 1.00% 332.68 330.68 SW -5 24 56.2 1.00% 333.59 333.03 SW -6 60 120.0 2.71 % 330.00 326.75 SW -7 60 120.0 2.71 % 331 .00 327.75 STANDARD PROCTOR. AREAS -L`E'T'` - --i;, " 111 / �' ,/' / ;' ; / / �' _�?M AiENT _-' `\ I AN �F 0.2 �� <II�/� - -_ �- - : Z\ I ! II I ' , / ; / ,' : ' i i / '�/' : ' 0 Lr0 / 2� X5� - AYEL-----''"/'' /) i `I \`t \ 1 i i i I i I I ' I i /� \ ( 8. SEEDING OF THE SHOULDERS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL DETAIL NUAL CHANCE F x' 1-' - *` \ I I/I ` ' /%`' // / / % m 0 D 38( 37( 36( 35( 34( 33( REE -P R- W FEff'ION ENTRANCE f - - - - - - 7?1 i A .�� x a �.a . >� ,•,�� SEDIMENT BASIN 7 II 4 I LIMITS OF DISTURBANCE -Z -\ ■ - - 7 - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — —- ■ —— /---------=--————— — — — — — — —j — —�— — — — — — — — t �- 7 — — — — — — — — — — — — T 33(6�)SF /- - - - - - - - - - - - - - - � - - - - ■ 0.77 AC — — — — — — — — — — — — — -- t 10 —/— — — — a ■ /— — — — — — — — — — — — — — — — — � — — — — — —� — — — — — — ----- —�----— --- — —— —� — — — —— — — — — —� < ` ■------r ----- ---=� ♦— 7- — — — — — - — — — — — — — — — — — — — — — — -X / wM�■—�-------------- 1--- -- -- ♦ / / ---------------- PROP OED — -- PVC PVC WA RUNE ____ -' o — — — — — — L — — — — — -- — — — — — — — }' — — — — — — t — — / d -- — — — �————----— — — — — —------------ — 5' OFEOP 00 — — — — — — — -- — — — — - -- -- -- --- /— L -I / / SEDIMENT BA IN 6 �— — — — — — — — — — — — — — — — — - — _— -------- y-- -- 1 — — — — — — — — — — — — — — — — — — — O — -- ��— —/—————————— i— — — — — —— ——— ——/— -- -�— -- — — —_�--— — — — — ——— — — — — —— —' — — / -�———— — — — — —— — — — —— —� _ -! _T - 25• 26 / - - - - - - - - - - \ � \ - - - - - -- - - - - - 1.O03CF 30956 SF - _ / 0.71 AC 1 � \- - - - - - - - - - - - - � - - - - - - - r \- — — — — — — — — — —1 ~ — — — — — — 'y / / 30000 .69SF — 1 AC 23• 651 SF 1.50 AC H DITCH G IMILNER DRIVE 8+19.80 S)NCTUARY DRIVE 0+00.00 MILNER DRIVE 50' PUBLIC RIGHT OF WAY 1 I I 1 I / 1 1 1 1 1 1 DITCH E 45° BEND IN g" W/L ' N LIMITS OF DISTURBANCE 45° BEND IN 6" W/L ♦ ♦ 1 +211-1-1 UU u+uu 1 +uu 1+uu .5+uu 4 u 5+uu b+Uu +uu b uu 9 uu 9, u V3 �Wo°z0C� • 10 .OVC g O O U ReVIS1011:05-05-2016 SMK 0 N cz c lcX w OC STA = 0+00 Ct w O V1 N Q r�n cc ' PVI EL 368 78 V ct d K 30.0 04 o M 00 O \ v + C7 O O+p 00 \ ; o +w 00 o 0 \ � _ ..> w pill0 > > > 525.6VC 49. VC 0 w 0 \ PVI EL = 331.4 P I EL = 357.2 z U z z = 30.0 K = 14.0 Ln L.P. ELEV: 342.94 *ST PPIN CONE (TION) \ L.P. TA: 4+22.02. \ o o 0 + \ ul M M / °' 1 << Q U,Ld !n \-77 l � L L L \ / L Z EXISTING -25'- LEFT. FFS PROPOSED VERTICAL ALIGNMEN \ EXISTING GRADE_ PROPOSED DITCH C O LL PROPOSED 6' PVC WATERLINE_ � E ISTIN 25' LEFT 0 FSET EXISTING 25' RIGHT OFFSE / E ISTIN GRAD PROPOSED 6" PVC WATERLINE P OPOS D DIT ',H CL EXISTING 25' RIGHT OFFSET W-7 W/ CDO HW 60"1 RCP @ 120.00 LF 2.71 NV 114: 331.00 27.75 SW -6 W NCDOT HW 60" RCP © 120. 0 L 2.71 INV IN: 33U. IN OUT: 326.75 —ItVV Urt-VV ItUV LtVV JtVV '+tVV Station VtVV oy-VV /tVV 0tVV 380 570 560 550 540 530 325 9+00 9+25 N.C. UNDERGROUND UTILITIES 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 A -ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY SCALE: 1 I = 50' HORIZONTAL 177 = 5' VERTICAL GRAPHIC SCALE 25 5.0 100 ( IN FEET ) 1 inch = 50 ft a x y KA .%`� N� .....••�o,% W U n u V3 �Wo°z0C� • o � tj) 41 g O O U ReVIS1011:05-05-2016 SMK 0 N cz c lcX w OC Cd Ct w O V1 Q r�n cc ' V ct m CD Q 0 D I 37 36 35 34 33 / - r- \ ♦ \ 1 M ` 30000 SF mW 0.69 0.69 AC I I AC / \ LIMITS OF DISTURBANCE / 37 / ' / 1 \ \ \ 34 / ♦ u 0.69 AC Z �1 ' / 30 690 CF / I I 45° BEND\ I 6" W/L \ ;\ 30000 SF 1 ; 1 I / / ' e / ♦ \ WATERLINE 30000 SF \ \ ` 1 I I / / � 9,5�9h / / \ ♦ ♦, \ I l �� 0.69 AC I��ir��iP\ \ ` \ , , � / 5'`� ♦ \ /rLp'I. 036! I I \ ♦ \ \ / / `\ \ / // SEDIMENT BASIN 4'- 3000 ACF I I \ ♦\ \ � \ 1 1, 1 / / ' � / / \ ♦; \\� I ✓356x- - / / ♦♦ \ \ \ \\�� \ I Z I \ ♦ \ / / �2 - - / / \` \ \ ♦ \ 3s \`'a \ SEDIMENT BASIN 3 30000 SF 0.69 AC I1 30000 SF \ ♦ \ / g96i - / \ ♦ \ \ \ \ O♦?`�� \ / I 0.69 AC\`� \ 1 038 0 S 0o / \ ♦ \ \`\ ♦ \ F \ \ 0.69 Ac I // . 333 �\ ♦\ �\ \ \ 40 I 1 I N2 \ \ ♦ \ \ 3000000 CF \ \ ; DITCH C\ \ \ I -0. � I / 15. 45 ':4.0 /pa SANCTUARY DRIVE 50' PUBLIC RIGHTf OF WAY 00, 10/ 25-1 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11--00 12+0012-2 4+00 oellez • W U / 15 Vi'5?0�0035526 GRADE \ SF/ 0.82 AC I • \ \ 20' PUBLIC 0 E SPACE AC SS / EASEME- GRAVr- CESS ROAD OOF Revision:05-05-2016 SMK 188.7VCc / - � / 41 / N /00 / 373002 SF 0.86 AC ti -1+00 0+00 1+00 2+00 / 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+2 Station /, 2 / FES -1 - .0' SCM ACCESS .ASEMENT W/12' / / - - / / GRAVEL ACCESS ROAD / / / - - / / \ A �/ r/ \ /000 / / / oop / 001 12 33173 SF / �-7 / 0.76 AC INLET PROTECTION TYP. w / / / \ a / DITCH 6 \ \ I SEDIMENT BASIN \\ \ °sa SANCTUARY DRIVE 11+04.85 11 -.QARDENBROOK DRIVE 9+37.93 40160 SF \ ` \ 0.92 AC \ \ \ \ \ TACH D ♦ \ oys'ew env / -1 25-1 00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11--00 12+0012-2 4+00 5+00 5+50 • W U Fri ~ EXISTIN37 GRADE ct • 3 O �Ol Revision:05-05-2016 SMK 188.7VCc � N ti -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+2 Station / 4 1 +8 7.95 aj ct POP PVC WA SI RLI E O \ ELE : 33'1.558 P = +50 SIA: 090.81 r PROPOSED GRADE V '- EL :V: 3 .9.699 V IT nroNo P. PVI EL 356.91 K = 30.0 / 5' IN. r� P R I 18' I 32t.06 \ FES 1 W TERL NE 5' IN. NI IN 20.0 \ I-3 INV OUT: 320.84 0" CP 54 51 F r r \ I-2 RIM: 321. -INV IN: 3 8 3 .74 r lw INV OUT: 3 13 " P @ 296.0 L PROPOSED v 36" IRCP .30 @ 44.00 SW- p 1.00 DIS IPAT R 1.00 w o -1.00 6Y > ==t_3� - '- rz N S > >> » z I N to >> » 04.5VC Q M STIN&-2-5' R4 HT - - \ A = 7+7 M o PROPOSED ENT r� » - PVI K VERTICAL ALIGN L = 340.82 = 30.0 00 o _ _ _ ++ EXIS ING RADE SURVEYED) .. �... OP SED " PVC WATERLINE o A PROPOSED DITCH CL Q \ \ v � W r cc r 330 \ \ EXISTING 25' R GHT CIFFSET 3ED IVER11CIT ALIGNMENT >< EXISTING 3RADE SURVEYED , \ \ 320� PRO OSED 6" PVC WAT RLINE \ \ PROPO C XISTIN 25' LEFT FFSE YI 2 SW -3 r +3 312 1+00 2+00 3+00 4+00 5+00 5+50 • W U Fri ~ EXISTIN37 GRADE ct • 3 O �Ol Revision:05-05-2016 SMK � N ti -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+2 Station / STA: 1 +8 7.95 aj ct POP PVC WA SI RLI E O \ ELE : 33'1.558 SIA: 090.81 r PROPOSED GRADE V V 1 EL :V: 3 .9.699 V IT P. / 5' IN. P R I 18' I 32t.06 \ FES 1 W TERL NE 5' IN. NI IN 20.0 \ I-3 INV OUT: 320.84 0" CP 54 51 F r r \ I-2 RIM: 321. -INV IN: 3 8 3 .74 r lw INV OUT: 3 13 " P @ 296.0 L PROPOSED 36" IRCP .30 @ 44.00 SW- p 1.00 DIS IPAT R 1.00 330 \ \ EXISTING 25' R GHT CIFFSET 3ED IVER11CIT ALIGNMENT >< EXISTING 3RADE SURVEYED , \ \ 320� PRO OSED 6" PVC WAT RLINE \ \ PROPO C XISTIN 25' LEFT FFSE YI 2 SW -3 r +3 312 N.C. UNDERGROUND UTILITIES 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY SCALE: 1ln = 50' HORIZONTAL 1ln = 5' VERTICAL 5 570 560 550 540 530 520 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft `%``%� III •••••s''�I/'moi 1+00 2+00 3+00 4+00 5+00 5+50 • W U Fri ~ N 4_4 ct • 3 O �Ol Revision:05-05-2016 SMK � N ti -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+0012+2 Station N.C. UNDERGROUND UTILITIES 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY SCALE: 1ln = 50' HORIZONTAL 1ln = 5' VERTICAL 5 570 560 550 540 530 520 5 GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft `%``%� III •••••s''�I/'moi :�``':• � ••. o ;3= � is .:� % • W U Fri ~ N 4_4 ct • 3 O �Ol Revision:05-05-2016 SMK � N ti w ct aj ct O VJ V V 1 V 36( 35( 34( 33( � � I S I // l I �I I• I I� III I I � � �� ,5 35526 SF ' 45 0.82 AC ■ 30000 SF 0.69 AC I' I co IaI N _ T 005 30000 SF 37�.73 30000 SF 0.69AC N 0.69 AC DITCH 7/; - ■'24 1 i Eql ENT BASIN 1 / 43 t o I I I I I I O a w I I 30000 SF MI^ I I w aI w 0 14 0.69 AC I MIM I I of I I< o I 39 I �1 39 0 R I 373002 SF / b I of M I r M NI^ 0 1 0.86 AC ■ / © 42 Iro a rn 30000 SF I-� 7' 03 {I - - 30000 SF I,*tj- I I� ^ PROPOSED 69 I ^ v 41 SIM I 30000 SF I 12 o1N I 0.69 AC I N _ N16 57 03.6 • V I 0.69 AC I 0.69 AC ID PROPOSEa V = - PROPOSED I \ // I y I 30000 ACF ' I I N I I U v- -- PLUNGE / ► I I I I I SEDIMENT BASIN I _ -�__z1 _ POOL \/ / DITCH A 11 1 I I I I I I I I I I I I V1 I 333"= - I I I 1 � ► I -_ I 7 ,.w,7. CHECK DAM TYPI I I I I I I I M g M I I v 0 � III I I I I I � v 30`0 `* \¢ M ¢ \ �� SEDIMENT BASIN 3 V 2 I' I I i 1 I -CESS PUBLIC SCM A 3148103 SF CI,, EASEMENT W/1 2' 0.72 Ac 57 DITCH C I 36 sw, z GRAVEL ACCESS ROAD \ �2 \ I I I I 30000 Cl WATER METER TYP. I I I I 0.69; ` \ i PROPOSED 6" 25'X50' GRAVEL PVC WATERLINE ■ SEDIMENT BASI \ a '�1 CONSTRUCTION I I \ \ \°40 \ OFF EOP ENTRANCE I 20' PUBLIC / SCM ACCESS / \ >°>a ♦�� c \ W ,> _ 3.90 > > ■ I EASEMENT \ \n » _T M Gy �CL�CL'T� C=LY' 56'CPR 3g o2. a M (n / -�- a\ 16"W:.a� CL a�a� - c a�a a "wi g _cL_o�a CL-a_a a- 38.17% o aa S23�_ I SEDIMENT BASIN 5 12 DITCH B \ \ R 30.00 a -g "' o - & X44-sg*W a 0 S _ 7 038, �'�]1 331703 SF j >> _ > 33.47 _ 4 >, a 0 0.76 AC 3 N \ > > > _ > ss.00 » B5. / - _ _ _ - _ o28 DITCH 6 60.73 DITCH D _ ♦'�� 1 ��' _ 00 I 11 CONTINUE DITCH 8.76 Ii z■ ' ' I / / I 1 I I I I LI ITS OF DISTURBANCE I I THROUGH FILL I I 11 I \ ? 7� GARDENBROOK DRIVE 9+37.93 ■ ' 1 I / / / N I 20' MEET W1 CM ACCESS ♦\ SANCTUARY DRIVE 11+04.85 � V) I GRAVEL - EAI I I I \ \ I 44 �S ROAD 11 1 II ,I I ■ I I 11 1 I I I 11 1 I I I I I I I I ZI ' 1' \ \♦ \ 20' PUBLIC EASEMENT 20 PUB�SACCESS EASEMENT EASEMENT1\2FIM_4 4016101 SF GRAVEL AC D 0.92 Ac ■ ' 47070 F 1.088 AC I 11 I, I 30.787 SF AC I I I I I I m,� I o MI��I ® I I \ ?9♦sx�\ I I I 309003 SF I I nl n l g M 11 SF 39316 SF I MI o f 30 691 AC I \ d0i9♦AS 9\ 1 I I 0.71 AC0.90 AC 300000 SF I' �, I zui I1 I 300000 SF I MQ Ar'10690 ACF I MIZ i 0.69 AC I Iz I I I I_ I 0690 ACF ' 1 1 30118 SF \ GARDENBROOK DRIVE 50' PUBLIC RIGHT OF WAY Station N.C. UNDERGROUND UTILITIES 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY 5 560 550 540 530 a1y�K�eR 520 5 SCALE: 1ln = 50' HORIZONTAL 1ln = 5' VERTICAL GRAPHIC SCALE 5 50 1 0 ( IN FEET ) 1 inch = 50 ft %%%%� 4 15 u -1+UU -1 +UU U+UU 1 +UU % 2 u 15 u 4 u S+UU U+UU /+UU ti+UU 9 u 1 U UU1 U 2 • 3 O O 180.OVC 00 �f � N ti 272.2VC w �C 69.2VC a> ct Q V5 Q N w O V1 PVI ST_ = - d • �1 PVI STA = 2+6Q O 1-- A 5+ c V C� 50 00 PVI EL 337 PVI EL 351.50 PV EL 336.0 K= 30.0 o K= 30.0 K= 30.0 04 06 N 0o H.P. ELEV: 384.41 + H.P. STA: 2+56 00 co 0 rri - 0)+ / .t- \ Of o > o m Iw-- n \ Cp N O Of, } to M Zi 04 ?+� L6 Ld 0 00 \ ` M . C9 N + L << >> Lq - - - \ LO o 14. L \ YI-5 EXISTING 5' LE OFFSET RIM: 338.0 PROPOSED VER ICAL LIGNM NT \ \ » 24 RCP C�? 6.21INV INV IN: 3 3.59 EXISTI G GRADE OUT: 33.5 PROPOSED DITCH CL ' \ \ 1. 0% \ YI-4 ROPO ED 6" PVC WATERLINE EX STING ROAD GRAD RIM. .338.0 EXIS ING 25' RIG T OFFSET INV IN: 3 3.03 ,, \ INV UT: > < < -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0010+2 Station N.C. UNDERGROUND UTILITIES 3 DAYS BEFORE DIGGING CALL TOLL FREE 1800-632-4949 A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY 5 560 550 540 530 a1y�K�eR 520 5 SCALE: 1ln = 50' HORIZONTAL 1ln = 5' VERTICAL GRAPHIC SCALE 5 50 1 0 ( IN FEET ) 1 inch = 50 ft %%%%� 4 i • o '3= � % • W U n . � I�1 ~ • 3 O O Revision:05-05-2016 SMK �f � N ti w �C a> ct Q V5 Q w O V1 • �1 O A c V C� 1 ig �p& \_ -_-- - i20LIC SCM _ ACCA�E ENT I►�_------ -�LIMIT OF DISTUf t�CEWP-2� G A CE�s_—,l_----'__I—� _------ _ _ ` �, ROAD ' — — — — -- DITCH 3/� --- 't----_ — — , _ _ i- \ �, r / DITCH 1� J 4 I \ _ DITCH 2 _ ♦ I / / y ---- 20'/ RU�ASEMENT�LI�G`SCM _ --\`_\ ♦ \,_----- _ \ Ill / I l l l l l ' __W11'12' -ACSoE�- W/ 12 GSR VI�L AC-C-ESS-SS_I - - _ `\ / l I � . 1 I ► I l l l I ROAD • �- -\� /--�'I-_�_ �.� �� L -r / - -_ _ _ �_ � I III I `I� I c L/ � ` � � `� — fi — — � � i I-__,\_-_ \ � \--� ,\ � ` / / / / / / r ��' I \� �� I'— _ ---- —_ III I I I I I I I \`�\ / �� _� ♦\`\ / i /////% / % I �� _� ■ / \ ` / - _ .11 I I I 1'�1 ,l _ I I tet\ G •c ` - / �_ DITCH 4 I \\ _--\ \ \ If / / / \ \ II I t h J _ -,_/ ■ I - �\ _ / ----i! I I I rt -L _ 1 I 1 �+-1--I "f I 1 �;- s I - I / 17 LEVEL SP&E-AD€R 2 I I I I t --I I I I I I I I� \ r�\ / _L I I I I 1 I `L-1 1 I I I I 1 I I l�� >� \ \ I r ` \ ♦ \ / \I ,�I�,�, � \ � � \ ♦ `� \�-� L l l f l / I I I r�-' II �� , ''� _ -_-�- -I�I,I� 11 111'�y1 Ill I 1 I�`I LI�I'I I '�1 f I I -I ITI I�I-I� I11�\,\ _ ■ I �\ I /� �- I I 1•-I-4 �I �' �--L I I- I I I I I I I I -h I 1 ~I \ >� \ LEV SPREADER -2- � � / ' \\ -_ J� � � - � � -LIMIT OF DISTURBANCE �� I- I I I I� I �i ��l 1 1 1 1 1 1 1 I h I , I !�I I I I ' I ' r � � � ��-' � - � � � �I t�J I �t I� I _J_�L}',I��I I I I I J _ _ I �� ♦ \ ��_ `. / /i l l/� I /// / % J I I I I I I I,1 I I I 1 I I I I I I I I I 'Al I /' `� / 4 j LI_141"_4-1 � r1-1- 31 - �I �l f - '�IJ`I I I IT-f�`�I I I 1 I 1 I I I I I�1 i ,� \ `� \♦\ �\ �%J 1 1/ l I/ I, I 1 1 1 1 1 1 VII / �'- _ i l �I I I I/� I I�� I -+ 1-1 -4 1� 1 1 1 1 1 I I I I I� I I / / - i I � - � � - V I- I h I �T � I- -I L 1 —I ��1� I I I -L -i I I I \ I I �b T I--4 ISI I� 11 -L 7_ I I\ DITCH 5 �' 1 1 T�� _ I I I I I I I I I I I I �F I / LEVEL SPREADER 1 ��i -I T' I I I I I/ I r— ► 1 1 1 1 1 1 I I .i� I I II I' `I `i I I '1� I� I I I I I c '� ♦ i y / f/ // / /l 1, l // r�l 1 1 1 1 1 1 1 1 1 1 I.I I I kLI--I 1-� I 11 ISI 1 �I 1 1 1 1 1 1 1 1 1 li I L EXISTING WETLAND r/ \\ ��T� I�1 11 I 1 b 1y,1 I;/ V III I I I I I I T� w T� \ \I`I�I I\`\,\\ ' <— L,♦� _— �' J / 11 / l// l i I �f I II I I I I I/ I I? /> I I 4�1! �` J I I 1 i. l I' -i T 'I� _� \ << I I I I I I 'i I I I I I Ih I l k l- 1� I I I I�� 1 0 WCWSWS BUFFER I I I 1 LJ I I I I I I t- 1- I� _ J �t- `I k l' I I 1 I �I 1 I� 1 1 1' 1 e I I I I I I lam, `� 1 1 1yI11-1 T I I TSL I I 'I�� 1� '7`I 1 1 1 1 1 `�\\�� _r - j �\ IIIIIIIIII/�rl 1 1 (MTI I `I. I i 1 1 1 1 1 I`P' I� ISI 11 I 1 I 1 I 1 I 1 I I I 1 �II \`\II� 1I�I1 II.1I II 1I1 II 1I1 II 1I1 II I1I II 1I1 II 1I1 II I1 I I1 II I1 I I1 I I1 I 1 I.II I1 I I I1? II I I IT�I 11 � I I ISI SI �11`1 I I I ICul 4 I 41 iI -11 -�II __1 I I I1 II I1 fi I 1 1 -T -�I I ' I 1 ix-- I I I 1, I III I 1 a. ` 1 I 1 I I 1 I -r�\ \\ l` I SI I ��\•\\ � \ l �/ l / I 1/I I 1 II l/ I►I ► Ii II I / / ,1 0 1\ 1 I 1� 1 ♦I I I I I I �� 1 `1. 1 1 1 �I�I\�I 1 1 I T �'I� 1 1 1� I �� I► I l 1 I I , / t/ l�l.l' 1 11,1,1 I ISI I.11�\I.1,I�I 11 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 ISI 11 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 I V\ -JI I I I I I I I 1 I 1 _4 T 1 I 1 I I \1�j�1' 1 1 I I I f 1 1 1 1 1 1 1 1 1 �1 11 I 1 I 1 I 1 I 1 I 1 I 1 I 1 11♦I I I I I I 1 I 11��1 \ (�� I I I�I� I I; I I I I I I I I I I I I I I �I I I I I I IJ�I I I I I I I I I ITI I I 1 1 1 1 1 A I I�I I I I I I 111 I I I I I I I I �1 I� 1 T J- 1� _ I I OiLI I I I I I I'I��1-T +J�. I, L I I I I I I I I I 1 I 1� 1� I I 1 I I I 1 I I I I I I I 1 I I I I I �I I_I I�I III 1 I 1 I 1 I 1 I 1 I I I 1 �I\I I S I II Ij-1 S I I I I I I I I I I I I I I I I iI I I I I I I I I I I I I I I I I I I 1 4 11 I 1 I 1 I I I \ �,, ry II.� `� I kI / I ♦II I I I I I IIIII � �F I -h I t -� _I III 1 `I A l i I 1 I 1� � I I I ITI I I I I I `f' I� V� I 1 I 1 A I I— J I I I r I, I, /I I I I_ —I, �— ♦— I I I I I I��h eL. 1 I T .4 1 1 J. .F t T �F _ 1 I I J J r l �I I 1 1 1_ I I I I I I I 1 I V 1 I_ .I I 14'� I I L. I I I I I I I I I I I I I it r�l I I I I �r i �I Jam- A L —I — �I. I • 1 ��I �L�—L �F I I I \ I I I I I �I I I\ I I 1 I I GRAPHIC SCALE �LL�N9ViY DITCHES 1-5 LEVEL SPREADERS 1-3 50 25 50 1 yo 2 0 INLET PIPE FROM FLOW SPLITTER 36" D 32( m cD 31( 0 D ( IN FEET ) 1 inch = 5o ft U S U+UU 1 +UU 1st INCH (CFS) 2 u 15 u 4 u S+UU b UU /+UU ti+UU 308.11 9 u 1 U UU 1 1 UU 1 L UU 1 .5 UU1 ,5 2 RIGHT OF WAY • °O P� an 3 ��011 V Revision:05-05-2016 SMx cV ct � ROPOSED-E P � W � ct C 14 43 PR POS D C NTEF LINE O V 1 VJ ct -4--� U O r V TIM EXISTING GRAD U DITCH 6 S A: 12+ r \ E EV: 012.920 r I.UU o — LEVEL STA: ELE 0+20.53 : 30 .430 DITC BLOCK LEV L E V E L S L LI READER ELEV: 2 307.25 ITCH 2 P OPO ED CRADE _ _ — n r SP EADER 3 — _ _ —/_LEVE1 1 LIP ELEV: 305.250 _LEVEL LEVEL SPREAD LIP IELEV:i 3051250-\__ R 1 r _ __ r r DITCH 3 ELEV: A: _307.854 +14.3 DITCH 5 �. o,' '..' v .. ITCH 1 ST : 2 03.1 TA: +03.16 ELEV: STA: 4+1 306. .03 00 STA: ELEV: 5+10.03 30 .000 DITCH S A: 9 ELEV: 304.00 E EV: 04.0 0 TA: +97 67 97. 7 ELEV: 304.000 ELEV: 64.ODO 0+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+0013+2 ^,EO TEXTILE ABRIC (SC250) " STONE 113' GGREGATE, .UT INTO SLOPE W/ D50 )F+/—" LEVEL SPREADER PLAN DETAIL I— 34" STONE AGGREGATE, CUT INTO SL1 D50 OF +/- EXISTING GRADE LEVEL LIP `\ ELEV = SEE CHART 15 1 5' 50' VEGETATED FILTER STRIP ® 5% ` PROPOSED GRASS 2" PVC UNDERDRAIN LINED SWALE (PIPE TIL DAYLIGHTS) LIP a�� < d a A d a e e d d a V a A V d — e d a n a 21 d d a d a ° a d e d a c 9 cFT<oQ r 30. G£0 TEXTILE FABRIC (SC250) LEVEL SPREADER SECTIONAL DETAIL — 8„ d A < 24" 8„ da e e a e A Ad ' 6 I - 24 � DISSIPATOR CONCRETE LIP FOR LEVEL SPREADER LEVEL SPREADER PROFILE DETAIL USE CLASS "A" STONE FOR TRASH RACK LEVEL SPREADER TYPICAL NOTE: NOT TO SCALE • LEVEL SPREADERS SHALL BE CONTAINED WITHIN A 20' MAINTENANCE AND DRAINAGE EASEMENT AND SHALL CONFORM TO TOPOGRAPHY TO MEET THE INTENT OF DIFFUSE FLOW." • FOR ENGINEERED FILTER STRIPS, THE FILTER STRIP AND ANY ADJACENT CUT SLOPES MUST BE COVERED WITH AT LEAST 6 INCHES OF LOOSE TOPSOIL WITH APPROPRIATE SOIL AMENDMENTS AND AN APPROPRIATE TURF GRASS SPECIES. THE ENGINEERED FILTER STRIP MUST BE CONSTRUCTED WITH A UNIFORM TRANSVERSE SLOPE. • IN THE VFS, THE TOPSOIL MUST BE AMENDED WITH LIME AND ORGANIC MATTER AND AN APPROPRIATE SPECIES OF GRASS MUST BE SELECTED FOR THE APPLICABLE CLIMATIC ZONE. • THE AGGREGATE STONE IMMEDIATELY DOWNSLOPE FOR STORMWATER DISSIPATION WILL NOT EXCEED ONE INCH IN DIAMETER. LEVEL SPREADER DATA TABLE LS# LEVEL LIP ELEV. 1st INCH (CFS) LENGTH(LF) SCM 1 A 306.00 9.39 CFS 100LF SCM 1 B 308.11 8.39 CFS 85 LF SCM 1 C 306.64 9.84 CFS 100LF Station 20' PIJ6LIC DRAINAGE--' _— — — — — _ SEMENT — _ _ _ _ SC�,�' ACCESS EA �-��\�" �� --'%' _------ f� \ \ \ \ -,%ITH 12' GRAVED ACCESS ` — ,-----------' ROAD — -_ Irl ��' \� DITCH 6 �_�_/ \ \/\ / / ��////// ✓ �� / 20' PUBLIC DRAINAGE SCM AOCESS EASEMENT WITH /12' GRAVEL ACCESS \'♦-\ - �� ROADS llj[i i pl//// / i _ , / Q aligNOM -17 4 4 4 4 , 1 1 •III l , l l 1 GRAPHIC SCALE 5.0 100 ( IN FEET ) 1 inch = 50 ft DITCH 6 - 1 00 330- 32( 31( nLnn 1 Lnn 1)Lnn 5 520 310 300 5 zLnn 3+50 330 I tVV Station LrtVV J-YVV 520 510 300 3+50 %% o '3, U Fri ~ Ct PROPOSED 50' PUBLIC RIGHT OF WAY • °O P� an 3 ��011 V Revision:05-05-2016 SMx cV ct � ROPOSED-E P � W � ct C PR POS D C NTEF LINE O V 1 VJ ct -4--� U O r V TIM EXISTING GRAD U DITCH 6 r \ r I.UU o — P OPO ED CRADE n r (7 r 1 r r r I tVV Station LrtVV J-YVV 520 510 300 3+50 %% o '3, U Fri ~ Ct W Z t • °O P� an 3 ��011 V Revision:05-05-2016 SMx cV ct � w � W � ct C O V 1 VJ ct -4--� U O w V TIM U TOPS \ J __ELEV,,, \ rlNLSH \ \ \ \ ELEVATION: 25.00/\' /r go _r \ F. D 3019 `\ \ \ \�Dr*�PAZOR \ _ ✓ATION: \ ( ( I j S I I i S I I \ I I I I I I I I '�INISH ELEVATION:, \ I I I I I I I I ( 294-50 j \ FINISN �ELEVAjTIO�: 1I- \ \ \ I I I \ 294.2 IIRkE \ I I \ �0, �F\, 12wC' R \ I \ I OUT TIP \ i I I I�I 11 1 I II I�I 110, wrap I I l I�I I III IQISSIFATOR I 1\\ I\ I I I ' II �TLAND IS NC�T (J T0� BE DISTURBED DRY DETENTION BASIN (SCM 2A GRAPHIC SCALE 1.5 30 6.0 1 25% SEDIMENT LEVEL = 295.00 BOTTOM OF POND = 294.00 ( IN FEET ) 1 inch = 30 ft TOP ELEV = 300 WEIR ELEV = 300 TOP OF RISER ELEV = 298 --1 24" CMP RISER 1.5" ORIFICE W/TRASH RACK ELEV = 294.00 (SECTION B—B) im ANTI—SEEP COLLAR 36" -1 38( 37( 36( 35( 34( 33( ---,P`�— ' / ��/ �/ DITCH/'7 7- *,waft IS In WNWM all in min i U.D. SYSTEM (SCM 1 D) / DITCH 7 sw-a T / _ - -- 20' -PLlfll IC_�_SCM��/� ■U/40I I / ACCESS EASEMENT` - - / / / / / i \I — s � / GRAPHIC SCALE 0 25 5.0 100 200 ( IN FEET) y 1 inch = 50 ft 5 5U —5 UU —4 UU — S+UU —L UU —1 UU U+UU 1 +UUL+UU 1�``,````\ ,5+Ul f1 •� ct U N U Z t ct rr011 V Revision:05-05-2016 SMK : ti N w O � M y a � U Q V1 Q w O V 1 ct w V ct PR POSE 1.5' BERM \ (DI CH 7 \ \ DR VE ENTE LINE \ \ STA: ELE 0+00.00 : 341.269 ROP SED 6" PVC #ATERLINE \ ROP SED GRAD7 E ISTING GRADE RI INV IN: INV OUT: 24 RCP ® 3' M N. YI RIM: 4 328.00 : 338.00 I-5 .59 -5 LF_ D07.i 18 MIN. IN IN IN: OU 333.3 332.68 , 24 RC @00.0 LF 335.59 33 SW • 6.21 \ ' \ NA 1. 50' ROP PU SED LIC GARD`ENBR RIGH OF OK WAY INV 33 .68 PROD OSE 8' -5+00 -4+00 -3+00 -2+00 -1 +00 0+00 1 +00 2+00 3+01 OUTLET PIPE USE #4 REBAR TO BUILD RISER TOP TRASH RACK SECTION OF TRASH RACK TO PIVOT FOR ACCESS INTO RISER 4 a ° 24 PLAN Station OUTLET STRUCTURE S( CM2A) NOT TO SCALE USE #4 REBAR TO BUILD RISER TOP TRASH RACK 1/2" x 18 GA. STAINLESS FLATTENED EXPANDED SHEET WELDED TO A #3 REBAR FRAME GENERIC LATCH TO SECURE TRASH RACK IN CLOSED POSITION OUTLET rT T 6" OR FICE 6" ICE 6 12" -� L 12" ORIFICE 3 1.:3" 41 REBAR TO SECURE FRONT END & ALLOWS ROTATION ELEVATION 1 ELEVATION 2 NOTE: SCREENED TRASH RACK -EITHER FABRICATE IN FIELD OR USE PRE -MANUFACTURED TRASH RACK. -THE CLEAR DISTANCE BETWEEN BARS GENERALLY SHOULD NOT BE LESS THAN 2 INCHES; HOWEVER, ONE EXCEPTION TO THIS MAY BE NEAR THE APEX OF THE TRASH RACK. BAR SPACING SHOULD BE NO GREATER THAN ONE-HALF OF THE MINIMUM CONDUIT DIMENSION IN THE DROP INLET, WITH AN ABSOLUTE MAXIMUM OF 5.5 INCHES TO DISCOURAGE CHILD ACCESS. 580 570 560 550 540 530 525 o ;3, ',''''''111 • 1�``,````\ U f1 •� ct U N U Z t ct rr011 V Revision:05-05-2016 SMK : ti N w O � M y a � U Q V1 Q w O V 1 ct w V ct SLOPE INSTALLATION 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" (15 CM) DEEP X 6" (15 CM) 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" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 5 CM - 12.5 CM OVERLAP DEPENDOIG ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NORTH AMERICAN GREEN \f/ir�8 %I♦ �. %�i:._._ -.u•1 CHANNEL INSTALLATION N . 1, RL J. �: -I.. r. (30 CM) 4" CM 212.55CM) 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 CHANNEL BY ANCHORING THE BLANKET IN A 6" 15 CM DEEP X 6" 15 CM WIDE TRENCH WITH APPROXIMATELY 12- (30 CM OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12" 30 CM ACROSS THE WIDTH OF THE BLANKET. / ( ) 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: NO Stabilization Stabilization Time Description -IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 615 CM) ( ) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. BLANKETS. swales, ditches 7 days None and slopes j t3 N< High Quality NOTE: Mountains -May 15 - Aug. 15 A B C ow z_ ZZ� NU 6 NW �� 20 Z WQ W wwg z WwOfn- IY IY W W W =W r0 ¢ i z0 W-W1WU. W<Mj �WOWwZ_my B. PROJECTED WATER LINE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE Slopes steeper 7 days less in length and are C. CHANNEL BOTTOM/ o� <� <Z IW Mulch INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE SIDESLOPE VERTICES N rZ - 7 -day for slopes 4d 2 Z J O greater than 50 feet flater Maintenance in length WELL-DEFINED .. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY None (except for with slopes flatter 14 days perimeters and HQW than 4:1 CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. Zones *-Extensions of time may be approved by the permitting PERSPECTIVE BAFFLE (�.) I VIEW Ii / \< TTCS V1 MM W -W WK Jr' -'4)W Wo x � W� z%1 CHANNEL O p O OpO000p 00 1. 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FRONT BLOCKS y t; •� m o g�o0o p� , 00 °o ��°�T�°, �° ° 8 &°°o° _ W S� O MAXIMUM STONE DIAMETER O O O O O BUT NOT LESS THAN 6" 11I� "'� a � a� � � _ z" ZZ i IIIII VB Mr -"o- - .WX VW OIF Z QJV Z¢ Wr WO00 J OC i Ir 3-W ZUO�OrwO O�rW W7:O W Wa' ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. °orb'" ,"'gS�,o8 " 000-(:T,(-) 0000000000 0000 w � QJ W �J a,e•O'''I�'III m } ¢ K,N W. I� Z UJ W U 1'O = =11111 U Q V aEsr .•Tx o gig I- r>aZ x a N / $ --a, � V W o °° • Oo O O 00 O O 00 O O 3. IN AWELL-DEFINED O0 OO O 00 w w _ o _IIII Z J N - KW1 N Ux N a �W W 08 V1� O- W ZVI N¢ aZ p Z a'W USN UrZ rOr �I...�WOr -IU> o •• . . 0 } i � i zS Q W < F5 1O I' �' � Qo I °°" z J _ Zcw pcW� rc jEcrLaU0 Q V)S�rU V03 ¢ w U W Ia. m z ¢ IZ•I < 1�=aRL STONEV-16' MS,� AREA o k C1 a. T� 'SW -< m3� i W r z H O C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. 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U Z ° O W i° - w 6 r co ¢ 00 �Z :TAG N�� GQ NO N Oo"_OO "--.- �D Z,p°0 I °� �"w Z w F X W Z I..I U 0 ZWm Z W < o r 3 �< DI war, TRI - 1,3j z_Qor Ya< Nztip�¢w Z W tom- N J =IIII- IIII o U� C Z °$ < O,�G G 0'00 N 0001 0�0 O 00 00000000 °$ L_ I - g3<i" W UON0<G:- 0'I' 72 Op0t p0O N W w O 05 I 9 WNL Oln IIII- Z w:Fc LZ 8 B Z':0 a -J a -z (n.a O w z 3� Lg a Z+ III= I AVMOVON ONLLSIx3 J STANDARD TEMPORARY (SEDIMENT/SILT) FENCE STANDARD SILT FENCE OUTLET STANDARD TREE PROTECTION DETAIL cT I. W Tal r WN4 ��x<� �WQ4Qzo� TREE PROTECTION II=III TEMPORARY DIVERSION DITCH CROSS SECTIONAL CHECK DAM CONSTRUCTION ENTRANCE VIEW SLOPE INSTALLATION 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" (15 CM) DEEP X 6" (15 CM) 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" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 5 CM - 12.5 CM OVERLAP DEPENDOIG ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NORTH AMERICAN GREEN \f/ir�8 %I♦ �. %�i:._._ -.u•1 CHANNEL INSTALLATION N . 1, RL J. �: -I.. r. (30 CM) 4" CM 212.55CM) 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 CHANNEL BY ANCHORING THE BLANKET IN A 6" 15 CM DEEP X 6" 15 CM WIDE TRENCH WITH APPROXIMATELY 12- (30 CM OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12" 30 CM ACROSS THE WIDTH OF THE BLANKET. / ( ) 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: NO Stabilization Stabilization Time Description -IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 615 CM) ( ) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. BLANKETS. swales, ditches 7 days None and slopes Species Rate (lb/acre) N< High Quality NOTE: Mountains -May 15 - Aug. 15 A B C B C _i&_ PIPE OUTLET TO NOTES: NECESHORSARY TO ALLOW STAPLES T0ZONTAL STAPLE SPACING 0 SECURE THE ULD BE ECRITI RED IF POINTS ALONG THE CHANNEL SURFACE. POSSIBLE. GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM Coastal Plain and Piedmont -Aug. 15 _ Dec. 30 PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RESEEDING- IF A STAND HAS B. PROJECTED WATER LINE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE Slopes steeper 7 days less in length and are C. CHANNEL BOTTOM/ o� REV. 1/2004 Mulch INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE SIDESLOPE VERTICES PROPERLY ANCHOR THE BLANKETS. KE REV. 1/2004 netting, or a mulch anchoring tool. A disk with blades set nearly 7 -day for slopes =gay 14 days greater than 50 feet flater Maintenance in length WELL-DEFINED .. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY None (except for with slopes flatter 14 days perimeters and HQW than 4:1 CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. Zones *-Extensions of time may be approved by the permitting PERSPECTIVE BAFFLE (�.) I VIEW Ii / TTCS V1 MM W j A § r. I ) I^~ Q z%1 CHANNEL O p O OpO000p 00 1. La IS THE LENGH OF O 0000000000 a_ � w NZ � z O I' • r� r� V/ • rmm1 `0 5go 0 • �g8 ct O THE RIP RAP APRON O 00 O - 11 ;=� �:) �n � zJ Z <¢ w �Z z o �� U 0 O 4-1 CA cj ,;:t ;� U ,!5 ��g@ 9.jI A. TWO CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT • rj °o �°°.° . o ao o o°o o° CA O O O O 0 00000000000 2. d= 1.5 TIMES THE A O O� 0000 O 0000 00 A azw - w i �o ct W o W w r p p o 0 - U uTDar 0° "10R ___ $ a L9 - ct 0 W W S Q a cl� W g i In o A EITHER SIDE OF THE INLET OPENING. A 2"X4" STUD SHALL BE CUT AND PLACED THROUGH THE OUTER HOLES OF THE SPACER BLOCKS TO BRACE THE FRONT BLOCKS. FRONT BLOCKS y t; •� m o g�o0o p� , 00 °o ��°�T�°, �° ° 8 &°°o° _ O MAXIMUM STONE DIAMETER O O O O O BUT NOT LESS THAN 6" 11I� "'� a � a� � � _ z" W I V i IIIII -- w> � . ARE PLACED ON THEIR SIDES ACROSS THE INLET AND ABUTTING THE SPACER BLOCK. °orb'" ,"'gS�,o8 " 000-(:T,(-) 0000000000 0000 w � } ¢ O Q = =11111 V aEsr .•Tx x a N / $ --a, � B. HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH OPENINGS SHALL BE PLACED W o °° • Oo O O 00 O O 00 O O 3. IN AWELL-DEFINED O0 OO O 00 w w _ o _IIII Z J N - KW1 -11111 C�i o o 0 } i � i zS OVER THE OUTSIDE VERTICLE FACE (WEBBING) OF THE BLOCKS TO PREVENT FILTER STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCK. 0 a[ Q ° o 00 0 ��, O a 0d FI < F5 1O I' �' � 0 0 0 0 0 0 0 CHANNEL EXTENDED THE z J _ a - V03 ¢ w U W Ia. m z ¢ Z 1�=aRL STONEV-16' MS,� AREA o k b i W r z H O C. NCDOT #5 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCKS. D. CHECK DEVICE AFTER EACH RAIN, REPLACE WASHED STONE IF IT CLOGS WITH SEDIMENT. o ° D,:::;. ° � o I o I w o 0 z 00 0 000Q 0 000 APRON UP THE CHANNES O 0 0 O "' � N o `� 0 3 U a� � a z 9 i - o- _ _-_ ° Q ", m w aHAMBER `'':' Q Id 11 � I 0 0000 000000 O 0 BANKS TO AN ELEVATION " o w -' o a W n O $0 11111 way v amr a su EAa AREA j ; o ;: o o ° D`::::. D N w 3N I 0 0 0 I OF 6" ABOVE THE > a _ U J Z�c Z ¢ `LI o Z a 5. W °o = dam'" TERER �mxu CHAMBER �` °"'� H Z LS :^ ° 9 ` m B La MAXIMUM TAILWATERDEPTH o° ° OR TO THE TOP OF THE \ w - - � W Z r Z �w- J 0 O <m 0 0 I Z%7; ID IDD IN w Ro MMIS AAS , "' J > W �'a L W OVERFLOW FILTERED WATER p ❑ ° 0 O o° `:. A'o 0 rt D o'N I � m iii" ° °°° ° ° °..o�° ° BANK. WHICHEVER IS ° ° 0' ° °D• ° ° o° LESS. °O°OOVOOVOp °O°OO° °°Op ° o \ \ \ o 4 z o NL° >F O o 000 0 W U) (� e� s1aEENERar �� "^E>, �"� QW� MILL- a $ w 10. o00 00o SEDTRUNOFF °k ° ❑❑❑❑ 09, �' °g o 0 0 °P a 8 0 ° � .Ok o 0I = °-IIIII. 11 = IIII- d 4. A FILTER BLANKET OR FILTER FABRIC SHOULDBE EMAA INSTALL BETWEEN THE RIP 3 / / _lu1 � �� = t�l Q(/)"��TMw' W 01 z G< w < r- " -I °00 00 •NEA OF BA9N WATER 6MFACE AT ,avoFPRuiaPN sPUWAYnevA,wN W W G_ a 8 w sEDIMENT °..' WIRE MESH 0 � °� ��, I °° �' b °° I °$oatl O�v�o�' I =ILII 1 II= FILTER BLANKET RAP AND SOIL FOUNDATION. p - � y / y v� / \ ��\ w w "� 1` rn o o 0 00 __M_ 10 F"�111 L°�0� __W_ s11"'I °0T101 a' W :) 2"X4" STUD BRACE CURB INLET "" o 8 I �o _ ' A 00 srxW m s.•a•r .IWI I I =IIII - oo�_ - N °800- . ICL - U. 0 °0000 00 �$'y00000°0000 �°°o 00 ...II II BAFFLE DETAIL M W W m I II= PIPE OUTLET TO FLAT AREA - MOTj - a z _ _ Q o w\ -IIIA - 11 °°° °° �b _ ,. =IIIII -i 3 mlx/ F \I zX =ILII / - B o _ M -7 ° 00 ° 00p ;... IIIII - DESIGN �� OF FAW« IS 6-12 MONTHS M®I A.ulf TOom N1••ORW-1 x W 2 ri U W j II_ NO WELL-DEFINED CHANNEL ° °OHO / o ; ° OOpO p00 r OO 9 ° °o o 0 O ¢ o 00 J 0°O 000 < 0 Z < J EL } < 3 a ¢ •..•_ -: T; "'• INFLOW STRUCTURE TETHER JUTE OR COR ANKMENT r ETtfEBO BAFl4E5 3 o J W o 2 W a < i M < Z Ll U) IY w 2 N k O NOTES: APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NESSESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE INLET r �G: a zo Q w a r OcJ a a- W O J p O O W * * O W w c9 < Q '� -III `�OVOO°OO° 0 °o°Oo Oo 00c 0 00 00 00 00 00 < o °O °O 00 00 00 O 0° 00 00 00 00 00 O O O O O O 00 00 00 00 00 00 a om \ o \ \ "\\ w \ \ �i � i \ ' / I �� z Z p N �0 m 0 p 0 1L'0 0 0 $OO <O OO OC 0 NO O� Q z / I \ / / \ � 0. 0 .. z W a,a 1 a Iy fi rc < 0 d z 1n Z n �O< O m 2W QJo CIU < �¢ Oa NJQ m� vxi y<O <<L.i 3 -Mg �3UK a U o 3 No0 3 M I.a'� {.rU QOJ Wm! l -n W� O rU 1n- J O O O O O o °O °o Oo Oo Oo OC °O °O °O °O °O °O A °� °� °� 0� °O °O( A 0 00 00 00 00 00 O O O O O O °O 00 OO °O °° °° / ' I\ ,- 0 6 -II 8. 4a. INVOTT ELEVATION OF °��ENG EMERGENCY SPILLWAY p�QQQ10 '+0 Q °000 0 o j1 $ 000 0000 0 Op Op -OO 0 0 U Z �' IF= x LU FILTER FABRIC EMERGENCY 51°NE PAD _o Z •. / •�• ' 3 W WIRE MESH F < v Ly U W�m V>OJ, W ICU W �Go�W o NZ WJ 4 r O> O O- x O O 3W0 zJ UOp 30 Fz� z w z z W Fm wa O or w d 3d o 0 0 0 0 000;0C o 00°0°°0o°0o°Oo°Oo`W= d+ La O O O O a p 0010j'10 --0;o0;00' oo °000 0000 00 O O O O O / o \ wow �_ 4 - / I I I \ azo I�- t° OOO OO 000 p00000Q O0O$ O 0 00000 o 0 000 ° OO r J u• sEDe1ENT STORAGE ZONE CROSS-SECTION VIEW � Q CURB INLET I"1 EL Q O 00! W OW< a41 Q JaX Hop N oO UOU J< O vI 0: mor, OW 2 p W_ OD 12) V)Z W K d O O ° 00 00 00 00 00 00 00 00 00 00 00 00 �O °O 00 °O 00 00 C O O O O O O < I °0 Oo 00 00 00, oo tn, w o z F ~ a te � I` o� w X X o0° OO } CJ < Z3 P a DESIGN CRITERIA PRIMARYSPI DRAINAREA.AREA: MINWM VOLUME SURFACEAREA 10 ACRES 1800 WERC FEET PER ACRE d• DISTURBED AREA 21 SQUARE FEET PER CFS of PEAK Flow 25 Wa< a V ••\ a W F M) IY ~ z wmm06 <M g�`Jzo 0 wit w Q <\O W. Z Z W yY(,� ~ w 3 CU < 0 ¢ 2 x2U� r�0 CY O O- J W b z Q U o W o� N 3 _ 0 < m o �o.00o°oo a FILTER LAN K ET o ,a o< `� ~ �' pi w" o ` _ o Qwa XO W C MINWM AST MAXIMUM L/W RATIO: MINWM DEPTH: 8:1 2 FEET CONCRETE BLOCK O U mwa% O> J2W <Or D= W - tai W < m - N Q' if F w�wz u - "' oFa ;_� DEWATERING 11ECHANISM: SKIMMER GRAVEL FILTER z a Q O _100- o O I`I Z d - Q o MINWM DEWATERING TIME BAFFLES REQUIRED: DESIGN LIFE 24 HOURS 3 MINIMUM 3 YEARS MAX O r Z W w w y U O W }-QWO ago Wn�oo I - O� z W 0 w>a - ~ � � a m RESIDEN71 TIAL CONSTRUCTION SID: Nc DOTR MBOSION ons SEDYENT CONTROL PLANNING SKIMMER MC D SKIMMER BLOCK &GRAVEL CURB INLET - o o a U m O O N N `" HT Z O 9E BLOCK AND GRAVEL I BEA7V1�1 1 A OGVIM\/1M DISSIPATOR DESIGN F c i" `3: FPROTECTION ROCK PIPE INLET ENTRANCE aw uANUSI SEDIMENT BASIN SEDIMENT FILTER j(. DROP INLET PROTECTION SLOPE INSTALLATION 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" (15 CM) DEEP X 6" (15 CM) 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" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 5 CM - 12.5 CM OVERLAP DEPENDOIG ON BLANKET TYPE. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE BLANKET WIDTH. NORTH AMERICAN GREEN \f/ir�8 %I♦ �. %�i:._._ -.u•1 CHANNEL INSTALLATION N . 1, RL J. �: -I.. r. (30 CM) 4" CM 212.55CM) 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 CHANNEL BY ANCHORING THE BLANKET IN A 6" 15 CM DEEP X 6" 15 CM WIDE TRENCH WITH APPROXIMATELY 12- (30 CM OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES STAKES SPACED APPROXIMATELY 12" 30 CM ACROSS THE WIDTH OF THE BLANKET. / ( ) 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH 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 GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED. 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. NOTE: NO Stabilization Stabilization Time Description -IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 615 CM) ( ) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. BLANKETS. swales, ditches 7 days None and slopes Species Rate (lb/acre) MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. High Quality NOTE: Mountains -May 15 - Aug. 15 A B C B C _i&_ CRITICAL POINTS A. OVERLAPS AND SEAMS NECESHORSARY TO ALLOW STAPLES T0ZONTAL STAPLE SPACING 0 SECURE THE ULD BE ECRITI RED IF POINTS ALONG THE CHANNEL SURFACE. POSSIBLE. GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM Coastal Plain and Piedmont -Aug. 15 _ Dec. 30 PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RESEEDING- IF A STAND HAS B. PROJECTED WATER LINE •• IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE Slopes steeper 7 days less in length and are C. CHANNEL BOTTOM/ LENGTHS GREATER THAN 6" cm) MAY BE NECESSARY TO REV. 1/2004 Mulch INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE SIDESLOPE VERTICES PROPERLY ANCHOR THE BLANKETS. KE REV. 1/2004 grz W± ar „,-... 5 W , ;"' , p s;s- ic� iW O J 'XIzr o < 00 I WWW J p Pa "1111 'I ,IiI 01--� N W cxi �%h1!'Il a W a2 ''1'II OWR m O "1, ;.,x Z mO O W2} VIVO W H2 JON In W aWE W r Ur15a - �� vw m¢ W3 J Q�- 0 Zvl d Rx U � Q c6I,B : aH Lr .. .e+�%a. 7-.'!1 .�: a a , � � �3 � I04 RI- _' xi A. y'•*'JL.#:1'A-*1v'!F.1I6. &t&:P••it � IA .+�,;2g -:-irk S 4.•,�.r k };! �•rXy�{•:*;Y. ry , 14'r T Wo j.�t y: • Ta . k.: I ,=aV.c z< ,;,.X`j'•+F k:/••,..+,;ieYy}i?•?pgy.'+.yyC;t..'.Y.r'X.V-"•! Irmo .d•?:. 7. •v a• •� TY z k. }. }. L. r. x X .,. a D: • } a• a .•Y. a. •. 4 k k .y.. ' w x :� a % a. � X • r. •. a. d k• k k i A'_315,71 }. k. k. T� '� % r X• ! a =2 e . x .s.. . . k• k• . rn % X ! M.M.K k• a h}w f $ s' k L X• is }illl,�. ,'':';,' 4,k•yTF,X'y'- ' • a -" jk.. , XL. k. Y a '.}. ',''','','','','', �,'�,'�,' ,' , } W I +.' ,' ,' ,' ,' ,' , o1. .X'; - i. -• ''' • ' ti ,'', 3 • a. TI.. $• Y. Xj %. .. • ' WW Ix.1. ;' ; v x •:all. x••. Ti�1 N '1i M a : r • .h JU I' 1 I I"I'll,x•< 7 T J �I Vig. , ' 11 • :iIi.,, '.iN \I :'::: � :KCl."l• N.x. M.y•. I L.T 00 .R % X p W 0 1, W W F_N d Oa 4': ;� o J J :3 W. O a Ia }3m -Q �rW< <r iC0 N Wy0_ A N O 9 COW I w w a I z ZZ p O m Q -r I x O CIL �i: I r. r F � Q < (;'; W O 3 50 o,N, ��a� z !¢Z(> z Wo all x WO LJ ¢ N ZmwOWZ s DITCH LINER0 RIo INSTALLATION v 1) Ground Stabiliation* Site Area Stabilization Stabilization Time Description Time Frame Frame Exceptions Perimeter dikes, • W U 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. AFTER ALL swales, ditches 7 days None and slopes Species Rate (lb/acre) MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. High Quality THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR Mountains -May 15 - Aug. 15 Water( H W Q 7 days Y None Zones POSSIBLE. GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM Coastal Plain and Piedmont -Aug. 15 _ Dec. 30 PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RESEEDING- IF A STAND HAS Soil amendments If slopes are 10'or Slopes steeper 7 days less in length and are than 3:1 agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. not steaper than 2:1 Mulch INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE 14 days are allowed COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. netting, or a mulch anchoring tool. A disk with blades set nearly 7 -day for slopes Slopes 3:1 or p 14 days greater than 50 feet flater Maintenance in length All other areas .. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY None (except for with slopes flatter 14 days perimeters and HQW than 4:1 CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. Zones *-Extensions of time may be approved by the permitting authority based on weather or other site-specific conditions that make compliance impracticable." (Section 11.13(2)(b)) BAFFLE MAINTENANCE REQUIREMENTS: INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. Seeding mixture SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE Species Rate (lb/acre) MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. Rye (grain) 120 CONSTRUCTION ENTRANCE: MAINTENANCE REQUIREMENTS: Annual les edeza Kobe in P ( MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH Piedmont and Coastal Plain, STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT Korean in Mountains) 50 AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. Omit annual lespedeza when duration of temporary cover is not to DITCH LINER: MAINTENANCE REQUIREMENTS: extend beyond June. INSPECT ALL MULCHES PERIODICALLY AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED APPLY ADDITIONAL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. IN GENERAL, ONCE A RIP RAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT Seeding dates REQUIRES VERY LITTLE MAINTENANCE. RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE Mountains -Above 2500 feet: Feb. 15 - May 15 NEEDED IN SOME LOCATIONS. DURING THE ESTABLISHMENT PERIOD CHECK GRASS - LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED PERIODICALLY Below 2500 feet: Feb. 1 - May 1 CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL Peidmont-Jan. 1 - May 1 ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN THE DESIGNED CARRYING Coastal Plain -Dec. 1 - Apr. 15 CAPACITY. KEEP THE GRASS IN A HEALTHY VIGOROUS CONDITION AT ALL TIMES SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL. P , Soil amendments DIVERSION DITCH: MAINTENANCE REQUIREMENTS: Follow recomm nOati ns of soil test or apply 2,000 Ib/acre ground INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. Mulch Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, HARDWARE CLOTH & GRAVEL INLET PROTECTION MAINTENANCE REQUIREMENTS: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO netting, ora mulch anchoring tool. A disk with blades set nearly (/ ) straight can be used as a mulch anchoring tool. PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. Maintenance LAND GRADING: MAINTENANCE REQUIREMENTS: Refertilize if growth is not fully adequate. Reseed, refertilize, and PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND SEDIMENTATION CONTROL PRACTICES ESPECIALLY AFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL mulch immediately following erosion or other damage. SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION CONTROL PLAN. Seedingmixture SEDIMENT BASIN: MAINTENANCE REQUIREMENTS: Refertilize if growth is not fully adequate. Reseed, refertilize, and INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS S ecies Rate (lb/acre) ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED German millet 40 PART OF THE GRAVEL. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF • W U 1.5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. AFTER ALL In the Piedmont and Mountains, a small -stemmed Sudangrass may SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING be substituted at a rate of 50 Ib/acres AREAS AND STABILIZE PROPERLY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. Species Rate (lb/acre) MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. Seeding dates THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR Mountains -May 15 - Aug. 15 SEEDING: MAINTENANCE REQUIREMENTS Peidmont-MayAug.1 - Au 15 RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR OR WHERE EROSION OCCURS AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS Coastal Plain -Apr. 15 - Aug. 15 9 POSSIBLE. GENERALLY A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM Coastal Plain and Piedmont -Aug. 15 _ Dec. 30 PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RESEEDING- IF A STAND HAS Soil amendments INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR Follow recommendations of soil test or apply 2,000 Ib/acre ground OVER -SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR PERMANENT SEEDING. agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. TREE PROTECTION MAINTENANCE REQUIREMENTS: agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. SILT FENCE: MAINTENANCE REQUIREMENTS: Mulch INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. netting, or a mulch anchoring tool. A disk with blades set nearly REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID straight can be used as a mulch anchoring tool. UNDERMINING THE FENCE DURING CLEAN OUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER � 73 THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. Maintenance %%.402% -t • Refertilize if growth is not fully adequate. Reseed, refertilize, and SKIMMER MAINTENANCE REQUIREMENTS: mulch immediately following erosion or other damage. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE • W U SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OF THE FIRST CELL. ^ ' � � MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE Seeding mixture BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN USUALLY JERKING ON THE Species Rate (lb/acre) ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF Rye (grain) 120 THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR •Y BARREL PIPE IS CLOGGED THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH AT PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE Seeding dates THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL Mountains -Aug. 15 - Dec. 15 g WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL Coastal Plain and Piedmont -Aug. 15 _ Dec. 30 NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. Soil amendments Follow recommendations of soil test or apply 2,000 Ib/acre ground TREE PROTECTION MAINTENANCE REQUIREMENTS: agricultural limestone and 1,000 Ib/acre 10-10-10 fertilizer. CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE STEPS AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE Mulch SITE: Apply 4,000 Ib acre straw. Anchor straw by tacking with asphalt, REMOVE TREE PROTECTION ZONE FENCES. netting, or a mulch anchorin tool. A disk with blades set near) 9 9 Y . PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES REPAIR ANY DAMAGE TO THE CROWN straight can be used as a mulch anchoring tool. TRUNK, OR ROOT SYSTEM IMMEDIATELY. � 73 •• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS. Maintenance REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA TAPER THE CUT TO PROVIDE DRAINAGE AND PAINT WITH TREE PAINT. Repair and refertilize damaged areas immediately. Topdress with 50 .. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS TO AVOID PEELING BARK FROM HEALTHY Ib/ 9 Y acre of nitrogen in March. If it is necessary to extent AREAS OF THE TREE. temporary cover beyond June 15, overseed with 50 Ib/acre Kobe CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR INSECT -INFECTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. late February or early March INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION, WHY THOSE MEASURES WERE TAKEN, AND HOW THE EFFORT CAN BE CONTINUED. .....%%111111l##$,,' 10 •,V. %%.402% -t • .. .i N _• -t i•� • I 3• �,:= ' I ' O �`',,� ,`d` • W U ^ ' � � " 6I ;_.,I • a) 4_4 U 'U _-q i� .•I t,•� rooct UNr-I U4Uc 44 zviz O O; •Y '= �-, ,�o=b)C;�' --t U N � C7-, rl t^--4 _--�_ � V En�..{ ?•� 0 *� Revision:05-05-2016 SMK 11C rA O tk .--i � 73 w L. �N..� ^ I M TTCS V1 MM W r. I^~ Q z%1 Q � w ;� O • r� r� V/ • rmm1 r� 0 • ct ♦LI/ ;=� �:) cj� r--4 O U 0 O 4-1 CA cj ,;:t ;� U O • rj >_1 CA O ;='� ct W ;:t U ;� ct cl� NOTES: 1. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA. 2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS (STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE. 3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES 5 ACRES OR LESS. 4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT CONTROL BMP. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE. �{ 2' MIN. AKE COUNTY NORTH CAROLINA EFFECTIVE: 01/31 CROSS SECTIONAL VIEW STANDARD CLEAN WATER DIVERSION PLAN VIEW FENCE Ai, BURIED B 6"X6" TRENCH, BACKFILLED AND COMPACTED SECTION VIEW AT OPENING 7A71KE POST Disturbed Area no NOTES: I. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. 2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY, WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE. 3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES. 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET. 5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERM. 6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL CROSS SECTION SUPPORT ROPE SUPPORT POST TO WIRE TO 24" INTRO BOTTOM PREVENT SAGGING OR SIDE COIR MESH OR SIMILAR, STAPLED OR TRENCHED INTO BOTTOM OR SIDE STANDARD BAFFLES DETAIL EFFECTIVE: 01/31/081 STAKE TO SUPPORT WI: FLOWS �� TO BE TND FILL CLEARED ! FL1ID ZZ NEXISTING PIPE TCN BASIN BSER/RLTER D. 7. CATCH BASIN MILL EYENiUALLY BEACH OEwm E. 0. STABILIZE ALL DISIURBED SOL EXCEPT SEDIMENT F. 10. ONCE FILL IS SMBLUED, INSPECTED ! APPROVED. FINAL GRACE BUILD FNAL RISFR/FLTER AT THIS POINT. STORAGE ZONE W/ PAVEMENT. VEGETATION. ETC. DISMANTLE FUER. PWG amn ! FML SEDIMENT L FILL ALL BUT SEDIMENT ZONE STORAGE ZONE' 11. STADIUM BARE SOL N SEDIMENT STORAGE ZONE. LTER NAL) ABOlZED SOIL �STABIIZED SONI BSER/Fl(FIr IST FILL IST FILL IST FILL PI RNAL FML 3Ro 3RD Fllt LL FILL 2ND FILL D AKENISHED CATCH BASIN COUNTY NORTH CAROLINA 77 STANDARD CATCH BASIN RISER/FILTER EFFECTIVE -701/31/081 NOTES: 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. CROSS SECTIONAL VIEW COAKII E NORTH CAROLINA STANDARD TEMPORARY DIVERSION DITCH EFFECTIVE: 01/31/081 EXISTING ROADWAY AK COUNTY EFFECTIVE: 01/31 50' MIN.NOTES CONCRETE BLOCK CATCH BASIN Y BUT SUFFICIENT TO KEEP ( ' / / EDIMENT STORAGE ZONE SEDIMENT ON SITE \\ / ENSURE CONSTRUCTION ENTRANCE IS USED. DITCH AND BURY TARP ONE (MNL 127 \ ■ SECTION THRU WEIR 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE NNW i REPRESENTING THAT THE BASIN IS HALF -FULL ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE TER ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED SEDIMENT STORAGE ZONE GALVANIZED HARDWARE CLOTH - 2"-3" STONE TO BE USED OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE (TOTAL BASIN CAPACITY) FL STORAGE ZONE 1/2" x 1/2" GRID BEFORE ENTERING THE PUBLIC ROAD. (SURGE STONE OR RAILROAD BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING 3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO PROPOSED STREET, EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, BALLAST) REDUCING TURBULENCE. FLOW I FLOW CULVERT PIPE 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR � FUTURE STORM DRAIN PIPE A SILT FENCE. GREATER. \ - CULVERT PIPE NO. 5 WASHED STONE FILTER SILT FENCE BAFFLES (TP)1.5FOOTING 0Q00o 0 0 PAD f41 � GALVANIZED HARDWARE AT LEAST 12". THE UPSTREAM 12" TMP SHALL OVERLAP THE CLEAN OUT POINT No. 5 WASHED STONE FILTER WD AGAINST HARDWARE CLOTH (1:1 MAXIMUM SLOPE) PERSPECTIVE CLOTH W/ 1/2" GRID VIEW CROSS SECTION CARP OUTLET PAPE (1/2 DEPTH SEDIMENT STORAGE ZONE) SECTION VIEW DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT USE OF CATCH BASIN RISER/FILTER ON FILL SITES STANDARD SKIMMER BASIN A. I. INSTALL CATCH BASIN PoSEA/FlLTER. B. AWT TREES, CLEAR !GRUB BY ENVIRONMENTAL ENGINEER. C. & RASE BASAL AS NEEDED, PLUGGING OD BDEY/AYS Q 2 PROYDE SEDIMENT STORAGE ZONE 4. BEgN FIRST FILL SECTION. PLAN BLOCKS W/ MORTAR AND REBLIILOW RISER TITER AT TOP or SIRSEOIENT FLUS I i co`U�NT L CONTINUE FLUNG. ' � OEgRm FINAL FiAW STANDARD TEMPORARY 2ND BBxinL TDA 5T FILL I �I i" FLOWS �� TO BE TND FILL CLEARED ! FL1ID ZZ NEXISTING PIPE TCN BASIN BSER/RLTER D. 7. CATCH BASIN MILL EYENiUALLY BEACH OEwm E. 0. STABILIZE ALL DISIURBED SOL EXCEPT SEDIMENT F. 10. ONCE FILL IS SMBLUED, INSPECTED ! APPROVED. FINAL GRACE BUILD FNAL RISFR/FLTER AT THIS POINT. STORAGE ZONE W/ PAVEMENT. VEGETATION. ETC. DISMANTLE FUER. PWG amn ! FML SEDIMENT L FILL ALL BUT SEDIMENT ZONE STORAGE ZONE' 11. STADIUM BARE SOL N SEDIMENT STORAGE ZONE. LTER NAL) ABOlZED SOIL �STABIIZED SONI BSER/Fl(FIr IST FILL IST FILL IST FILL PI RNAL FML 3Ro 3RD Fllt LL FILL 2ND FILL D AKENISHED CATCH BASIN COUNTY NORTH CAROLINA 77 STANDARD CATCH BASIN RISER/FILTER EFFECTIVE -701/31/081 NOTES: 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. 4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING. CROSS SECTIONAL VIEW COAKII E NORTH CAROLINA STANDARD TEMPORARY DIVERSION DITCH EFFECTIVE: 01/31/081 EXISTING ROADWAY AK COUNTY EFFECTIVE: 01/31 50' MIN.NOTES PLAN VIEW Y BUT SUFFICIENT TO KEEP TOP OF DAM TARP PROTECTION 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO SEDIMENT ON SITE • U 10' MI ENSURE CONSTRUCTION ENTRANCE IS USED. DITCH AND BURY TARP ONE (MNL 127 WEIR LENGTH THE TARP USED TO PROTECT THE WEIR SHALL BE THE SECTION THRU WEIR 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE NST REPRESENTING THAT THE BASIN IS HALF -FULL ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE TER ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AREAS OF CONCENTRATED FLOW. STONE FILTER OF PERMANENT RISER DURING STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED 2"-3" STONE TO BE USED OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE FILL SLOPE 26" 25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD. (SURGE STONE OR RAILROAD BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING 3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO PROPOSED STREET, EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, BALLAST) REDUCING TURBULENCE. - ilTl,l' 6" MINIMUM COVER WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR AND SIDES USING STAPLES OR BY TRENCHING AS FOR 5) 5) A SILT FENCE. GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE 0Q00o 0 0 FOR MAINTENANCE. WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN 6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, AT LEAST 12". THE UPSTREAM 12" TMP SHALL OVERLAP THE PERMANENT STORMWATER RISER SHALL ONLY DEWATER STONE AND REPLACEMENT WITH FRESH STONE. PLAN VIEW 35' MIN. 15' MIN. NEW CONSTRUCTION EXISTING ROADWAY 6" MIN. 12" MIN. FABRIC UNDER STONE CROSS SECTION STANDARD CONSTRUCTION ENTRANCE 18' MIN PLAN VIEW Y NOTES: TOP OF DAM TARP PROTECTION TARP PROECfDN REACHES AN ELEVATION REPRESENTING THAT THE • U 10' MI DITCH AND BURY TARP EDGE (MIN. 127 DITCH AND BURY TARP ONE (MNL 127 WEIR LENGTH THE TARP USED TO PROTECT THE WEIR SHALL BE THE SECTION THRU WEIR LEERCY (STD) 1' MIN FREEBOARD INLET SHALL BE PROTECTED (AS NEEDED) FROM CROSS SECTION EROSION WITH RIPRAP, TARP, MATTING OR EQUIVALENT. CONT NORTH (AROLIN_ EFFECTIVE: 01/31/08 OUTLET END: CONNECTION TO OUTLET PIPE OR RISER 7A,� NORTH CAROLINA EFFECTIVE: 01/31/08 STANDARD SKIMMER DETAIL INLET SHALL BE PROTECTED MNRIP ®L7 FROM EROSION TMP, MATTING OR EOUMALENT. coUNKY NORTH CAROLINA EFFECTIVE: 01/31/ oaR 1T PLAN VIEW Y NOTES: N 1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY TARP PROECfDN REACHES AN ELEVATION REPRESENTING THAT THE • U GRADE BASIN IS HALF-FULL2) DITCH AND BURY TARP ONE (MNL 127 GENERAL NI THE TARP USED TO PROTECT THE WEIR SHALL BE THE 1) LEERCY WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE NST REPRESENTING THAT THE BASIN IS HALF -FULL ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS FENCE FABRIC TER ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AREAS OF CONCENTRATED FLOW. STONE FILTER OF PERMANENT RISER DURING AT LEAST 12". THE UPSTREAM 12" TARP SHALL AP OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE FILL SLOPE 26" 50 MIL. HEAVY DUTY SILVER TARPAULINS CMP OUTLET PIPE OR EQUIVALENT FOR U.V. RESISTANCE. BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING 3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO PHASE OF THE PROJECT. EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, 4) REDUCING TURBULENCE. - ilTl,l' 6" MINIMUM COVER 4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM SHOULD BE READILY AVAILABLE FOR MAINTENANCE. AND SIDES USING STAPLES OR BY TRENCHING AS FOR 5) 5) A SILT FENCE. -T- 5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE 0Q00o 0 0 FOR MAINTENANCE. MTI -SEEP fK)LLA�.PAP. 6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, AT LEAST 12". THE UPSTREAM 12" TMP SHALL OVERLAP THE PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE. CROSS SECTION CARP OUTLET PAPE 7) POND SHALL NOT BE CONVERTED FOR STORMWATER DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER. 25'L - STORMWATER RISER SHALL ONLY DEWAIER FROM THE TOP OF PIPE STANDARD SKIMMER BASIN STANDARD SKIMMER DETAIL INLET SHALL BE PROTECTED MNRIP ®L7 FROM EROSION TMP, MATTING OR EOUMALENT. coUNKY NORTH CAROLINA EFFECTIVE: 01/31/ oaR 1T HOLE SPECS: DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE FIRST SEI OF HOLES WILL BE SEF 8 INCHES FROM THE BOTTOM OF THE RSER. RINGS WILL CONTINUE UP THE RISER IN INTERVAIS OF 3 INCHES. HOLES WILL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY AROUND THE RISER. THE NUMBER OF HOLES PER RING WILL EQUAL TO THE DRAINAGE AREA. EXAMPLE A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3 INCHES ON THE RISER PIPE THE FIRST RING (2 HOLES) WILL BE SET 6 INCHES FROM THE BOTTOM OF THE RISER. NOTE ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO 1' NIL FREEBOARD T� OF BERM 1B' MN E OGE1E 4CY MINIMUM 10 GAUGE LINE WIRES TOP OF CAN TARP PROECfDN BAFFLES SPILLWAY ELEMYnoN • U GRADE I-1 --11 II I I IT_I-1T_I-111-1T_I-1TI-TTI-IT�IT�IT_I IT_I-1T_I I I1-1T_I-1T_I-1TI-TTI-IT�IT_I- I-1T_I IT_I-1T_I-_ _- -_ - IIIIII�III 111 - DITCH AND BURY TARP ONE (MNL 127 GENERAL NI 11Y MN 1) SECTION �H1 RU WEIR NOTE BLOCK HOLE SPECS: DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS. THE FIRST SEI OF HOLES WILL BE SEF 8 INCHES FROM THE BOTTOM OF THE RSER. RINGS WILL CONTINUE UP THE RISER IN INTERVAIS OF 3 INCHES. HOLES WILL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY AROUND THE RISER. THE NUMBER OF HOLES PER RING WILL EQUAL TO THE DRAINAGE AREA. EXAMPLE A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3 INCHES ON THE RISER PIPE THE FIRST RING (2 HOLES) WILL BE SET 6 INCHES FROM THE BOTTOM OF THE RISER. NOTE ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO 1' NIL FREEBOARD T� OF BERM I DETERMINE NUMBER OF HOLES. E OGE1E 4CY MINIMUM 10 GAUGE LINE WIRES INSTALLED TO SECOND MINIMUM 12-1/2 GAUGE FLOW BAFFLES SPILLWAY ELEMYnoN • U GRADE I-1 --11 II I I IT_I-1T_I-111-1T_I-1TI-TTI-IT�IT�IT_I IT_I-1T_I I I1-1T_I-1T_I-1TI-TTI-IT�IT_I- I-1T_I IT_I-1T_I-_ _- -_ - IIIIII�III 111 - CAP TOP OF TRASH / I \ GENERAL NI e' PVC PIPE 1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION NOTE BLOCK NST REPRESENTING THAT THE BASIN IS HALF -FULL /5 WASHED DEWATER HOLES FENCE FABRIC 2) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE AREAS OF CONCENTRATED FLOW. STONE FILTER OF PERMANENT RISER DURING 0 00 000 o p0 3'-0" o FLOW ACROSS THE BASIN, REDUCING TURBULENCE. FILL SLOPE 26" 70 TOP OF HOLM CONSTRUCTION i 3) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING SILT FENCE. PHASE OF THE PROJECT. OO O O O Oo 4) STAPLES OR BY TRENCHING AS FOR A SILT FENCE MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS - ilTl,l' 6" MINIMUM COVER SHOULD BE READILY AVAILABLE FOR MAINTENANCE. °° O° 0 00 O D O O 5) 5) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. -T- 00 pO O o 0 0 0 0 0 °000 O 0 a 0 THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF DEVICE 0Q00o 0 0 MULTIPLE TARPS ME TO BE USED, THEN TARPS SHALL BE OVERLAPPED MTI -SEEP fK)LLA�.PAP. AT LEAST 12". THE UPSTREAM 12" TMP SHALL OVERLAP THE NOTE 1 FOR HOLE SPECS DOWNSTREAM TMP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE. CROSS SECTION CARP OUTLET PAPE 6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT 25'L - STORMWATER RISER SHALL ONLY DEWAIER FROM THE TOP OF PIPE 7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED STREAM CHANNEL BY ENVIRONMENTAL ENGINEER. STANDARD CUSTOM BASIN ATTACHED TO PERMANENT RISER L AK COUNTY NORTH C AROLINA EFFECTIVE: 01 /3 NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. SECTION'A-A' FABRIC STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL TOP OF SILT FENCE MUST BE AT LEAST V ABOVE THE TOP OF THE WASHED STONE. STEEL FENCE POST WIRE FABRIC - HARDWARE CLOTH, FlLTER OF /57 WASHED STONE AS BURY WIRE FENCE AND HARDWARE CO 1TY NORTH CAROLINA EFFECTIVE: 01 /31/081 FRONT VIEW SECTION VIEW 18"MIN 3' FILTER FABRIC ON GROUND \BURY V UPPER EDGE OF FILTER FABRIC APRON IN TRENCH FENCE II BURY WIRE FENCE, u FILTER FABRIC, AND HARDWARE STEEL FENCE POST CLOTH IN TRENCH. SET MAX Y APART MIN 18" INTO SOLA GROUND NOTES: 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. STANDARD SILT FENCE OUTLET CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) Few \ RIP RAP HEADWALL \\ PIP #5 WASHED HE STONE. l'-0" THICK x 3'-0" HIGH MINIMUM - STORAGE lllllllllll '% / // STORAGE PERSPECTIVE VIEW NO SCALE AREAS TO BE DISTURBED SEDIMENT STORAGE (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL C I PIPE NATURAL GROUND FzOw INVERT 1.5' 3 FLOW 1.5' - II CLASS 1 RIP -RAP MAXIMUM SEDIMENT DEPTH #5 WASHED STONE (CLEAN OUT POINT) SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE AKE NO SCALE coUNTY ORT"`AR°LIN" STANDARD HORSESHOE INLET PROTECTION EFFECTIVE: 01/31/08 3 TIMES I.D. J AK COUNT NORTH CAROLIN- EFFECTIVE: 01/31 YLA1N V lb W NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. I- 1 1 111-1-11 =�=1 1=i11. �I„lig III-III-III=III' FILTER FABRIC SECTION 'A -A' STANDARD PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL TOP ELEVATION OF STORMWATER #5 WASHED STONE - EXISTING SLOPE RAP FRONT VIEW NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD BE MAINTAINED THROUGH THE DAM. AK COUNT "ORTH `AR°LIN` STANDARD CHECK DAM EFFECTIVE: 01/31/081 1/2 DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER FILTER FABRIC - ,F #1 RIP -RAP - VARIES SIDE VIEW CONSTRUCTION NOTES: HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. EXISTING GROUND STEP SEQUENCE COARSE AGGREGATE EARTH FILL COVERED BY 6" DEEP LARGE ANGULAR ROCK CAPACITY OF PIPE CULVERTS 8'-0" MAXIMUM - SILT FENCE FABRIC MINIMUM 10 GAUGE LINE WIRES INSTALLED TO SECOND MINIMUM 12-1/2 GAUGE FLOW WIRE FROM TOP INTERMEDIATE WIRES • U GRADE I-1 --11 II I I IT_I-1T_I-111-1T_I-1TI-TTI-IT�IT�IT_I IT_I-1T_I I I1-1T_I-1T_I-1TI-TTI-IT�IT_I- I-1T_I IT_I-1T_I-_ _- -_ - IIIIII�III 111 - li 1 1111 1111 !' �II III FRONT VIEW ;111 4-4 •� EARTH FILL COVERED BY STEEL POST NST WOVEN WIRE FABRIC 1. USE SILT FENCE ONLY WHEN DRAINAGE AREASILT FENCE FABRIC DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW. O O 0 00 000 o p0 3'-0" o 2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO FILL SLOPE 26" PROVIDE STORAGE VOLUME FOR THE NEXT i RAIN AND TO REMOVE PRESSURE ON THE SILT FENCE. N OO O O O Oo M1 GRADE 00 00 0 0 D o° - ilTl,l' 6" MINIMUM COVER all. OVER SKIRT 2'-0" - °° O° 0 00 O D O O °rl ANCHOR SKIRT AS DIRECTED 11 11 BY ENGINEER I I m=m 00 pO O o 0 0 0 0 0 °000 O 0 a 0 SIDE VIEW LEFF 0Q00o 0 0 O 000 000° O O 0 00 00oO 00 00000000 STANDARD TEMPORARY SILT FENCE 31 /08 00 00 00 TOP OF SILT FENCE MUST BE AT LEAST V ABOVE THE TOP OF THE WASHED STONE. STEEL FENCE POST WIRE FABRIC - HARDWARE CLOTH, FlLTER OF /57 WASHED STONE AS BURY WIRE FENCE AND HARDWARE CO 1TY NORTH CAROLINA EFFECTIVE: 01 /31/081 FRONT VIEW SECTION VIEW 18"MIN 3' FILTER FABRIC ON GROUND \BURY V UPPER EDGE OF FILTER FABRIC APRON IN TRENCH FENCE II BURY WIRE FENCE, u FILTER FABRIC, AND HARDWARE STEEL FENCE POST CLOTH IN TRENCH. SET MAX Y APART MIN 18" INTO SOLA GROUND NOTES: 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. STANDARD SILT FENCE OUTLET CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW) Few \ RIP RAP HEADWALL \\ PIP #5 WASHED HE STONE. l'-0" THICK x 3'-0" HIGH MINIMUM - STORAGE lllllllllll '% / // STORAGE PERSPECTIVE VIEW NO SCALE AREAS TO BE DISTURBED SEDIMENT STORAGE (CUT, FILL, ETC.) FLOOD STORAGE ZONE RIP RAP HEADWALL C I PIPE NATURAL GROUND FzOw INVERT 1.5' 3 FLOW 1.5' - II CLASS 1 RIP -RAP MAXIMUM SEDIMENT DEPTH #5 WASHED STONE (CLEAN OUT POINT) SECTION THRU CATCH BASIN. FILTER AND CULVERT PIPE AKE NO SCALE coUNTY ORT"`AR°LIN" STANDARD HORSESHOE INLET PROTECTION EFFECTIVE: 01/31/08 3 TIMES I.D. J AK COUNT NORTH CAROLIN- EFFECTIVE: 01/31 YLA1N V lb W NOTES: 1. L = THE LENGTH OF THE RIPRAP APRON. 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6" (INCHES). 3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. I- 1 1 111-1-11 =�=1 1=i11. �I„lig III-III-III=III' FILTER FABRIC SECTION 'A -A' STANDARD PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL TOP ELEVATION OF STORMWATER #5 WASHED STONE - EXISTING SLOPE RAP FRONT VIEW NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD BE MAINTAINED THROUGH THE DAM. AK COUNT "ORTH `AR°LIN` STANDARD CHECK DAM EFFECTIVE: 01/31/081 1/2 DIAMETER OF PIPE OR 12" WHICHEVER IS GREATER FILTER FABRIC - ,F #1 RIP -RAP - VARIES SIDE VIEW CONSTRUCTION NOTES: HEIGHT & WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. KEY RIP RAP INTO THE DAM FOR STABILIZATION. EXISTING GROUND STEP SEQUENCE COARSE AGGREGATE EARTH FILL COVERED BY 6" DEEP LARGE ANGULAR ROCK CAPACITY OF PIPE CULVERTS -I i I -I I I I I- IT I I -III- ' TOGETHER = BANK FULL FLOW FLOW • U ELEVATION 4-4 •� EARTH FILL COVERED BY t� o ^� • LARGE ANGULAR ROCK COARSE AGGREGATE O O 0 00 000 o p0 DO $ °� O° 00 O O O o° O 0$ 00 0 0 1� 0°0 000 dO °000 Op 000 o Ooa 0 00 o°°O 00 00 00 0 O 00� o O°0 � oo O° O 00 00 O OO O O O Oo 00 00 0 0 D o° 00 0 000 000Q0 �00 00 O O 00 0 0 00 0 o° o O o °° O° 0 00 O D O O 0 0 00 ° 0 o O o 0 000 O O O 00 pO O o 0 0 0 0 0 °000 O 0 a 0 00 0 0 0 00 0 0 ° 00 0 0 0Q00o 0 0 O 000 000° O O 0 00 00oO 00 00000000 00°00°000000 O°0 o0f O0 0;10 00 00 00 lv °.x�0" Po o^� 0 00 0 0 0 0 00 0 0 o° 0 � �°o 25'L - STREAM CHANNEL ct Q MINIMUM TOP OF BANK Q MINIMUM TOP OF BANK PLAN co`U�NT "oRTHCTRDII" STANDARD TEMPORARY STREAM CROSSING EFFECTIVE: Ol /31 /08 %%% 0I o i3= • U 4-4 •� U o •�N � N LC3 U O1 U t� o ^� • •� d1 o � GQ c u O O Revision:05-05-2016 SMK CA � 73 N La N w 1"' f al M lv ct Q V1 Q w O c U O �T SII L O c V . I I IT I � 15 20 50' RW 35 6' 5' SLOPE AS REQUIRED -1" FT.*S0"I'S SECTION A -A "TERRAIN MAX. SLOPE LEVEL 2:1 ROLLING 2:1 HILLY 1-1/2:1 CUL-DE-SAC n CONDITION NO C GUTTER o w o_ 0 J Cf) N X M N N tl� z cz a > .a a EW.,a� x U � m U a � N LL N N F R m S a T U 1 ! ` ao L 0 s TYPICAL ROAD CROSS SECTION ..� 1111111 �•.��•.•• ' :: '.111111 ...111- 111 =1111= a �w� f611=1111= <Qo III=11�I. =0 1111=III 1111= Quo _ 3�U �II-1111 0= 1111= ,wo I=1111 1111= =1111 } —1111= �P (III=III > III=Illi " IIIIII�II 1111=' 11111111 `er �1 lllllll �0e1= =1111 —1111- 1111— `` 1111= =1111 1111 llllllll 11 111111 I (III- PERMANENT DITCH CROSS SECTIONAL VIEW 3 2"/ FT. "/ FT. FACE OF CURB 13.6% 7/4"/ FT. 1 /2 / 2/ FT. FT -3"1 FT. EXIST. OR PROPOSED PAVEMENT 3'-0" 3'-0" 5'-0" S-0" A. CURB & GUTTER SECTION VAR. 6'-0" 8'-0" Elf � N 0 0 W D a 0 Q� o =Q g w Y W o� Z Q � ch a +2"/ FT. 0 zm 1/4"/ FT o Q= ww m� J � � -1 / FT. -2 1/4"/ FT. Q W SEE ,0 cn # 838.45 00 wm ElfQ o a J zo O om J a Z n O < w d: O z m 3 Dvo U) N 3 � = C, O �z QLLJ� CD U U W Zm OF MATERIAL FOR ENDWALL 0 w� N O Iz N N 0 z z wCD O o a STEEL X00 3 PIPES ~wz J Y BAR SIZE LENGTH DO a- u� I WEIGHT NO. BAFFLE o w o_ 0 J Cf) N X M N N tl� z cz a > .a a EW.,a� x U � m U a � N LL N N F R m S a T U 1 ! ` ao L 0 s TYPICAL ROAD CROSS SECTION ..� 1111111 �•.��•.•• ' :: '.111111 ...111- 111 =1111= a �w� f611=1111= <Qo III=11�I. =0 1111=III 1111= Quo _ 3�U �II-1111 0= 1111= ,wo I=1111 1111= =1111 } —1111= �P (III=III > III=Illi " IIIIII�II 1111=' 11111111 `er �1 lllllll �0e1= =1111 —1111- 1111— `` 1111= =1111 1111 llllllll 11 111111 I (III- PERMANENT DITCH CROSS SECTIONAL VIEW 3 2"/ FT. "/ FT. FACE OF CURB 13.6% 7/4"/ FT. 1 /2 / 2/ FT. FT -3"1 FT. EXIST. OR PROPOSED PAVEMENT 3'-0" 3'-0" 5'-0" S-0" A. CURB & GUTTER SECTION VAR. 6'-0" 8'-0" 5'-0" PAVEMENT SHOULDER 2'-6" SECTION Hp~CCDU e -, WIDTH MOTH 7 H„ Lu LL L� C7 +3"/ FT. r H CnHLLOJ - BB V3 #4 31 1111 2 5 2 5 +2"/ FT. #4 3'-11" 6 16 6 16 1/4"/ FT -1/4"/ FT. -1 / FT. -2 1/4"/ FT. O SEE _3-1 FT. # 838.45 5'-0" B. SHOULDER SECTION v v m f-1 � H' Z 7JU00 r0 -n m =� =-nDym y = U) O 0 Z"-Or�1 O=0mz D D D (n I --I O Z ■ n v m O " � Z z r -n M RO -�m�, H Z m O 0 Z CA D �m>* � H m m Z Z O �v„ O 0r C/)r m 838.22 v v "' H � H' Z � cn 0 cm r O - U) mz =� =-nDDm Z = U)Q O zI�-vr n nDD :< � - (n " O Z SHEET 20F 2 838.22 1 10�6» TWO PIPES 8'-1" I I - THREE PIPES ll' -11"I I I I I I I I I I 9„ 3'-10" 1 TWO PIPES THREE PIPES T4 6A1,44" I r— T2 OR T3 TOP & BOTTOM T5 @ 6" TOP & BOTTOM 6 SPA. @ 9" "Z" BARS IN TOP OF FOOTING Z1 Z2 WZ3 5» 5 SPA. @ 9" 2-N2, 2-N3, 2-N4 2 -412 PLAN 16'-2" TWO PIPES 23'-10" THREE PIPES a 2-V1 @ 1'-4" N 2-G2 OR G3 B STR. FACE T 2-N1 @ 8" FILL FACE ±I 2-B1 1-V1 STR. FACE 2-B2 I Q• I�• 4�01 4� I 3" 0 DRAINS I » b I I FLOWBOVE LINE I fol CONST. JT.AL11 L 2-B3 2-B1 2 SPA. @ 1'-9" STR. 4-N1 @ 8" FILL FACE FACE 2 -H1,1 -H2 B___I 3 SPA. @ 1'-2" FILL H2 ELEVATION FACE 3 -Hl, 1-H2 7 r z z z z Z1 3'-5" 312 r- - Z2 3'-0" f7 A. CO I0 Z3 2'-711 `° LO 4 In 6» [—HK. H1 4`-11" H2 2`-11" 1'-1'=�I— n H 11 BARS rr N 11 BARS rr Z rr BARS "H", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT. 31,42„ H1 4-111, H2 2'-11" TWO PIPES 8'-1" 1 1'-101 THREE PIPES 11'-11"I I 11916„ nliI I 4 9" .n 10" 2-„G„ 2"- r 2" M z—II I FILL FACE r@Nl @ 8” WING WALL PIPE NOT CID Tq SHOWN V1 @ 1'-4„ 81' @ WING WALL r�a io I—(O 6 -11T » I I I�I a', I I LLT5 @ 6" 211 FILL FACE „N„@ 9i nZrr� 10” O U) 3'-0" T5 -211 2'-6" SECTION Hp~CCDU e -, »V"@ 1'-6" Z 00u)= 7 H„ Lu LL L� C7 LLJ J � 0 = 0 LL r H CnHLLOJ - BB V3 #4 31 1111 2 5 2 5 0pUQ #4 3'-11" 6 16 6 16 Z2 #4 3'-6" 4 9 4 9 Z3 #4 3'-1" 4 1 8 4 8 N N a- H L r LIJ 0 N N --- Z2 #4 3 -6 4 9 4 9 LL T4 „Z„ I Z3 1 #4 3'-1" 4 8 4 1 8 WING ELEVATION T2 OR T3 TOP & BOTTOM T5 @ 6" TOP & BOTTOM 6 SPA. @ 9" "Z" BARS IN TOP OF FOOTING / _ Z1 Z2 31-1011 I TWO m PIPES 5" i* I 7'-8" THREE I/ (PIPES T4 Z3 ------I-5 SPA. @ 9" 2-N2, 2-N3, 2-N4 2`-412" PLAN 16'-2" TWO PIPES 23'-10" THREE PIPES a 2-V1 @ 1'-4" N 2-G2 OR G3 STR. FACE 2-N1 @ 8" FILL FACE B2-13TA 1 I 1-V1 STR. FACE I I 2-B2 gNk I I I� 4j�` 10) / 3" 0 DRAINS 6" ABOVE IT I I 1 FLOW LINE �j — 6"I CONST. JT. I 2-B3 2-131 4-N1 @ 8 FILL FACE I REINF. STEEL LBS. 525 CON./R.C. CU. YDS 6.9 700 SHEET 1 OF 2 8.8 838.22 2-„G” 10� Z II 101 O U 421' r 2 21IA�r-2/ Q Q cmn—�� FILL FACE VFILL FACE HZ-1 „CD U N1 @ 8” "V"@ 1'-6" LL- J d 1""1 Z SEE N»@ 9" O O O = C? DETAIL @WING WALL _ Z LL 1' g" PIPENOT _ Z T4 ~ U O O rr n I Q V1 WING 8IL a� CAH O W @ WING WALL co 12" T 0 CO cr N--�1'-6" Ta N Z II H 6- "T" I I _ N g" T5 @ 61, 'D 811 L r W 0 3'-011 r 0 SECTION - BB SECTION - AA SEE STD. # 838.45 FOR GENERAL NOTES. BILL OF MATERIAL FOR ENDWALL W REINF. STEEL 2 PIPES 3 PIPES J Y 4„ BAR SIZE LENGTH NO. WEIGHT NO. WEIGHT J U) r B1 #4 5'-6" 8 29 12 44 a 0 B2 #4 4'-6" 4 12 4 12 O r7 C/3B3 #4 61-011 4 16 8 32 JL 0 N Z + y , PIPE NOT G1 #7 8'-2" - - - - 0e W ' 11.1 ¢ LU SHOWN G2 #7 15'-10 2 65 - - Z LU ., G3 #7 231- 6" 2 96 1--I d ~ SLOPE a H1 #4 5'-6" 10 37 10 37 1Q I.. d H2 #4 3'-6" 4 9 4 9 = W 0 � _ N 1 #4 7' -1 1 " 8 42 12 63 0 V � N2 #4 6'-7"4 18 4 18 Q Z TAPER DETAIL N3 #4 5'-8" 4 15 4 15 o O LU N4 #4 4'-9" 4 13 4 13 Q V IL T1 #4 11-10" 5 SPA. @9" FILL T2 #4 19'-6" 6 78 - - W �— B 2 SPA. @ 1'-9" STR. FACE 2-N1, 2-N3, 2-N4 T3 #4 27'-2" - - 6 109 = V ELEVATION FACE 2 -Hl, 1-H2 T4 #4 5'-3" 6 1 21 6 21 H z z z z Ico r, 00 1, -1 L -d F� 3 SPA. @ 1'-2" FILL H2 FACE 3-H1, 1-H2 Z1 3'-5" Z2 3'-0" Z3 2 -7 » 6 HK. V2 N2 I 3'-0" T5 #4 2'-6" SECTION 107 - AA 160 J O W O U. Z � W 1=Z1 LLJ J � 0 = 0 LL SECTION - BB V3 #4 31 1111 2 5 2 5 V4 #4 3'-1" 2 4 2 4 #4 3'-11" 6 16 6 16 Z2 #4 3'-6" 4 9 4 9 Z3 #4 3'-1" 4 1 8 4 8 c�3 O SEE STD. # 838.45 FOR GENERAL NOTES. Revision:05-05-2016 SMK 0 � > 3 75 BILL OF MATERIAL FOR ENDWALL W REINF. STEEL 2 PIPES 3 PIPES J Y BAR SIZE LENGTH NO. WEIGHT NO. WEIGHT Q J r4Z B1 #4 5'-6" 8 29 12 44 a 0 B2 #4 4'-6" 4 12 4 12 0�', O O B3 #4 6' - 0" 4 16 8 32 LL 0 G1 #7 8'-2" - - - - O Z ' G2 #7 15' -10" 2 65 - - Z W LU G3 #7 23'-6" - - 2 96 W (L H1 #4 5'-6" 10 37 10 37 d H2 #4 3'-6" 4 9 4 9 cr- O W N1 #4 7'-11" 8 42 12 63 0 v N2 #4 6'-7" 4 18 4 18 Q Z N3 #4 5p-811 4 15 4 15 0 0LUJ 5 SPA. @9" FILL N4 #4 4'-9" 4 13 4 13 Q FACE 2-N1, 2-N3, 2-N4 T1 #4 11'-10" - - - - H ~ T2 #4 19'-6" 6 78 - - W H I » T3 #4 27'-2" - - 6 109 = V 2 Ca FILLSPA. FACEI 6 T4 #4 5'-3" 6 21 6 21 H cc /-V2 N2 1-Y2, 1-V3, 1-V4 T5 #4 2'-6" 64 107 96 160 J O LV V1 #4 5'-9" 4 15 6 23 CD LL J m N4 V2 #4 4' 10" 2 6 2 6 LU 0 o V3 #4 3' -11 " 2 5 2 5 V4 W H1 V4 #4 3'-1" 2 4 2 4 � Z1 #4 3'-11" 6 16 6 16 = , it O N N --- Z2 #4 3 -6 4 9 4 9 LL T4 „Z„ I Z3 1 #4 3'-1" 4 8 4 1 8 WING ELEVATION T2 OR T3 TOP & BOTTOM T5 @ 6" TOP & BOTTOM 6 SPA. @ 9" "Z" BARS IN TOP OF FOOTING / _ Z1 Z2 31-1011 I TWO m PIPES 5" i* I 7'-8" THREE I/ (PIPES T4 Z3 ------I-5 SPA. @ 9" 2-N2, 2-N3, 2-N4 2`-412" PLAN 16'-2" TWO PIPES 23'-10" THREE PIPES a 2-V1 @ 1'-4" N 2-G2 OR G3 STR. FACE 2-N1 @ 8" FILL FACE B2-13TA 1 I 1-V1 STR. FACE I I 2-B2 gNk I I I� 4j�` 10) / 3" 0 DRAINS 6" ABOVE IT I I 1 FLOW LINE �j — 6"I CONST. JT. I 2-B3 2-131 4-N1 @ 8 FILL FACE I REINF. STEEL LBS. 525 CON./R.C. CU. YDS 6.9 700 SHEET 1 OF 2 8.8 838.22 2-„G” 10� Z II 101 O U 421' r 2 21IA�r-2/ Q Q cmn—�� FILL FACE VFILL FACE HZ-1 „CD U N1 @ 8” "V"@ 1'-6" LL- J d 1""1 Z SEE N»@ 9" O O O = C? DETAIL @WING WALL _ Z LL 1' g" PIPENOT _ Z T4 ~ U O O rr n I Q V1 WING 8IL a� CAH O W @ WING WALL co 12" T 0 CO cr N--�1'-6" Ta N Z II H 6- "T" I I _ N g" T5 @ 61, 'D 811 L r W 0 3'-011 r 0 SECTION - BB SECTION - AA SEE STD. # 838.45 FOR GENERAL NOTES. BILL OF MATERIAL FOR ENDWALL W REINF. STEEL 2 PIPES 3 PIPES J Y 4„ BAR SIZE LENGTH NO. WEIGHT NO. WEIGHT J U) r B1 #4 5'-6" 8 29 12 44 a 0 B2 #4 4'-6" 4 12 4 12 O r7 C/3B3 #4 61-011 4 16 8 32 JL 0 N Z + y , PIPE NOT G1 #7 8'-2" - - - - 0e W ' 11.1 ¢ LU SHOWN G2 #7 15'-10 2 65 - - Z LU ., G3 #7 231- 6" 2 96 1--I d ~ SLOPE a H1 #4 5'-6" 10 37 10 37 1Q I.. d H2 #4 3'-6" 4 9 4 9 = W 0 � _ N 1 #4 7' -1 1 " 8 42 12 63 0 V � N2 #4 6'-7"4 18 4 18 Q Z TAPER DETAIL N3 #4 5'-8" 4 15 4 15 o O LU N4 #4 4'-9" 4 13 4 13 Q V IL T1 #4 11-10" 5 SPA. @9" FILL T2 #4 19'-6" 6 78 - - W �— B 2 SPA. @ 1'-9" STR. FACE 2-N1, 2-N3, 2-N4 T3 #4 27'-2" - - 6 109 = V ELEVATION FACE 2 -Hl, 1-H2 T4 #4 5'-3" 6 1 21 6 21 H z z z z Ico r, 00 1, -1 L -d F� 3 SPA. @ 1'-2" FILL H2 FACE 3-H1, 1-H2 Z1 3'-5" Z2 3'-0" Z3 2 -7 » 6 HK. V2 N2 I 2 SPA. @ 1'-6" FILL FACE 1-Y2, 1-V3, 1-V4 N4 V4 H1 T5 #4 2'-6" 64 107 96 160 J O W O U. Z � W 1=Z1 LLJ J � 0 = 0 LL V1 #4 5'-9" 4 15 6 23 V2 #4 4-10 " 2 6 2 6 V3 #4 31 1111 2 5 2 5 V4 #4 3'-1" 2 4 2 4 #4 3'-11" 6 16 6 16 Z2 #4 3'-6" 4 9 4 9 Z3 #4 3'-1" 4 1 8 4 8 "Z" BARS N N T4 "H", "N", & "Z" BAR DIMENSIONS ARE OT TO OUT. WING ELEVATION REINF. STEEL LBS. 525 CON./C.S. CU. YDS 7.3 700 SHEET 2 OF 2 9.4 838.22 ........ ' • % . 6= ^,� - yo �3= (III 11 ' U W • � N r-- ct 1r`T.CA c�3 O Revision:05-05-2016 SMK 0 � > 3 75 cj � V Q CA Q r4Z O ctV � V1 V ct V J J CARRIER PIPE AND CASING PIPE SIZES (MIN.) CARRIER PIPE NOM. DIA. (DI)2 4 6 8 10 12 14 16 20 24 CASING PIPE NOM. DIA. ( ) 6 14 16 18 22 24 30 30 36 48 v .250 0.250 0.250 0.250 0.250 0.250 0.312 0.312 0.375 0.500 WALL THICKNESS (IN.) RAI .W 0.250 0.250 0.312 0.375 0.375 0.500 0.500 C.56 -3_M2]5 o� y'� . O .ZJ v Cn N ' rDmo EARLY WARNING � METER BOX m DETECTOR STRIP FINISHED GRADE SEE SPECIFICATIONS Ooh / m N Z > o O? ➢�O W � - N AOZ � x r v 11111 v I 1 z LOCKABLE Z REVSWR MTE SERVICE CONNECTION � A m m D N 36" MIN. N III I�r,� �z y rTl 11 RESTRAINED 6" MIN. SEE NOTE 3 COVER STAINLESS STEEL o o o z m n DUCTILE IRON CNO z N CASING SPACERS W/ v v 1. WHEN CONSTRUCTION IS WITHIN NCDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE ENCROACHMENT AGREEMENT SHALL BE MET o Cn v= m { MECHANICAL JOINT PIPE REQ'D. -VENT HOLE � �� SS FASTENERS / !!!��X / ° -mi n - m Q cz7 CONCRETE BLOCK OR w X000 �00000 \\, 00000000\ 5" HEAVY WEIGHT BRICK AND MORTAR = 1/4" TEFLON PAD REQ'D. RODDED > 0 2" THREADED SQUARE o 0 > O WALL FILLING AT BOTH KL� ao CAST IRON SOIL PIPE FOR EXTENSIONS mrm ENDS 12" MIN. o� TO BLOCKING m ro N Cn W THICKNESS C n OD o (P � REDUCING CAP ELEVATION THRUST BLOCKING PREMOLDED PLASTIC i SEE NOTE 3 STAINLESS STEEL V #12 THHN N STEEL CASING PIPE c CASING SPACERS W/ O P o O A Cn O SS FASTENERS m cmi� 48" RESTRAINED EDEDWITH P UG Z O DUCTILE IRON O �? c0 Cb O c C, M MECHANICAL JOINT A U W a N m O z m PIPE REQ'D. NUMBER OF LEGS AS n nr z RECOMMENDED BY A c m o MANUFACTURER. 36" MIN o m vN{ 2" NIPPLE v N m N m Cn eD o oo N m 3 Z O o z Z m SECTION E. cin m s N fT CARRIER PIPE AND CASING PIPE SIZES (MIN.) CARRIER PIPE NOM. DIA. (DI)2 4 6 8 10 12 14 16 20 24 CASING PIPE NOM. DIA. ( ) 6 14 16 18 22 24 30 30 36 48 WALL THICKNESS (IN.) NC .250 0.250 0.250 0.250 0.250 0.250 0.312 0.312 0.375 0.500 WALL THICKNESS (IN.) RAI .W 0.250 0.250 0.312 0.375 0.375 0.500 0.500 C.56 -3_M2]5 v 0 A p 'D n m � 4' MIN x v m 4 MIN 8' MIN. m m v m mn o � Im PAV ENT CROSSING J 4' MIN 8' MIN. 2 v v m m • Dp � m v ? CC3 2. STAINLESS STEEL CASING SPACERS ARE REQUIRED AS SHOWN. m Dv s A 3. WHERE PRACTICAL, CASING SHALL EXTEND A MIN. OF 8' BEYOND EDGE OF PAVEMENT OR o m n no LONGER AS REQUIRED BY LOCAL PERMITTING AGENCIES. v rzn v 4. A MINIMUM OF 3 CASING SPACERS PER 20 LINEAR FEET OF INSTALLED CARRIER PIPE N m SHALL BE PROVIDED. r_ DRMxRc Ro.1 AQUA l DMx�xc Ro. RENSgN mm BORE & JACK DETAIL CASING AA 2 RENSpN D,,x PAVEMENT CROSSING 12/2011 12/2011 Aqua North Carolina, Inc. N A N ? W N D m m m on�F^NN y Z O O m A 0 n o � prri A z � m � � o z oz � O O m � m m � O z z o p o 0 i m Z DWW W. 6 A m m D Cb O m O N\ N o� y'� . o Cn N ' rDmo EARLY WARNING � METER BOX m v DETECTOR STRIP v 0 A p 'D n m � 4' MIN x v m 4 MIN 8' MIN. m m v m mn o � Im PAV ENT CROSSING J 4' MIN 8' MIN. 2 v v m m • Dp � m v ? CC3 2. STAINLESS STEEL CASING SPACERS ARE REQUIRED AS SHOWN. m Dv s A 3. WHERE PRACTICAL, CASING SHALL EXTEND A MIN. OF 8' BEYOND EDGE OF PAVEMENT OR o m n no LONGER AS REQUIRED BY LOCAL PERMITTING AGENCIES. v rzn v 4. A MINIMUM OF 3 CASING SPACERS PER 20 LINEAR FEET OF INSTALLED CARRIER PIPE N m SHALL BE PROVIDED. r_ DRMxRc Ro.1 AQUA l DMx�xc Ro. RENSgN mm BORE & JACK DETAIL CASING AA 2 RENSpN D,,x PAVEMENT CROSSING 12/2011 12/2011 Aqua North Carolina, Inc. N A N ? W N D m m m on�F^NN y Z O O m A 0 n o � prri A z � m � � o z oz � O O m � m m � O z z o p o 0 i m Z DWW W. 6 C M � D Cb O m N N o� y'� ti H DUAL BACKFLOW PREVENTION Cn N ' rDmo EARLY WARNING � METER BOX m v DETECTOR STRIP m SEE SPECIFICATIONS Ooh / m N Z > o O? ➢�O W � - N AOZ � x r v 11111 v I 1 z LOCKABLE F� REVSWR MTE SERVICE CONNECTION � A m m D N 12/2011 N III I�r,� �z y oz 11 000 j UUUUU U o rn o o NOTES: m n C Z7 O mm CNO z N m v v 1. WHEN CONSTRUCTION IS WITHIN NCDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE ENCROACHMENT AGREEMENT SHALL BE MET N = Cn v= m { v 0 A p 'D n m � 4' MIN x v m 4 MIN 8' MIN. m m v m mn o � Im PAV ENT CROSSING J 4' MIN 8' MIN. 2 v v m m • Dp � m v ? CC3 2. STAINLESS STEEL CASING SPACERS ARE REQUIRED AS SHOWN. m Dv s A 3. WHERE PRACTICAL, CASING SHALL EXTEND A MIN. OF 8' BEYOND EDGE OF PAVEMENT OR o m n no LONGER AS REQUIRED BY LOCAL PERMITTING AGENCIES. v rzn v 4. A MINIMUM OF 3 CASING SPACERS PER 20 LINEAR FEET OF INSTALLED CARRIER PIPE N m SHALL BE PROVIDED. r_ DRMxRc Ro.1 AQUA l DMx�xc Ro. RENSgN mm BORE & JACK DETAIL CASING AA 2 RENSpN D,,x PAVEMENT CROSSING 12/2011 12/2011 Aqua North Carolina, Inc. N A N ? W N D m m m on�F^NN y Z O O m A 0 n o � prri A z � m � � o z oz � O O m � m m � O z z o p o 0 i A O DWW W. 6 (n D Cb Cn RESTRAINED JOINT DETAIL N 12/2011 CORPORATION STOPS c DUAL BACKFLOW PREVENTION Cn N ' O EARLY WARNING � METER BOX m v DETECTOR STRIP rm•t SEE SPECIFICATIONS O / v ROADWAY > o O? ➢�O W � - N AOZ � x r v 11111 v I 1 z LOCKABLE F� REVSWR MTE SERVICE CONNECTION � A m m D N 12/2011 N III I�r,� a North Carolina, Inc. VALVE O 11 000 j UUUUU U o rn o o I� D GRADE COD CNO tb OT r m N W Cn O p Z / !!!��X / ° t � m Q cz7 w X000 �00000 \\, 00000000\ 5" HEAVY WEIGHT = RODDED > 0 2" THREADED SQUARE o 0 > O 0 0 0 � 0 0 0 0 /\�\ �_ ao CAST IRON SOIL PIPE FOR EXTENSIONS mrm o� TO BLOCKING Cb ro N Cn W � (r C n OD ' D (P � REDUCING CAP THRUST BLOCKING PREMOLDED PLASTIC SEE NOTE 3 VALVE V #12 THHN c Cm- _ O P O O A Cn O COATED m 48" (MIN)-,THRPORT EDEDWITH P UG Z O m O �? c0 Cb O V N O) W? (P A U W a N m O m A MAIN OR WATER MAIN 36" MIN 2" NIPPLE v N AS REQUIRED w Cn eD o oo m ooD m w E. cin m M fT Cp W O OT N (b- [A 0A1 - SEE NOTE 2 STAB -IN SOIL VALVE BOX NOT TO D z oD m cD oD oD m m m z 0 (b Cb Cb 0 fD Cb o Cb OD m N 0 Z SERVICE SADDLE WITH TAMPED BACKFILL � Oct co ac m o0 O 0 0 w vN (D (D m w ib co 0o eo a a a # 12 THHN COATED m' v: m A.R.V SHALL BE 316 STAINLESS STEEL m w oD a oD oD oD oD C. A O DWW W. 6 (n D Cb Cn RESTRAINED JOINT DETAIL N 12/2011 CORPORATION STOPS c DUAL BACKFLOW PREVENTION Cn N ' O EARLY WARNING � METER BOX m v DETECTOR STRIP rm•t SEE SPECIFICATIONS O / v ROADWAY > o O? ➢�O W � - N AOZ � x r v 11111 v I 1 z LOCKABLE F� REVSWR MTE SERVICE CONNECTION F: -o c vim cn m 5; cc) A m m D N 12/2011 N III I�r,� a North Carolina, Inc. VALVE O 11 75 w 000 j UUUUU GROUT PAVEMENT a ° I� D GRADE COD CNO tb OT CP N W Cn O p Z / !!!��X / ° t � m Q w X000 �00000 \\, 00000000\ 5" HEAVY WEIGHT RODDED > 0 2" THREADED SQUARE o 0 > O 0 0 0 � 0 0 0 0 /\�\ �_ ao CAST IRON SOIL PIPE FOR EXTENSIONS mrm o� TO BLOCKING Cb ro N Cn W � (r C n OD ' D (P � REDUCING CAP THRUST BLOCKING PREMOLDED PLASTIC SEE NOTE 3 VALVE V #12 THHN c JOINTFILLEWALLS 2" SQ. NUT BOX COATED m 48" (MIN)-,THRPORT EDEDWITH P UG v Cb J CT (T C' -P (n OD O Z O m m0 CUT OUT FOR FORCE MAIN OR WATER MAIN 36" MIN 2" NIPPLE AS REQUIRED m � a cl o ooD w E. cin m M _ v N 4" BALL VALVE SEE NOTE 2 STAB -IN SOIL VALVE BOX NOT TO D 2" NIPPLE oD m cD oD oD m m m z m o 2 MAX DUCTILE IRON MAIN NOR VALVE 0 SERVICE SADDLE WITH TAMPED BACKFILL � TEMPORARY FITTINGS AND PIPE FOR N (D (D (D (D (D OD (p OD O+ m � # 12 THHN COATED m MUELLER MODEL#1404-2 METER YOKE DWW W. 6 (n D N = D 1" FOR SERVICE RESTRAINED JOINT DETAIL REVISIDR MT 12/2011 CORPORATION STOPS c DUAL BACKFLOW PREVENTION SHEETED OPEN 15 21 col EARLY WARNING � METER BOX m v DETECTOR STRIP rm•t SEE SPECIFICATIONS DR,xxxc Ro. 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STANDARD ROADWAY OPEN -CUT DETAIL `Qv A R am 4 UTILITY SEPARATION DETAILS AQv A R a� 5 TYPICAL CONFLICT RESOLUTION DETAIL BY DEFLECTION OR FITTINGS AQUA Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. VALVE COLLARS 2'x2'x4" CONCRETE PAD OR CONCRETE COLLAR REQUIRED ON ALL VALVES. STANDARD VALVE BOX TOP SECTION F2AX 2" PERMANENT \ # 12 THHN COATED i� LOCATING WIRE PIPE SIZE TEES & 90' DEAD ENDS ELBOWS MUELLER, FORD, OR EQUAL SINGLE 22-1/2' ELBOWS 6" 4 6 STRAP SADDLE WITH COMPRESSION 2 8" CORPORATION STOPS m 4' X 4' PRECAST CONCRETE VAULT NOTES: 15 21 11 1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX. 2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE OR STAINLESS STEEL. A PLASTIC ct INSERT SHALL BE INSTALLED AT ALL TERMINATIONS WHERE POLYETHYLENE PIPE IS USED. O GRADE 3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH 40 PVC A AND COVER W/ U.S. FOUNDRY USF 170 -E -ORS ``O �7 MINIMUM 1 FOOT OUTSIDE OF PAVEMENT EDGE. AQUA7 Revision:05-05-2016 SMK ON F� REVSWR MTE SERVICE CONNECTION 3 'O 12/2011 a North Carolina, Inc. SLOPE UPS my * ,>�,o ng" Ada 1c 0T A3A' 'WWI ,ayoN sva> o n<� 5602 g;� O�m ag _- .-o?-5 �m �' = ' R A'^; x~O O 'NJO am �A m Z Z NCO P Q JO CIT�I `L- N.. �7 m frn oo �cA o�$A tizm; oi�F� mo omp o� N nv n�v -� �f�•c IN �rn 0 'n �N � m - �AA > z� B a $ o o m� N Q El i�_ $z�� r m `ca crrn N�I> z�F mm mC7 r B',A,.'9 C�',9m pT12 O D m� 8 `= cmo sD N 9 ovci �m 3-0" „# 9"# 0 p D a� ooyv �Er Nfr 2? Z nC 12 z z ms8� o �< z8 $�Ao-o�m 8 3'-0" z O mm Z •� C>i R n 8" M11A m -T $z mo m Bio �s o zm -D m z mQ Fm o ��H r�_o"-1 •., o z Zo c" ;O CD ?�? ."•oe,n moi$ ymAe 08 �o R•� g 8 Z o �' z l•. v z s ,�v,, m •}. <� �m l ,�. zZ§§o zF�16 ie o Z7 - -��ar F�E$r Fz� ; E oav$ n S •� 10" y�`q'> ��gtin o �a 11 � m c $ cg ��N$ 3m v me �� e.i ASo zmo� av m �z 8�4N`q',TS. 8Ng. u§m§i oT D y �Fi� E of v 1 y c <Orrl DC7 s $$ =Zz `a�i" o� om Z C C, �' �� o ti c ;�� E �_ � m N cm � � oA i 11-11 a m _ o ��E o8o� Aeo II IIIII ro oµ m m A } `oma No mmm n o 0 vN car z Agi g Z r- p0 m= � 11=1 I � z IFN 8 _ III11 � � : �oO D eo NCD CD mum m � E^' Fi-ot' o ��n oc�i m`��'-`^ o, czN O 3.1 71 D Z Z O 12" s O $�N 11 I 1111�11�1 � 1111 � NS -O" o Z2om �Aocz= Fo zj ��p��,-2. ^ n L �� Np� 2:5 192 R 1111 m�gm mC7 m� �� 1111111 -II I IIIII 3'-0' �� m x o m NZD� x vST~ �B IIIIIIIII III 11111 �rn N m (T) m AQUA l DR°xixc Ro. AQUA DMwxc Ro. STANDARD ROADWAY OPEN -CUT DETAIL `Qv A R am 4 UTILITY SEPARATION DETAILS AQv A R a� 5 TYPICAL CONFLICT RESOLUTION DETAIL BY DEFLECTION OR FITTINGS AQUA Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. VALVE COLLARS 2'x2'x4" CONCRETE PAD OR CONCRETE COLLAR REQUIRED ON ALL VALVES. STANDARD VALVE BOX TOP SECTION F2AX 2" PERMANENT \ # 12 THHN COATED i� LOCATING WIRE _)_0_0 0 0 �y DjJ L� TO BLOCKING TAMPED BACKFILL J BLOW -OFF VALVE THRUST BLOCKING EQUAL TO MAIN SIZE REDUCING CAP 48 NOTES: NOTES: 1. ABOVE DETAIL IS BASED ON 2" AIR RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR 1. BLOW -OFFS ARE REQUIRED ON ANY PERMANENT AND/OR TEMPORARY DEAD END MAINS AND ARE TO CONSTRUCTED PER APPROVED OTHER VALVE SIZES. VALVE SIZES SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY AQUA PLANS. NORTH CAROLINA, INC. PRIOR TO INSTALLATION. 1. GATE VALVES SHALL COMPLY WITH AWWA C-500 AND BE IRON BODY, PARALLEL SEAT TYPE, BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND OPEN (CCW). 2. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN ACCORDANCE WITH AWWA STANDARDS. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 2. BROOKS 24" VALVE BOX COLLAR MAY BE USED. 3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION. 3. FOR POTABLE WATER MAINS VALVE SHALL BE APCO #200 (2') OR EQUIVALENT AQUA DMNING Ro. 10 AQUA DMNIRG M 12 AQUA DMNIRG Ro. 13 AQUA REVISDR �,� GATE VALVE AND EXTENSION RfA90R �,� BLOW -OFF DETAIL REVISIDR D,,,� AIR RELEASE VALVE DETAIL a North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. MIN. BEARING AREA EACH DIRECTION OF THRUST IN SQUARE FEET (based on soil supporting value of 2000 psf 0 200 psig test pressure) PIPE SIZE TEES & 90' DEAD ENDS ELBOWS 2'• 22-1/2' ELBOWS 6" 4 6 2" GALV. THREADED COUPLING 2 8" \/ /� `r� FINISHED 4' X 4' PRECAST CONCRETE VAULT CAST IRON FRAME 15 21 11 6 2" GIP ct O GRADE AND COVER W/ U.S. FOUNDRY USF 170 -E -ORS ``O �7 Revision:05-05-2016 SMK ON F� U U � 3 'O OR EQUIVALENT Cz CIA SLOPE UPS 75 w 000 j UUUUU GROUT PAVEMENT a ° I� o GRADE 4- )O O O O % 4" 316 S.S. PIPE W/ ELLS 2 / !!!��X / ° t � m Q w X000 �00000 \\, 00000000\ 5" HEAVY WEIGHT RODDED > 0 2" THREADED SQUARE o 0 > O 0 0 0 � 0 0 0 0 /\�\ ao CAST IRON SOIL PIPE FOR EXTENSIONS TO BLOCKING NUT BLOW -OFF VALVE Q V 1 n� REDUCING CAP THRUST BLOCKING PREMOLDED PLASTIC SEE NOTE 3 VALVE V #12 THHN JOINTFILLEWALLS 2" SQ. NUT BOX COATED 12" 48" (MIN)-,THRPORT EDEDWITH P UG LOCATING WIRE VALVE COLLARS PIPE PLUG (TYP) CUT OUT FOR FORCE MAIN OR WATER MAIN 36" MIN 2" NIPPLE AS REQUIRED 2" S.S. 4" BALL VALVE SEE NOTE 2 STAB -IN SOIL VALVE BOX NOT TO 2" NIPPLE PIPE CASKET CONTACT WATER 2 MAX DUCTILE IRON MAIN NOR VALVE SERVICE SADDLE WITH TAMPED BACKFILL � TEMPORARY FITTINGS AND PIPE FOR I.P.S. THREAD A. � # 12 THHN COATED j� A.R.V SHALL BE 316 STAINLESS STEEL o LOCATING WIRE 2" GALV. j g MAIN VALVE MAIN THREADED COUPLING ;% BEDDING ROCK 2" GIP 8" X 16" REINFORCED 'I 'I t 10.0' U 0 0 CONCRETE FOOTING STANDARD SLOPE UPS O O -VALVE BOX UUpUU 00 BOTTOM SECTION BOTTOM �UOUO� \\\� )UUU UUOUOUODU\\// X000 RODDED 0°0°0°0 _)_0_0 0 0 �y DjJ L� TO BLOCKING TAMPED BACKFILL J BLOW -OFF VALVE THRUST BLOCKING EQUAL TO MAIN SIZE REDUCING CAP 48 NOTES: NOTES: 1. ABOVE DETAIL IS BASED ON 2" AIR RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR 1. BLOW -OFFS ARE REQUIRED ON ANY PERMANENT AND/OR TEMPORARY DEAD END MAINS AND ARE TO CONSTRUCTED PER APPROVED OTHER VALVE SIZES. VALVE SIZES SHALL BE DETERMINED BY THE ENGINEER AND APPROVED BY AQUA PLANS. NORTH CAROLINA, INC. PRIOR TO INSTALLATION. 1. GATE VALVES SHALL COMPLY WITH AWWA C-500 AND BE IRON BODY, PARALLEL SEAT TYPE, BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND OPEN (CCW). 2. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN ACCORDANCE WITH AWWA STANDARDS. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 2. BROOKS 24" VALVE BOX COLLAR MAY BE USED. 3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION. 3. FOR POTABLE WATER MAINS VALVE SHALL BE APCO #200 (2') OR EQUIVALENT AQUA DMNING Ro. 10 AQUA DMNIRG M 12 AQUA DMNIRG Ro. 13 AQUA REVISDR �,� GATE VALVE AND EXTENSION RfA90R �,� BLOW -OFF DETAIL REVISIDR D,,,� AIR RELEASE VALVE DETAIL a North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. MIN. BEARING AREA EACH DIRECTION OF THRUST IN SQUARE FEET (based on soil supporting value of 2000 psf 0 200 psig test pressure) PIPE SIZE TEES & 90' DEAD ENDS ELBOWS 45• ELBOW & CROSSES 22-1/2' ELBOWS 6" 4 6 3 2 8" 7 10 5 3 12" 15 21 11 6 GALVANIZED TEE 1/4" P.E. TUBING (MIN 30 FT. OUTSIDE OF CASING) SANITARY WELL SEAL SCREENED STEEL VENT A (AS MANUFACTURED BY FLAG) WELL DRILLER TO LEAF 7'-3" 10' B BRASS SADDLE W/ 2" NPT ABOVE GRADESNG LENGTH 3'-0" 11- SLEEVING SERVICE FOR WELL RECIRCULATION WELLS /\\ 0 /\�// #16 THHN COATED FOR SINGLE SERVICES C o 12" MIN. WELL 3 4 5 FROM GRADE DEPTH OF 101 105 84 ROAD LAND SURFACE CASING Z \ OR LARGER LOCATING WIRE. B DEPTH TO BACKFILL IN 6" LIFTS AND j g �� TERMINATED AT VALVE BOXES PUMP 362 399 310 0 COMPACT TO 95% DENSITY AS \�\�\�� I SLOPE FLOOR 1/2" DETERMINED BY AASHTO TEST \ 18" ROC O \ ELBOW C 1 �" SLEEVING OR ��\��\��\��\�� ° ��\��\��\��\��\ BOTH SIDES M SHAPE TRENCH TO FIT CONCRETE THRUST A GREATER FOR DOUBLE/� /� 8 ° /� /� /� /� /�\ ( ) METHOD T-99 / FREE SOIL �i\�\i\\\i\\\i\\\i\\ �i\\\ \�\ \\\ \\\ \� BOTTOM OF PIPE M.J. PLUG 1 BLOCK (TYP) SERVICES I� WELL -11 ° ° MINIMUM 14" BORE HOLE j 12 12" /\ I WATER MAIN FOR 8" CASING o loll 4" FLOOR DRAIN NOTES: 3' FROM EDGE \ 1. THRUST BLOCKS SHALL BE INSTALLED ON OF PAVEMENT x " " " " " /� 1 PVC WATER DISTRIBUTION LINES 6" THRU 10 " R �/ I WATER MAIN \SEE NOTES 12" DIA. IN THE MANNER SHOWN. • R R R " = z • • • • _ • " �� ,1 SHUR-ALIGN DROP PIPE \� _ _ _ _ _ �� "' DEAD END 2. PIPE GREATER THAN 12 INCH DIAMETER N¢ ° (OR APPROVED EQUAL) y. HORIZONTAL BEND SHALL REQUIRE RESTRAINT JOINT PIPE FOR N 0 ° J" PVC PIPE FOR oLc THE PROPER LENGTH. ``-0 0 ACOUSTIC OR MANUAL FINISHED o U ° SOUNDING CONCRETE SIDE EXCAVATIONS (TYP) 3. COMPACT FITTINGS ARE NOT ACCEPTABLE. z o GRADE UNDISTURBED EARTH O FOOTING EARLY - STANDARD FITTINGS SHALL BE USED WITH z o 4 WARNING - CONCRETE THRUST BLOCKING. SLEEVING Z o m ` TAPE - - 1 �" OR GREATER 11 / \ /\/\ // \� 4. THRUST BLOCKS SHALL BE INSTALLED ON FOR SINGLE SERVICE o o ° WATER MAIN IN THE MANNER SHOWN. ? OUTSIDE CASING �E 0 4° 41111 ASTM F480 GALVANIZED 5. IF SAC -CRETE IS USED, MIXING MUST BE 2" B.O.\ ON SITE UTILIZING A MECHANICAL MIXER = 3 \ w < SINGLE DOOR DRAIN TO �.s,' AND THE MIX APPROVED BY AN ACI LEVEL II o = #12 THHN COATED OPERATOR. �, - LOW POINT LOCATING WIRE G.V. z 4 OF WELL LOT V1 6. NO WRAP JOINT EFITTINGSLBE WITH PLASTIC. BOLTS. ALL BEARING SURFACES 7. CONCRETE SHALL BE A MINIMUM 3,000 psi a ° SANITARY WELL INSTALL 3/8" ANCHOR 6" THICK, 3000 psi NOTES: SHALL BE AGAINST AND THE TICKETS TURNED INTO THE UTILITY. 4 � ° SEAL 1/4" P.E. TUBING BOLTS (2 PER WALL) CONCRETE SLAB W/ 1. WHERE ROCK OR NON -CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH, USE #5 STONE FOR A DEPTH OF 8" UNDER PIPE. (U�NDPI) TURBED GROUND CONCRETE SHALL BE 8. ALL BEARING SURFACES SHALL BE AGAINST 2" B.O. a 1'-4" A OV� 6" BLOCK 12" THICK FOOTING 2. WHERE UNSUITABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE THE SOIL AND BACKFILL WITH #5 STONE TO FORM A PIPE BED. KEPT CLEAR (T UNDISTURBED SOIL AND SHALL BE °° FINISHED SLAB 41- 4. PIPE JOINTS (TYP) APPROVED BY AQUA PROJECT COORDINATOR3. PVC AND DUCTILE IRON MAINS SHALL MEET ALL STANDARDS AS CALLED OUT IN THE SPECIFICATIONS DIVISION 5, SECTION 1.3.3. TEE PRIOR TO PLACEMENT OF CONCRETE. HARDENED SCREENED 6" SLAB ()CROSS DRIVE SHOE STEEL VENTTHRUST UNDISTURBED 9. USE OF RESTRAINED JOINT DUCTILE IRON ALL WATER MAINS SHALL HAVE A "EARLY WARNING" PROTECTION TAPE AND THHN LOCATING WIRE INSTALLED CONTINUOUSLY ALONG THE SOIL KEYS PLAN VIEW 21 ALIGNMENT. THE PROTECTION TAPE AND WIRE SHALL BE INSTALLED DURING BACKALLED 6"-12" INCHES BELOW FINISHED GRADE DIRECTLY BLOCK WILL BE REQUIRED IF SOIL CONDITIONS DO NOT ALLOW THE USE OF THRUST BLOCKS. OVER THE PIPE AND BE CONTINUOUSLY MARKED" CAUTION, WATER MAIN BURIED BELOW." THE TAPE SHALL HAVE A METALLIC DETECTABLE AREA OF A =DOMESTIC METER STRIP INCLUDED AND BE GREEN IN COLOR. ALL PROTECTION TAPE SHALL BE AS TERRA -TAPE OR EQUAL. BEARING B = IRRIGATION METER 10. ALL VERTICAL BENDS SHALL TI RESTRAINED C = BACKFLOW ASSEMBLY 5. ALL P.V.C. WATER MAINS SHALL BE EITHER A SOLID BLUE COLOR OR WHITE BLUE LETTERING. ALL LETTERING SHALL APPEAR ON THREE USING RESTRAINED JOINT DUCTILE IRON NOTES: SLAB TO ADJOIN PIPE. NOTES: WELL GROUT SIDES OF THE PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE AND SHALL BEA MINIMUM 3/4 INCH IN HEIGHT WITH THE % 1. MOTORS SHALL BE MANUFACTURED BY FRANKLIN OR CENTRI-PRO AND OF THE HIGHEST PSI APPROPRIATE WORDING APPEARING ONE OR MORE TIMES EVERY 21 INCHES ALONG THE LENGTH OF THE PIPE. THE LETTERING MUST BE 1. SINGLE SERVICES TO BE LOCATED AT CENTER OF LOT. THRUST BEARING AVAILABLE. NOTES: PERMANENTLY STENCILED TO THE PIPE SURFACE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. ALL LETTERING SHALL BE APPLIED BY THE PIPE MANUFACTURER DURING PRODUCTION. 2. DOUBLE SERVICES TO BE LOCATED AT LOT LINE. 2. PUMP SIZE AND TYPE SHALL BE DESIGNED AND SPECIFIED BY UTILITY. 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM 4" ABOVE GRADE. 6. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE 90' OF THE PIPE. SAID STRIPE SHALL ELBOW 3. SINGLE SERVICES ONLY WHEN LOTS ARE A MINIMUM OF 2 ACRES OR IRRIGATION IS INSTALLED. 3. SIMMONS SPRING CHECK VALVE SHALL BE INSTALLED AT THE PUMP, 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE VERIFIED WITH PIPE SIZE. SEE PIPING BE A MINIMUM 2 -INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT SCHEDULE OF MATERIALS IN APPENDIX. APPLICATION. 4. BLOW -OFFS ON CUL -D -SAC CAN EXTEND AROUND CURVE OR TERMINATE FROM STRAIGHT 4. THERE SHALL BE MINIMUM 20 FEET DROP CABLE OUTSIDE OF WELL. 7. ALL P.V.C. PIPE SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER PIPE. RUN. 3. RUBBER TAPE OR ASPHALTUM REQUIRED AT CONCRETE/PIPE INTERFACE. DMM M W. ( I DM m m' DM m ND. DMNIND ND. DR W W. 14 TRENCH DETAIL A' `U A 16 TYPICAL THRUST BLOCK ' `QU A 20 TYPICAL WATER SYSTEM LAYOUT AQU A 21 8" WELL DETAIL AQU A 22 WELL HOUSE FOUNDATION AQUA REV6WR MM RENSpR MTE RENSK)R MTE RENSMR DATE RENSgR MM 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 12/2011 Aqua North Carolina, Inc. 4/2013 Aqua North Carolina, Inc. \\\1111111/1///j' 6= '. �.• O� • W vU 1u^1 f� V1 ct t Z i y ct O ``O �7 Revision:05-05-2016 SMK ON F� � 3 'O Cz CIA 75 w [� I� M 4- M CZ U Q t � m Q w O Q V 1 n� V 1 9■ TEE J a d71 SECTION A -A PIPE STAND SECTION B-13NOTES: -TO DISTRIBUTION 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM 4" ABOVE GRADE. 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE VERIFIED WITH PIPE SIZE. 3. RUBBER TAPE REQUIRED AT CONCRETE/PIPE INTERFACE. MINING NO. 23 mm WELL PIPING DETAILS 4/2013 TOP OF WALL I 24" R-30 BATT INSULATION " TUFF -R INSULATION BOARD WALLS AND CEILING 2"X6" TRIM CASE IN EAVE R-15 BATT INSULATION j" PLYWOOD FOR ELECTRICAL PANEL SLIDING WELL COVER 16" O.C. VOOD SIDE SUPPLY TO of III I I I I I to CAUSTIC FEED POINT WYE STRAINER FLOW SWITCH METER PHOSPHATE FEED POINT PUMP (10-20 HP) BALL VALVE CHLORINE CONTROLLER UNION 2" NIPPL FEED POINT CHEMICAL RECEPT. 20 LADDER CHEMICAL FEED LINE FLOW SWITCH TEE * DRAIN TO McDONNELL & MILLER OT PRESSURE GAUGE ELL AT 1" PRESSURE LOW POINT LEVEL CONTROLLER AIR/WATER SEPERATOR * WELL NIPPLE PRESSUR BLOW -OFF TEE HOSE BIB MIN1" HOSE BIB TEE BALL VALVE - SYSTEM ILL I B CHECK VALVE PRESSURE GAUGE r BALL VALVE SAMPLE TAP H` I /- FLOW SWITCH TEE J a d71 SECTION A -A PIPE STAND SECTION B-13NOTES: -TO DISTRIBUTION 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM 4" ABOVE GRADE. 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE VERIFIED WITH PIPE SIZE. 3. RUBBER TAPE REQUIRED AT CONCRETE/PIPE INTERFACE. MINING NO. 23 mm WELL PIPING DETAILS 4/2013 TOP OF WALL I 24" R-30 BATT INSULATION " TUFF -R INSULATION BOARD WALLS AND CEILING 2"X6" TRIM CASE IN EAVE R-15 BATT INSULATION j" PLYWOOD FOR ELECTRICAL PANEL SLIDING WELL COVER 16" O.C. VOOD SIDE SUPPLY TO of III I I I I I to G da A d 8"X16" CLOSING VENT 2"X6" PT W/ INSULATED COVERS BASE PLATE NOTES: 1. PROVIDE R-15 BATT INSULATION AND TUFF -R INSULATION BOARD SEALED WITH ALUMINUM TAPE ON ALL CEILINGS AND EXTERIOR WALLS. 2. CEILING JOIST SHALL BE 8 FEET ABOVE FINISHED FLOOR. 3. SEE APPENDIX FOR WORK SCHEDULE & MATERIAL LIST. WINO NO. 30 S. aTE WELL HOUSE FRAMING DETAILS 12/2011 12" 8' AQUA a North Carolina. Inc. / . 1 1 LIMITS OF I I LEVEL FILL FOR TANK /N / _ / 20' MIN.- / -5'- r 1, 0, GRADE FOR THE TANK / / / TO BE LEVEL WITHIN 21 0, 1, r d° d II 1 LIMITS OF FILL ° L.R� WELL , \\I 11 GRADE AT WELL HOUSE + ° d d ° GRADE LOT TO SHED TO BE LEVEL WITHIN 2' SURFACE WATER AWAY FROM THE WELL HEAD I I d J-5'_ 30'MI°d -° a 2° 0' MIN. IN. -5'- LIMITS OF FILL Z I d° -1,0 1' �liI j p°de G iI1 LIII 1i I d I ° II RIGHT NON -TANK WELL HOUSE 11 `12 fu11N' II 16a MaN ^° II I Y i Y `\ r 1• ° d ° NOTES: \t `, IN 1. GRADE SITE SO THAT FINISHED FLOOR OF WELL HOUSE IS MIN 12" ABOVE SURROUNDING AREA FORTHE FILL AREA AS PER DRAWING. 2. GRASS TYPE TO BE SPECIFIED BY HEATER UTILITIES INC.'S REPRESENTATIVE. 3. GRAVEL TO BE 3/4" OR SMALLER CRUSH AND RUN APPLIED AT LEAST WELL LOT GRADIN(, 4" THICK FOR THE RADIUS AROUND WELL HOUSE AND ON DRIVEWAY AS PER DRAWING. 4. DIMENSIONS SHOWN ARE MINIMUM. CONFIGURATION COULD CHANGE TO BECOME SITE SPECIFIC. AQ U A 5. LEFT NON -TANK WELL HOUSE WOULD BE A MIRROR COPY OF THIS DRAWING. SCALE: Aqua North Carolina, Inc. 01 12/31/03 REVISE[/ADD DIMENSIONS NOT TO SCALE 202 MacKENAN COURT FILE DATE CARY, NC 2751 I W_3 NO. DATE REVISION 1536-W3R.dwg NOV 1999 (919)467-8712 FIBER CEMENT SIDING OR AS SPECIFIED BY DEVELOPER IE: BRICK/BLOCK TRANSFER SWITCH W/ GENERATOR CONNECTION GOLDEN BROWN POWER METEF FIBERGLASS SHINGLES MIN 1-j" FLASHING SLIDING COVER HANDLES 31 4/2013 A 2"X6" TRIM 1"X4" PLANTATION I C STD 3.0' METAL EXT PREHUNG SINGLE DOC 0 HASP W/ LOCK .I I ' d I lI l la lA HASP BOTH SIDES 3 TAB COMPOSITE SHINGLES OR -8" WELL HOUSE EXTERIOR DETAILS 12" OVERHANG WENT SIDING OR AS ) BY DEVELOPER IE: -OCK WER METER AQUA a North Carolina. Inc. EYE WASH CONNECTION CHEMICAL FEED POINT CHLORINE BLOW OFF CHEMICAL FEED POINT CAUSTIC CHEMICAL FEED POINT PHOSPHATE WELL- McDONNEL & MILLER OR BLUE WHITE CHEMICAL METER (TYP.) FLOW SWITCH TRIP WHITEWATER TANK LEVEL PUMP (10-20 HP) A.R. BY AQUA NORTH CAROLINA 1/2" CONDUIT FOR R o G____B CONTROLLER LEFT END VIEW NOT NEEDED CHEMICAL RECEPT. 20 LADDER CHEMICAL FEED LINE BALL VALVE * DRAIN TO McDONNELL & MILLER OT PRESSURE GAUGE _ TANK WHITEWATER TANK 1" PRESSURE LOW POINT LEVEL CONTROLLER AIR/WATER SEPERATOR * 11 111 PRESSUR OF WELL LOT VACUUM BREAKER TEE -AC MIN1" 21� BALL VALVE - SWITCH SEE DETAIL 26K AIR COMPRESSOR HERSEY FLOW 4" PVC FOR AIR RACK PIPING " Q ° 2 (b1 HP CONTINUOUS DUTY AIR METER W/HIGH SMOTH NOSEBY KUNKLE TANK COMPRESSOR SHELF MOUNT[ HYDROPNE 0 0SPEED REGISTE FLOOR VALVE (PRV) 10 TO WALL OF WELL HOUSE) 1 � METER & AMR READY DRAIN SECTION A -A LEFT END VIEW RIGHT END VIEW WYE STRAINER 6'-6 CHLORINE e FROM HEAD LIMITS OF DRAIN FEED CHEMICAL FEED PUMPS 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM - ELL 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE BATCH TANK 0 0 POINT :4 3. RUBBER TAPE REQUIRED AT CONCRETE/PIPE INTERFACE. 4. LAYOUT MAY BE SLIGHTLY DIFFERENT FOR McDONNELL & MILLER CONTROLLER. 3' WELL LOOR SHALL EMERGENCY WINO N0. 25 1\ 1 2 V1 BE SLOPED TO DRENCH WELL W/ TANK PIPING DETAILS mm mm BLOW- FF FLOOR DRAIN HOSE WELL #5 d i GROUND FAULT INTERRUPT 3 0 1 10 0 120V RECEPTACLE W/ ----------- T A I 7'-3" 10' FCEILING EMERGENCY POLY LINE TO DRENCH HOSE CHEM TEE'S ------------ � 2. - ---__-, QUAD PLUG HOSE BIB W/ INTERCONNECTED VACUUM BREAKER a TO WELL PUMP 00 00 d 5'-0" ct 42" ° 4, I I o c BARREL SENSOR SENSORIK MODEL U SKI -FSA -M30 -N -NB -X -PBT a ° I d I I < I (BY AQUA) ct AQUA 24 DRAWING H0. `1 2' \\ AQ U A 2. 1' CHEMICAL DETAILS NOTES: � wh 4/2013 1. GRADE SITE SO THAT FINISHED FLOOR OF WELL HOUSE IS MIN 12" ABOVE WELL #4 2. GRASS TO BE KENTUCKY FESCUE 31. Aqua North Carolina, Inc. 3. GRAVEL TO BE 3/4" OR SMALLER CRUSH AND RUN APPLIED AT LEAST Aqua North Carolina, Inc. MIN �" PLYWOOD RIDGE VENT W/ 30# FELT PAPER GOLDEN BROWN 12 1 r \�4 1 FIBERGLASS SHINGLES r 2"X6" TRIM G da A d 8"X16" CLOSING VENT 2"X6" PT W/ INSULATED COVERS BASE PLATE NOTES: 1. PROVIDE R-15 BATT INSULATION AND TUFF -R INSULATION BOARD SEALED WITH ALUMINUM TAPE ON ALL CEILINGS AND EXTERIOR WALLS. 2. CEILING JOIST SHALL BE 8 FEET ABOVE FINISHED FLOOR. 3. SEE APPENDIX FOR WORK SCHEDULE & MATERIAL LIST. WINO NO. 30 S. aTE WELL HOUSE FRAMING DETAILS 12/2011 12" 8' AQUA a North Carolina. Inc. / . 1 1 LIMITS OF I I LEVEL FILL FOR TANK /N / _ / 20' MIN.- / -5'- r 1, 0, GRADE FOR THE TANK / / / TO BE LEVEL WITHIN 21 0, 1, r d° d II 1 LIMITS OF FILL ° L.R� WELL , \\I 11 GRADE AT WELL HOUSE + ° d d ° GRADE LOT TO SHED TO BE LEVEL WITHIN 2' SURFACE WATER AWAY FROM THE WELL HEAD I I d J-5'_ 30'MI°d -° a 2° 0' MIN. IN. -5'- LIMITS OF FILL Z I d° -1,0 1' �liI j p°de G iI1 LIII 1i I d I ° II RIGHT NON -TANK WELL HOUSE 11 `12 fu11N' II 16a MaN ^° II I Y i Y `\ r 1• ° d ° NOTES: \t `, IN 1. GRADE SITE SO THAT FINISHED FLOOR OF WELL HOUSE IS MIN 12" ABOVE SURROUNDING AREA FORTHE FILL AREA AS PER DRAWING. 2. GRASS TYPE TO BE SPECIFIED BY HEATER UTILITIES INC.'S REPRESENTATIVE. 3. GRAVEL TO BE 3/4" OR SMALLER CRUSH AND RUN APPLIED AT LEAST WELL LOT GRADIN(, 4" THICK FOR THE RADIUS AROUND WELL HOUSE AND ON DRIVEWAY AS PER DRAWING. 4. DIMENSIONS SHOWN ARE MINIMUM. CONFIGURATION COULD CHANGE TO BECOME SITE SPECIFIC. AQ U A 5. LEFT NON -TANK WELL HOUSE WOULD BE A MIRROR COPY OF THIS DRAWING. SCALE: Aqua North Carolina, Inc. 01 12/31/03 REVISE[/ADD DIMENSIONS NOT TO SCALE 202 MacKENAN COURT FILE DATE CARY, NC 2751 I W_3 NO. DATE REVISION 1536-W3R.dwg NOV 1999 (919)467-8712 FIBER CEMENT SIDING OR AS SPECIFIED BY DEVELOPER IE: BRICK/BLOCK TRANSFER SWITCH W/ GENERATOR CONNECTION GOLDEN BROWN POWER METEF FIBERGLASS SHINGLES MIN 1-j" FLASHING SLIDING COVER HANDLES 31 4/2013 A 2"X6" TRIM 1"X4" PLANTATION I C STD 3.0' METAL EXT PREHUNG SINGLE DOC 0 HASP W/ LOCK .I I ' d I lI l la lA HASP BOTH SIDES 3 TAB COMPOSITE SHINGLES OR -8" WELL HOUSE EXTERIOR DETAILS 12" OVERHANG WENT SIDING OR AS ) BY DEVELOPER IE: -OCK WER METER AQUA a North Carolina. Inc. EYE WASH CONNECTION CHEMICAL FEED POINT CHLORINE BLOW OFF CHEMICAL FEED POINT CAUSTIC CHEMICAL FEED POINT PHOSPHATE WELL- PRESSURE McDONNEL & MILLER OR TRIP FLOW SWITCH TRIP WHITEWATER TANK LEVEL PUMP (10-20 HP) A.R. 20 CONTROLLER LEFT END VIEW UNION VALVE CHEMICAL RECEPT. 20 VACUUM BREAKER BALL VALVE * 1" PLUG McDONNELL & MILLER OT PRESSURE GAUGE SPARE WHITEWATER TANK 1" PRESSURE LIGHTS, RECEPT. LEVEL CONTROLLER AIR/WATER SEPERATOR * 11 111 PRESSUR 4" INd } VACUUM BREAKER TEE -AC MIN1" 21� BALL VALVE - SWITCH SEE DETAIL 26K AIR COMPRESSOR f FOR AIR RACK PIPING " Q ° 2 (b1 HP CONTINUOUS DUTY AIR OUR SMOTH NOSEBY KUNKLE TANK COMPRESSOR SHELF MOUNT[ HYDROPNE ° VALVE (PRV) GATE VALVE TO WALL OF WELL HOUSE) 1 � METER ON SMOOTH FINISH SECTION A -A LEFT END VIEW RIGHT END VIEW WYE STRAINER 30" 50' e FROM HEAD LIMITS OF NOTES: CHLORINE FEEDING & 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM - ELL 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE BATCH TANK Qp ° PRESSURE GAUGE J /CHECK TRIP FLOW SWITCH TRIP DESCRIPTION PUMP (10-20 HP) A.R. 20 1000 W BASEBOARD HEATERS (2) LEFT END VIEW UNION VALVE CHEMICAL RECEPT. 20 20 BALL VALVE * 1" PLUG McDONNELL & MILLER OT LIGHTS, RECEPT. SPARE WHITEWATER TANK 1" PRESSURE LIGHTS, RECEPT. LEVEL CONTROLLER RELIEF VALVE * 11 111 RELIEF OUTLET 4" INd } VACUUM BREAKER TEE -AC MIN1" 21� BALL VALVE - 12" SEE DETAIL 26K e 6"IIN f FOR AIR RACK PIPING 2" TEE Q ° 2 DICTATED HYDROPNEUMATIC SMOTH NOSEBY TANK 2" UNION TANK " SAMPLE TAP 1 " ° 5,400 GALLON TANK 24 2" GATE VALVE THICK RUBBER GASKET 1 TO TANK ON SMOOTH FINISH SECTION A -A LEFT END VIEW RIGHT END VIEW ct 30" 50' e FROM HEAD LIMITS OF NOTES: I 1. EDGES OF CONCRETE SLAB TO BE SMOOTH AND MINIMUM 4" ABOVE GRADE. 2. POSITION OF THROUGH SLAB PIPING AND CONDUIT TO BE VERIFIED WITH PIPE SIZE. Qp ° 3. RUBBER TAPE REQUIRED AT CONCRETE/PIPE INTERFACE. 4. LAYOUT MAY BE SLIGHTLY DIFFERENT FOR McDONNELL & MILLER CONTROLLER. -v WINO N0. 25 1\ 1 2 V1 WELL W/ TANK PIPING DETAILS mm mm 4/2013 WELL #5 d i GROUND FAULT INTERRUPT V1 120V RECEPTACLE W/ ----------- 1' X 1' FCEILING MOUNT FIXTURE POWER PANEL '-`r-I-I P-1-7 MAGNETIC STARTER (2) CHEMICAL RECEPT. AND IMPULSE COUNTER RUNNING TIME METER FOR 1 PHASE POWER CONTROL BOX F_ AQUA a North Carolina, Inc. 100 WATT r BASEBOARD 1 HEATER 120V RE EPTACLE W/ P-1-1 GROUND FAU T INTERRUPT FLOW SWITCH METER SP SWITCH SP SWITCH NOTES: 1. INSTALL REMOTE BULB THERMOSTAT FOR CONTROL OF BASEBOARD HEATERS. 2. LIGHT FIXTURES TO BE LUMAPRO CEILING MOUNT FIXTURE MANUFACTURED BY GRAINGER, MODEL (1)3RB17 3. COPPER CONDUCTORS ARE REQUIRED. 4. STARTERS SHALL BE ALLEN BRADLEY, NEMA 1, SERIES 509, THREE POLE WITH 230 VAC COIL.. 5. SINGLE PHASE SYSTEMS SHALL HAVE FRANKLIN MOTOR CONTROL BOX INSTALLED. 6. PRESSURE SWITCH SHALL BE ALLEN BRADLEY 835T-T253J. 7. ELAPSE TIME METER SHALL BE VENDER -ROOT 7795. 8. IMPULSE COUNTER SHALL BE DURANT 6-Y-41345. 9. INSTALL PRECISION TIMED OFF DELAY RELAY TO ENSURE POSITIVE COUNT AFTER POWER APPLIED. INC NO. 32 F. mr WELL HOUSE ELECTRICAL LAYOUT 4/2013 1" PLUG 24" MANWAY06)(6TEE TANK DRAINe° A . 6" DISCHARGE TO SYSTEMINSTALL FREEZE PROTECTION ON DISCHARGE NOTES: 1. INSTALL RUBATEX INSULATION OVER ALL EXPOSED PIPING TO A DEPTH OF 36". 2. SEE DETAIL 26B FOR MCDONNELL & MILLER LAYOUT. WINO NO. 26A AIR PIPING & TANK PIPING DETAIL •• •^� WHITEWATER LAYOUT 4/2013 PANEL P-1 RUBATEX 24„ INSULATION 36" - MATCH ELL PIPING FROM WELL 4" INLET INSTALL FREEZE PROTECTION ON INLET AQUA a North Carolina, Inc. 120/24OV, 3 0, 4W 200 AMP CB, SOLID NEUTRAL DESCRIPTION TRIP Na ABC No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1944�� 20 TRIP DESCRIPTION PUMP (10-20 HP) A.R. 20 1000 W BASEBOARD HEATERS (2) LEFT END VIEW SPACE CHEMICAL RECEPT. 20 20 AIR COMP. (HYDRO. TANKS ONLY) * 1" PLUG 20 LIGHTS, RECEPT. SPARE 20 20 LIGHTS, RECEPT. 0 MANWAY * 11 111 * 4" INd } y� WELL 21� 12" A.R. AS REQUIRED *CAUTION - DO NOT INSTALL ANY 120V CIRCUITS ON (D B - (HIGH LEG DELTA SYSTEM) e 6"IIN f LEi A.R. AS REQUIRED *CAUTION - DO NOT INSTALL ANY 120V CIRCUITS ON (D B - (HIGH LEG DELTA SYSTEM) PANEL P-1 120/24OV, 3 0, 4W 100 AMP CB, SOLID NEUTRAL DESCRIPTION TRIP Na ABC No 1 2 3 4 5 6 7 8 10 12 14 P15-4111,_ 16 17 18 19- 120 TRIP DESCRIPTION PUMP (1/3 - 7 1/2 HP) A.R. 20 1000 W BASEBOARD HEATERS (2) LEFT END VIEW SPACE CHEMICAL RECEPT. 20 20 AIR COMP. (HYDRO. TANKS ONLY) * 1" PLUG 20 LIGHTS, RECEPT. SPARE 20 6" IN 2" O.D. 0 MANWAY * 11 111 12 I I 4" INd } y� WELL 21� 12" A.R. AS REQUIRED *CAUTION - DO NOT INSTALL ANY 120V CIRCUITS ON (D B - (HIGH LEG DELTA SYSTEM) GNAWING NG. AQUA 33 ��„ 0i1TE THREE PHASE PANEL LAYOUT a North Carolina. Inc. 12/2011 AQUA a North Carolina. Inc. 1�" PLUG MANWAY - z" 12" 18" MIN -j 4'-0" S I� 6" � 5'-0" M/SEA 5'-0" � � 36„ 10,000 GALLON TANK 36" 2" " THICK RUBBER GASKET" 6" O.D. ON SMOOTH FINISH ON SMOOTH FINISH 8'-0 MINS LEFT END VIEW I- 30"-y--36" 4'-0" SEAM/SEA 2' 36"--1-30 =1 f-- 6" �- 5'-0" 5'-0" --I 36" 1" PLUG 18" 1 6" IN 2" O.D. 0 MANWAY 12" + 11 111 12 I I 4" INd } y� WELL 21� 18" MIN -j 1-30-1 20' 10,000 GALLON TANK 36" 2" " THICK RUBBER GASKET" THICK RUBBER GASKET ON SMOOTH FINISH ON SMOOTH FINISH 8'-0 MINS LEFT END VIEW RIGHT END VIEW 4'-0" SEAM/SEA 2' ' y'J.�0(� f-- 6" �- 5'-0" 5'-0" --I 36" 1" PLUG --I 24" �36 15'5' 2" O.D. 0 MANWAY 36 F� 24" 181, 11 111 12 I I 6' MIN 2" WELL 3' 3" 12" e 6"IIN f LEi 2" Q ° 2 a a 2'-f10" li g ,. J 18" MIN 2 24"� 4" 2" 1 " ° 5,400 GALLON TANK 24 2" " THICK RUBBER GASKET" THICK RUBBER GASKET 1 ON SMOOTH FINISH ON SMOOTH FINISH W-0 MIN LEFT END VIEW RIGHT END VIEW NOTES: 1. TANK SHALL BE ASME APPROVED AND HAVE MIN WORKING PRESSURE OF 125 psi. 2. PEDESTALS SHALL BE EXCAVATED TO SOLID COMPACT GROUND (18" MIN) AND POURED WITH 3,500 psi CONCRETE. 3. TANK BOTTOM TO BE PAINTED PRIOR TO SITTING ON 3/8" THICK RUBBER PEDESTAL GASKET. WINO N0. 27 moN wTe HYDROPNEUMATIC TANK 12/2011 AQUA a North Carolina, Inc. ;01 1,, 30' 20' --------------------------------------- o :3= 1 • \ 2' AQUA a North Carolina, Inc. ;01 1,, 2' t o :3= 1 • \ ' y'J.�0(� U ct 15'5' 0 �� 11 111 WELL 3' 3" LIMITS OF i o N f I 1I FILL i Q ° c ti a 2'-f10" li GRADE AT WELL HOUSE d ° a ° GRADE LOT TO SHED TO BE LEVEL WITHIN 2" M AWAY ATHE CE WWELL 111 ct 50' FROM HEAD LIMITS OF ° I o ct GRAVEL I Qp ° I I -v O 1\ 1 2 V1 I 1 ° 2' 1' 0' d i V1 a ----------- O ------------ � 2. - ---__-, d a I d I ct ° 4, I I U \ RIGHT NON -TANK WELL HOUSE , 1 a ° I d I I < I ct ' 2' ° 2' `1 2' \\ 2. 1' \1 d \ \ \ 1 NOTES: 1. GRADE SITE SO THAT FINISHED FLOOR OF WELL HOUSE IS MIN 12" ABOVE SURROUNDING AREA FOR THE FILL AREA AS PER DRAWING. 2. GRASS TO BE KENTUCKY FESCUE 31. 3. GRAVEL TO BE 3/4" OR SMALLER CRUSH AND RUN APPLIED AT LEAST 4" THICK FOR THE RADIUS AROUND WELL HOUSE AND ON DRIVEWAY WELL. LOT GRADING AS PER DRAWING. 4. DIMENSIONS SHOWN ARE MINIMUM. CONFIGURATION COULD CHANGE TO SITE AQUA 5. LEECOME FT NON -TANK WELLCHOUSE WOULD BE A MIRROR COPY OF THIS DRAWING. SCALE: Aqua North Carolina, Inc. NOT TO SCALE 01 12/31/03 REVISE/ ADD DIMENSIONS 202 MacKENAN COURT FILE DATE CARY, NC 27511 W_2 NO. DATE REVISION 1536-W21R.dwg NOV 1999 (919)467-8712 • 6= N o :3= •'J • ' y'J.�0(� U ct 0 O Revisio 1:05-05-2016 SMK o N 7c c ti C U M ct Y U 4_1 Cz ct O V1 N V1 O ct ct U ct 1