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CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION CONTROL w w
INSPECTOR FROM NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY TO DISCUSS EROSION CONTROL MEASURES.
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2. NOTIFY NCDEQ LAND QUALITY INSPECTOR (LQS) 4AT [phone] 8 HRS BEFORE THE CONSTRUCTION STARTS. e
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3. NO MAJOR GRADING ACTIVITIES OR BASIN CONSTRUCTION ARE TO TAKE PLACE DURING WET WEATHER OR PERIODS OD PREDICTED WE WEATHER. a a N N
4. PHASE I - INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, SILT DITCHES AND INSTALL SEDIMENT POND PER SHT.C2.1. PROCEED > $ wa
WITH CLEARING AND GRUBBING.
5. PRIOR TO THE CONSTRUCTION OF SEDIMENT POND, SILT FENCE SHALL BE INSTALLED BELOW THE TOE OF PROPOSED EMBANKMENT. w
6. ONCE CLEARING IS COMPLETED BEGIN TO BUILD PAD AS SHOWN ON SHEET C2.2 (PHASE 2).
7. AFTER THE DRAINAGE AREA TO THE BASIN HAS BEEN PERMANENTLY STABILIZED, DEWATER THE POND. FILL THE BASIN FOOTPRINT USING STOCKPILE �is,/9 \
SOIL AND BRING TO FINISH GRADE IN COMPACTED LIFTS. SMOOTH THE BASIN SITE TO BLEND WITH SURROUNDING AREA, ENSURING BASIN SITES WILL NOT / /� O 'per \ w
POND WATER, AND IMMEDIATELY PERMANENTLY STABILIZE. \
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8. ONCE THE BUILDING PAD AND PARKING LOT ARE STABILIZED AND STONED THE SEDIMENT BASIN CAN BE REMOVED AND THE PERMANENT DETENTION G� `��� s� Q ;M a
STRUCTURE AND THE REMAINDER OF THE STORM DRAINAGE SYSTEM CAN BE INSTALLED IN PHASE 3 (AS SHOWN ON C2.3). s �Q C� z.II 0o
9. BEGIN CONSTRUCTION OF THE RETAINING WALLS FOR THE PERMANENT DETENTION BASIN AT THIS TIME ALONG WITH COMPLETION OF THE STORM / �\ �f \�' �j. \ o a a F a
DRAINAGE SYSTEM. ONCE THE ENTIRE SITE IS STABILIZED AND STONED, THE REST OF THE STORM AND PAVING CAN BE FINALIZED.
10. PRIOR OF THE CONSTRUCTION OF SEDIMENT POND, SILT FENCE SHALL BE INSTALLED BELOW THE TOE OF PROPOSED EMBANKMENT. //\\\ \ \ \ w
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11. INSTALL INLET PROTECTION BY THE END OF WORKDAY FOR ALL CONSTRUCTED SW INLETS. m
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12. THE REMOVAL OF THE SEDIMENT BASIN CAN ONLY HAPPEN UNTIL ENTIRE SITE IS STABILIZED. un \ 0� \ CREEK o N a w
13. CALL FOR ON-SITE INSPECTION AFTER EACH PHASE OF EROSION CONTROL. / a o a
14.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. FOR PHASED EROSION CONTROL
PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. S \ `"�
STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. INSTALL STORM DRAIN SYSTEM. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO �� 4# \ \ \ F+�1 E a
REMOVAL OF EROSION CONTROL MEASURES. / ^ 0 �v
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15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN / / \ \ `A \ V > >
MANUAL, and U. S. DEPT. OF AGRICULTURE. MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE A WEEK OR SURFACE WATER //�� / / n \ �� Z 00 � o o cl
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AFTER EVERY HALF INCH OF RAINFALL. � _ >\ \ (o-A N N w o
16. MONITORING IS TO BE CONDUCTED BY A PERSON THAT HOLDS EITHER A CPESC OR A PROFESSIONAL ENGINEER. / /v \ \ oo U o z "i L 0 �L)
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17. NOTIFY NCDEQ LQS INSPECTOR WHEN PROJECT IS READY FOR CLOSE OUT INSPECTION. / / / \\ \ � v f0 o^ o
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18. FILOE FOR NPDES NCGO10000 E-NOTICE OF TERMINATION WHEN FINAL CLOSE OUT INSPECTION REPORT IS RECEIVED FROM NCDEQ LQS. l000 r \ V uo zz
19. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS / /(NV:7056 0 FES \ �� \\ SURFACE WATER <<n c� a � 3
UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. �� RIP-RA P APR \
LIMIT OF SEE DE \ \
20. BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949 IT'S THE LAW. CONSTRUCTION iTW: 76
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DOUBLE ROW TW: 766. / � t^9 \ \ �.9�\�I' DOUBLE\RW
HIGH HAZARD BW: 7" / 24"RCra @ 0.5% IGH HAZARD
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EROSION CONTROL NOTES // / /� +66.75 oe \ \\ ,3p \• \ \ \\ `�'� 's, 30 BUFFER FRM
TOP OF BANK
1. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. 30' BUFFER FROM / / �� MIN.575 SF 18"DEEP SA
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION. TOP OF BANK FILTER SCM W/6"PERF.UNDERDRA N_ \°:; �C.;\\ \ 3-24"C4 \ \ Q
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS o � FC SEE DTLS.C4.4 IN \ \ k \ \
SUBJECT TO A FINE. / / ROP. DI C RRIER Fj?PES
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4. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO / � } 6.75
1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON V.61.70/ 767 \ \ \ \ \
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL v
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS / / BW: 76 5 ,//� 66.3 6 + \ \ \
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
5. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE NCDEQ. ROWAN COUNTY
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6. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE PIN: 5658-02-86-0330
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7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS MB 9995/PG 6467
WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. USE: VACANT / J'VY: 766.0 66.75 P P. DI
BW: 765. / RIM: / \
/ 7�. \8. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE / � / 4� \ INV:61.26 �� \ k \ \ O � \ \
AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER / / 67 O �B(j f \ \ \ /y�
ACCUMULATIONS. / \7 \ f'p 1 � �
9. DRIVEWAY PERMIT FOR CONSTRUCTIONS IN NCDOT ROW MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. / / y M 6.S}-�C.E ACCESS
�� / \ 66.3t^�""ENT 66.2+ 6 \55+, \ \ \ \ \ � -
10. THE DENUDED AREA IS 2.44 AC.
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11. IF ANY OFF-SITE BORROW AND/OR WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN / "j � � \ '9
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APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL 766� / 'y-"F � �
REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH OR DEBRIS FROM DEMOLITION ACTIVITIES OR / / / V 66.6 Q \ \ \ �9iQ / )
GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF / \ \ Q�
SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES ��'%b F S
RULES AND REGULATIONS. / / / OTECTION 66.5
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12. SILT FENCE TO BE PLACED 3' FROM FROM LIMIT OF DISTURBANCE.
13. NO MULCH WILL BE USED ON THIS SITE.
14. TEMPORARY SEDIMENT BASIN EMBANKMENTS SHALL BE PROVIDED WITH ADEQUATE GROUNDCOVER IMMEDIATELY Zj
UPON CONSTRUCTION. / / /� I \ 92 J ?�
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KEY NOTES
a d o N
1 NEW 1 '-6" CURB AND GUTTER SEE DETAIL CLDSM 10.17A. O N w
0 NEW 2'-6" CURB AND GUTTER SEE DETAIL CLDSM 10.17A.
Q3 CURB TRANSITION N 5
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4 NEW ACCESSIBLE CONC. SIDEWALK (WIDTH VARIES). MAXIMUM 5% LONGITUDINAL SLOPE, 2% CROSS SLOPE. SEE DETAIL CLDSM 10.22. \ a N N
5 HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL.
w 0 a
© REINFORCED CONCRETE SEE DETAIL. 44
0 12'x24' OPAQUE BRICK DUMPSTER ENCLOSURE (2 HOLD 8CY(6'X6')) SEE ARCHITECTURAL PLANS FOR DETAIL. \ \ W
® DEPRESSED CURB SEE DETAIL
NEW 7' HIGH ADA SIGNAGE SEE DETAIL CLDSM 50.10 \ \
N z;;
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® TRANSFORMER
/ o \ W W
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MODULAR BLOCK RETAINING WALL, CONTRACTOR TO EMPLOY A NC REGISTERED ENGINEER TO DESIGN/BUILD // '0/IQ \
© STAIRS SEE ARCH PLANS FOR DETAILS \
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PROJECT NAME- DK TA-F RE T ITY / ��� ' �' \\\ \ \\ \ \ O0i o" o v "
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OWNER: DKOTA INVESTMENTS, INC // ��� �i oe
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4848 LEMON AV STE 622 / °�� /� ' do oo \ \ \ p L L 3 ZZ
DALLAS, TX 75219
TAX PARCELS: 402CO21 /� „w �� �• \ \ ems\ \ PRELIMINARY NOT
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EXISTING USE: VACANT , S 35$- �' / �9� \ \ 'o \ \ o
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SITE AREA: 3.74 AC / �� yo \ ��F9 '. �,Fy\ \
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BLDG SIZE: 9,342 SF ISSUED FOR
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1 PER EMPLOYEE AT PEAK SHIFT + 1 PER COMPANY VEHICLES AT PEAK SHIFT /L�o- ��/ \ �` \ $
18 EMPLOYESS= 18 SPACES // �ti`O ,cF
PARKING PROVIDED- 28 SPACES / �'
5 LOADING SPACES / / ' IN
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HOURS OF OPERATION- PIN: 5658-02-86-0330 / / // ° a Q \ \\ \ \ Q
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CONSTRUCTION SEQUENCE o
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM ROWAN COUNTY. SET UP A ON-SITE PRE-CONSTRUCTION CONFERENCE WITH EROSION
CONTROL INSPECTOR FROM ROWAN COUNTY TO DISCUSS EROSION CONTROL MEASURES.
2. MARK LAND DISTURBANCE LOCATIONS ~
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3. SET UP A PR -CONSTRUCTION WITH ROWAN COUNTY o o
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3. NO MAJOR GR DING ACTIVITIES OR BASIN CONSTRUCTION ARE TO TAKE PLACE DURING WET WEATHER OR PERIODS OD PREDICTED WE WEATHER. w D
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4. PHASE I - I STALL CONSTRUCTION ENTRANCE, SILT FENCE, INLET PROTECTION, SILT DITCHES AND INSTALL SEDIMENT POND PER SHT.C2.1. z
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5. CALL FOR INITIAL INSPECTION FOR MASS GRADING APPROVAL. oA
6. PROCEED WI CLEARING AND GRUBBING.
7. ONCE CLEAR NG IS COMPLETED BEGIN TO BRING GRADES UP TO THE MASS GRADING ELEVATIONS AS SHOWN ON SHEET C2.2.
8. CALL FOR 0 -SITE INSPECTION AFTER EACH PHASE OF EROSION CONTROL. ��.0 9�
w c 9. THE CONTRAC OR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. FOR PHASED EROSION CONTROL tiL /�C��F s
PLANS, CONTRAC OR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. O �♦ G (n N0 o z a
STABILIZE SITE A AREAS ARE BROUGHT TO FINISHED GRADE. Z'I ao
10. ALL EROSIONCONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N. C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN >� �Q X� it it w o
MANUAL, and U. DEPT. OF AGRICULTURE. MONITORING OF EROSION AND SEDIMENTATION CONTROL MEASURES IS REQUIRED AT LEAST ONCE A WEEK OR �f� 51 < o a Q. a
AFTER EVERY HA IF INCH OF RAINFALL. 1'g j.��, w
11. BEFORE YOU DIG STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949 ITS THE LAW. O
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1. ON-SITE BUR AL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. � a o a\ \
2. ANY GRADINC BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION.
3. GRADING MO E THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS ♦ I\ LLl z..
SUBJECT TO A INE. ♦ \ o
4. ALL PERIMETERo DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO / W o Z o o o N
1 VERTICAL (3:1 SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON / N O N N O w U
AS PRACTICABLEBUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. ALL (t r°Ji rj cD y N
OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS ( ' r `� `^ z z
SOON AS PRAC CABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY. / / I m O� \ i � Z N^'u
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5. ADDITIONAL EASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE ROWAN ` !TI 01 O�U 0 a, ��
COUNTY. 2 °Y —°
T O �O fa O X UU
T6. SLOPES ERRACING SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE � °(j2 �� �f 0 ♦,/♦,/s� c��a �i 3 z z
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7. APPROVAL 01 THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS LIMIT OFS \
WARRANT OFF- ITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. CONSTRUCTION
8 DRIVEWAY PERMIT FOR CONSTRUCTIONS IN NCDOT ROW MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. �/ ✓ ♦♦♦ f � PRELIMINARY NOT
2�
i FOR CONSTRUCTION
9 IF ANY OFF SITE BORROW AND/OR WASTE REQUIRED FOR THE PROJECT MUST COME FROM A SITE WITH AN DOUBLE ROW 7 /
APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL 5�33 �(n9 �f DOUBLER W
REGULATED BY E DIVISION OF SOLID WASTE MANAGEMENT. TRASH OR DEBRIS FROM DEMOLITION ACTIVITIES OR .A HIGH HAZARD
GENERATED BY NY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF HIGH HAZARD "W \ SILT FENCE ❑ISSUED FOR IM
SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER RESOURCES SILT FENCE, r
RULES AND REG CATIONS. SEE DETAIL �� SEE DETAIL BIDDING
10 SILT FENCE TO BE PLACED 3' FROM FROM LIMIT OF DISTURBANCE. ♦ / 9(ll LIMIT F
11 TEMPORARY SEDIMENT BASIN EMBANKMENTS SHALL BE PROVIDED WITH ADEQUATE GROUNDCOVER IMMEDIATELY / u1 CONS UCTION ❑ISSUED FOR
UPON coNSTRu noN. PERMIT
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ISSUED FOR
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s / / a j, 30' BUFFER FROM
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30' BUFFER FROM
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ro I N V:759.5
1p ROCK CHECK DAM, \ J
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PIN: 5658-02-86-0330 S / /� \ \ J� Q
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1. All construction must be inspected approved by the Rowan County Building Inspector and is / / N N
subject to compliance with all state a d local codes.
2. All projects that disturb over an acr are required to have an approved erosion control plan. The / // \ \ `� \ p 4y9'P5- F o 0 0
erosion control plan must be approved by Rowan County prior to plan approval. Approvals must =A� W 0 a a
be provided prior to plan approval. Please verify if approval has been received from Rowan / \ \\ \ \ O ���Occ3�,er
F N e n m rn
County. / // \\ \\ \ \ P �'�� �9�Gy�iFy�
3. Any onsite (behind the water mete and sewer late ral/cleanout) water and sewer improvements
shall be inspected/permitted by Rowz n County - except the backflow device shall also be / ® ♦ // \ \ �� ss 6, 'Q 311 w w
inspected by Salisbury Rowan Utilitie .
/ / / SSCO: 668.0 \ \ \ \
4. The proposed sewer line from the RU clean-out ( to be located at the ROW line to the building shall meet plumbing code and be /�� d° / AQ° / \\ \\ \ \
inspected and permitted by Rowan C unty. �
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6" SS LATERAL INSTALLED ABOVE GROUND WITHIN AN INSULATED \
® MIN. 1.07 AND HEATED ENCLOSURE PER ROWAN COUNTY \� \ N.a V w J
PUBLIC WORKS STANDARDS. ENCLOSURE TO / \ V Q
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LATERALS SHALL NOT TYLER 6855 SERIES REDUCED PRESSURE PRINCIPLE ASSEMBLY (RP) Q
BE LOCATED IN DRIVEWAYS, P 10" - TOP SECTION " �j
L il 1/4' DROP LID X TURN FULL PORT ( 3/4 — 2" ) Y4 TURN FULL PORT O
WALKWAYS, OR SIDEWALKS. PAVEMENT OR BRONZE BALL SHUT OFF BRONZE BALL SHUT OFF
GROUND-,,,, VALVE #1 VALVE #2 I�
0+0 0,0 0 1+0 0,0 0 2+0 O O SEE NOTE 3 REDUCED PRESSURE PRINCIPLE ASSEMBLY SEE NOTE 3 00 ,Oil,
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D 18 MIN, CONC, PAD o DOI `;
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+o +Ln 5' MAX, DEPTH No, 67 STONES 00 00� FLOW—
�� UNLESS ADDITIONAL ��� ��� ��� III III
I� �� _ — .
� DEPTH IS REQUIRED TO BEND` TYPE "K" ® III � TYPE "K" � �'-. �,.•'•
Q COPPER — COPPER
Q O +'� FIRST BEND SERVE THE PARCEL
d �� F��-0 Opt,
d H +,� SEE NOTE 4 MINIMUM SLOPE 2/, MIN, o� o—DRAIN PORT �t�l4ti�
0 EXISTING GRADE
SEE NOTE 9 TEST COCK #1 SEE NOTE 9 '
UNION
___----- 12" MIN.
FIBER
30" MAX.
10 OC
GAS LINE 00 O TYPE III BEDDING 4" 4" GROUND
o - - - — - - - -
l�MIN, SLOPE 2% �—I,—I——I I I I I—I I —I I—III— I—I I — I II I
PLUG-FUTURE
SERVICE CONNECTION III
S WM III 4" PAD TO BE DESIGNED
BY OWNER AS REQUIRED
4" DIP OR PVC 4" PVC - SCHEDULE 40 OR SEE NOTE 2
770 LATERAL CONNECTION 4" DUCTILE IRON PIPE TYPE "K" COPPER
18" RCP (ON 45) NO TRANSITIONS BETWEEN SEE NOTE 8 COPPER Z
MATERIALS, NOTES: Q
WYE OR SADDLE 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO
SALISBURY—ROWAN UTILITIES BACKFLOW PREVENTION REQUIREMENTS. 0—
EX SSMH WYE SADDLE AVAILABLE FROM 2. (BACKFLOW ASSEMBLY MUST BE INSTALLED BEFORE SERVICE LINE IS CONNECTED TO ANY OTHER PIPES,
10'X10' BORE PIT (12' DEEP) N CITY (CONTECH OR EQUAL) EXCEPT AS AUTHORIZED BY THE WATER PURVEYOR.) WATER LINE MUST BE EXPOSED FOR INSPECTION
INV.IN=763.5 m CONTECH PFSP & PFTP FROM METER TO BACKFLOW PREVENTER.
INV.OUT=763.3 NOTES: 3. THE SALISBURY—ROWAN UTILITIES APPROVED 3/4" — 2" RP INCLUDES SHUT OFF
L THE FULL LENGTH OF THE SERVICE DITCH SHALL BE COMPACTED IN 6" LAYERS VALVES #1 AND #2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS
WITH MECHANICAL TAMP, TO 957 STANDARD PROCTOR, SHALL BE PERMITTED.
4. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE #1
2, THE CITY SHALL MAKE TAPS ON EXISTING LINES AND IS PART OF THE APPROVED ASSEMBLY.
10'X10' BORE PIT (10' DEEP) 3, BENDS 1/16, 1/8, 1/4 AS REQUIRED 5. FIRE LINE BACKFLOW PREVENTER ASSEMBLY SHALL HAVE HEAT & TAMPER SWITCHES WITHIN
THE PROTECTIVE ENCLOSURE.
I V.OUT: 764.7
60'-6" PVC 4, FIRST BEND SHALL OCCUR BEHIND BACK OF CURB UNLESS SPECIFICALLY 6. NO STRAINER IS ALLOWED ON A BACKFLOW PREVENTION ASSEMBLY FOR A FIRE LINE SERVICE.
IRECTIONAL 13ORE (by SRU) APPROVED BY THE UTILITIES ENGINEERING MANAGER, 7. OUTDOOR INSTALLATION SHALL HAVE A PROTECTIVE COVERING (ASSE 1060) WITH DRAIN PORT
SEWER LATER L@ 2.0% AS SPECIFIED IN SALISBURY—ROWAN UTILITIES SPECIFICATIONS FOR
5, ALL LATERALS 60' OR LONGER SHALL BE 6", INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES.
76 O : 8. CONNECTION TO CITY'S FITTING SHALL NOT BE UNDER CONCRETE PAD.
0+00,00 1+00,00 2+00,00 6, NO MATERIAL TRANSITIONS (LATERAL & STACK MUST BE ALL PVC OR ALL DIP)
7, WYES ONLY, NO TEES, SADDLES MAY ONLY BE USED ON EXISTING SEWER LINES, 9. APPROVED PIPE MATERIAL USED, SUBJECT TO CORROSION; SHALL BE PROTECTED ACCORDING TO
NORTH CAROLINA STATE BUILDING CODE — VOLUME II PLUMBING.
CITY OF SALISBURY, N,C, STANDARD DETAIL DATE: MAY 19, 2009 CITY OF SALISBURY, N.C. STANDARD DETAIL DATE: OCTOBER 17, 2006
AMENDED: JULY 19, 2022 AMMENDED: JULY 19, 2022 C 3 ` 1
30 0 15 30 60 120 SEWER SYSTEMS NOT TO SCALE STANDARD DETAIL BACKFLOW PREVENTION NOT TO SCALE
TAP & STUB-OUT STANDARD SS-5 RP 3/4 - 2 ISTANDARD BF-1
SCALE: 1" = 30'

M
N N
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tD
PLAN VIEW NOTES: w
ARM ASSEMBLY
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA 1. REFER TO NCESCPDM j o
SECTION ;�6.64 FOR STEEL POST s'MAX. STEEL Posr S F
STEEL POST 6'MAX. DRAINAGE ADDITIONAL DESIGN
STEEL POST AREA < 10 AC. EMBANKMENT SPECIFICATIONS "C" ENCLOSURE WIRE FENCING WIRE FENCING w rz
(ACRES) LENGTH REGARDING SKIMMER a ra
SEDIMENT BASINS. FILTER FABRIC W O
i FILTER FABRIC MIN. 2. REFER TO STD. 30.19 eo` 05 OR f57 WASHED STONE 0' V
LENGTH TO 2:1 o WOVEN FILTER FABRIC
WOVEN FILTER FABRIC WIDTH RATIO INFLOW 10' FOR BAFFLE SPACING o �W
�� AND INSTALLATION WATER ENTRY UNIT N y >
.2 FLow �Q� MI"' PERSPECTIVE VIEW e w `°
�y 3. TURBIDITY CURTAIN 6
MAX. (GLOB /30.23) MAY BE
LENGTH TO 6:1 USED IN LIEU OF
b WIDTH RATIO POROUS BAFFLES (CLDS PVC VENT SCHEDULE 40 4" w w
ro = SKIMMER PVC ELBOW
v 30.19. PIPE PVC PIPE ANCHOR SKIRT; w w n
DEWATERING t ) PVC END CAP EXCAVATE < m ¢
TRENCH AND wo 0 Z a
COMPACT
4"MIN. MIN. AVERAGE= DEVICE 4. SKIMMER INVERT TREBACNCH L) � o
_ VOLUME (cu. FT. WIDTH �� EMERGENCY ELEVATION = BASIN
REQUIRED PER AC. GENERAL NOTES:
DISTURBED) s AREA OF BASIN WATER SPILLWAY BOTTOM + 1' MIN. WATER SURFACE w w Y r
SURFACE AT TOP OF PRIMARY - ¢ O O w O
SPILLWAY 5. H = SPILLWAY 1. WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A w w ¢ 3
GENERAL NOTES: 325 L PVC END CAP MINIMUM OF 6 UNE WIRES WITH 12"STAY SPACING. o o. a o.
SURFACE (SO, Fr, ELEVATION V SKIMMER
AREA PER CFS INVERT ELEVATION 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A
1. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF GJ m
MORE THAN 30 DAYS. REQUIRED Q10 BAFFLES PVC PIPE x 1• PERIOD OF MORE THAN 30 DAYS.
CROSS-SECTION VIEW (cLos 1/2" HOLES IN
2. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE7r Y\ 3. STEEL POSTS SHALL BE 5'-0"IN HEIGHT AND BE OF THE SELF-FASTENER Z In
1' FREEBOARD W=5' MIN. ¢ m
30.19) PVC TEE UNDERSIDE 5� ANGLE STEEL TYPE. m o w
STEEL TYPE. MAINTENANCE NOTES: EMBANKMENT (\A ORIFICE
6" MAX. DEPTH OF FLOW ���\G lM\N PVC TEE PLATE 4. WIRE FENCING SHALL BE AT LEAST))10 GAGE WITH A MINIMUM OF 6 UNE Z ¢
3. TURN SILT FENCE UP SLOPE AT ENDS. 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE INFLOW BAFFLES OVER EMERGENCY SPILLWAY EL•6 T=1.5' MIN. WIRES WITH 6"STAY SPACING. MAINTENANCE NOTES: 'o W N_ a w
4. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY Z=5, MAX ¢ w a
DURING PROLONGD RAINFALL ANY REPAIRS NEEDED SHALL BE MADE _ FLEXIBLE 5. TURN SILT FENCE UP SLOPE AT ENDS. o. o a
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER IMMEDIATELY. HOSE SCHEDULE 40 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARK OR
GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF PVC PIPE 6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
DEWATERING EL:614.5 a PROLONGED RAINFALL ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ENVIRONMENTALLY SENSITIVE AREAS. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END ZONE H=2' MIN. EMERGENCY OF SLOPES GREATER THAN 10 FEET VERTICAL(2:1 SLOPE)
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY,THE 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE. FABRIC SHALL BE REPLACED PROMPTLY. EL:613 SPILLWAY 7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING THE EXPECTED USABLE UFE AND THE BARRIER STILL IS NECESSARY,THE FABRIC E m
FILTER FABRIC EL•612 SKIMMER ARM 6IS ADJACENT To SWIM BUFFERS, STREAMS OR WETLANDS (REFER To SWIM SHALL BE REPLACED PROMPTLY. / w
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROUNA 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. CLEANOUT BUFFER GUIDELINES).THE COLOR ORANGE IS RESERVED FOR VISUAL `/ p- z
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN DEPTH LENGTH = SPECIFY IDENTIFICATION OF ENVIRONMENTALLY SENSITIVE AREAS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT r•t c 1n o'
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM 1' SEDIMENT H x 1.5 SEEPAGE END VIEW r. O .-1 O oN
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER TO THE EXISTING GRADE, PREPARED AND SEEDED. (H/2) FRONT VIEW FENCE
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT -o
STORAGE CONTROL m "1 0 '^ I I
(MIN. 5') NOT TO SCALE B. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, ,-, p N N O m wU
AREAS OF CONCENTRATED FLOW. DATA BLOCK MEASURES FENCE. PREPARED AND SEEDED. (W N Lrt N U N N
BASIN DRAINAGE DENUDED Oto REQUIIRED VOPROVIDED RLUME EQUIRED IN SURF PROVIDED DEPTHE AREA "(FF. (FEET) (FEET) (FEEO (FEEO (FEET) SKIMMER ORIFICE 9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH v � � Z � Ln'O U U
ACRES ACRES (CUBIC FT.)(CUBIC Fr.) (SO Fr. (SO FT. H 2 DIAMETER DIAMETER CAROUNA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL .^ - 0
1 3.1 3.1 9.3 5580 9763 3023 5500 1.5 3 5 14 1.5 10 3 1.75 SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2O00. 10.DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR VOI O ELJ 1; ^ o^ a,
OTHER AREAS OF CONCENTRATED FLOW. o YO O
"H" REFERS TO THE HEIGHT FROM INVERT OF FLEXIBLE HOSE ON SKIMMER TO THE INVERT OF THE PRIMARY SPILLWAY. NOT TO SCALE NOT TO SCALE `o 0 ou
NOT TO SCALE (' zz
.so U a LL 3
CITY OF CHARLOTTE CITY OF CHARLOTTE CITY OF CHARLOTTE HIGH HAZARD
STD. N0. REV.
CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS SKIMMER SEDIMENT BASIN LAND DEVELOPMENT STANDARDS SKIMMER STD• N°• LAND DEVELOPMENT STANDARDSINCLUDES CHARLOTTE ETJ TEMPORARY SILT FENCE 30.066 15
LAND DEVELOPMENT STANDARDS TEMPORARY SILT FENCE INCLUDES CHARLOTTE ETJ ;3002:A 18
INCLUDES CHARLOTTE ETJ 30.06A 4 INCLUDES CHARLOTTE ETJ 122.021312 ❑PRELIMINARY NOT
FOR CONSTRUCTION
NOTES: LENGTH AS NECESSARY y�
TO GO THRU DIKE GENERAL NOTES: ❑ISSUED FOR a3
1. A STABILIZED ENTRANCE PAD OF 2-3"OF WASHED STONE AND/OR RAILROAD BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO SEDIMENT PIT �.
A PUBLIC STREET. RIP RAP&WASHED STONE NOT REQUIRED IF BASIN 1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. BIDDING
FILTER BERM IS LOCATED DOWNSTREAM
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 4' MIN. PIPE (CLDS 30.12) OF PIPE OUTLET.
GENTLE SLOPES STEEP SLOPES I--I (VOLUME PER CLDS 30.12) 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
3. THE ENTRANCE SHALL MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC STREETS OR EXISTING PAVEMENT. THIS MAY ❑ISSUED FOR
D
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
ITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 1(2 EDIMENT PIT OR CHANNELS TO SLOW VELOCITY OR TO CREATE �
100 Ibs/acre tall fescue 1'S MI"' r PERMIT +\
4. ANY SEDIMENT SPILLED, DROPPED,WASHED,OR TRACKED ONTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY. ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SEDIMENT TRAPS. 1'-6"MIN. Q
SEEDING 30 Ibs/acre after
a lespedeza SWEPT BACK ONSITE ON A NIGHTLY BASIS. FLEXIBLE PIPEi Alf -may
80 Ibs/acre of tall fesue unscarified after August 15 3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE I I f 5 WASHED STONE
MIXTURE ( 9 ) TIE DOWN 10' MAX. SPACING TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
5. WHEN APPROPRIATE, WHEELS MUST HI CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBUC STREET. WHEN WASHING IS REQUIRED,IT SHALL BE DONE IN AN AREA
10 Ibs/acre Kobe lespedeza STABIUZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD.N0.30.116. ISSUED FOR
TIE DOWN AT END ,' 'T�=.r, - DOWNSTREAM DAM (SEE DIAGRAM BELOW). 2
FALL:August 25 - October FALL: August 25 - October 15 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY(STD.10.24&10.25)To ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE, OR ON ANY yr> r, 1 CONSTRUCTION
STREET WITH AN EXISTING SIDEWALK To REMAIN OPEN DURING CONSTRUCTION. 4' (MIN)- CUSS a RIP RAP FLOW
2'MAX
Late winter: February 15 - April 15 Late winter: February 15 - April 15 7, FOLLOW WORK AREA TRAFFIC CONTROL HANDBOOK(WATCH)FOR SIDEWALK CLOSURE OR DETOUR/DIVERSION. DIAMETER(D) � a qr CENTER
SEEDING To extend spring seeding into June, add To extend spring seeding into June, add PROFILE
DATES 15 Ibs/acre hulled Bermudagrass 15 Ibs/acre hulled Bermudagrass too' MIN. '''' �' ' '� 11_I=IJI-1_IIA MAXIMUM SPACING B
Overseeding of Kobe lespedeza over fall-seeded Overseeding of Kobe lespedeza over fall-seeded PUBUC STREET - =1llalll_lll_
=111_lll_111 = _ - _ 4'TO W
tall fescue is veryeffective. tall fescue is very effective. - _ - - -ry EARTH DIKE _1_ _ - I I
11 _ _
RIP-RAP APR - 1_111_lll_
•AT LESS THAN 1%SLOPE
Apply lime and fertilizer per soil tests, or 4000 Apply lime and fertilizer per soil tests, or 4000 EXISTING GROUND III-1 I 1=1 I I-I I-III-I I 1-1 I-I A AND B ARE AT EQUAL ELEVATIONS z
SEEDING PP Y P PP Y P -III-III SOIL STABIUZATION FABRIC CROSS SECTION
Ibs/acre limestone and 1000 Ibs/acre 10-10-10 Ibs/acre limestone and 1000 Ibs/acre 10-10-10 UNDER 2-3"OF WASHED STONE J
AMENDMENTS EXTEND TO EDGE OF DISNRBANCE
fertilizer. fertilizer. Ex.CONIC. O
100' MIN. DRIVEWAY APRON
WITH SIDEWALK AT
BACK OF CURB 1'-6"MIN. ,^r'
(IF RETAINED DURING Q:.
NOTE 1 pT -Ar-
CONSTRUCTION.) CONSTRUCTION SPECIFICATIONS:
Ground Cover--Protective cover must be established on all disturbed areas within 21 calendar days after z w 1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
\11 H�11=i 9"MIN. 11=IN=U1=U1H \ /
land disturbing activity is completed or has temporarily ceased. N DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF 1,V1=1 E41= T v
°D O HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. It1111= 1 =
NOTE 2 m 11yj1r1=, 1 Na-n 2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
Graded slopes and fills--Protective cover must be established on all graded slopes and fills within 21 calendar days after - o BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE 1j1m-1„ =1j1_IT'= FILTER CLOTH
u1=11�
a phase of grading is completed or has temporarily ceased. PARTY OR HIS AGENT.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
- Ill=\11- IpHI)I-UI=_I11-1HJH=IP-UI=_111-
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. /V
NOT TO SCALE PLANCITY OF (n LOL
LAND DEVELOPMENT OTTE STANDARDSNOT TO SCALE Q Z
STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE
CITY OF CHARLOTTE INCLUDES CHARLOTTE ETJ 30.1 1 A 15 CITY OF CHARLOTTE
LAND DEVELOPMENT STANDARDS SEEDING SCHEDULE LAND DEVELOPMENT STANDARDS FLEXIBLE PIPE SLOPE DRAIN CITY OF CHARLOTTE (n
INCLUDES CHARLOTTE ETJ 30.17A LAND DEVELOPMENT STANDARDS TEMPORARY ROCK CHECK DAM
FOR LATE WINTER AND SOIL AMENDMENTS: INCLUDES CHARLOTTE ETJ 30.04
INCLUDES CHARLOTTE ETJ 30.10A 15 Q
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER OFINLET
ZONE AREA
SEEDING MIXTURE: MULCH: of SURFACE2AREA O
RYE (GRAIN) - 120 LB/ACRE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH INLET ZONE 25% GENERAL NOTES: Y Q
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING OF SURFACE AREA Q
TEMPORARY SEEDING FOR WARM AND COOL SEASON (OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
OUTLET ZONE 25%
1. DRIVE 5' STEEL POST AT LEAST
OF TEMPORARY COVER IS NOT TO EXTEND OF SURFACE AREAREA 24" INTO SOLID GROUND.
BEYOND JUNE) MAINTENANCE: 2. USE STAPLES 1' APART
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING HORIZONTALLY AND VERTICALLY
EARLY SUMMER SEASON STEEP SLOPES SEEDING DATES: EROSION OR OTHER DAMAGE \
/
JAN. 1 - MAY 1 TO ATTACH THE FILTER FABRIC TO THE WIRE FENCE.
X
SOIL AMENDMENTS: 3. MINIMUM BAFFLE SPACING IS 10'.
SEEDING FOR SUMMER: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE 5
40 Ibs/acre of German millet 120 Ibs/acre Rye (grain) F 0 X 4. THE FLOOR OF THE BASIN IN O
MIXTURE 80 Ibs/acre of tall fesue 80 Ibs/acre tall fesue SEEDING MIXTURE: AND 750 LB/ACRE 10-10-10 FERTILIZER \ THE OUTLET ZONE AND BERMS
GERMAN MILLET - 40 LB ACRE I SHOULD BE SEEDED
/ MULCH: r IMMEDIATELY AFTER THE BASIN
(A SMALL-STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH IS CONSTRUCTED.
May 1 - August 15 October 25 - December 30 SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING / 5. REFER To NCESCPDM SECTION
SEEDING DATES:MAY 1 - AUG. 15 TOOL MAINTENANCE �RTy B X #6.65 FOR ADDITIONAL SPE: l / / fRM CIFIATIONS.
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15, REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING /
DATES add 50 Ibs/acre of annual Kobe lespedeza. EROSION OR OTHER DAMAGE c yLoe
,�t,,
Apply 4000 Ibs/acre straw or equivalent Apply 4000 Ibs/acre straw or equivalent SOIL AMENDMENTS: / OUT�FT D 1w
h droseedin . h droseedin . \ /T t .-
Y 9 Y 9 FOR FALL. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE C/y 1E
AND 1,000 LB/ACRE 10-10-10 FERTILIZER X ti
SEEDING MIXTURE: i
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000 RYE (GRAIN) - 120 LB/ACRE MULCH: 4'-D"MAX.SPACING X
Ibs/acre limestone and 750 Ibs/acre 10-10-10 Ibs/acre limestone and 750 Ibs/acre 10-10-10 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH (TYPICAL) Y
AMENDMENTS SEEDING DATES: ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING 700 9/mz 110725
fertilizer. fertilizer. TOOL COIR FABRIC s srm Posr }
AUG. 15 - DEC 30
MAINTENANCE: OR EQUIVALENT FLOW b rfl11 el
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
I # 1y
NCH 41L
B/ACREFKOBE LESPEDEAZA IN LATE F BRUARY OR EAROLYEMAR H FENCE AND
IT IS RY TO EXTEND TEMPORARY BEYOND JUNE 15, OVERSEED WITH 50 D COMPACT "Irl
BURIED IN TRENCH
BACKnUL BRIC
FOR ADDITIONAL INFORMATION, REFER TO NCDENR EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL (ESCPDM), SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
NOT TO SCALE THE CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 04200 SEEDING AND SODDING OF TURFGRASS.
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11 AND
CITY OF CHARLOTTE SEEDING SCHEDULE CITY OF CHARLOTTE
NOT TO SCALE
LAND DEVELOPMENT STANDARDS (SEASONAL) STD. No. REV. LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE CITY OF CHARLOTTE Iv'3ocm CHANNEL
INCLUDES CHARLOTTE ETJ 30.17 B INCLUDES CHARLOTTE ETJ 130.17 9 LAND DEVELOPMENT STANDARDS BAFFLE INSTALLATION 4"(locm> INSTALLATION
INCLUDES CHARLOTTE ETJ 30.19 15 DETAIL
6" 6"
SILT DITCH CHART 15cm - I I I
(15cm) 4"(10cm) 1.Prepare soil before installing rolled
I = - - erosion control products cation f
LEFT RIGHT CHANNEL 010 • VELOCITYILI including any necessary application of
DITCH i SIDE SLOPE SIDE SLOPE SLOPE CFSok (FPS) REMARKS lime,fertilizer,and seed. ( /•�
2.Begin at the top of the channel by lJ 1
r anchoring the RECPs in a 6"(15cm)
TD1 3 3 6.6R 1.89 0.16 2 3 3.44 wno 6" deep X 6"(15cm) wide trench with J
\ / (15cm) approximately 12"(30cm) of RECPs
COX 5.08 0.32 2 3 3.44 w�o -T02 3 3
extended beyond the up-slope portion
GENERAL NOTES: \ WASHE� ( ) of the trench.Use ShoreMaxmpat at the Q
�p
5-12.5cm channel/culvert outlet as supplemental
" STQN f 1 '� " scour protection as needed. Anchor the
1. SEDIMENT SHALL BE REMOVED AND TRAP I RECPs with a row of staples/stakes W
RESTORED TO ITS ORIGINAL DIMENSIONS /'� t 1 N approximately 12"(30cm) apart in the
/ 4"_6„ Q
WHEN THE SEDIMENT HAS ACCUMULATED \ bottom of the trench. Backfill and
TO 1/2 THE DESIGN DEPTH OF THE TRAP. A STORAGE (10-15cm) I I•" 1 3 compact the trench after stapling.Apply
FILL SLOPE AREA '�'�^ �� , -I I I I seed to the compacted soil and fold the
2. REMOVED SEDIMENT SHALL BE DEPOSITED �\ 1 '� © remaining 12"(30cm)portion of RECPs
IN A SUITABLE AREA AND IN SUCH A o o I back over the seed and compacted soil.
MANNER THAT IT WILL NOT ERODE. o o - I I Secure RECPs over compacted soil with a row of staples/stakes spaced
3. THE STRUCTURE SHALL BE INSPECTED BY approximately 12" apart across the
e e
2' MIOMPACTED BERMTHE FINANCIALLY RESPONSIBLE PARTY OR STORAGE o o I I I ® III• width of the RECPs.
CATCH
HIS AGENT AFTER EACH STORM EVENT AREA I "+ 3.Roll center RECPs in direction of water
SILT FENCE AND REPAIRS MADE AS NECESSARY. BASIN I flow in bottom of channel. RECPs will
FINISH (SEE NOTE 2) i \ unroll with appropriate side against the
�TUR GA_DOE 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED III soil surface. All RECPs must be
GROUND -I secure) fastened to soil surface b
OUT IN SUCH A MANNER THAT EROSION AND p +•+'+• Y Y
WATER POLLUTION ARE MINIMIZED. Fes/ I I I placing staples/stakes in appropriate
_ locations as shown in the staple pattern
5. THE SEDIMENT TRAP SHALL BE REMOVED AND / \ I I II-III guide.
THE AREA STABILIZED WHEN THE DRAINAGE �O� I III I-I I I III-III- _-III-I I 4.Place consecutive RECPs end-over-end
BASIN HAS BEEN PROPERLY STABILIZED. \ 6„ _ - _-III-III-III (Shingle style)with a 4"-6"overlap.Use
PLAN VIEW (15cm) I I _ _ _ I-III-III-III-I I a double row of staples staggered 4"
TUB 6. ON LARGER DRAINAGE AREAS RIP RAP MAY / - _ _ _ _ _ apart and 4" on center to secure
WIDTH AND GROG BE REQUIRED UNDER THE WASHED STONE. I 1 - 1-III-III-III-III_ _ _ _ _ -III-III-III-III-III 5.Full edge of RECPs at top of side
DEPTH TO BE DESIGNED ND
BY ENGINEER (1' MIN) slopes must be anchored with a row of
/5 WASHED U staples/stakes approximately 12"(30cm)
STONE �W apart in a 6"(15cm)deep X 6"(15cm)
Rof '4 wide trench.CRITICAL POINTS NOTES: trench after stapl ngBackfill and compact the
NOTE: 12"M1N. A.Overlaps and Seams *Horizontal staple spacing should be 6.Adjacent RECPs must be overlapped
CATCH B.Projected Water Line altered if necessary to allow staples to approximately 2"-5" (5-12.5cm)
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. BASIN C.Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending on RECPs type) and
2. SILT FENCE MAY BE REQUIRED BEHIND BERM 3-4 A A surface. stapled.
SECTION A-A B 7.staple c flow channel applications a
B to check slot 2 recommended at 30 C4 . �
C C **In loose soil conditions,the use of staple to 40 foot (9 -12m) intervals. Use a
NOT TO SCALE / or stake lengths greater
teal 6 secure may double raw of staples staggered
rY P P Y 4"(10cm)apart and 4"(10cm)on center
NOT TO SCALE RECP's. over entire width of the channel.
CITY OF CHARLOTTE Drawing Not To Se 8.The terminal end of the RECPs must be
TEMP./PERM DITCHES CITY OF CHARLOTTE anchored with a row c staples/stakes
LAND DEVELOPMENT STANDARDS NORTH Disclaimer approximately X (15cm) apart in a
STD. "°. REv. LAND DEVELOPMENT STANDARDS STONE INLET PROTECTION •
AMERICAN The information presented herein is general design information only.For specific applications, 6"(15cm)deep X 6"(15cm)wide trench.
INCLUDES CHARLOTTE ETJ 130.051 j
INCLUDES CHARLOTTE ETJ 30.08 GREEN consult an independent professional for further design guidance. slap ll9 and compact the trench after
5401 St.Wendel-Cynthiana Rd. PH:800-722-2040
Poseyvtlle,IN 47633 www.nagreen.com Drawn on:5-4-17

M
N N
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PART III PART III PART III
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING GENERAL NOTES, z ow,
CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, EXCEPT o v 0
SECTION A:SELF-INSPECTION SECTION C:REPORTING THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN j
SECTION B:RECORDKEEPING SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
Self-inspections are required during normal business hours in accordance with the table 1.Occurrences that must be reported USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED a N
1. E&SC Plan Documentation o
below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. >w z
personnel to be in jeopardy,the inspection may be delayed until the next business day on The approved E&SC plan as well as any approved deviation shall be kept on the site. The a Visible sediment deposition in a stream or wetland. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. ( ) P FORMED BY OTHER APPROVED METHODS, WHERE SUCH JOINTS ARE NOT FORMED
which it is safe to perform the inspection. In addition,when a storm event of equal to or BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2' SHALL BE OBTAINED, W
greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be The following items pertaining to the E&SC plan shall be documented in the manner ALL CONTRACTION JOINTS EXCEPT IN 8' X 6' MEDIAN CURB SHALL BE FILLED tO
described: (b) Oil spills if: WITH JOINT SEALER.
performed upon the commencement of the next business day. Any time when inspections EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT
were delayed shall be noted in the Inspection Record. •• They are 25 gallons or more, TO ALL RIGID OBJECTS. W w
Item to Document Documentation Requirements •• They are less than 25 gallons but cannot be cleaned up within 24 hours, < H w
Frequency (a) Each E&SC Measure has been installed Initial and date each E&SC Measure on a copy •• They cause sheen on surface waters(regardless of volume),or wM n z a a
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC Plan or complete,date 1/2" RADIUS 6"� 2'-0" z
They are within 100 feet of surface waters(regardless of volume).
business hours 6^ 1�_0^
locations,dimensions and relative elevations and sign an inspection report that lists each 3" RADIUS 1/2" RADIUS ¢ J
(1)Rain gauge Daily Daily rainfall amuu rats. I� 0 o. o. a
maintained in It no daily rain gauge observations are made during weekend or shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC .�` 1/8" RADIUS 3" RADIUS
good working, holiday periods, and no individual-day rainfall inrorrnauon is Plan. This documentation is required upon the (a) Releases of hazardous substances in excess of reportable quantities under Section 311 � W
order available,record the cumulative rain measurement for those on- initial installation of the E&SC Measures or if of the Clean Water Act Ref:40 CFR 110.3 and 40 CFR 117.3 or Section 102 of CERCLA •' • °
( ) N • A . 1/8" RADIUS 1.5"SURFACE COURSES-9.5B) Z >
attended days (and this will determine if a site inspection is the E&SC Measures are modified after initial ° ¢ In
(Ref:40 CFR 302.4)or G.S.143-215.85. ° N "INTERMEDIATE COURSE(1-19.06) > o w
needed). Days on which no rainfall occurred shall he recorded as :w. � I� .. ro
installation. �. r W ¢
zero." The permittee may use another rain-monitoring device 4,. °. I ,a a .a:d '�' 00 ' z 66 Z
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC °' i 4�° Q o J in a w
(2) 1 AL lead once per 1. IdenUficapon of the measures inspected, (b) Anticipated bypasses and unanticipated bypasses. 8" CRUSHED AGGREGATE BASE COURSE a' o a
Plan or complete,date and sign an inspection 2'_g^
Measures 7 calendar days 2. Date and Larne of Line inspection,
report to indicate completion of the
�bw
and within 24 3. Name of the person performing the inspection, STANDARD 2'-6" CURB AND GUTTER 1-6"
hours of a rain 4. Indication of whether the measures were operating construction phase. (c) Noncompliance with the conditions of this permit that may endanger health or the COMPACTED SUBGRADE E
event>1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC environment. 1'-6" STANDARD CURB AND GUTTER / / / / / / / / /��// (95% STANDARD PROCTOR) w 0
24 hours S. Descrip Lion of main Lenance needs for the measure, \ \ \ \ \ \ \ \ \ \ \
G. Description,evidence,and date of corrective actions taken. in accordance with the approved E&SC Plan or complete,date and sign an inspection 'r\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /\ /, M �01
Plan. report to indicate compliance with approved z o O o o N
(3)Sturrnwater AI.least once per 1. Identification of the discharge oulfalls inspected, P P PP .•-r O Ln I I
discharge 7 calendar days 2. Date and time of the inspection, round covers specifications. 2.Reporting Timeframes and Other Requirements W o r" r" O
g v p g P p g q � m N
PRIVATE, ON-SITE USE ONLY, NOT FOR USE IN PUBLIC ROW. I� co NN
outfalls{sDUs) and within 24 3. Name of the person performing the inspection, U LNn N N
hours r,I a rain 4. Evidence >I indicators ,I su,rrnwaLer F,,ur,h,m such as,,il (d) The maintenance and repair Complete,date and sign an inspection report. After a permittee becomes aware of an occurrence that must be reported,he shall contact U c z L9.N L)
g STANDARD HEAVY DUTY PAVEMENT SECTION _ o JJ
evern>1.o inch in sheen,floating or suspended solids or discoloration, requirements for all E&SC Measures the appropriate Division regional office within the timeframes and in accordance with the (n -�� O �
24 hours 5. Indication of visible sediment leaving the site, have been performed. 6" 1'-6" 6" 1'-6" Q� O�U 1" ^ o^ rn
p other requirements listed below. Occurrences outside normal business hours may also be o o
6. Description,evidence,and date of corrective actions taken. 3" RADIUS 3" RADIUS NOT TO SCALE �✓ QY 3 w w
(4)Perimeter of At least once per Ifvisible sedimentation is found outside site limits,then a record (e) Corrective actions have been taken Initial and date a copy of the approved E&SC reported to the Division's Emergency Response personnel at(800)662-7956,(800) .< e �O t 0 m 3 z z
site 7 calendar days of the following shall be made: to E&SC Measures. Plan or complete,date and sign an inspection 858-0368 or(919)733-3300. 4 ,4'. •02 FT FT 03 FT FT ``^ U a 3
and within 24 1. Actions taken to cleanup or stabilize the sediment that has left report to indicate the completion of the /
hours of a rain the site limits, a .'a C a a O
event>1.0 inch in 2. Description,evidence,and date of corrective.actions action.artinns taken,and . .
24 hours 3. An explanation as to the actions taken to control luture
releases. ❑PRELIMINARY NOT
- � � � � 1 1
(;)stream-,nr Al led On—per 11 the:,trearn�, weu n and has ,creased visible� 11ir.,emali„n Ora Occurrence Reporting Timeframes(After Discovery)and Other Requirements `a 1_L `° `c
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction 2.Additional Documentation (a)Visible sediment • Within 14 hours,an oral or electronic notification. 03 FT/FTFOR CONSTRUCTION
or oftsite and within 24 activity,then a record of the following snail be made: In addition to the E&SC Plan documents above,the following items shall be kept on the deposition in a . Within 7 calendar days,a report that contains a description of the �2-o"�
(where hours of a rain 1. Description,evidence and date of corrective.actions taken,and
site stream or wetland sediment and actions taken to address the cause of the deposition. ISSUED FOR
� �
accessible) event?1.0 inch in 2. Records ofthe required reports to the appropriate Division Z'-0" STANDARD CURB & GUTTER 2'-0"
24 hours Regional office per Part III,Section c,Item(2)(a)ofthis permit and available for agency inspectors at all times during normal business hours,unless the Division staff may waive the requirement for a written report on a
of this permit, case-by-case basis. JOINT SEALER �j BIDDING
Division provides a site-specific exemption based on unique site conditions that make this SLOPE FOR VARIABLE io
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&5C • If the stream is named on the INC 303(d)list as impaired for sediment- 1/6' RAD. .�. SURFACE OF GUTTER
stabilization of radio measures,clearing and grubbing, requirement not practical: i/
grading g g g,installation of storm •'
related causes,the permittee may be required to perform additional SUPERELEVATION RATES ISSUED FOR S
measures drainage tacit hies,completion of all land-disturbing
inspections or apply more stringent practices if staff
activity,construction or redevelopment,permanent (a) This general permit as well as the certificate of coverage,after it is received. monitoring, PERMIT
ground cover). El
determine that additional requirements are needed to assure compliance ► ► ► 2 /�� D Q
2. Documentation thatthe required ground stahilization with the federal or state impaired-waters conditions. ► e e ��
measures have been rovided within the re uired (b) Records of inspections made during the previous 30 days. The permittee shall record NOT TO SCALE // /
p q (b)Oil spills and Within 14 hours,an oral or electronic notification. The notification 1/2'-II- � ■ISSUED FOR
r
JDINT FILLER
timeframe Oan assurance that they will be provided as the required observations on the Inspection Record Form provided by the Division or release of shall include information about the date,time,nature,volume and CONSTRUCTION
stton as possible. a similar inspection form that includes all the required elements.Use of hazardous location of the spill or release. TRANSVERSE EXPANSI❑N J❑INT
electronically-available records in lieu of the required paper copies will be allowed if substances per Item STANDARD CURB AND GUTTER srD. No. REv. IN CURB AND GUTTER
shown to provide equal access and utility as the hard-copy records. 1(b)-(c)above NOT TO SCALE
(c)Anticipated • A report at least ten days before the date of the bypass,if possible. 1101. 7A TYPICAL CURB TRANSITION
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. (c) All data used to complete the Notice of Intent and older inspection records shall be bypasses[40 CFR The report shall include an evaluation or the anticipated quality and
maintained for a period of three years after project completion and made available 122.41(m)(3)] effect of the bypass. Q
upon request. [40 CFR 122.41] (d)unanticipated • Within 14 hours,an oral or electronic notification.
bypasses[40 CFR • Within7calendardays,a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass.
(e)Noncompliance • Within 14 hours,an oral or electronic notification. J
with the conditions • Within 7 calendardays,a report that contains a description of the PARKING SPACE PAVEMENT MARKINGS O
of this permit that noncompliance,and its causes;the period of noncompliance, SIGNAGI
may endanger including exact dates and times,and if the noncompliance has not ACCESSIBLE PARKING REQUIREMENTS (MUST NOT OBSTRUCT 7-
health or the been corrected,the anticipated time noncompliance is expected to ACCESSIBLE ROUTE) ACCESSIBLE ROUTE
environment[40 continue;and steps taken or planned to reduce,eliminate,and MINIMUM NUMBER MINIMUM NUMBER OF (SEE NOTE 2)
FR 122.41 I 7 TOTAL PARKING SPACES OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED
C
()( )] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6). PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE SEE STD. NO U
• Division staff may waive the requirement for a written report on a 50.09 FOR
1 TO 25 1 1 DIMENSIONS
case-by-case basis. s' a'MIN. 6'
26 TO 50 2 1
51 TO 75 3 1 ONE OUT OF EVERY *NOTE
SIX (6) ACCESSIBLE ALL HANDICAP SPECIFICATIONS SHALL BE
INSTALLED AS PER A.D.A REQUIREMENTS.
76 TO 150 4 1 "' S' 6• B. B. 6' 6' REQUISPACESRED TONE,BUT NOT
IS
V ACCESSIBLE RAMP AT BUILDING SIDEWALK (n
101 TO 150 5 1 REQUIRED E E VAN
NCGO 1 SELF-INSPECTION RECORDKEEPING AND REPORTING ACCESSIBLE, PER -
EFFECTIVE: 04/O l/19 151 TO 200 6 1 y�N BAN SECTION 1106.5 OF NOT TO SCALE J
'J 201 TO 300 7 2 ACCESSIBLE
ACCESSIBLE
NC STATE BUILDING
(OPTION 1) (OPTION 2) CODE `
301 TO 400 8 2 C' Z
401 TO 500 9 2
1 IN EVERY 6 O © © �� 2"SURFACE COURSES-9.56)
501 TO 1000 2% OF TOTAL ACCESSIBLE SPACES
MUTCD o 0 6"CRUSHED AGGREGATE BASE COURSE
20 PLUS 1 FOR 1 IN EVERY 6 VAN 1-8P N
lylo MUTCD RESERVED
1001 AND OVER Acc EssIBLE 12"x6"
EACH 100 OVER 1000 ACCESSIBLE SPACES R7-1 PARKING Z
12"x18" MUTCD / / / / / / / / / / /
REFERENCE: SECTION 1106 OF INC BUILDING CODE RESERVED PARKING ® R7-8 COMPACTED/�\\�\/�\\�\/�\/�\/�\/�\/�\/�\\ \/% ( 5% STANDARD PROCTOR) O
NOTES: PARKING MUTCD ANY 1z"x1s" ( )
1. ALL ACCESSIBLE SIGNS (R7-SP, R7-6, R7-1, AND 50.10C) SHALL BE 12"xl8" TIME O
MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (PER ® IL 2PRIVATE, ON-SITE USE ONLY, NOT FOR USE IN PUBLIC ROW. Q U GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN
AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT STANDARD LIGHT DUTY PAVEMENT SECTION
THE NCG01 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER EXPECTED TO USE. OPTIONAL MAxIMUM
1. Maintain vehicles and equipment to prevent discharge of fluids. AccEsleLE PENA�T,, cLosM so.loc
Implementing the details and specifications on this Ian sheet will result in the construction +� 2. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA,THEN RAMPS ARE REQUIRED LOADING $2so 12"xs"
P g P P 2. Provide drippans under an stored equipment. o o B A ZONE SIGN
,m • AT LOADING ZONE AREA. MAINTAIN MIN. 4' WIDE CONTINUOUS PASSAGE. NOT TO SCALE
activity being considered compliant with the Ground Stabilization and Materials Handling a .- o o nAnw
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from their• m MA IMUM
w �� 0 0 m•o 3. VERTICAL CLEARANCE FOR VANS MUST BE GREATER THAN 98-INCHES. PENAu v CLDSM 50.10C
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The `�' m; o o s� 12"xs"
project. 0 xz,L, EXPANSION JOINT (8'-10' O.C.)
permittee shall comply with the Erosion and Sediment Control plan approved by the 0 0 4. THIS DETAIL IS TO PROVIDE GENERAL GUIDANCE FOR PARKING LAYOUT AND
4. Collect all spent fluids,store in separate containers and properly dispose as 0 0e o " DESIGN; REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SEE STANDARD NO. 50.10C FOR ..
delegated authority having jurisdiction.All details and specifications shown on this sheet P P P P y P U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLNA DEPARTMENT OF SUPPLEMETAL SIGN DETAIL z IN. 1" DEPTH
hazardous waste(recycle when possible). B TRANSPORTATION SUPPLEMENT AND NC BUILDING CODE FOR ADDITIONAL Q O
may not apply depending on site conditions and the delegated authority having jurisdiction. m*� �� s, ,w INFORMATION. z'• ��4000 P.S.I. CONCRETE
5. Remove leaking vehicles and construction equipment from service until the problem roacr ', _SECTIN A-A D-
has been corrected. rcrwL L•uTm a,umco a r¢Ln 'ays0 9arxe°rr£mu' `"` ""�"
SECTION E:GROUND STABILIZATION w 6"x6" WZ.OxWZ.O W.W.F. REINFORCING
IFAGES TJ%6 1ME SIRUEILRY
.AID IFAGES J9 61ME SIMLnLRY f/I•rITY 1•PN•V�AOrOWTE LL.I
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products �,,,,,,r A�,, ' ' ' MIN. 2" DEPTH
Required Ground Stabilization Timeframes elefl y � Apari �m� eLet1 wno•ssr�a•n NOT TO SCALE G0
to a recycling or disposal center that handles these materials. aEw.xwaovm,smu¢brnct�. acocarevAuartstmcru• _ O�
•cos m.c nrA..xwao vox
Stabilize wit ant is 6"CRUSHED AGGREGATE BASE COURSE
many calendar BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE ACCESSIBLE PARKING AND
Site Area Description Timeframe variations xormuxr 01• "• " "• "• "• ALTERNATE BID titi'111t�rr
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE \ 1/��%AI./X"/X"/��%�� ( ) kt *
land disturbance SIG NAG E STANDARDS 50.10A 18 % i��i��i��i��i��i��i � ' " ` .. t 1. Never bury or burn waste. Place litter and debris in approved waste containers.
.. r
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers e. dum ster,trash CONCRETE WASHOUTS ���������������� COMPACTED SUBGRADE w E
( g P \�i\fir\fir\fir\fir\fir\fir\fir\�i\�i\�i, w �=•
S Y
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. (95% STANDARD PROCTOR)
1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local PRIVATE, ON-SITE USE ONLY, NOT FOR USE IN PUBLIC ROW. = -
(b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. y �
(HQW)Zones 7 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in i #� }
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on im impervious barrier and within REINFORCED CONCRETE DETAIL , '-��rwr � 4
(c) Slopes steeper than If slopes are 10'or less in length and are P p
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. NOTE: NOT TO SCALE
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an ff��rr�Lr5155kt
6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact our approval authority for .dry SUPPLEMENTAL VAN ACCESSIBLE SIGN (R7-BP) USED IF THERE IS ONLY
-7 days for slopes greater than 50'in g g p Y pp Y 12' � ONE REQUIRED ACCESSIBLE PARKING SPACE (MUST BE VAN ACCESSIBLE)
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two AND AT EACH ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE STD.
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. No. 50.1OB)
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk -i- '/6" GENERAL NOTES:
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or A VA NLE -SIGN R7-8P
(CLDSM 50.108) 1. A GROOVE JOINT 1" DEEP WITH 1 8' RADII SHALL BE REQUIRED IN THE CONCRETE
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must / '
7 da s for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. RESERVED ` SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT
� INTERVALS OF NOT MORE THAN 45' AND MATCHING EXPANSION CONSTRUCTION JOINT IN
y P 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it MAXIMUM PARKING ADJACENT CURB. A SEALED 1 2" EXPANSION JOINT WILL BE SQUIRED WHERE THE
e Areas with slopes ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
(e) p can be shown that no other alternatives are reasonably available. At a minimum, 4^ •.z: . •e • SIDEWALK JOINS ANY RIGID STRUCTURE.
flatter than 4:1 14 10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface P' <�.. . 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
install protection of storm drain inlet(s)closest to the washout which could receive -SIGN R7-6
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. PENALTY ••:a 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A MINIMUM OF 6'. WIDTH
3. Contain liquid wastes in a controlled area. p [•<. •J OF SIDEWALKS IN THE CENTRAL BUSINESS DISTRICT WILL BE DETERMINED BY THE CDOT.
Note:After the permanent cessation of construction activities,any areas with temporary q 7. Locate washouts in an easily accessible area,on level ground and install a stone • 4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL BE BASED ON TYPICAL
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the STREET SECTION, A MINIMUM OF 5'. SIDEWALK TO BE POURED TO END OF RADIUS AT
" INTERSECTING STREETS.
practicable but In no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. 3/s (TYPICAL)
PP g y 2 5 O GROOVE JOINT IN SIDEWALK 5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. - "
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project 6. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS WHICH SHALL
surface stable against accelerated erosion until permanent ground stabilization is achieved. g g P ) MAXIMUM
3/8" (TYPICAL) SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
limits. Post signage on the washout itself to identify this location. PENALTY -SIGN CLDSM #50.10C 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY
PORTABLE TOILETS a GS20 - 3 7.6 $ 250
GROUND STABILIZATION SPECIFICATION 9. Remove leavings from the washout when at approximately 75/o capacity to limit ENGINEER.
1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural B. JOINT MATERIALS SHALL LIMIT SHRINK/SWELL SO POST CONSTRUCTION INSTALLATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot 1/8" RADIUS RESULTS IN A MAXIMUM OF 1/4" FROM FLUSH. W techniques in the table below: components when no longer functional. When utilizing alternative or proprietary
q offset is not attainable,provide relocation of portable toilet behind silt fence or place w
products,follow manufacturer's instructions. � Q
Temporary Stabilization Permanent Stabilization on a gravel pad and surround with sand bags. z EXAMPLE SIDEWALK CONSTRUCTION DIMENSIONS:
10. At the completion of the concrete work,remove remaining leavings and dispose of LEGEND AND BORDER - GREEN
•Temporarygrass seed covered withstraw or • Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets durin periods of hi h winds or in hi h BACKGROUND - WHITE a <' 1/8"TO 1/4"
other mulches andtackifiers other mulches and tackifiers g g P g P g g in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance ^ :• ,•:. WIDTH B16E CROSS-SLOPE
foot traffic areas. caused b removal of washout. Of o ; a' i" 1.ss% W
• Hydroseeding •Geotextile fabrics such as permanent soil Y n
3. Monitor portable toilets for leaking and properly dispose of an leaked material. o 'a . 5' 1" 1.67%
• Rolled erosion control products with or reinforcement matting p g p p Y p Y SIGN APPROVED FOR USE UNDER GENERAL STATUTE 20-37.6 z 4" • ° !a.`•,.'d 6' 1-4" 1.56%
without temporary grass seed • Hydroseeding Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace 6' 1-4" 1s6% _
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered with properly operating unit. v'� < .,. 1/2" EXPANSION JOINT ' ^
• Plastic sheeting with mulch HERBICIDES PESTICIDES AND RODENTICIDES THIS PENALTY SIGN IS REQUIRED TO ACCOMPANY ALL R7-8 rn ••° w. w v J
' PARKING SIGNS ERECTED AFTER DECEMBER 31,1990 twL °'�
• Uniform and evenly distributed ground cover v FINISHED GRADE r
1. Store and apply herbicides,pesticides and rodenticides in accordance with label JOINT FILLER 1.50% (2.00% MAX.)
sufficient to restrain erosion EARTHEN STOCKPILE MANAGEMENT o�
•Structural methods such as concrete,asphalt or restrictions. ...,..•. E5
-r
p 1. Show stockpile locations on plans. Locate earthen material stockpile areas at least 1/2" Mtn
retainingwalls 2. Store herbicides,pesticides and rodenticides in their original containers with the TRANSVERSE EXPANSION ' f`�'�PROPOSED CURB & GUTTER
• Rolled erosion control products with grass seed 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of CR
and surface waters unless it can be shown no other alternatives are reasonably accidental poisoning. JOINT IN SIDEWALKavailable. PROPOSED 4" CONCRETE SIDEWALK
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. possible
not store herbicides,pesticides and rodenticides in areas where flooding is NOT TO SCALE
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,stormwater drains,ground water DETAILS SHOWING EXPANSION JOINTS
g P g P or surface water.these materf a spill ials clean
area immediately. SUPPLEMENTAL ACCESSIBLE IN CONCRETE SIDEWALK
1. Select flocculants that areappropriate for the soils bean exposed during 3. Provide stable stone access Dint when feasible. 4. Do not stockpile these materials onsite.
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance SIGN NOT TO SCALE
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined 50.1 OC 18
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. CONCRETE SIDEWALKS 1. Create designated hazardous waste collection areas on-site. STD. No. I REV
4. Provide ponding area for containment of treated stormwater before discharging 2. Place hazardous waste containers under cover or in secondary containment.
offsite.f1 0.22 15 C 4 . 2
5. Store flocculants in leak proof containers that are kept under storm resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
or surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19

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VAN ♦SIGN R7-BP w
ACCESSIBLE
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PARKING
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MAXIMUM wo o z
PENALTY o
—SIGN CLDSM #50.10C z II w o
$ 250 �_ >
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DIMENSIONS (INCHES) p
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12 6 3/8 3/8 1-1/2 1-1/2D 1/2 1D 2-1/2 4 1-1/2 q w J
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,INCREASE SPACING 50% Z a o - o o N
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) w FINISHED GRADE U ~ o Ln Q 1 m
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SERIES D LETTERSL Ce DO LY. N U Iii Iii
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LEGEND AND BORDER - GREEN \ \\j //\\y ! \\ �/I280 -2
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BACKGROUND - WHITE \//�\ \/�\ QYo ��O� � 33`Ln (�Jaii 3 zz
NOT TO SCALE
SUPPLEMENTAL VAN ACCESSIBLE F-I PRELIMINARY NOT
SIGN R7-8P STD. NO. FOR CONSTRUCTION
C � 50.10E 18
ISSUED FOR
F—I
BIDDING
F—I
ISSUED FOR
PERMIT O
■ISSUED FOR
NOTES:
CONSTRUCTION
1. BACKFLOW PREVENTION ASSEMBLIES(BPA's)SHALL CONFORM TO CLT WATER LU o
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED Q o w
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED. U s
REFER TO CLT WATER APPROVED LIST OF BPA's. (n o
0 a o
2. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER N
STANDARDS&SPECIFICATIONS. z
3. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CLT WATER ENCLOSURE
INFORMATION-HEATED INSULATED ENCLOSURE IS RECOMMENDED. 0 Z
NO INSULATION SHALL BE WRAPPED AROUND BPA. Z
4. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL AND MUST BE Z:) J
REDUCED PRESSURE OUTSIDE OF ZONING SET-BACK/DIRECTLY BEHIND METER. W Q O
J
SHUT-OFF VALVE#1 PRINCIPLE ASSEMBLY SHUT-OFF VALVE#2 5. THERE SHALL BE NO TAPS,PIPING BRANCHES,UNAPPROVED
CHECK VALVE#2 BYPASS PIPING,HYDRANTS,FIRE DEPT.CONNECTION POINTS,OR
OTHER WATER-USING APPURTENANCES CONNECTED TO THE U w
CHECK VALVE#1 SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER-REQUIRED BACKFLOW PREVENTER. fl� 0 / 1
STRAINER 6. EACH CLT WATER-REQUIRED BPA IS REQUIRED TO BE TESTED BY A
RECOMMENDED _ \ CLT WATER-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.TEST RESULTS SHALL BE SUBMITTED TO CLT WATER w Q
FLOW— WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING RESULTS TO fl� =
HINGED ACCESS OR I CLT WATER. 04
REMOVABLE INSULATED�I I TYPE K OR L COPPER TUBING 7 ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER06
ENCLOSURE MEETING ASSE PIPE OR GALVANIZED STEEL
1060 SPECIFICATIONS. PIPE FOR MIN.OF 5'ON EACH REQUIREMENTS,REQUIRE PRIOR APPROVAL _ V J
ENCLOSURE TO INCLUDE I TEST I END OF THE ASSEMBLY. FROM THE APPROPRIATE CLT WATER BACKFLOW INSPECTOR. � N O
COCK#1jjj
DRAIN PORT(S)PER CLT WATER I I SEE NOTE#2 r
REQUIREMENT. I Z XQ POINTLOWE I a Z
< OR RELIEF �� r<
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VALVE I Q
N O OUTLET
SLOPE GROUND I � M I SLEEVE REQUIRED W
AWAY FROM (Ty P.) U
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_ _ _ _ ABOVEGROUND C
—���— �I1 ���I ZONING w G
SETBACK W O
SLEEVE REQUIRED(TY� ——— ——— W O
SEE U
MIN.4"THICK PROPERTY NOTE#4&#5
CONCRETE LINE LU Z
SUPPREQUIRED
D B PAD REQUIRED F_ J 0
REQUIRED BY - - H
DESIGNER CLT WATER ? F W
METER ' W
0 W
PUBLIC 3 F_ 0 a
WATER F-
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MAIN 0 Z O O
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NOTES: NOTES:
SEE APPROVED TREE 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
I
PRESERVATION PLAN FOR 2. LANDSCAPING PUNS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES. 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY.
REQUIRED RADIUS 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
OF TREE BARRIER FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
3. STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON
REQUEST OF IST.
4. REMOVE EXCESSSS SOIL FROM SITE AND DISPOSE OF IN A
LEGAL MANNER. J
5. RESEED UNMULCHED, DISTURBED AREAS.
3/4•NYLON STRAP NOTES: �,�HAR
6•SUP KNOT WITH STOP KNOT.
B'LARGER THAN TREE DIAMETER
1. SCARIFY ROOT MASS OF
ROOT CROWN To CONTAINERIZED PLANT MATERIAL 2-3"LAYER OF 3-B•FROM ROOT BALL EDGE
BE AT FINISH GRADE MULCH AWAY FRDA APPROVED MULCH BACKFLL AS SPECFIED
TRUNK 1•TO z• 2, INSTALL CONTAINERIZED PLANTS AT
PLAN VIEW OF ROOT ZONE BONHIGHUTSIDE OFERDOT�" FINSHED GRADE
4"MAIOMUM DYER OF MULCH
3. TAMP PLANTING MIX FIRMLY
3-1"xz'xIB•WOOD STAKES
WITH CENTERED 3/8•HOLEAS PIT IS FILLED AROUND
DRIVEN IN LINE WITH STRAP EACH PLANT BALL
ONE FOOT FOR EACH EOUALLY SPACED AROUND TREE FINISH GRADE I '
INCH OF TRUNK DIAMETER - 4. OMIT COLLAR AROUND EACH SHRUB LJJ
OR 1/2 HEIGHT OF TREE j +=: Q
FOR PRUNING SEE WHICHEVER IS GREATER .ti-rr:r` WHEN IRRIGATION SYSTEM IS PRESENT.
INTERNATIONAL SOCIETY z �.t �� "^ ,
B'MINIMUM WIDTH c 'yr;� ;;c»",MW 5. SOAK EACH PLANT BALL AND
OF ARBORICULTURE SPECS. FOR 2"CAL TREES r
6"BARK MULCH,PLACE BARK 'ax. .+.- BACKFlLL AS SPECIFIED PIT IMMEDIATELY AFTER
REMOVE TYPICAL EXCESS SOIL
Ir MULCH AT AREAS NOT FROM ROOT DROWN " INSTALLATION. W
DEAD TREES AND SCRUB OR UNDERO PROTECTED BY BARRIER.
GROWTH SHALL BE CUT FLUSH WITH•I REMOVE TOP 1/3 BURLAP UN=RBED SqL UNDISTURBED SOIL uMe ADJACENT GRADE. NO GRUBBING AND ANY NaL/3
R BU,Era
EMOVAL ALLOWED UNDER DRIP LINE.
ROOT BALL DIA. 72• ROOT BALL
2"x4" STANDARDS + 1"x4" RAILS BASKET WEREWHERE TOP PRATE VARIES
OR ORANGE SAFETY FENCING o
MAY BE USED. in - \_
L I I I I I I II'I I I I I I I I I I I- I I 'Il RASE PIT BOTTOM TO SET ROOTSOIL
CROWN
AT THE CORRECT HEIGHT.FIRM SqL UNDER ROOT BALL.
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004)
FOR EXAMPLE: CALIPER HEIGHT(RANGE) MAX.HEIGHT MIN.ROOT BALL DIA. MIN.ROOT BALL DEPTH
'2" 12-14' 16 24" 16"
3" 14-16' 16' 32" 21" NOT TO SCALE
TREE PROTECTION DETAIL
40.02 1 TREE PLANTING INDIVIDUAL
0 (FOR SINGLE AND MULTI—STEM TREES) 140.011 SMALL SHRUB/TREE PLANTING 40.056 9
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PRE-TREAT SECTION 3/16"0 HOLES �I 6 «�� OF CONN.
\ \ ANGLE
PRECAST BOLT, HILT] KWIK
CONC. BOX , � \/ BOLT, 4"EMBEDED
ALL STORM DRAIN �° N �\ (2) REQ'D PER w w 0
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5 S ON CONCRETE <BASE << CONN.ANGLE o� a a a
5" DEADMAN <'L 1 '<; L6x6x1 2"x8" CONN. ANGLE w
3000 psi w
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TYPICAL ANCHOR FASTENING SECTION o10�� " rR
NOTES: w 2.Y o 3
NOT TO SCALE rr�rr�eo L m 3 zz
1. MORTAR JOINTS = 1/2" t1/8" THICK. V V``^ v a U_ 3
ALL PIPE OPENINGS TO BE MORTARED AT INVERTS.
2. ALL CONCRETE TO BE 3600 P.S.I.
MINIMUM 574 SF 3. THE POURING OF BASE SLAB TO BE ACCOMPLISHED BY FORMING. ❑PRELIMINARY NOT
SURFACE AREA 4. ALL CATCH BASINS OVER 3'-6" IN DEPTH SHALL BE PROVIDED FOR CONSTRUCTION
WITH STEPS AT 1'-2" ON CENTER VERTICALLY.
SAND FILTER
CLEANOUT PVC PIPE 5. CONCRETE BLOCK OR JUMBO BRICK WILL BE PERMITTED.STRUCTURE MAY BE PRECAST ISSUED FOR
INTEGRAL
TO BE CAPPED WITH WEIR PLATE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS..P BIDDING a)
SCREWED WITH GLUED FOR 8'-0" IN DEPTH OR LESS USE 8" WALL. OVER 8'-0" ISSUED FOR
FITTINGS OF SCREW 6 PERFORATED UNDERDRAIN 6. IN DEPTH USE 12" WALL TO 6 FT. FROM TOP OF WALL, AND PERMIT
WRAPPED IN FILTER FABRIC 8" WALL FOR THE REMAINING 6 FT. OF WALL. Q
TYPE. WITH CLEANOUTS ON BOTH 7. ALL PIPE IN DROP INLET STRUCTURE SHALL BE STRUCK EVEN ■ISSUED FOR
WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. CONSTRUCTION
ENDS 8. DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION
CONTROLS AND FILTER MEDIA ARE INSTALLED
ACCESS MH
776, 4'X6' (INSIDE) PRE-CAST VAULT Q
C�0 6" THK. WALLS, MIN, W/ MH COVERS Z
00 CLEANOUT PVC PIPE AND STEPS BOTH SIDES AT 18"O.C. J
0 \ TO BE CAPPED WITH O
SCREWED WITH GLUED 6' m
2(TWO) SECTIONS OF 116' LONG O% SLOPE, TOTAL 232' ��\ FITTINGS OF SCREW MH RIMS: 766.10 U
TYPE.
128" X 83" ALUMINIZED TYPE I STEEL ARCH PIPE (ASTM ���� INSIDE TOP BOX
A760)(AASHTO M36) BY LANE ENTERPRISES OR 764.78
69
APPROVED EQUIVALENT. GAUGE THICKNESS TO BE �\\ 4' MASONRY WEIR Ca? OF BOX SIDE OF B m
DETERMINED BY MANUFACTURER, SHOP DRAWING �\\ CENTERED IN 6 - m
ISOMETRIC VIEW J O
SUBMITTAL REQUIRED FOR APPROVAL. INSTALLATION OF ONE SECTI❑N Z
SHALL BE IN ACCORDANCE WITH PIPE SUPPLIER OF SAND ��� 36'c C!)
SPECIFICATIONS AND DETAILS, INCLUDING PIPE FILTER/DETENTI❑N � �''° 36"DETENTION
TI FROM
BEDDING AND PROTECTION FROM CONSTRUCTION /�y " Q �
NTION INV=759
5 PVC C�? 759.00
LOADING. MINIMUM 1 .5' COVER BENEATH 6" REINFORCED \�s62s
CONCRETE.
24"RCP U
6"SOLID PVC @ 0.5% _/INV=75 .20 Z
BTWN PIPE AND BOX ° ° INV= 756.2 Q
763.69 763.69 °
9'X9'X2' DEEP Q
a . a :, . CONCRETE DEADMAN m
°. BY FORMING.SEE
ANCHOR FASTN. DTL.
`%t,��1fiU 1111IIN
6" STONE BASE
CONTROL BOX
NOT TO SCALE 1072 _
SHOP DRAWING SUBMITTAL REQUIRED FOR APPROVAL.
I
9.9' 7.44'
3-24" CMP 3 M I N.' NOTES: wz
CARRIER 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECNON
TO BE DESIGNED BY THE ENGINEER.
PIPES 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
NO WEIR PLATE OF THE PIPE CULVERT AT THE DISCHARGE OUTLET A MAXIMUM SLOPE OF
2U AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
REQUIRED ON 2 N D PIPE SAND E L: 757.75 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE �.
". ' ' APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. ..
i e e
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM 9 -
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 51
SEDIMENT CHAMBER(FORE BAY) I 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING I wl I �I
CHANNEL SHALL NOT BE ALLOWED. END of APRON
B. NOWIL BEND BE S
ES IN THE HORIZONTAL ALIGNMENT OF THE APRON
INV: 756.25 INV: 756.25 PLAN
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP. LLJ
18"SAND FILTER MEDIA 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL 0 x SLOPE
6" PERFORATED PVC MUST BE STABILIZED.
(ASTM C- 33 OR WRAPPED IN FILTER _
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR t'MIN•
EQUIVALENT) CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. t'MIN.
FABRIC 1_S" FILTER FABRIC UP
OUTLET LO Wl W2 •'f H ELEVATION (IF NEEDED)
1 12' 14' 3' 1.125' 1.34'
NATURAL GRADE
RIP RAP
18 8 " x 8 3 „ 10.29 ,; M-^?;.. _ -
12 8 ' x 8 3 T(THICKNESS)=10"MIN.
• d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL"
NOMINAL PIPE dmax - 1.5xd50
NOMINAL PIPE T= 1.5 X dmax. NOTE: LAYER OF FILTER FABRIC
T(min.)-10" MINIMUM H�2/3 PIPE DWAETER
SECTION B-B
ARCH RIPRAP APRON AT PIPE OUTFALLS
ARCH C 4 . 4
UPSTREAM OTHER THAN AT SWIM
DOWNSTREAM

IRRIGATION NOTES PLANTING SCHEDULE N N
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** QUANTITIES ARE FOR CONVENIENCE ONLY, CONTRACTOR IS RESPONSIBLE FOR ACTUAL PLANT MATERIAL SHOWN ON PLANS.
1. PROVIDE AND INSTALL A MULTI-ZONE IRRIGATION SYSTEM WITH ELECTRONIC PROGRAMMABLE CONTROLLER FOR ALL AREAS ON LOT 1 TO RECEIVE SYM. QTY. BOTANICAL NAME COMMON NAME ROOT/CONTAINER HEIGHT/SIZE COMMENTS
PLANTING. ALL TREE, SHRUB AND GROUNDCOVER PLANTINGS SHALL RECEIVE DRIP IRRIGATION. ALL TURF AREAS SHALL RECEIVE SPRAY IRRIGATION.
A SHOP DRAWING SUBMITTAL FOR THE IRRIGATION SYSTEM IS REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION. IRRIGATION SHOP DRAWING SHALL
BE PREPARED BY AN IRRIGATION ASSOCIATION CERTIFIED DESIGNER. IRRIGATION DESIGN AND CONSTRUCTION SHALL INCLUDE ALL NECESSARY ELECTRICAL SM 7 ACERxFREEMANII 'JEFFERSRED' AUTUMN BLAZE SUGAR MAPLE B & B 2-2.5" CAL, MIN. 8' TREE W
AN PLUMBING, N
INCLUDING IRRIGATION METER AND BACKFLOW PREVENTER. SO 16 QUERCUS SHUMARDII SHUMARD OAK B & B 2-2.5" CAL, MIN. 8' TREE o
NS 7 ILEXx'NELLIE R. STEVENS' NELLIE R. STEVENS HOLLY B & B 2-2.5" CAL, MIN. 8' TREE 0
2. PROVIDE AND INSTALL A SEPARATE MULTI-ZONE IRRIGATION SYSTEM WITH ELECTRONIC PROGRAMMABLE CONTROLLER FOR THE POA AREAS TO RECEIVE W
PLANTING, INCLUDING PLANTING STRIP AND STREET TREES ALONG STEELE CREEK ROAD AND THE INTERNAL PRIVATE STREET. COORDINATE METER AND a rz
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BACKFLOW LOCATIONS AND SIZES AND THE SUPPLY LINE SIZE FOR THIS SYSTEM WITH THE POA REPRESENTATIVE SUCH THAT THE SYSTEM MAY BE z
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EXTENDED IN THE FUTURE TO SERVE ADDITIONAL POA LANDSCAPED AREAS. ALL TREE, SHRUB AND GROUNDCOVER PLANTINGS SHALL RECEIVE DRIP IRRIGATION.
�NPH �171 ILEX CORNUTA 'NEEDLEPOINT NEEDLEPOINT HOLLY 7 GAL or B&B 36"T X 36"W MIN. 5' O.C. SHRUB
ALL TURF AREAS SHALL RECEIVE SPRAY IRRIGATION.
A SHOP DRAWING SUBMITTAL FOR THE IRRIGATION SYSTEM IS REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION. IRRIGATION SHOP DRAWING SHALL
BE PREPARED BY S it N
AND PLUMBING, IN LUDING IRRIGATION METER AND BACKFLOW PREVENTER.
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PLANTING NOTE / �\ ,`S9 \ c^ \ =n < o
1. ALL PLANTS SHALL AEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN "THE AMERICAN STANDARDS FOR NURSERY / S� G•'cPj, o a a a
STOCK" BY THE AM RICAN ASSOCIATION OF NURSERYMEN, INC, WASHINGTON, D.C. / w
2. ALL PLANTS SHALL 3E COMPACT, UNIFORM, AND WELL GROWN. PLANTS SHALL NOT BE LOOSE, OPEN PLANTS. THE / \ \
CLIENT'S LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY AND ALL MATERIALS WHICH DO NOT MEET / a 'm
THESE REQUIREMEN \ m o
3. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" THICK COMPOSTED/MILLED PINE BARK. / \ \ \ 4t^ \ W z
4. ALL PLANTS SHALL E FREE FROM DISEASE, INSECT INFESTATIONS, AND INJURIES. / u1� \ w a H
5. ALL PLANT BEDS SHALL HAVE A 4" V-CUT TRENCH INSTALLED AT THE PERIMETER OF THE BED. / ^ \ \ a o a
6. CONTRACTOR MUST ROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PLANT MATERIALS FROM THE DATE OF FINAL
ACCEPTANCE BY THE LANDSCAPE ARCHITECT.
7. THE SPECIES, VARI ES, AND SIZE LISTED SHALL BE PROVIDED AS SPECIFIED. SUBSTITUTIONS WILL BE PERMITTED ONLY E c;
UPON WRITTEN APP CATION BY THE CONTRACTOR TO THE LANDSCAPE ARCHITECT, AND WHEN APPROVAL BY SAID / \ \ \ \ , 1 o W g
LANDSCAPE ARCHITE T IS IN WRITING. ` \ V o m
8. SYMBOLS: B&B = B LLED AND BURLAPPED; O.C.=ON CENTER; GAL.=GALLON CONTAINER, M.S.=MULTI-STEM; � \ 4 Z o o o o N
HT.=HEIGHT, CAL.=C LIPER.
9. THE LANDSCAPE CO TRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS ILLUSTRATED ON THE PLANTING PLAN. IF � \ �-A N N uN, w N
ANY DISCREPANCIES EXIST BETWEEN THE QUANTITIES LISTED ON THE PLANT LIST AND THE QUANTITIES SHOWN ON THE PLAN, / / \ \ U o z u? L.� �o
THE CONTRACTORS IALL PROVIDE ALL QUANTITIES ILLUSTRATED ON THE PLAN. IF ANY PLANTS ARE SHOWN NOT LABELED, / r 00
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THE CONTRACTOR S ALL VERIFY THE PLANT IDENTITY WITH THE LANDSCAPE ARCHITECT AND THESE PLANTINGS SHALL / / \\ \\ Owf0 ^�u r\ o, 0-:
BE INCLUDED IN TH CONTRACTOR'S INITIAL BID. 100, /� O T� \ \ \ W �,✓ aY ° 3 ��
10. SOIL AMENDMENTS HALL BE UNIFORMLY SPREAD AND CULTIVATED THOROUGHLY BY A MECHANICAL TILLER INTO THE TOP 8" � / p 0.1, \ \ \ 80 s° m 3 zz
OF SOIL THROUGHO T SHRUB BEDS. 100,
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1 1. THE LANDSCAPE CO 4TRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND THE OWNER IN WRITING OF ALL SOIL / / /
CONDITIONS THE CO 4TRACTOR CONSIDERS DETRIMENTAL TO THE GROWTH OF PLANT MATERIALS. PROPER DRAINAGE MUST / /
/
BE ASSURED. /// /
12. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB BASE AND CONSTRUCTION DEBRIS BEFORE PREPARINGPRELIMINARY NOT
SOIL AND PLANTING TREES. � / / �j, \ t3:
13. NO TREE SHALL BE PLANTED ON A SLOPE GREATER THAN 3:1 .01/ /// / �� \ ��O\��\ \ FOR CONSTRUCTION
14. PROVIDE AND INSTA PREPARED PLANTING BED FOR ALL AREAS SHOWN TO RECEIVE PLANTING. TOP 8" SHALL BE 25%
WELL DIARY COMPO ED COW MANURE AND 75% NATIVE TOPSOIL, THOROUGHLY MIXED (2" LAYER OF COMPOSTED DAIRY / / ��ti \ Q
COW MANURE RORO ILLED TO 8" DEEP). PREPARED SOIL SHALL BE FINE TEXTURED AND FRIABLE AND RAKED TO CREATE / / // \ \ \ `��9\ \ �^ \ ❑ISSUED FOR cp
A SMOOTH SURFACE MULCH COMPLETED PLANTING BED W/ 3" THICK LAYER OF MILLED, COMPOSTED PINE BARK MULCH. / / /� F \ ��' \ Ot^\ BIDDING (1)
15. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH CMLD STANDARD 40.01, SEE DETAIL 40.01, SHEET C4.3 �tn69\ \ \
16. LANDSCAPE CONTRA TOR MUST PROVIDE BILL OF SALE OR NURSERY DOCUMENTATION FOR ALL PLANTS SOURCED FOR THIS / %\
PROJECT AS A REQUIRED SUBMITTAL TO VERIFY THAT THE PLANTS USED IN THIS PLANTING ARE TRUE TO THE SPECIES, SIZE / / • \ n�� u1 \ ❑ISSUED FOR
AND CULTIVAR/SELE TION SPECIFIED. ANY TREE OR PLANT FOUND TO BE OTHER THAN THE SPECIFIC CULTIVAR/SELECTION SPECIFIED / ,/� / \\ °°O \���y\� \ PERMIT O
SHALL BE REMOVED AND REPLACED WITH THE CORRECT CULTIVAR/SELECTION AT THE CONTRACTOR'S EXPENSE. / o
17. URBAN FORESTRY STAFF WILL INSPECT THE CONDITIONS OF EXISTING REQUIRED TREES FOR DAMAGES AND HEALTH BEFORE FINAL CO.
ISSUED FOR
M \\ A \\ \ CONSTRUCTION
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PIN: 5658-02-75-9252 ROWAN COUNTY
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USE: INDUSTRIAL MB 9995/PG 3694
USE: INDUSTRIAL
L 1 1
30 0 15 30 60 120
SCALE: 1" = 30'