SW1190701_The Riveter_19.07.02_7/18/2019

m
F-
U
F-
H
!n
0
Ln
0
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
JUNE 2019
SHEET INDEX
TITLE
COVER
PROJECT MAP, VICINITY MAP & GENERAL NOTES
EXISTING CONDITIONS
EXISTING & PROPOSED VEGETATED AREAS
DEMOLITION & EROSION CONTROL PLAN
LAYOUT PLAN
GRADING & DRAINAGE PLAN
LANDSCAPE PLAN
SITE UTILITIES
STANDARD DETAILS
GROUND STABILIZATION & MATERIALS HANDLING
SELF INSPECTION
SHEET NO.
C1
C2
C2.1
C3
C4
C5
C6
C7
C8-C10
C11
C12
rTT—wT—r—% TTv
!: I
I 11� ridQe 1,
VILLE
!�` - - 1• , "' \ r nisi'-��•
MUhl4 I AIRPORT
PROJECT LOCATION
V ii* • d 4 —�-� e I
Beth l-t M1 Fannln$ 5r4age' f
'� aa• Jn' 1`'s4 ir /
r
.�` 4 d
Co ,.
� r� • � ..tilt' �,II � ti `� ; �� r
4 I'1lI •r
S+ tl
,a
�4
r II,q inps Ch �'Jrrl
y I ) • '�� .l� sry �fii� :FB L$',
A. 1 �� Q JrB 19
v
• 6- � . �' a �' ! II ii . 5 un F` —'k•',f/'� �� r
r•ijF1.,,19 h'P P'rTr
r J 5 1 Iti' t7 R ! L r
UFB
Mill J .I y I
r"' l I <
15 21-f! �, Ica `
-r -' �F a 11 C R_
,.�•- it r�,>G _ ,�f ! r` ,4 � �,,, � �i r - �-. �� �� / II rs' • � � _�
� � 1i ! r �:�� _ ��• U y -� � � A � �.�`� "h ,fir �_
_ - •I'� + �kto
at
�C"allead ' N• + F ill I ' lrt5 � t � � � � rA=� v1
�
• •r ^ i /14 11 �i 't s • + II 4 q 1L 13I
U F
k
4( 2 i7f, P j J 1 ROACJ U 23
� £ �F `� 1 iJ ik, 8(ridge
(' 4
LIS�� � e I _ 'y �I �� � �A� I' '•' J ullyy�,I � I ' �^ s •-.�i
v _
io
VICINITY MAP
NTS
CONTRACT NO.
1011007
2019
FACSIMILES OF LICENSED PROFESSIONAL ENGINEER AND/OR
LAND SURVEYOR SEALS, IF AFFIXED TO THIS DOCUMENT,
SHALL BE CONSIDERED LEGITIMATE ONLY IF SIGNED AND
DATED BY THE REGISTRANT.
I ,
I
� I �
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949)
AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
m CLIENT REVIEW
m BELL (QA) REVIEW
m PERMIT REVIEW
❑ BID DOCUMENTS
❑ RECORD DRAWINGS
bell
McMillan pazdan I smith engineering
ARCHITECTURE NCEF # F-1383
NCLA # C-508
1278 hendersonville road, suite d
ashville, north Carolina 28803
P: 828-774-5499 1 P: 828-774-5498
www.hkbell.com

o�
LEGEND
J
r
I
GENERAL NOTES
J
n 1. THESE NOTES ARE FOR THE PURPOSE OF ASSISTING THE CONTRACTOR WITH A CONVENIENT
JOB -SITE REFERENCE COVERING COMMON, IMPORTANT CONSTRUCTION REQUIREMENTS, BUT
THEY ARE NOT INTENDED TO REPLACE DETAILED REQUIREMENTS COVERED BY THE PROJECT
T DRAWINGS AND SPECIFICATIONS.
2. GENERAL STRUCTURAL NOTES SHALL APPLY TO ALL STRUCTURES UNLESS OTHERWISE NOTED.
3. GENERALLY, ALL CONCRETE SHALL BE CLASS "A" CONCRETE PER NCDOT REQUIREMENTS
L UNLESS OTHER CLASSES ARE DESIGNATED IN THE PROJECT SPECIFICATIONS FOR SPECIFIC
APPLICATIONS, OR UNLESS OTHERWISE NOTED.
4. EXPANSION JOINTS BETWEEN MATERIALS OF DIFFERENT TYPES SHALL BE USED, I.E. CONCRETE
AND ASPHALT, CONCRETE AND BRICK, ETC.
5. WELDED WIRE FABRIC SHALL BE TIED AND SUPPORTED TO FORM A RIGID MAT CAPABLE OF
REMAINING IN PLACE DURING CONCRETE PLACEMENT, AND IT SHALL NOT BE PLACED IN THE
BOTTOM INCH OF THE POUR.
6. EXISTING UTILITIES LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION. CARE SHALL BE GIVEN DURING FIELD LOCATING THE EXISTING
UTILITIES AND ANY DAMAGE SHALL BE PROMPTLY CORRECTED TO THE OWNER AND ENGINEERS
SATISFACTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED
PRIOR TO CONSTRUCTION. NO UTILITY WORK IS INCLUDED IN THIS CONTRACT AND THE COST
OF RELOCATION OF UTILITIES IS INCIDENTAL TO THE PRICE OF NEW SIDEWALK INSTALLATION.
7. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO THEIR ORIGINAL
CONDITION. GRASSED AREAS SHALL BE SEEDED PER THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION (LATEST EDITION).
8. THE MINIMUM WIDTH OF THE SIDEWALK SHALL BE 5 FEET UNLESS OTHERWISE NOTED. THE
MAXIMUM RUNNING SLOPE OF THE SIDEWALK IS 5% WITHOUT HANDRAILS.
9. THE MAXIMUM RUNNING SLOPE OF THE SIDEWALK IS 8.33% WITH HANDRAILS.
10. THE MAXIMUM CROSS SLOPE OF THE SIDEWALK IS 1.57. +/- 0.57...
11. TRAFFIC CONTROL SIGNS SHALL MEET MUTCD REQUIREMENTS, LATEST EDITION.
12. CONTRACTOR SHALL MAINTAIN AND CONTROL TRAFFIC DURING CONSTRUCTION.
13. REMOVAL AND DISPOSAL OF CONTRACTOR'S DEMO DEBRIS, DRIVEWAY OR STRUCTURE IS
INCIDENTAL AND WILL BE INCLUDED IN CONTRACTORS UNIT PRICE BID FOR SIDEWALK
CONSTRUCTION.
14. EXISTING FENCING REQUIRED TO BE REMOVED AND REPLACED AT RIGHT OF WAY SHALL BE
MADE WITH NEW MATERIALS OR EQUIVALENT TYPE OF CONSTRUCTION AT NO ADDED COST TO
OWNER OR PROPERTY OWNER.
15. CONTRACTOR SHALL INTERCEPT AND DIVERT ALL EXISTING DRAINAGE AWAY FROM EXISTING
HOMES, AND SHALL MAINTAIN A MINIMUM OF 2% SLOPE AWAY FROM FOUNDATION.
16. SIDEWALKS SHALL HAVE TOOLED JOINTS NOT LESS THAN 1 INCH IN DEPTH AND 1/2"
PREMOLDED EXPANSION JOINTS SPACED AT 2X THE THICKNESS OF THE POUR IN FEET.
17. NO MATERIAL IS TO BE STORED ON STREETS OR ROADS AND ALL IS TO BE CLEARED AND
REMOVED NIGHTLY.
18. COMPACTION TESTING: ANY EARTHEN FILLS OVER 6" WILL REQUIRE ONE TEST PER 200
LINEAR FEET OF FILL. COMPACT TO 95% OF STANDARD PROCTOR.
19. CONCRETE CYLINDERS ARE TO BE TAKEN EVERY 50 YDS. OF POURED CONCRETE.
CONTRACTOR RESPONSIBLE FOR COST OF SAMPLING AND TESTING. SAMPLING TO BE PER ACI
301, 318 & ASTM C 31.
20. PAVEMENT STRIPING SHALL MEET NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION).
21. ALL CROSSWALKS MUST BE IN WHITE STRIPING. CROSSWALKS ACROSS STATE ROUTES MUST
BE 1 FT. WIDE PARALLEL STRIPING (6 FT. OUT TO OUT).
22. AT CROSSWALKS CROSSING STATE ROUTES A NON -VEHICULAR TRAFFIC SIGN MUST BE
PLACED DIRECTLY BENEATH THE CROSSING SIGN. THERE MUST BE 7 FT. BETWEEN THE
FINISHED GRADE AND THE BOTTOM OF THE SIGN.
23. CROSSWALKS CROSSING CITY STREETS CAN BE 1 FT. WIDE PARALLEL STRIPING (6 FT. OUT TO
OUT) WITH NO DIAGONAL STRIPING. NEW SIDEWALK INSTALLATION IS INTENDED TO
TYPICALLY MATCH EXISTING SIDEWALK GRADES, OR EXISTING GROUND ELEVATION UNLESS
NOTED OTHERWISE.
24. ALL ROADWAY SIGNS (STOP SIGNS, SPEED LIMITS, YIELDS, ETC.) THAT NEED TO BE
RELOCATED SHOULD BE INSTALLED TO FOLLOW MUTCD STANDARDS. CONTRACTOR TO VERIFY
AND RELOCATE ACCORDINGLY.
25. EXISTING FIRE HYDRANTS WITHIN THE LIMITS OF WORK SHALL BE KEPT ACCESSIBLE DURING
CONSTRUCTION.
26. BUSINESS ENTRIES IMPEDED BY CONSTRUCTION SHALL BE KEPT ACCESSIBLE TO THE PUBLIC
DURING CONSTRUCTION.
27. CONTRACTOR SHALL RESPONSIBLE FOR REPLACING ANY DAMAGED PRIVATE PROPERTY THAT
OCCURS OUTSIDE OF THE LIMITS OF CONSTRUCTION.
28. CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES PRIOR TO CONSTRUCTION.
29. CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION TO STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL, AND LAND
RESOURCES AT THE END OF CONSTRUCTION.
30. CONTRACTOR SHALL MAINTAIN ALL DRAINAGE FACILITIES WITHIN THE PROJECT AREA IN GOOD
WORKING CONDITION THROUGHOUT THE PROJECT.
GRADING NOTES
1. THE CONTRACTOR IS TO REVIEW, UNDERSTAND AND ADHERE TO SPOT ELEVATIONS AND
CONTOURS AS INDICATED ON THE GRADING PLAN. CONTRACTOR SHALL VERIFY THAT ALL
MINIMUM AND MAXIMUM SLOPES IDENTIFIED ON THE PLANS ARE ACHIEVABLE IN THE FIELD
PRIOR TO START OF WORK.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL STAKING NECESSARY
TO COMPLETE THE WORK. THIS SHALL INCLUDE ANY RE -STAKING IF NECESSARY. THE
CONTRACTOR SHALL PAY FOR ALL STAKING FOR THE PROJECT UNLESS SPECIFICALLY
AGREED TO OTHERWISE IN THE CONTRACT DOCUMENTS.
3. ALL AREAS SHALL BE GRADED TO ACHIEVE POSITIVE DRAINAGE AWAY FROM STRUCTURES
AND PRIVATE PROPERTY. MINIMUM SLOPE ON LANDSCAPED AREAS SHALL BE 2%; MAXIMUM
SLOPE SHALL BE 25% (4:1) UNLESS OTHERWISE INDICATED ON THE PLANS.
4. MAXIMUM ALLOWED FINAL GRADES FOR LONGITUDINAL SLOPE ON WALKS AND PAVED AREAS
SHALL BE 5% UNLESS OTHERWISE INDICATED ON THE PLANS.
5. ALL FINAL GRADES FOR WALKS SHALL HAVE A MINIMUM 1% CROSS SLOPE AND MAXIMUM 2%
CROSS SLOPE UNLESS OTHERWISE INDICATED ON THE PLANS.
6. EXCAVATION INCLUDES ALL MATERIAL ENCOUNTERED TO WHATEVER DEPTH INDICATED ON
THE PLANS. EXCAVATE TO ALLOW FOR PROPER FILL MATERIAL, SLABS, VOIDS, FORMS, AND
FOUNDATIONS.
7. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING GRADING AND
EXCAVATION INCLUDING GUIDELINES AND RESTRICTIONS FOR EARTHWORK AND PLACING OF
PAVEMENT AND LANDSCAPE SURFACING FOR THIS PROJECT.
8. CONTRACTOR SHALL ENSURE EXISTING GRADES ARE WITHIN j INCH OF THOSE SHOWN ON
THE EXISTING CONDITIONS PLAN PRIOR TO START OF WORK.
9. CONTRACTOR SHALL ENSURE THEIR COMPLETED ELEVATIONS ARE WITHIN 1/2" OF PROPOSED
PLAN GRADING ELEVATIONS WHEN COMPLETED WITH WORK.
10. BEFORE POURING CONCRETE, CONTRACTOR MUST VERIFY PROPOSED GRADES TO INSURE ALL
SLOPES ALONG NEW SIDEWALK ARE 5% OR LESS.
11. CONTRACTOR TO FOLLOW ALL TOWN OF MILLS RIVER REGULATIONS IN REGARD TO
GRADING/LAND DISTURBANCE PERMITS.
TREE PRESERVATION PLANTING NOTES
1. ALL TREES TO BE PRESERVED AS INDICATED ON THE LANDSCAPE DEMOLITION PLAN SHALL
BE PROTECTED BY 6' METAL CHAIN LINK FENCE. THE FENCE SHALL BE LOCATED AT A 5
FT. RADIUS FROM THE EDGE OF THE TRUNK. THE FENCE SHALL BE FIRMLY ANCHORED INTO
THE GROUND AND SHALL REMAIN UPRIGHT AND INTACT UNTIL ALL CONSTRUCTION ACTIVITY
IS COMPLETE. CONSTRUCTION ACTIVITIES OR STORAGE SHALL NOT OCCUR WITHIN THESE
PROTECTED AREAS. THE CONTRACTOR SHALL STAKE THE PROTECTIVE FENCING LOCATION.
THE LOCATION OF THE PROTECTIVE FENCING SHALL BE APPROVED ONSITE BY THE
LANDSCAPE ARCHITECT PRIOR TO THE START OF ANY SITE WORK.
2. WHEN EXCAVATION MUST BE CARRIED OUT NEAR A TREE TO BE PROTECTED, DAMAGE CAN
BE LIMITED BY ROOT PRUNING. ROOT PRUNING SHALL BE COMPLETED BEFORE GRADING IS
STARTED AND SHALL OCCUR BENEATH THE PROTECTIVE FENCING AS SHOWN ON THE PLAN.
3 3. ROOT PRUNING SHALL BE PERFORMED, WHEN REQUIRED, WITH A TRENCHER SUCH AS A
TELEPHONE CABLE PULLER OR A "DITCH WITCH" PRIOR TO ADJACENT EXCAVATION. THE
TRENCHING SHALL BE TO A MINIMUM DEPTH OF 24" OR THE DEPTH OF EXCAVATION. THE
CONTRACTOR SHALL STAKE THE LIMIT OF ROOT PRUNING AS PER THE PLAN. LIMITS OF
TRENCHING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY TRENCHING
IN THE FIELD. DO NOT TRENCH FOR IRRIGATION OR ELECTRICAL WITHIN DRIP LINES OF
EXISTING TREES. COORDINATE ALL TRENCHING REQUIRED FOR UTILITY WORK WITH THE
LANDSCAPE PLANS.
4. THE BEST METHOD TO AVOID SOIL COMPACTION OVER TREE ROOTS IS TO KEEP OFF. THIS
INCLUDES RESTRICTING ALL TRAFFIC BOTH VEHICULAR AND PEDESTRIAN FROM CROSSING
OVER THE ROOT ZONES, AND RESTRICTING EVEN TEMPORARY MATERIAL STORAGE UNDER
TREES.
CA
SS
'' o
SE
DESIGNER
DRAWN
CHECKED
APPROVED
EROSION & SEDIMENT CONTROL NOTES
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED
IN ACCORDANCE WITH THE REQUIREMENTS OF THE NC DEPARTMENT OF ENVIRONMENTAL
QUALITY.
2. CONTRACTOR SHALL FIELD MARK/FLAG ALL STREAM BUFFERS SHOWN ON SEDIMENT AND
EROSION CONTROL PLAN AND SHALL ENSURE THAT BUFFERS ARE MAINTAINED
UNDISTURBED.
3. CONTRACTOR SHALL NOTIFY DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
ASHEVILLE REGIONAL OFFICE PRIOR TO INITIATING LAND DISTURBANCE AND UPON
COMPLETION OF FINAL SITE STABILIZATION.
4. THE CONTRACTOR SHALL INSTALL THE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN
ON THE PLAN PRIOR TO INITIATING ANY OTHER WORK.
5. THE CONTRACTOR SHALL MAINTAIN THE STABILIZED CONSTRUCTION ENTRANCE. WASH AND
OR ADD STONE AS NECESSARY TO ENSURE IT IS FUNCTIONAL. IMMEDIATELY REMOVE ANY
SEDIMENT TRACKED INTO THE ROADWAY BY CONSTRUCTION VEHICLES.
6. PERIMETER SILT FENCES AND INLET PROTECTION SHALL BE INSTALLED AS INDICATED
ALONG THE LIMITS OF DISTURBANCE PRIOR TO BEGINNING ANY OTHER WORK.
7. INLET PROTECTION, IF SHOWN, SHALL BE INSTALLED AS STORM STRUCTURES ARE
COMPLETED.
8. CONTRACTOR SHALL CONSTRUCT SKIMMER BASIN AND DIVERSION DITCHES AS SHOWN ON
PLAN. DIVERSION DITCHES SHALL BE RECONSTRUCTED AND MAINTAINED FULLY
FUNCTIONAL TO DIRECT RUNOFF TO SKIMMER BASIN AS REQUIRED BY GRADING AND FILL
OPERATIONS.
9. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND -DISTURBING ACTIVITIES HAVE CEASED ACCORDING TO THE SCHEDULE SHOWN ON
SHEET C11, SECTION E: GROUND STABILIZATION. UTILIZE GROUND STABILIZATION METHOD
AS DESCRIBED ON SHEET C11.
10. AFTER COMPLETE STABILIZATION OF DISTURBED AREAS IS ACHIEVED BY PERMANENT
HARDSCAPE OR THE DEVELOPMENT OF A VIGOROUS DENSE VEGETATIVE COVER, REMOVE
THE TEMPORARY EROSION CONTROL MEASURES INCLUDING SKIMMER BASIN AND REPAIR
ANY DAMAGE TO VEGETATION THAT RESULTS FROM THE REMOVAL OF THE MEASURES.
SEEDING NOTES
TIME OF SEEDING TEMPORARY SEED MIXTURE
2/15 TO 6/1 RYE 1-1/2 BUSHELS AND RYEGRASS 25 POUNDS PER
ACRE; OR TALL FESCUE 30 POUNDS AND RYEGRASS 20
POUNDS PER ACRE.
6/2 TO 8/15 TALL FESCUE 30 POUNDS AND RYEGRASS 20 POUNDS PER
ACRE; OR, SPRING OATS 2 BUSHELS AND RYEGRASS 30
POUNDS PER ACRE.
8/16 TO 2/14 RYE 2 BUSHELS AND RYEGRASS 20 POUNDS PER ACRE;
OR, TALL FESCUE 30 POUNDS AND RYEGRASS 20 POUNDS
PER ACRE.
LIME WILL NOT BE REQUIRED FOR TEMPORARY SEEDING.
FERTILIZE AT THE RATE OF 400 POUNDS PER ACRE OF 10_10_10
FERTILIZER, OR EQUIVALENT, BROADCAST UNIFORMLY ON THE AREA TO BE
SEEDED.
ALL SEED SHALL BE BROADCAST EVENLY OVER THE AREA TO BE SEEDED
AND CULTIPACKED OR OTHERWISE PRESSED INTO THE SOIL. SEED AND
FERTILIZER MAY BE MIXED TOGETHER AND APPLIED AFTER THE SEED BED
HAS BEEN PREPARED.
DEMOLITION NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SURFACE AND SUBSURFACE UTILITY
LOCATIONS. CONTRACTOR SHALL NOTIFY ENGINEER AND GOVERNING UTILITIES IMMEDIATELY
REGARDING ANY EXISTING UTILITY CONFLICTS WITH CONSTRUCTION OPERATIONS.
2. CONTRACTOR SHALL PROTECT ALL SURROUNDING AREAS. CONTRACTOR SHALL REPAIR ANY
DAMAGES TO OFF -SITE OR ON -SITE PROPERTY THAT ARE NOT LISTED TO BE REMOVED AT
NO ADDITIONAL COST TO OWNER.
3. SEE SPECIFICATIONS FOR OTHER DEMOLITION AND CLEARING REQUIREMENTS.
4. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL SITE UTILITIES, SIGNS, BENCHES, TRASH
BINS, AWNINGS, STREET LIGHTS, FIRE HYDRANTS, POLES, GUY WIRES, AND ANY OTHER
PRIVATE OR PUBLIC PROPERTY WITHIN THE LIMITS OF CONSTRUCTION.
5. ADJUST UTILITY STRUCTURES RIMS TO PROVIDE FLUSH CONDITION WITH ROADWAY AND
WALKWAY. ANY SANITARY SEWER MANHOLE WHICH REQUIRES VERTICAL ADJUSTMENT SHALL
BE PERFORMED TO THE SPECIFICATIONS AND/OR APPROVAL OF THE OWNER AND AT NO
ADDITIONAL COST TO THE OWNER. SANITARY SEWER LATERAL LOCATIONS AND DEPTHS ARE
UNKNOWN. CAUTION SHALL BE EXERCISED WHEN EXCAVATING MATERIALS. REMOVAL OF THE
MATERIAL TO THE PLANNED DEPTH COULD EXPOSE SEWER LATERALS.
6. CONTRACTOR TO PROTECT ALL EXISTING TREES TO REMAIN. CONTRACTOR TO NOTIFY
ENGINEER IF ANY TREES ARE DAMAGED ON OR OFF SITE.
7. DURING DEMOLITION OPERATIONS, CONTRACTOR SHALL PROVIDE ADEQUATE EROSION / SILT
CONTROL MEASURES, SEE EROSION CONTROL ON DEMOLITION DRAWINGS.
8. REMOVE CONCRETE PAVEMENT TO NEAREST CONTROL JOINT. ALL PAVEMENTS TO BE
REMOVED SHALL BE SAWCUT AT THE EDGES OF REMOVAL WITH A CLEAN, STRAIGHT LINE.
SAWCUTTING EQUIPMENT SHALL HAVE NEW OR RESHARPENED BLADES.
9. CAUTION SHALL BE USED WHEN EXCAVATING MATERIALS AROUND WATER METER BOXES
AND ALL OTHER UTILITY BOXES AND MANHOLES.
10. CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PROTECT SURROUNDING FEATURES
INCLUDING EXISTING BUILDINGS, PAVEMENT, VEGETATION, UTILITIES AND OTHER CONDITIONS
THAT APPLY.
11. CONTRACTOR SHALL INSTALL BARRICADES, FENCING, SIGNAGE AND OTHER MEASURES TO
PROTECT THE PUBLIC, PEDESTRIANS AND VEHICLES DURING THE COURSE OF THE
CONSTRUCTION PROJECT.
12. ANY DAMAGED UTILITY SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL
EXPENSE TO THE OWNER.
13. SOME RIM ELEVATIONS OF STRUCTURES IN AREAS OF PROPOSED GRADING WILL BE
ADJUSTED UP OR DOWN. THE CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL
MODIFICATIONS NECESSARY TO RAISE OR LOWER THE RIM ELEVATION OF EXISTING
STRUCTURES TO THE PROPOSED GRADE, INCLUDING STRUCTURE MODIFICATIONS IF
NECESSARY.
LAYOUT NOTES
1. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE
OVER SCALE, LARGER SCALE OVER SMALLER SCALE, ADDENDA AND CLARIFICATIONS OVER
PREVIOUS DOCUMENTS.
2. CONTRACTOR TO LAY OUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITH LANDSCAPE
ARCHITECT PRIOR TO CONSTRUCTION. HARDSCAPE ELEMENTS ARE DIMENSIONED ON THE
LANDSCAPE LAYOUT PLAN. ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS
OR OTHER DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY
FOR PROPER CLARIFICATION OR ADJUSTMENT.
3. FOR DIMENSIONS OF EXISTING BUILDINGS, PROPOSED BUILDING IMPROVEMENTS, AND
RELATED WORK, REFER TO THE ARCHITECTURAL DRAWINGS.
4. WHERE DIMENSIONS ARE CALLED AS "EQUAL," SPACE REFERENCED ITEMS EQUALLY,
MEASURED TO THEIR CENTER LINES.
5. MEASUREMENTS ARE TO FACE OF BUILDING, WALL OR FIXED SITE IMPROVEMENT.
DIMENSIONS TO CENTER LINES IS AS INDICATED.
6. INSTALL INTERSECTING ELEMENTS AT 90 DEGREE ANGLES TO EACH OTHER UNLESS
OTHERWISE NOTED.
7. PROVIDE EXPANSION JOINTS WHERE CONCRETE FLATWORK MEETS VERTICAL STRUCTURES
SUCH AS WALLS, CURBS, STEPS AND BUILDING ELEMENTS.
8. ALL WALKWAYS SHALL BE LOCATED FROM FINISHED FACE OF BUILDINGS UNLESS
INDICATED OTHERWISE ON DRAWINGS.
11. CONTRACTOR SHALL PROVIDE INSPECTION, RECORD KEEPING AND REPORTING AS DETAILED
ON SHEET C12. CONTRACTOR SHALL UTILIZE DEMLR MONITORING FORM REV. 04122019 OR
LATEST REVISION AND SHALL PROVIDE COMPLETED FORM TO OWNER WEEKLY.
12. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AS NOTED ABOVE AND
AS REQUIRED BY APPLICABLE PERMITS, INCLUDING NCGO1, AND NCDEMLR. SEDIMENT
SHALL BE REMOVED AND MEASURES MAINTAINED AS FOLLOWS:
TEMPORARY DIVERSIONS: INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR THE DIVERSION RIDGE. 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.
SEDIMENT FENCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER
EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. AT NO TIME SHOULD SEDIMENT
DEPOSITS EXCEED 50% OF THE FENCE DEPTH. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING AREA HAS BEEN
PROPERLY STABILIZED.
SKIMMER BASIN: 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 SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT
FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR 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 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 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 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 BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE
REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR
BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE,
AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
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.
SKIMMER BASIN BAFFLES: 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, AND REPLACE IF DAMAGED DURING CLEANOUT
OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
RIVER BASIN
A*% -
' Ilk
PROJECT MAP
SCALE 1" =200'
NEW ASPHALT
INSTALLATION
NEW BUILDING
GRAVEL
DEMOLITION
NEW SCORELINE
DITCH LINE
PROPERTY
BOUNDARY LINE
DEED LINE
RIGHT-OF-WAY
LINE
SANITARY SEWER
EASEMENT LINE
ROAD EDGE
COUNTY
BOUNDARY LINE
100 YEAR FLOODPLAIN
WATER LINE
SANITARY LINE
GAS LINE
STORM LINE
W
S-N--
G
STD
FIBER OPTIC
FO
OVERHEAD ELECTRIC
OE
UNDERGROUND
PHONE LINE
MONUMENT FOUND AS NOTED
MONUMENT SET AS NOTED
O
POINT NOT STAKED
OO
FIRE HYDRANT
W
EXISTING MANHOLE
O
SEWER CLEAN OUT
SANITARY SEWER
MANHOLE
EXISTING TREE
BENCHMARK
UTILITY POLE
SILT FENCE
INSTALLATION
FENCE
EXISTING SPOT ELEV.
PROPOSED SPOT ELEV
BACK OF CURB
EDGE OF PAVEMENT
SIDEWALK
INVERT
FLOW LINE
TOP BACK OF WALL
BOTTOM OF WALL
GROUND
BUILDING CORNER
EXISTING
CONTOUR
EXISTING MAIN
CONTOUR
PHONE PEDESTAL
UTILITY POLE
PHONE POLE
TRANSFORMER
CABLE TV PEDESTAL
WATER METER
WATER VALVE
NEW MANHOLE
HEADWALL
mI
X -
x -
X 54J 30
+543.30
BC
EOP
SW
INV
FL
TB W
BTMW
GIRD
BLD COR
P-PED
UP
PHP
TRANS
TV-PED
WM
WV
O
O
n
N0
rt
Carolina
ii&www.0c811.0r0
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949)
AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT
OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
WORK ZONE TRAFFIC CONTROL
PRIOR TO BEGINNING ANY WORK WITHIN THE NCDOT
RIGHT OF WAY, THE CONTRACTOR SHALL INSURE THAT
A VALID NCDOT ENCROACHMENT PERMIT IS AVAILABLE
AND SHALL COMPLY WITH ALL REQUIREMENTS THEREIN.
UTILITY OWNERS / AGENCY CONTACT
PUBLIC WORKS - CITY OF MILLS RIVER
124 TOWN CENTER DRIVE
MILLS RIVER, NC 28759
828-890-2901
ELECTRIC - DUKE ENERGY
5790 POWERHOUSE RD.
MORGANTOWN, NC 28655
800-653-5307
GAS - PSNC ENERGY
15 OVERLAND INDUSTRIAL BLVD.
ASHEVILLE, NC 28806
877-776-2427
WATER - CITY OF ASHVILLE WATER RESOURCES DEPT
70 COURT PLAZA
ASHEVILLE, NC 28801
828-251-1122
SEWER - MSD BUNCOMBE COUNTY
2028 RIVERSIDE DRIVE
WOODFIN, NC 28804
828-254-9646
TV, INTERNET, PHONE, FIBER OPTIC - AT&T INTERNET & FIBER
855-254-2261
CHARTER SPECTRUM
855-711-0185
WINDSTREAM
877-828-8759
XFINITY
844-374-7194
CONTROL POINTS
SYMBOL
DESCRIPTION
NORTHING
EASTING
VERT.
EXISTING CONCRETE
629599.5097
944517.0487
2081.63
MONUMENT
T.B.M.
CAPPED REBAR
629815.9467
944039.4643
2059.34
EXISTING BENT
1/2" IRON PIPE
629910.1962
943973.8128
2067.92
EXISTING BENT
T-BAR
629902.4235
943968.7919
2066.50
P1
BASE LINE POINT
629386.5804
943583.0049
2050.50
P2
BASE LINE POINT
629474.8362
944141.1907
2051.29
JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS TY OF BELL
ENGINEERINGDOCUMENT
AND ISHALL OTS THE OBERREPRODUUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
0 Asheville, NC [phone]
• Ah NCEF# F-1383
NCLA# C-508
engineerli ll j
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
GENERAL NOTES & LEGEN D
DIVISION CIVIL
JIM
A
2019.02.08
SCHEMATIC DESIGN
iiiia
GRAPHIC SCALE
CONTRACT NO. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
JTK
SCALE: AS NOTED
DATE 6/28/2019
C
2019.06.21
PERMIT SET - STORMWATER
DJB
I SHEET NO. C1
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN

In
W
Iia
Gee
\ EXISTING
#4 REBAR
CD\
o
ENCROACHING TIE LINE
v ` GRAVEL DRIVE _ �� 100.77' IN51 `58'20"W
EXISTING BENT
1 /2" IRON PIPE o \ N 07`50'13"
W 10.86'
EXISTING BENT
1 T-BAR 0.57' EAST
OF LINE AT 1196.83' \
SSMH o
TOP- 2l0§4.0' 2053 °
/ L IN\V\- 2045.0' \ N4'E 1206.Oi' O o
Y \
\ _ o
�\
—� — \ \ SIERRA
N 36'24' 40"W 1206.06' — I NEVAD\I
ATE P S�� (PRIVATE)
x 2045.3 t.
GATE POST
—�_— 2045.3 x / I U F10 N1A K �o \
�D I �5 Po�
2045.1 x \
I I �
O o ` P I B. \ � � \ 20' S �
/ I o P D RE \ EW E EME
\ FTI I I EL1EV 0 S
:5-- m,
2045.1 x \ I � I — —
I DI J h I 1 _ 4�
I FT' I I I I ° 0�
a I a \ BRIGHI STAR ASSOCIATE , INC.
cA 2045.2x o B. 1496, PG.
I / I ml BH B2 / I
/fl.
N I I x2045.3 / '0_
�I I ' U.G/ A�1 FFF sa / of N COUNTY
o / / / I / �R} p c ND oMgE COUNTY
2045.2 x / , ➢ o I / H
/ / � _ FFNx 2045.3 m L P
22 5�
�
BH,
D� /
I2045.4 x D —/ I BIB B6
I EXjSTING DITC D �� D m / / / I BH 812, /�\I
1 � / I y r6 RG2p55 a
II I EXISTING
x 2045.2 I / 2D ALUMINU CAP
3\ RIGHT OF WA c
MONUM T
i
I x 2045.1 / TOP S 053.5'
V- UNKNOWN (2 46' per MSD GIS) / T
UNABLE TO GAIN / / /
\ x2045.3 ENTRY TO SSMH E TINGLUMlIyI�M CAP cn
RIGI-iUrMOF W z �
N I I I / / `y�NNI
m�
1 /� X EXISTING /� z
n c I I I x 2045.2 I \ / v� ' / / ALUMINUM CAP JFT -P r
-P n
MIONUMON WAY CA
rn v I �
P
I I
I I 2045.2DITCH
C]
I /
Q!> x 2045.2
\ I / 6.. RCP / / C I
\ TOP IN- 2048.7'
I \ O / / I TOP
OUi- 2048.1\ I ' / 0n
\\\ x 2045.3 / ' / 1 I I
z0 Cu
­71
/
o0
x2045.2 _ _ / OF MILLS R VER / zz
E ISTING
NDER EL CQUY/ I �— � CONCRE E MONUME
—$ — �— BUNCOMBE COU'1 I�9 18"W 1333.
S 42'19'18"W 1333.70' I I
m
Z
S4M /
;,.o�(N•RO<�,y SSMH
�FV-SS/p'••• 9 TOP- 2054.6'
SE 9�•' - INV- 2045.8'
ALL RIGHTS RESERVED
NO. DATE DESCRIPTION
DESIGNER JIM THIS DOCUMENT IS THE PROPERTY OF BELL DIVISION CIVIL
ENGINEERING AND SHALL NOT BE REPRODUCED Lexington, KY [phone] THE RIVETER
A 2019.02.08 SCHEMATIC DESIGN IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone]
DRAWN JIM GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT CONTRACT NO. 101-1007
B 2019.03.08 DESIGN DEVELOPMENT THE WRITTEN PERMISSION OF BELL ENGINEERING. ' Asheville, NC [phone] 701 OLD FANNING BRIDGE ROAD EXISTING CONDITIONS
CHECKED JTK C 2019.06.21 PERMIT SET — STORMWATER • NCEF# F-1383 MILLS RIVER, NC 28795 DATE 6/28/2019
APPROVED DJB D 2019.06.28 REVISED STORMWATER MANAGEMENT DESIGN SCALE: 1 "=50'-0" engineering NCLA# C-508 SHEET NO. C2

In
W
0
0
s
5E
i
DESIGNER
DRAWN
CHECKED
APPROVED
JIM
JIM
JTK
DJB
////// EXISTING RIVER/DITCH/CREEK VEGETATIVE BUFFER
EXISTING AGRICULTURAL FIELD (TO REMAIN IN PRODUCTION)
PROPOSED TURF/VEGETATIVE BUFFER
NO. DATE DESCRIPTION
A 2019.02.08 SCHEMATIC DESIGN
B 2019.03.08 DESIGN DEVELOPMENT
C 2019.06.21 PERMIT SET — STORMWATER
D 2019.06.28 REVISED STORMWATER MANAGEMENT DESIGN
GRAPHIC SCALE
SCALE: 1 "=50'-0"
_,..,,,nn"W 1206.06'
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
Asheville, NC [phone]
NCEF# F-1383
NCLA# C-508
ng
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
Gee
C \
0
O
o �
O
� o �
SIERRA NEVAD,
1 I \ \ (PRIVATE)
Po \
1
7P
co
DIVISION CIVIL
EXISTING AND PROPOSED CONTRACT NO. 101-1007
VEGETATED AREAS DATE 6/28/2019
SHEET NO. C2.1

W
3
\\SSMH \ �� 2053 \ O INSTALL AND MAINTAIN TOP---20_54.0
SILT FENCE, SEE DETAIL 2 C7 _ ' , I
\ / INV 2045� \ _ _ / _ _ _ INSTALL AND MAINTAIN CONSTRUCTION ENTRANCE -
POROUS BAFFLES SPACED TO PROVIDE 2p52 — — / TO REMAIN THROUGHOUT COURSE OF CONSTRUCTION
/ / SEE DETAIL 1 C8
25% SURFACE AREA IN EACH ZONE — — — 2051 — — r- — — — _ _ - I / o /
\ (APPROX. 23' SPACING), SEE DETAIL 7/C9 / � �20504­76 -� °LTG—°�_/—------2048 I° ° ° _ , — 1 / IN
CONCRETE WASHOUT PIT THIS LOCATION
cl
---__--\---------2044 — ate°=_ '__ - —� \ I I II=�_�'� I>I/,
G
1\ \ 1 \ \ SIERRA NEVADA WAY
06 °�2047 I I _ �O (PRIVATE)
°
_ \ l \ \
°—°�°a� \ �. \ _ — — — \\ I I \\ GATE\PSI \ �a � �
\ \ I I \ \ GATE POST \ A\ _�3
0 ` I REMOVE GATE POSTS \ \ \ lFO ll� �� ARK `O
UG M1R P
\ ��
` DIVERSION DITCH 'A': I I \ \ I I I I
INSTALL 27' WIDE EMERGENCY SPILLWAY INSTALL t 245 LF TEMPORARY DIVERSION �\ I \ I I I I — \
WITH WEIR. INSTALL RIP -RAP AT DITCH AT t2% TO SEDIMENT BASIN. SLOPE I \ m
OUTLET AND IN TEMPORARY DITCH, DISTURBED AREAS TO DITCH. INSPECT AND
SEE DETAIL 3/C8 AND DETAIL 10/C8 \ \ I MAINTAIN ON A REGULAR BASIS RECONSTRUCT
\ I DITCH AS NECESSARY AS FILL IS PLACEDDRIVE WALKWAY
, I I \ v S 2 , oo� REMOVE CONCRETE \ —
\ I SEE DETAIL 1/C3 I REMOVE GRAVEL DRIVE ��5• /
INSTALL 3" SCH 40 PVC SKIMMERWITH 1.5" ORIFICE PLATE AND LANDING \ 46' X 92' PROPOSED SKIMMER BASIN I I \ I _ o I I 20' I - CAP(�B.M]
D �EBAN O — S E3AE PAD. DISCHARGE TO RIP -RAP CHANNEL /x \I TOP OF BASIN ELEV. 2047.0, � I \ I I I ELEV- 2p59.3 I , \ \ — � — ENT I
WITH 4" PVC PIPE. SEE DETAIL 3/C8 J \ BOTTOM ELEV. 2044.0, WITH 2 TO 1 \ I I I I r I C' \ SIDE SLOPES. GRADE SURROUNDING
AREAS TO DRAIN TO BASIN—
\ I DIVERSION DITCH 'B':-
I /
INSTALL t 400 LF TEMPORARY DIVERSION I I I I I / I / / C' o \ /
\ '� \ DITCH AT t2% TO SEDIMENT BASIN. SLOPE I / I / — — TREE PROTECTION ' \
LIMITS OF DISTURBANCE ` DISTURBED AREAS TO DITCH. INSPECT AND FENCING, SEE
APPROX. 4 ACRES MAINTAIN ON A REGULAR BASIS, RECONSTRUCT d I / / DETAIL 6 C10 - -
\ DITCH AS NECESSARY AS FILL IS PLACED, /
1 I \ SEE DETAIL 2/C3
x \ II I \ REMOVE TREES & I I I / / O
VEGETATION THIS
1 BRIGHTSTAR ASSOCIATES, INCH I AREA
I
\ 2 D.B. 1496, PG. 517
I
I U.G. TANK TO BE
BH B2 /
I / ABANDONED AND I 20 \\
/ I I / COVERED �4
U. C� T/AN K / — — \T
o J MP U
N y 9 UP
/ REMOVE TREES
H VAC a F & VEGETATION
THIS AREA
0
/ D
\ /
/ m
/ EL
DEMO & REMOVE \ \ BH \
I / \
m I I I EXISTING DWELLING \ \
WELL SHALL BE ABANDONED IN
ACCORDANCE WITH THE
REQUIREMENTS OF 15A NCAC 02C
.0113 ABANDONMENT OF WELLS.
oBH B6 \ �' GROUT SHALL EXTEND A MINIMUM
/GI I OF 10 FEET BELOW PROPOSED
SUBGRADE ELEVATION
TOP OF DITCH 2'-4
BH 312+In
� I
I III II -III I III I II III III II-11i-' I� I " _
i��IIII _ �II= I / / I / " I
STAPLES �IIII co
I I EXISTING ALUMINUM CAP
LANDSCAPE
2060 RIGHT OF WAY MONUMENT
SUBGRADE
I \ I / / /II I I 2p5a _ ­4-
-III II- Imo, I 1 I / I Rd GVE ALL TREES
III
SEED, FERTILIZE ANDu TICS AREA /
LINE WITH NORTH
AMERICAN GREEN SC150 OR
AMERICAN EXCELSIOR CURLEX I CL
SS'M H
TOP- 053.5'
INV- UNKNOWN (2046' per MSD CIS)
UNABLE TO GAIN
1 X II \ ENTRY INTO SSPROTECT
MH ` E
TEMPORARY DIVERSION DITCH � � VEGETATION THESE
LOCATIONS
MEN.T.S.
/
/ I
MAINTAIN AT LEAST 5'
UNDISTURBED BUFFER /
BETWEEN SILT FENCE AND
EDGE OF EXISTING DITCH. / J
PROVIDE DOUBLE SILT
FENCE THIS LOCATION /
TOP OF DITCH 4'- � I \ \\ / y / / / / / /�� / PLACED 5' APART,
SEE/DETAIL 2/C7
-111, 11=I=11=III =III-111� 11=I l i=" 'J ��
�4l" ryo / / EXISTING ALUMINUM
II II (III (III-"lll /
CAP RIGHT OF WAY
MONUMENT
LANDSCAPE - _ lil= _ \ / L —
STAPLESIII�
SUBGRADE \ /
SEED, FERTILIZE AND('
LINE WITH NORTH =III -
AMERICAN GREEN SC150 III-�IIIII=�IIIII=-- �IIIII=III
OR APPROVED EQUAL �11L�ll�111�1�11�1�111�1�1�
/
/ /
TEMPORARY DIVERSION DITCH , , I ,I N / \ I RCP
B TOP IN
\ I I \ /- 2048.7'\
2 N.T.S. I / ' I TOP OUT- 2048.1' I I I I o / / / / =
cu
z
FT1 n
� R
cAR°<�'• // / / \ / I / / // // / I I I I I I / N I I // / O co
Essio •.ti9' / / / // / I / / / o / I I I I I I I ( I I In n
SE 9<� // / // / / I N I I ry0� /// I I I I I I I I I I / 010
0
09 NGINEF''�?:// I N I I
'•�qJ.Ba�-�' ,/ � �, _,� _ � _-1,J.1 / / Kph // / I I I � � l / � I I _ I
NO. DATE DESCRIPTION ALL RIGHTS RESERVED
DESIGNER JIM OF BELL
ENGINEEEORING AND CUMENT (SHALL NOTTHIS THEOTY BERREPRODUCED Lexington, KY [phone]
A 2019.02.08 SCHEMATIC DESIGN IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone] THE RIVETER
DRAWN JIM GRAPHIC SCALE OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
C 2019 06 28 PERMIT SEDESIGN TELOSMORMWATER ENT THE WRITTEN PERMISSION OF BELL ENGINEERING. • Asheville, INC [phone] 701 MILDLSFRIVER, GNC BRIDGE ROAD
CHECKED JTK NCEF# F-1383
SCALE: 1 "=30'-0" UCLA# c-5o8
APPROVED DJB D 2019.06.28 REVISED STORMWATER MANAGEMENT DESIGN engineering
OE
\OE
OE OE —OEM —�
— — --— �� —
° SON_ COS
TREE PROTECTION HEN�ERRE COUNTYLZ
/
FENCING, SEE O BUNCO
DETAIL 6/C10 p
L
o /
/
\Nv 00
EXISTING ALUMINUM
CAP RIGHT OF WAY
MONUMENT /
i
I �
/
I /
i
Sh
71
r�
z
i
0
nSh
�
I
DEMOLITION &
EROSION CONTROL PLAN
DIVISION LANDSCAPE
CONTRACT NO. 101-1007
DATE 6/28/2019
SHEET NO. C3

In
W
� 1 �
\ BASE LINE \ I
1 � I
� R20' �
\ P1-
0
DU PSTER PAD, _
\ SEE ETAIL 8/C8 °�° I I \
I
cl
\ \\
— —° N 47' ASPHALT PAVING — , I I 1
° —a SEE DETAIL 6/C8 I
06' - - _° \ I so \\
—�°—° J
„W 1206 ° ,
186'
CONCRETE SIDEWALK,
a � 01L
SEE DETAIL 7/C8
\ I
I I
C
\ 9 4'
o \
I N I
I
� I
III
I
GRAVEL DRIVEWAY,
\ SEE DETAIL 5/C8
I I
Ila I
SIDEWALK INDOOR
\ CENTERLINE
I I CLIMBING GYM
I I 21,100 SF
\ 119 SPACES
1 \ I ADA PARKING,
� I I SEE DETAIL 1 /C9
1Lj�o� I
1 CONCRETE SIDEWALK,
1 T, I II SEE DETAIL 7/C8
t o N I I
o I
1
Z I
^� P
ELI
24' 154'
a
0 18, 24' 18' 8' 18 I 4
D I I
NI
m o
1 9 I
�1 cn I
1
D I M
� 1 � m
1 R3 D
6' cn
m
STABILIZE EXCAVATED SLOPES z I m
& DITCHES WITH MATTING, 0O z I
ADD STRAW & RESEED
0
SEE DETAIL 2 C9 1 ��2 1122' I c
1 _I
I �I
EXISTING DITCH D—D �D I I
—D I I
\ I I I
I I
SITE TRIANGLE ENLARGEMENT 1:20 1 I II
I
� 1 II II
� I I
\ \ I I
I
\ I I
\ I
I I
O \ \ ENSURE ALL I
VEGETATION REMOVED \ / I 173'
o \ THESE AREAS P2
1
\ BASE LINE
` 7Z
DITCH
\
° \ o
\ \ oo
\\ O \ I
\\ do \ \ I I l
6" RCP
TOP IN— 2048.7'
/ TOP OUT— 2048.1'
1\
a.� 9 I
'Q gE W.-C
elL
DRIVEWAY TURNOUT,
SEE DETAIL 9/C8, SITE
TRIANGLE ENLARGEMENT,
\SEE DETAIL THIS SHEET
TRAFFIC FLOW ARROWS,
` REFER TO MUTCD STANDARDS
O
\FOR SPECIFICATIONS
\
o \ \
0
\ yZ I
I
\ o� ROAD EDGE \
\ SIERRA NEVADA WAY
\ \0 \ \ \ \ (PRIVATE)
� A
UG FO MARK R \
o\ ` RIGHT-OF-WAY LINE \ \ \ I
52 29' F
\ sp 0 ` �\ \ --� 20' S --
\ — — — ER EA EMENT
CANOPY
COVERED BIKE TRACK
18,540 SF
c; (
\ p �
\ p _PFb
� V
MP UP
GUY 0
U P G�
T �
\\ PF DP
I
I
0
o �
\OE
OE
—OEM I
—
— OE — —I—
iu —
C
I II O
I
0
RIGHT-OF-WAY LINE
0
LP � ROAD EDGE
o -_=
PF DP o\
/ j36„ RCP 055 g'
M\4 °0
I � �
III Z�
I
i
i
rn
z
r_C-
� I I
I � I
I
I �
II
I
I I
I I
, I
DESIGNER JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
' Asheville, NC [phone]
• NCEF# F-1383
engineering NCLA# C-508
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
LAYOUT PLAN
DIVISION CIVIL
DRAWN JIM
A
2019.02.08
SCHEMATIC DESIGN
GRAPHIC SCALE
CONTRACT NO. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
CHECKED JTK
SCALE: 1 "=30'-0"
DATE 6/28/2019
C
2019.06.21
PERMIT SET — STORMWATER
APPROVED DJB
SHEET NO. C4
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN

In
W
N \
LOW DENSITY STORMWATER DATA 1
\ \
PARCEL SIZE: 16.67 ACRES \ \; 20531 \
PROPOSED IMPERVIOUS AREA: 2.09 ACRES (12.57o) \ ` \\---2C
/ — 2050 — —
\ \---------2048— --- a—
2046
—a — — —
-----__ ==-2044--°�°�� — -----
20
�°
3 6 02 4W 206.06 - 2043 ° ° _ - — — _ - - 2046 — — — — 2047- \ p
' 40 ° — \ \ \ cr
a I \
0
o \ \
0)
\ o
\\ Q0
N �° I \
\ o
\ \ w \
1 I
\2aQ 1 o I
s. o I , —
AGRICULTURE AREA o /
(APPROXIMATELY 10 ACRES) o ) S
1
FK
I � /
I m
�O
/
1
30,
°sue /
EXISTING DITCH
p p�p o 0 0\ °
I L\ 0
I \ I I I
I
l
45' OF 15" PVC
PIPE BENEATH
HEAD WALL (H.W.)#2 -
TOP - 2056.4
INV.^ OUT - 2054.5
2059.1
�— / v I
o59. /
�
/
2059.
BS-20 .9
I I I
/ I 061.4
/ I I 44061.4
/061.3 2061.4+
h I II 2061.3
I I 2061. 2061.5
,�N„Ro WALKWAY ENLARGEMENT 1:10
Qp 9. 4n qL/ 0 R PERM T REV EW ONLY
DESIGNER JIM
NO.
DATE
DESCRIPTION
A
2019.02.08
SCHEMATIC DESIGN
DRAWN JIM
B
2019.03.08
DESIGN DEVELOPMENT
CHECKED JTK
C
2019.06.21
PERMIT SET - STORMWATER
APPROVED DJB
GRAPHIC SCALE
SCALE: 1 " = 30'-0"
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
Asheville, NC [phone]
NCEF# F-1383
NCLA# C-508
\ \ I
I I I
� I
O \
206.06' - O \ \ \ MANHOLE (M.H.)#1
/ / \ RIM - 2063.8
INV. IN - 2056.2
INV. OUT - 2056.1
I \ \ SEE DETAIL 6/C9
1� ��� �\ 0 12' OF 15" PVC
rc PIPE BENEATH
II SIERRA NEVADA WAY
I I 1 \ �O \ \ (PRIVATE)
HEAD WAS (H.W.)#1
TOP - 2058-4
A \ 9 ` INV. IN - 2056.5
SEE DETAIL 8/C9� , \
Ln
1 1 N ob,� \ \ INSTALL MATTING
F \ I
ON STEEP SLOPES
I \ I I �cp `n \ \ ` E DETAIL 2/C9
n
20 S ER EA EMEN T
N-1
LO
I I I I l O
O
c; 1� ,,
�UILDINGI FIE: 12061.5 / I I �O ��0� � 4 \ '
� 20% 4 p�pFp \ \ OE E
// / 7
WIAL4�W /Y /IEN /AR�GEI�ENY, �069 _ V _ — _ 8 — OE OE
• I SEE BLOW / / / \ / \T — OE
I II \
Jam+ U 0 --
/ C
� GG\
U
o
I I ' — \ O
t\ P I DP �g
• /� / I �� 1 \ \ 2070 r J \\ I 3�22 55 w /
O i
\\ LP o '
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
/
�N OO�R02p55'a,
DIVISION CIVIL
CONTRACT NO. 101-1007
DATE 6/28/2019
SHEET NO. C5

In
0
0
0
T
N
Mi
I
a,
0
a
v
a
w
0
a
i
v
v
ch
0
cn
5E
I I
I � I
I
I I I
I \
I I
2053 i O
1 I
I \ \
I
—
P1—— — W W W W W
--- --- — W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W •� 0 /� \
] O]]W 1206.06 -— --_ —_ --- -- — W W W W W W W W W W W W W W W W W O W W W W W W W W W W W W W W W W W W W W J W W W CIFW W W W W W O O `yy`•�• \
N 36'24 4 VV-------------- W W W W W W W W W W 3
TREE PLANTING 8, ST KING W W W W W W W DODO \
-- -- W W W W W W W FG SEE DETAIL 10/C10 W W W W W W o000° 0-
KP
— \ W W W W W 1 W W W W .W W W W W W 1 O°°°° \ O O
W W W W W °°O°O°
\ W W W W W W W W W W W°°O°O
La
00000
W W W W W W W W W W W W W
O°O°O Z
\ W W W W W W W W W WO00000 r O \ \
W W W W W W o00000 F D \ 6.
AGGB W W W W 00°O°O°O l• \ �J W 1 W W 00.00.00.00 \
1 O
\ W W °00 W W 00000000000
HM W W WIW W W W °00 W W W W °00°00°00°00°00°0000
\ 1 W W W W °° W W W °000000000000 0 ��
\
\ W W W W W W W W W W W W 00000000000000000 �° `
W W W W W W W W
00000000000� 000
SIERRA NEVADA WAY
(PRIVATE)
VEGETATED/GRASS STRIP W W W W W ° ° ° ° ° ° \
0 0 0 0 0 0 0
10' MINIMUM WIDTH W W W W WNW W W W W W W W W W °00000000000°0 • / '
O O O O O �
\ W AC W W W W W W W W W 00 W 0000000000 �000 \ /
W W W W o° W °o°O°o°O° o°o°O O
\ W W 1 W W W W W W W W W W OO W y- °OO°O°O °O o°O
W Wa W II W O° W W°°O°O-O-O°`,�,��J O°O \ '
\ W W W v W W W W W W W W W 0°0 W W W °O°O°O°O°O-O°O \ W AG W W HM II W °W W W°°°°°°°°°°° \
•e °o°o°o°o o°o°o
0 0 0 0 0 0 0
000 W W W W WO 000°O00000000000
I \ V o
\ Q S
3w
00
°°°
°0,00.00000
WF
o
OOOOOOOO000
O
o000000000°
0°000°0000000000
0°000000
0'000000000 \ p
W II I W WW Q1A W WW WWW T1C 'yT +9Yt �'• y� ' o p
0Z0-000-0000�0° Fav� °00000000000
0000000000°
000000000
UP
I A L,W W
W
W
'4°0
,
W W 00000000000
0 0 0 0 0
W
W
H M
W W 0000000.000
000000000°°0°0000
I
-
1
W W
O O O 000000000
0°°°°°°°°°°°°°
W G D
WWW
III'[ '1F 'T
W K P
v- v- 00000000000000000
WW
W
W W °0°o000°°o0°0
WW
1
"W
1
WWW
PLANTING
00000000000
00000000GRASS
00SEE
WW
DETAIL /C10
0000000AC
I
'I I'I
WW WW0°W0
00000000°
0
0000000000. °0
1
I
o0
0°0o°0°0o°0°0o 0°
W W
fTl W
0 0 0 0 0 0
W W OOo00000000000
II
W W In l W
W W 0°00°°00°°00°
W W
W W W W W W W ,]yy .lYt
W W °00000000000
I
W W W W
W W W W W W W
W W W W W W W �v
AGW N�
W W °0°0°0°0°0
W W W W
uw iYt
aF
O°O°O°O°O
00
I
QC
•
DITCH
W W W W '�' W W W W W
W
W W W °O°O°O°O
EXISTING
i
J/— � — — — — — _
W W
W W W W W W W W W W W W WJ
.. W W W W W W
W W
W W °o°o°o°
W W W W W W W W W W W W
W W W W W W W W W Y W W W W W W W W W W W W W W W
W
0000000
W W
0°00°
W W W W W W W W W W W
W
W W W W W W W W W W W W W W W W W W W W W W
,W1Ij`I
W W
W W W W
W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W
AGWW
W W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WI W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W VC1 ( W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WI W W W W W W W W W W W� W W W W W W♦ W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W NW W W W W W W W W ♦ W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W IW W W W W W W W W W W W W W W W W W W W ♦ W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W IW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W J
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W WPW W W W W W W W W W W W W W W W W W . W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
KEY BOTANICAL NAME COMMON NAME CALIPER BALL SIZE HEIGHT NOTES W WWWWWWWWWWWWWWWWWWW WWWWWWWy WWWWWWW W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
LARGE TREES W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
°
FG
FAGUS GRANDIFOLIA
AMERICAN BEECH
2"
24"
MIN.
50-80'
B
&
B,
SINGLE —STEM
SPECIMEN
GB
GINKGO BILOBA
GINKGO
2"
24"
MIN.
50-80'
B
&
B,
MALE ONLY
GD
GYMNOCLADUS DIOICA
KENTUCKY COFFEE TREE
2"
24"
MIN.
60-80'
B
&
B,
SINGLE —STEM
SPECIMEN
QA
QUERCUS ACCUTISSIMA
SAWTOOTH OAK
2"
24"
MIN.
40-60'
B
&
B,
SINGLE —STEM
SPECIMEN
QC
QUERCUS COCCINEA
SCARLET OAK
2"
24"
MIN.
50-70'
B
&
B,
SINGLE —STEM
SPECIMEN
QS
QUERCUS SHUMARDII
SHUMARD OAK
2"
24"
MIN.
40-60'
B
&
B,
SINGLE —STEM
SPECIMEN
TC
TILIA CORDATA
LITTLE —LEAF LINDEN
2"
24"
MIN.
50-70'
B
&
B,
SINGLE —STEM
SPECIMEN
SMALL TREES
HM
ACER CAMPESTRE
HEDGE MAPLE
1.5"
24"
MIN.
25-35'
B
&
B,
3-5
STEM
CLUMPS
AG
ACER GRISEUM
PAPERBARK MAPLE
1.5"
24"
MIN.
20-30'
B
&
B,
3-5
STEM
CLUMPS
AC
AMALANCHIER CANADENSIS 'GLENFORM'
RAINBOW PILLAR SERMCEBERRY MULTI —STEM
1.5"
24"
MIN.
20'-30'
B
&
B,
3-5
STEM
CLUMPS
CF
CORNUS FLORIDA
FLOWERING DOGWOOD
1.5"
24"
MIN.
15-30'
B
&
B
3-5
STEM
CLUMPS
KP
KOELREUTERIA PANICULATA
GOLDEN RAIN TREE
1.5"
24"
MIN.
30-40'
B
&
B
3-5
STEM
CLUMPS
SHRUBS & ORNAMENTAL GRASSES SO. FT. SPREAD HEIGHT NOTES COUNT
PA
PENNISETUM ALOPECUROIDES 'HAMELN'
DWARF FOUNTAIN GRASS
5188
1-2'
2-3'
2.5" POT
240
CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
FOERSTER'S FEATHER REED GRASS
3400
1.5-2.5'
3-5'
3.5" POT
215
MUHLENBERGIA CAPILLARIS 'LENCA'
REGAL MIST PINK MUHLY GRASS
6600
2-3'
2-3'
3" POT
350
GROUNDCOVER SQ. FT. NOTES
TURF I TRIPLE CROWN BLEND 63472 1 SLIT SEED AT 10LBS./1000 SQ. FT. (635 LBS.)
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W IW W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W
11_ 36" RCP
TOP IN— 2048.7'
TOP OUT— 2048.1'
0
PF DP \
\
r \
PF DP \
\
\
►N
►-2
I
I
20' S
IER EA�MENT
% �� 3� CPo55•a,
�N� OAT
1 /
DESIGNER JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
' Asheville, NC [phone]
• NCEF# F-1383
engineering NCLA# C-508
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
LANDSCAPE PLAN
DIVISION CIVIL
DRAWN JIM
A
2019.02.08
SCHEMATIC DESIGN
GRAPHIC SCALE
CONTRACT NO. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
CHECKED JTK
SCALE: 1" = 30'-0"
DATE 6/28/2019
C
2019.06.21
PERMIT SET — STORMWATER
APPROVED DJB
SHEET NO. C6
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN

o�
3
GENERAL NOTES FOR WATER
1. WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH CAROLINA 1
DEPARTMENT OF THE ENVIRONMENT AND NATURAL RESOURCES (NCDENR), AND THE CITY OF \ 1 I
ASHEVILLE. THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES BY REPRESENTATIVES OF
NCDENR, THE CITY OF ASHEVILLE, THE OWNER, OR THE ENGINEER. THE PERMITS REQUIRE
CERTIFICATION OF COMPLETION OF THE WATER SYSTEMS BY THE ENGINEER PRIOR TO ISSUANCE OF \ I N 36'24'40"E �206.06_
FINAL OPERATION APPROVAL BY THE CITY OF OF ASHEVILLE. ALL WATERLINE CONSTRUCTION SHALL _
BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
2. CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES, DRAINAGE
AND OTHER UNDERGROUND FACILITIES BOTH EXISTING AND PROPOSED, AND SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. -
3. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FT. OF A CROSSING IF:
3.1. SEWER LINE CROSSES OVER WATER, OR \ °�
3.2. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18 INCHES. O I \\
3.3. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID \
IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18 INCHES ABOVE THE
TOP OF SEWER, OR USE FERROUS MATERIAL FOR BOTH WATER AND SEWER.
4. MAINTAIN 12 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER , OR INSTALL \ I I I
FERROUS MATERIAL ON WATER LINE WITHIN 10 FEET EACH SIDE OF CROSSING. \
5. COORDINATE EXACT LOCATIONS OF VAULTS, METERS, BACK FLOW PREVENTION DEVICES, AND
SERVICE LINES WITH THE CITY OF ASHEVILLE WATER AND SEWER ORDINANCE, AND THE DETAILED I
ARCHITECTURAL, PLUMBING, LIGHTING, AND LANDSCAPING PLANS.
I
6. ALL WATER MAINS SHALL HAVE 3 FEET MINIMUM COVER. \ II
7. MATERIALS AND INSTALLATION FOR WATER LINES SHALL CONFORM TO THE CITY OF ASHEVILLE WATER \ I I
RESOURCE DESIGN AND CONSTRUCTION MANUAL. ALL CONSTRUCTION SHALL BE INSTALLED BY A
NORTH CAROLINA LICENSED UTILITY CONTRACTOR. ALL WATER APPURTENANCE
COMPONENTS ARE TO BE MADE USING LEAD FREE MATERIALS. UPON COMPLETION AND ACCEPTANCE,
THE PUBLIC PORTION OF THE WATER SYSTEM SHALL BE MAINTAINED BY THE CITY OF ASHEVILLE. I
I I
8. CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS SHALL BE MADE
IN ACC ERDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTORS II I
I
9. CONTRACTOR SHALL NOTIFY ULOCO & APPROPRIATE UTILITY AGENCY PRIOR TO PERFORMING I I
ANY WORK.
I ■
10. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE ESTABLISHED UTILITY EASEMENTS OR
ROAD RIGHT-OF-WAYS SHALL BE A 20 FEET IN WIDTH AND LOCATED IN EASEMENT PER SKETCH. I
20' PERMANENT EASEMENT II
W- I -
10.o'
I I I
11. SERVICE WILL BE PROVIDED ONCE FINAL CLOSEOUT SUBMITTALS HAVE BEEN APPROVED BY THE 1 I I
CITY OF ASHEVILLE'S ENGINEERING DEPARTMENT. o I
12. ALL WATER LINES SHALL BE DUCTILE IRON PIPE WITH RESTRAINED JOINTS. 1 II
13. ALL CONSTRUCTION SHALL BE PERFORMED BY A LICENSED UTILITY CONTRACTOR OF NORTH
CAROLINA.
14. CROSS CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
HAZARD INVOLVED AS LISTED IN APENDIX-B OF RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH
CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL BE LISTED ON
THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVED ASSEMBLIES LIST. THE DEVICES SHALL BE
INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
MANUFACTURERS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE o 1
STRINGENT.
� I
15 RESTRAINED JOINTS BY AN APPROVED PIPE MANUFACTURER ARE TO BE USED FOR ALL PUBLIC � oN
o \
O �
1V 0 V V
\\\ SIERRA NEVADA WAY
�o (PRIVATE)
o \
0 �o
A
UG TO MAR \ ��
E D 00,
C) ��
` 1\ \ 20' - - -
71
WATER LINES WHERE THRUST RESTRAINING IS REQUIRED. HOWEVER, THRUST BLOCKS ARE ,1
PERMITTED WHERE CONNECTIONS ARE MADE TO EXISTING WATERLINES OR WHERE THE USE >
OF MECHANICAL RESTRAINT IS NOT FEASIBLE.
//
16. GAS, CABLE, AND OTHER UTILITIES ARE TO BE INSTALLED SUCH THAT A MINIMUM 3' HORIZONTAL
CLEARANCE AND 12" VERTICAL CLEARANCE ARE MAINTAINED BETWEEN THE WATER MAIN AND THE OTHER 1 I I G
mI
UTILITY. CONTRACTOR TO COORDINATE THE DESIGN OF THESE UTILITIES TO ENSURE THAT
THE MINIMUM CLEARANCES SPECIFIED ARE MAINTAINED BETWEEN PROPOSED WATER LINES AND OTHER m II z I
PROPOSED UTILITIES. 1 I l o l
17. STREET TREES TO BE PLANTED AS PART OF LANDSCAPING SHALL MAINTAIN A 10' ` I ° I C9
HORIZONTAL SEPARATION BETWEEN ANY EXISTING OR PROPOSED WATER LINES.
18. ALL FIRE HYDRANTS, VAULTS, BACKFLOW PREVENTER HOT BOXES AND WATER METERS TO BE ���°° II D I PIN
INSTALLED ON RELATIVELY FLAT AREAS OUTSIDE OF PAVEMENT. �o�° ` I I 9642-39-7277
° 0� I
TESTING/INSPECTION
CD
I N
1. NOTIFY THE ENGINEER AT LEAST 48 HOURS BEFORE STARTING CONSTRUCTION OF SEWER 1
I I
AND WATER FACILITIES. THE ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF INSTALLATION
AND SHALL COMPLETE A FINAL WATER AND SEWER INSPECTION. THE CONTRACTOR SHALL
FURNISH, SECURE, AND PROVIDE ALL NECESSARY TESTING MATERIALS, EQUIPMENT, PROCEDURES, AND 1
CERTIFIED LABORATORY TEST RESULTS FOR USE WITH ENGINEERS FINAL CERTIFICATION OF COMPLETION.
I N
2. PRESSURE TEST WATER MAINS TO 200 PSI MIN AND 250 PSI MAX AS PER CITY OF ASHEVILLE
I
REQUIREMENTS. DISINFECT WATER LINES AND PROVIDE ACCEPTABLE BACTERIOLOGICAL TEST FROM
I
A CERTIFIED TESTING LABORATORY FOR USE WITH THE ENGINEERS CERTIFICATION OF
`
CLEAN OUT (TYPICAL), I I
COMPLETION.
SEE DETAIL 5/C9 I I I
3. SECURE FINAL OPERATIONAL APPROVAL FROM THE CITY OF ASHEVILLE PRIOR TO ACTIVATION OF
1
THE SYSTEM.
MSD MANHOLE
#49-23724.
4. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED SOILS 1
SEE DETAIL 4/C9
LABORATORY UNDER ALL PAVED AREAS. BACKFILL MATERIAL FROM THE BOTTOM OF TRENCH TO
I
WITHIN SIX (6) INCHES OF THE SUBGRADE SHALL HAVE A MINIMUM DRY DENSITY OF 95% AS
PROPOSED 4" SEWER
DEFINED BY THE STANDARD PROCTOR TEST. ALL MATERIAL WITHIN THE TOP 6 INCHES OF THE
`
SUBGRADE LEVEL SHALL HAVE AN IN PLACE DENSITY OF 100%.
I
5. THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH WATER SERVICE MEASUREMENTS SUITABLE AREA ENLARGEMENT 1: 10
I I
FOR PREPARATION OF FINAL RECORD DRAWINGS.
GENERAL NOTES FOR SANITARY SEWER
1. CONSTRUCTION AND TESTING OF THIS SEWER CONSTRUCTION IS TO BE IN ACCORDANCE WITH MSD
STANDARD DETAILS AND SPECIFICATIONS.
2. SANITARY SEWER LATERAL SHALL BE AT 1 /4":1' SLOPE (MINIMUM) FROM POINT OF CONNECTION TO
BUILDING. CONTRACTOR TO CONFIRM INVERT OF EXISTING MAIN OR MANHOLE PRIOR TO INSTALLATION OF
LATERAL.
3. A MINIMUM COVER OF (3) FEET IS REQUIRED OVER PROPOSED SEWER LINES.
4. INFLUENT LINES ENTERING MANHOLES AT AN ELEVATION GREATER THAN 2' ABOVE THE EFFLUENT SHALL BE
INSTALLED WITH A DROP CONNECTION WHETHER INDICATED OR NOT.
5. THE LOCATION, SIZE, MATERIAL, ETC, OF THE EXISTING SEWAGE LINES SHOWN ON THE PLAN ONLY
REPRESENT APPROXIMATE DATA. THE CONTRACTOR SHALL MAKE ANY AND ALL NECESSARY FIELD
INVESTIGATIONS TO DETERMINE EXACT FIELD CONDITIONS PRIOR TO ORDERING MATERIALS OR BEGINNING WORK.
6. THE PROPOSED SEWER LINE SHALL MAINTAIN THE FOLLOWING VERTICAL SEPARATION FOR THE SPECIFIED
UTILITIES:
A. WATER MAIN - 18"MINIMUM VERTICAL CLEARANCE
B. UNDERGROUND TELEPHONE, CABLE AND CONDUIT BANKS - 12" MINIMUM SEPARATION OR CLEARANCE
C. GAS LINES - 18" MINIMUM SEPARATION OR CLEARANCE
D. ELECTRICAL CONDUIT - 12" MINIMUM SEPARATION OR CLEARANCE
DURING CONSTRUCTION, IF THE CONTRACTOR ENCOUNTERS A CONDITION WHERE THE LAYING OF THE
PROPOSED SEWER WILL NOT MAINTAIN THE MINIMUM SEPARATION AS SPECIFIED ABOVE, THE CONTRACTOR
SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH THE LAYING OF THE PROPOSED SEWER PIPE.
T
5
V
SS
SE
3 =
D 7
ri '•
GINS •�
Y
DESIGNER
DRAWN
n CHECKED
APPROVED
JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING
RIOR IN PART HOR USED ALL TREPRODUCED BE FOR CONSTRUCTION
A
2019.02.08
SCHEMATIC DESIGN
JIM
GRAPHIC SCALE
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
B
2019.03.08
DESIGN DEVELOPMENT
JTK
SCALE: 1 "=30'-0"
C
2019.06.21
PERMIT SET - STORMWATER
DJB
\ I I
englneerin
Lexington, KY [phone]
Hopkinsville, KY [phone]
Asheville, NC [phone]
NCEF# F-1383
NCLA# C-508
Z36- RCP
IN- 2048.7'
TOP OUT- 2048.1' °
s� O - - S ER ENT
EA E14
DOMESTIC SERVICE BACKFLOW PREVENTER
IN ABOVE -GROUND ENCLOSURE , y
/ \
FIRE SERVICE BACKFLOW PREVENTER
IN ABOVE -GROUND ENCLOSURE, \
\ SEE DETAIL 2/C10
- PROPOSED E UNDER ICOUND � 20' WATER LINE EASEMENT,
SEE DETAIL 3/C9
ELECT
(SEE MEP PLANS) ` O 4'X6' VAULT, SEE DETAIL 1 /C10
PROPOSED 2j" WL 6" TEE & VALVE WITH END -OF -LINE PLUG,
SEE DETAIL W.23/C7
p ` AREA ENLARGEMENT, SEE BELOW E
p �p�0 � �rOE
M� OE � of
I � of - - -�
W of
UE c u - -
UP/
v� II
I G- G FIRE HYDRANT, SEE DETAIL 4/C10
��IGG G �� PF D A
SUMP WITH DRAIN TO DAYLIGHT, rr
SEE DETAIL 3/C10 rr�
PROPOSED 6" WL
P
o i
� o i
P D
G' MAINTAIN A MINIMUM OF 3'
\ OF COVER WITH 2' OF CLEARANCE� ,
ABOVE EXISTING CULVERT PIPE �,
36 20
� \NV OVA
r -
i
1
C) u
CARRIER PIPE IN STEEL ENCASEMENT,
Z� �i SEE DETAIL 5/C10
r�
CONNECT TO EXISTING 12"
PROPOSED GAS WATER LINE USING BACKSIDE
(SEE MEP PLANS) TAP, SEE DETAIL 4/C10
�J
0
I
I
.
WJ
i ,-
} I�IIE�INEli
yFiE �i SPECi1Ch11 -
__
�+Ja.a
�1EA'u'"E �"EY E1 ri
PIPE NIM DYWETM IN INCHES -- -
�
B E 0� � Y2 _ 16 I- 24
.2; fIENS50F1 ,TABLE- tifTI, :IS A,�dWLfE'
- r 00NEER 1S
PN'a
'kFIfL11EJ �COMp1E[E
•A'IMWEN.-N,FEETI
� 1.2 -�1.E=;.=1Z03 - _
T9,]CIVLCULi1iELT►Qius7l
-
I}.,"EowmcmR THEI._ TV" To -
RESTRAIN-PpE PL7175 CTI
ooENsa+SeASEu
'tkST'0�41E_ GA115 4ALVE�
oPl :anTTEAFLr-mm
aEGAIpi: - �..
� - us�m tau u - -
P
' - EwIop L�_ RLue
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
WD y`l E
EXISTING GAS
(APPROXIMATE)
EXISTING 12" WL
(APPROXIMATE)
DIVISION LANDSCAPE
CONTRACT NO. 101-1007
DATE 6/28/2019
SHEET NO. C7

r
/
/
/ O
/ G
/ Q
CLASS 'A' STONE
8 IN. MIN. DEPTH
z
o11
r}
QQ
cs
NOTES
0 0 0 x Z
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
a 8 Q o 0
TRUCKS.
r x r z w
2.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
r LL 3 J
BY ALL CONSTRUCTION VEHICLES.
0 oin
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
N Z
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
r
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
w 0
0
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
BE DETERMINED BY THE ENGINEER.
V
7.
USE CLASS A' STONE OR OTHER COARSE AGGREGATE APPROVEDcr
Z
BY THE ENGINEER.
0
8.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
LL F
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
z W
Q Z
O O
o N
H
cc V
o O
z
Q H
r W
O Z
O
V
9
0 J
¢ W
Ir
Q
NOTE:
PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
GRAVEL CONSTRUCTION ENTRANCE
49�t
A
_J
PLAN OF FRAME
N.T.S.
SOLID
COVER SHOWN PERFORATED. PERFORATED AVAILABLE
z
O O
IF SPECIFIED.
Q
STATE
USE OF
SYSTEM ON COVER
Q
(I.E.:
SEWER,
STORM DRAIN, ELECTRICAL)
z I-= O
6LL
TOP OF
COVER
Jo_ - M
O0Tn=
wQZLLx
1--0 ¢ O
H
r rzw
(nrLLOJ
oo��
z .
w
0
BOTTOM OF
COVER
1" R.
PLAN OF COVER
Or DC
0 UJI
>
1'-111/2"
z V
Q 0
¢ Z
TYPE #1 7 � II QLL
A \ 3$a'�I F�1� uri
UJI
1 „ �4,k" Q J
1 0
1
~ \ ALTERNATE ¢
SECTION B-B cc
O
—2 MINIMUM WEIGHTS - LBS.
—2'-914" % \ FRAME - 180
( COVER - 120
SECTION A -A 1 ) TOTAL - 300
SHEET 1 OF 1
TYPE #2 1840.54
MANHOLE FRAME & COVER
NOTES:
1. SEE SPECS. FOR
ADDITIONAL 2'—O" 12" 6-011 12"
REQUIREMENTS.
2. ALL WOOD TO BE
FINISHED WITH A
SOLID COLOR
STAIN.
. .. .. .< .. 4'
4.
EDGE OF ROADWAY 1 ° OF .T'kJRNI:OUVNa;
d .
< P ♦ a d
"a d
a...'d
71I1 ad'
I a ♦ , d a
d ♦4.
da
d '
REINFOPACED
CONCRETE APRON '�, ..� ' � -.. 6%' gC.6°'.s'X ..
A. < .' V,11..s} :X:.W 'J.4:'W.W.F.
DRA
j FILL•.. �'
d
OVER '4
'.i.. _4
4 a L ,
d' "4
a' 14 O "dy .. ♦ 4,+
d1 '
♦ d '
.d. C.
4" X 4" POST 12" ? CONCR TE POST
CV
cV
?
1 " X 6"
STAINED
CEDAR SIDING.
3 FOUNDATION E(TYP.) SECTION
0
9 �EW_\1
C
L 0 DUMPSTER PAD
N.T.S.
c
TOP AND BOTTOM .
SHALL BE 10 GAUC
NOTES
MAX. WITHOUT WIRE)
MAX. WITH WIRE
(6' E
MIDDLE AND VERTICAL WIRES
SHALL BE 12It GAUGE MIN.
■ram
—_
-11=11=11=11=I1a11=11P11'-II-
1=11=11=11=11=11=11=II-JI=11
11=11=11=11=11=11=11=11=11=11�-11=11=11=11=11=11=11-11-II-II.11=11=11FII=11=11�11=111
1=11=11=11=11�11=11=11=II=11-J=11�11=11=11=11=11�11=11=114WII4I4'FIL
IN=MATT
11=
WIRE
GEOTEXTILE
USE GEOTEXTILE A MINIMUM OF
36" IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
MAX.
B" MIN.)
f�l
O W
LL
Z
z W
3 W
0 I—
J
M
¢ N
o }
r Q
O
} O
CL
o L
¢ W
O
N.T.S.
00 0000 0 0 0 -,00 00 00 00 0
Q E_ Q Q 00 DENSE GRADE AGGREGATE
d r 0 0�0 0� 00 COMPACTED PER SPECIFICATIONS
f�j O
a0 o a0 0o 00 0 0
'20
oyt��^ 0
p 00 o oog,20
000
CK Oo00 �0 00�0 Oo�� No. 2 STONE COMPACTED
�O PER SPECIFICATIONS
26 Op� OO
00 00 O�O Q�Op
Oo
0 �
GRAVEL PAVING
4" X 4" POST.
2" X 4" STRINGER.
d!12"
r4F
d
CON
POST FOOTIN�M.+++(TYPICAL)
EDGE OF TURNDOWN
REINFORCED
CONC. SLAB
OVER 6" SUBBASE.
2" DEEP SAW CUT
EXISTING DRIVEWAY
x PROPOSED OR IVEWAY PAVEMENT
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
BAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
COMPACTED SUBGRADE
N.T.S.
I� *'SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY
Y C
PLAN
DETAIL OF DRIVEWAY
DRIVEWAY TURNOUT
WHEN DIRECTED.
SECTION C-C
EMERGENCY
NOTE: FOR
10 ACRE
MAXIMUM DRAINAGE AREA
SPILLWAYMINIMUM
L/W RATIO:
2:1
• • •I
MAXIMUM RAT10
0:1
•
r r r r • r • • • r r r • +
MINIMUM DEPTH:
2 FEET
MAX DATA HEIGHT;
5 FEET
r +
MIN DEWATERING TIME;
46 HOURS
STORAGE VOLUME:
IBM CF/ACRE
Porous Bafilas
( SeoUon 6.65
DENR Manual
PVC VENT PIPE
r ---
INFLOW
-_-_ -IOUILLI
CLASS 2
SKIMMER (SEE MA + +
RIP -RA z
+r
v v
DETAIL 7,OBa) .r••
+
• • • • • r • • r • • • • r •
PLAN VIEW
r r r • • r r v • r r v
/--CLASS B RIP -RAP DISPERSION
PAID DESIGNED BY ENGINEER
MIN 1' FREEBOARD-1 EMERGENCY
1 �iLLViaY
z
O co
}
r¢
Z¢X:V
U. 2 ;i
w Q QLLx
1--0QOc
rxrzw
InrwOJ
0ov�¢
z °C
rH
�o
0
0
LL
HEET 1 OF 2
848.02
DEWATERING TONE
FILTER FABRIC -I I I —I -------
---- ----------------------
I I I SEDIMENT STORAGE ZONE
CROSS—SECTION
SEDIMENT BASIN & SKIMMER DETAIL
NOTE:
SEE SPECS FOR
ADDITIONAL REQ.
SURFACE COURSE
BINDER COURSE
AGGREGATE BASE
COURSE
COMPACTED
SUBGRADE
ASPHALT PAVING
SWIMMER MAY ALSO BE
USED NTH APPROVED
STRUCTURES
N.T.S.
z
O co
�Q
¢
DESIRABLE DRIVEWAY GRADES
z cmu: 0
0010
BERM
LEI
r0QO�
<xrz
A
5'-0"
5'-0"
++2% GRADE WHEN • +2% GRADE WHEN THIS
In r LL O J
¢
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION
FLATTER _
O ¢
a
OR FLATTER
+15� OR
EO-i
OR FLATTER
+159a - =
LEI o
=g�
==-==---_
__
o
-2Rs OR FLATTER -8% OR FLATTER
-
•15$ C; FLATTER -.
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST.
GRADE
DIST.
GRADE
B' OR LESS
5'-0"
+2W,*
2'-6"
+5%
8' OR LESS
2'-0"
+6Rs
5'-6"
+2Rs*
101
12' & OVER
4' 6"
+44
T 0"
+2�*
0
LL
O F
Z �
0 C/)
LEI
¢ 0
O = Q
cc }
MAXIMUM DRIVEWAY GRADES
¢ 3 w
r W H
BERM
O
A 8
5'-0"
} o
•+2% GRADE WHEN - +29 GRADE WHEN THIS
3 0
IS
THIS I3 SIDEWALK
IS SIDEWALK LOCATION
--
-4%-
--
-1sc ---
SHEET 2 OF 2
848.02
FASTENING DEVICE FOR
THE DEWATERING UNIT
PVC END CAP
O
PVC PIPE WITH
1Q" HOLES (TYP
IN UNDERSIDE
DEWATERING
TUBE/ARM AIR -TIGHT
ASSEMBLY PVC "C
O
SCHEDULE 40
" ENCLOSURE
'r SKIMMER ORIFICE SIZE IS DETERMINED BY
STORAGE VOLUME OF BASIN AND DESIRED
DEWATERING TIME. SEE TABLE 6.64b OF THE NC
DENR EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
3" SCHEDULE 40 PVC: MINIMUM SIZE ALLOWABLE
FOR THE CONSTRUCTION OF SKIMMER.
•"ORIF
NOTES:
CONSTRUCT STANDARD SIDEWALK 5' WIDE AND
4" THICK UNLESS OTHERWISE DENOTED ON PLANS.
PLACE A GROOVE JOINT 1" DEEP WITH LB" RADII
IN THE CONCRETE SIDEWALK AT 5' INTERVALS.
ONE Y2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR CURB RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
N.T.S.
O
}
Q
Z
O O y 2
1/6 PAID SURFACE OF
W Q LL =
rcD 00
SIDEWALK
JOINT SEALER
IpFrOU,
¢o c a
z j¢
�••e''..e'•:•'s ;.e.'. 'e`.u:. 'e`.e'•: '.'e ;.e.,. 'a?.n:. 'e`.e'•:.'o>.e'•
IL
w0
JOINT WIDTH_ JOINT FILLER
o
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
/ 142" EXPANSION JOINT FILL WIDE x 1" DEEP GROOV
SAWN JOINT WITH JOINT
BUILDING, SEALING COMPOUND
WALL, ETC. 4 RAD 1,"" RAID
CONCRETE PROP.P.C&G.P. ,'."'.�.• "'.o.• "'.�.'"'.v
SIDEWALK AVEMEN'
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
CONCRETE SIDEWALK
4 X D
A- 1
OUTLET W/DITCH
OUTLET W/O DITCH
D
CLASS % RIP RAP
CLASS I RIP RAP
CLASS 'BRIP RAP
CLASS I RIP RAP
TONS
L
* -E
S.Y.
TONS
L
T -E
TONS
L
T -=
S.Y.
TONS
T - L=
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"1
8
21
21
11
22
5
18
11
7
17
36"
11
28
1 29
15
30
7
22
16
10
23
42"
15
37
39
20
39
iD
28
1 22
13
30
48"
49
28
50
28
17
38
54"
60
33
82
36
21
47
80"
73
40
75
44
26
56
68"
89
54
32
67
72"
102
57
104
64
38
78
a:0
LL
z J
33
¢ W
00
N
o N
Ir
Q ~
r W
O �
QZ
0
acc
ca
0
N.T.S.
NOTE: 4 X D
F
FOR CALCULATION PURPOSES
'B'
W
CLASS RIP RAP = 100 LBS./FT3
CLASS I RIP RAP = 105 LBS./FT3
1J-
2XD�
00
B D B z a
N
A a a
PLAN 0 Q
D SLOPE 1L¢:1 OR FLATTER
D
I
T
H
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
DRIP RAP AT OUTLET
O
°C a
r a
Q
O LL.
Ir W
�
N
c�
SECTION B-B
PIPE OUTLET WITHOUT DITCH SHEET 1 of 1
876.02
N.T.S. N.T.S. N.T.S.
V
r
DESIGNER JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
Lexington, KY [phone]
Hopkinsville, KY [phone]
THE RIVETER
DIVISION LANDSCAPE
DRAWN JIM
A
2019.02.08
SCHEMATIC DESIGN
GRAPHIC SCALE
CONTRACT N0. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Asheville, NC. [phone]
701 OLD FANNING BRIDGE ROAD
STANDARD DETAILS
CHECKED JTK
SCALE: AS NOTED
• NCEF# F-1383
N LA# C-508
engineering
MILLS RIVER, NC 28795
DATE 6/28/2019
C
2019.06.21
PERMIT SET — STORMWATER
APPROVED DJB
SHEETNO. C8
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN

CONCRETE SIDEWALK
CONCRETE CURB ACCESSIBLE
PARKING SIGN (TYP )
13'
6" YELLOW BORDER
AND STRIPES AT
45', 2 FEET APART
6" WHITE
OUTLINE
BLUE
BACKGROUND
11�{WHITE ACCESSIBLE
3SYMBOLVARIES
TWO HANDICAPPED SYMBOLS
REQUIRED IF APPROACHED
FROM BOTH ENDS
NOTE:
HANDICAPSIGNS SHALL BE LOCATED BEHIND CONCRETE
CURB, CENTERED IN FRONT OF EACH HANDICAPPED
PARKING SPACE, SIGN MAY BE MOUNTED ON WALL IN LIEU
OF POST MOUNTING WHERE APPLICABLE.
CENTER AISLE SHALL BE 50", UNLESS SPACES ARE
DESIGNATED VAN -ACCESSIBLE, AISLES ADJACENT TO A
VAN -ACCESSIBLE SPACE SHALL BE A MINIMUM OF 8'0
LOCATE AT EDGE OF PARKING SPACE UNLESS
ACCOMPANIED BY "VAN" LETTERING
ADA PARKING SPACE/SIGNAGE
•
-..---..-..-..-..
e• 1'
' 1:'
X °
e •, `- !�-' ° ,"
° a,,. '°;, I e•
- 4••. .'
'e•4: :'64;•'•'p'; '
GENERAL NOTES:
- 1. THIS STANDARD DETAIL DESCRIBES THE USE OF HORSESHOE TYPE end CORED
MANHOLES WITH A CAST -IN -PLACE BOTTOM.
2. USE HORSESHOE TYPE MANHOLE ONLY WITH THE PERMISSION OF THE ENGINEER.
3. FOR HORSESHOE TYPE MANHOLES WRAP THE PIPE WITH BUTYL RUBBER GASKET,
X AND SEAL WITH NONSHRINKING GROUT.
CORED OR CAST CIRCULAR
OPENING SIZED TO MATCH
SEALING DEVICE
z
O O
H- Q
a
Z BE = U
LL J O.Oi
O O O = Z
UJ Q Z LL =
a
_ ¢ z HO-I
F
CO F LL O J
O(n a
~Iti
LLLII 0
SET IN CONCRETE BEFORE INITIAL
SET HAS BEEN REACHED
REINFORCED CONCRETE FOOTING
(SEE SHEET 2 FOR FOOTING
REINFORCEMENT)
Q 0
SECTION Y - Y
EXISTING PIPELL
CORED PIPE TYPE
HORSESHOE OR y
c,W=o
CORED OPENING
I
m
CUT AND REMOVE PIPE
ABOVE 3PRINI NE • II
t-IW Q
LU
2„ ;
(HORSESHOE TYPE) Y �' II 9 Y
a Q � o
WRAP AND SEAL
(NOTE 3)
u, ••
:•• I II - *
,
¢ Z
OW�
___-_•.�
_-__-__-__-_�: __-__I
,•. li `:
I
.' - -
oO
N11INLET
< Luz
X
y 4 -L-
' "q:: I
X
Z N
aN
GROUT
(NOTE 3)
:'' •p•":
°;o•,. °�, I �•.:s.
CUT OR CAST COREDCI
I I
HORSESHOE OPENING II II
OPENING ''
�Q}�
e q• 0 cr .
,.p:'. L• 0'. ;m •;1•;• •::; e, .4.,':
y,:
N
LU
a
EXISTING
PIPE r
aOC
Od1-iV
SET IN CONCRETE BEFORE INITIAL
BET HAS BEEN REACHED SECTION X - X
\\�REINFORCED
._
CONCRETE
E (SEE SHEET 2FORFOOTIINFOOTING FOOTING REINFORCEMENT)
SECTION Y-Y
HORSESHOE TYPE
SHEET 1 OF 2
1525.0E
SANITARY SEWER MANHOLE
DRAPE BAFFLE MATERIAL
OVER WIRE STRAND AND
SECURE WITH PLASTIC
TIES AT POSTS AND
ON WIRE EVERY 12"
COIR FIBER BAFFLE MATERIAL PROPERTY REQUIREMENTS
THICKNESS - 0,30 IN, MINIMUM
TENSILE STRENGTH (WET) - 900 X 680 LB/FT MINIMUM
ELONGATION (WET) - 69% X 34% MAXIMUM
FLOW VELOCITY - 10-12 FT/SEC
WEIGHT - 20 OZ/SY (680 3/M2) MINIMUM
MINIMUM WIDTH - 6.5 FEET
OPEN AREA - 50% MAXIMUM
�4' MAX
9 GAUGE MIN. HEIGHT 3' MIN.
TENSION WIRE STRAND SHALL
BE SECURED TO POST
TO SUPPORT BAFFLE MATERIAL
'-1111I IIh r-IIIIi1111111111=11 = � L= _-
�,� � III= �1 r-I�I-III �IIIIIII�II�II� III-
I� I--II„II�IIIII�U n- - III„III=1
L J -III;
BAFFLE MATERIAL BAFFLE MATERIAL
NOTES:
1. IF THE TEMPORARY SEDIMENT BASIN WILL BE
CONVERTED TO A PERMANENT STORMWATER
BASIN OF GREATER DEPTH, THE BAFFLE HEIGHT
SHOULD BE BASED ON THE POOL DEPTH DURING 11 GAUGE
USE AS A TEMPORARY SEDIMENT BASIN, LANDSCAPING STAPLE
2, INSTALL THREE (3) COIR FIBER BAFFLES IN
BASINS AT DRAINAGE OUTLETS WITH A SPACINGI
OF 4 0 THE BASIN LENGTH Two (2) colR FIBER �II�II�II�III
BAFFLES CAN BE INSTALLED IN THE BASINS LESS h1=1 11E, 11=1 11E, 11=1 11I
n THAN 20 IN LENGTH WITH A SPACING OF 3 THE
E BASIN LENGTH.
a
I COIR FIBER BAFFLE
7 V
V
6 CA
SS/po<7ti9
SE 9r
a
ri
J s 09
Q - GINEF:�'�?
% nnln
Y
DESIGNER
DRAWN
CHECKED
I
APPROVED
JIM
N0.
DATE
DESCRIPTION
A
2019.02.08
SCHEMATIC DESIGN
JIM
B
2019.03.08
DESIGN DEVELOPMENT
JTK
C
2019.06.21
PERMIT SET - STORMWATER
DJB
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN
THIS SIGN TYPICAL AT ALL
ACCESSIBLE PARKING SPACES
THIS SIGN TYPICAL AT
ALL VAN ACCESSIBLE
PARKING SPACES
PENALTY SIGN WITH WORDING
AS REQUIRED BY STATE OR
LOCAL LAW
"U"CHANNEL
POST (2Ibs E/tt )
6" PIPE BOLLARD PAINTED
TRAFFIC YELLOW, FILLED WITH
CONCRETE
SLOPE TOP OF
CONCRETE
GROUNDE/PAVING
SURFACE
3000 P.S.I.
P C, CONCRETE
T1 T2 & T3 BARS @ 8" CTS
o
U
a8
00
a N
cc
s
cc
DO
0 0
N
F
FOOTING DIMNESIONS
-r
REINFORCED CONCRETE FOOTING
FOR 5' PRECAST MANHOLE OR
4' PRECAST MANHOLE
EXTEND 9 GAUGE WIRE TO BASIN
SIDE OR INSTALL T-POST TO ANCHOR
BAFFLE TO SIDEOF BASIN AND
SECURE TO VERTICAL POST
_I-
VARIABLE DEPTH
SECURE BOTTOM OF BAFFLE TO
GROUND WITH 12" STAPLES
AT 12" MAXIMUM SPACING
BAFFLE MATERIAL SHOULD
BE SECURED TO THE
BOTTOM AND SIDES OF
BASIN USING 12"
LANDSCAPE STAPLES
STEEL POST
IL J
2'-0" DEPTH
N.T.S.
R78
RESERVED
PARKING
VAN 2 X 6
ACCESSIBLE
12"X9"
5'0"
(MIN)
3' 00
(MIN)
TL e 21 011
a
e� 3 „
4-
N T.S.
BILL OF MATERIAL FOR 6'-0" FOOTING
BAR
SIZE
LENGTH
N0.
WT. lbs.
T1
#5
5'-6"
18
103
CLASS "A" CONC. YD3 9" THICKI 1.00
BILL OF MATERIAL FOR 7'-0" FOOTING
BAR
SIZE
LENGTH
I NO.
WT. lbs.
T2
#5
1 6'-6"
1 20 1
136
CLASS "A" CONC. YD3 9" THICK
1.36
CLASS "A" CONC. YD3 12" THIC
1.82
BILL OF MATERIAL FOR 8' 0" FOOTING
BAR
SIZE
LENGTH
I NO.
WT. lbs.
T3
#5
7'-6"
24
188
CLASS "A" CONC. YD3 12" THICKI 2.37
z
O y
N }
a a
a
HZ cgLL-j Z
0 o n
Wx
aL3LL=
FU O�ry
F
F-I
CO LL J
cc C)
CL
a "
W G
c
CE W
O O F
cW=
D C0
WQ
111
xo ZpCQ
o OWd
PLACE REINFORCING STEEL SO THAT x O RC .
STEEL IS PLACED A MIN. OF 2" AND A CZ, W H
MAX. OF 4" FROM THE TOP OF THE SLAB, < Q
VO:y
a ��a
o aHv
a Z =
N ~
T1, T2 OR T3 BAR N
3
7" HOOK 7" HOOK
(PER CRSI) (PER CRSI) SHEET 20F 2
1525.06
N.TS,
vF 'fin a I II `J•I na° ali)
� Q I
I lla �111�•• IIk4Il
Innns a III �.• � O
II I��IIb. �O Ilkk
:II II II �i 1 ' / II�II�•
yllkll III IIK
-LI�I --I • O ihLlrllnk
18" EXISTING
(MIN.) GROUND
BACKFILL
e"
(Mxx )
STAPLES ON
1' CENTERS
CQ�` IN TRENCH
�V ITS
6" MIN
MATTING SHALL BE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM OA
6'
3'
Staple
3
N v
MATTING ON SLOPES DIAGRAM
O
NOTES
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, COIR FIBER MAT AND PERMANENT BOIL REINFORCEMENT MAT
(PERM) INSTALLATION AND AS DIRECTED.
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U" SHAPE WITH A MINIMUM THROAT WIDTH OF 1
INCH AND NOT LESS THAN 6 INCHES IN LENGTH.
MATTING INSTALLATION
z
o,
I- Q
a
Ls
00ll2Z
Or
W aaLL=
QU 2 O H
F
toH LL2
0007<
z
R.: >
W M
0
fr
o Z
- O
CD ~
Staple Check Pattern Z Q
Cr
J
f 4„ I C3J
Q
N
o=
a
oc
COZ
Staple 4 CO
N
DIAGRAM Oc a
0
NOT TO SCALE SHEET 1 OF 1
1631.01
N T S,
z
O 07
' MIN. TAPPING SADDLE WITH STRAP a F
SINGLE WIDE AND ALIGNMENT FLANGE. H C[ = U
STAINLESS ILLO,O-I
STEEL STRAP C> 0 OLx z
1,- Bn LLaZLL=
MAX. a 0 C, C3
FLOW INLET PD107 BOX AND LID r z z w
MARKED "SEWER" ¢ N o O
TEE OR WYE 2 � Z O
TEE WYE CONNECTION eox LIDOPTIONAL SHALL BE SET
TAPPING SADDLE AT FINAL GRADE
A RISER SHALL BE THE z
1 25" OPTIONAL THEELATERALAL AS PERMANENT ASS'V
SEE CLEANOUT CAP ASS'Y-
Q
THREADED PILL SECTION AA OLL
UNPAVED AREA CAP MIN. SLOPE
1 /4" PER FT. z
MIN. SLOPE 1/4" Q O
PER FOOT
O p Z
CAP FOR O Q
AIR TESTING V=
THREADED SLOTTED - -1
PLUGOHIO EXTEND SS TO R/W Z
PAVED AREA CAP $ a CC
MAY BE USED IN UNPAVED AREA CO Iq W
COMBINATION
WYE BEND } W
EPDM RUBBER 3 (/)
COUPLING WITH 2
STAINLESS STEEL Q
NOTES: HOSE CLAMPS 0
1. THIS DETAIL SHOWS THE TYPICAL FINAL CONFIGURATION INLET WITH
OF A PROPOSED SEWER CLEAN OUT, A RELOCATED SEWER
CLEAN OUT, OR A RECONNECTED SEWER CLEAN OUT. 45 DEGREE BEND
2. USE 45 DEGREE VERTICAL BEND AT INLET IF GRADE OPTIONAL
ALLOWS.
SHEET 1 OF 1
1520.01
SEWER CLEAN OUT.
SLOPE AS INDICATED iN PLAN Z
VARIABLE T IT NDITI N C7
M�(� G V.O. 9"..
I I I� MIN. �F� H�=V
- - - r #4-BARS 6
--_ -� I -r-r a 15" 00O_2Z
T
i or co
r I 12" 3'• l {,1et 1 = 1'J•,2:1 PIPE Q U¢ C3 IO+
DOWEL
~ PLAN BAR X" , T I I I I NDao�¢
SLOPE AS INDICATED ON PLANS
L -� -� ;z,.tip
VARIABLE TO SUIT CONDITION OPTIONAL Y : '
g" M G .2,-0'g J / CON9T. JOINT DOWEL FOOTING °., F w O
MIN. ■ S . I (IF CONST-
JOINT USED
s ELEVATION END ELEVATION
[_= D
, E-�
PIPE N-
+-
4-- _ 10" I #4-BAPS
I
OPTIONAL I 311 r
CONST. JOINT L DOWEL FOOTING II) -^-'II I
B
JOINT USED B H � 12"
ELEVATION I PLAN
END ELEVATION L- DOWEL
BAR-"X"
GENERAL NOTES:
•CHAMFER ALL CORNERS 1". USE CLASS "B" CONCRETE.
-PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER
WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN ENDWALL LENGTH.
-CONSTRUCT BOTTOM SLAB WITH FORMS.
-WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS. SPACE BARS
APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
DIMENSIONS AND CONCRETE QUANTITIES -WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM OF
THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
-00 NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS ACCEPTABLE,
BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
REINFORCING QUANTITIES
DIA.
15"
18"
24"
30"
36"
42" C.S.
42" R.C.
48" C.S.
48" R.C.
BANS
"X„
„X„
„X„
„X„
„X„
„X„
„Y„
„X„
„Y„
„Y"
„X„
„Y„
QTY.
5
5
6
a
7
7
2
7
2
8
2
8
2
LBS.
12
12
14
14
18
4T
48
52
55
•QUANTITIES BASED ON 2'-0"
0
S.C.P. DIMENSIONS AND VOLUMES
H B G M 3 T YD3
C.S.P. DIMENSIONS AND VOLUMES
H B G M YD3
15"
3'-4"
1' 8"
2'-6"
V-1"
101+¢"
214"
1.0
3'-4"
V-8"
2'-5"
1'-6"
1.0
18"
3'-7"
V-10"
2'-11"
V-3"
10"
2Lp"
1.2
3'-7"
V-10"
2'-S"
V-8"
1.3
24"
4'-2"
2'-1"
T-9"
V-8"
10"
S"
1.7
4'-1"
2'-1"
S'-S"
V-8"
1.8
30"
_4'-B"
2'-5"
4'-B"
V-10"
10"
3i2"
2.5
4'-7"
2'-4"
4'-3"
2'-0"
2.4
36"
W-5"
2'-S"
W S"
2'-2"
91r2"
4M4"
3.6
W-1"
2' 7"
W-0"
2'-3"
3.1
42"
6'-0'
3'-O"
6'-7"
2'-5"
91¢"
514"
4.6
W-7"
W-10"
W-9"
2'-6"
4.0
48"
6'-7"
3'-4"
7'-5"
79"
BL2"
r%"
8.0
W-1"
3'-1"
6'-6"
2'-e"
5.7
CONCRETE `L' HEADWALL
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN INGRAPHIC SCALE OF LE OTHER O HANPTHIS USEDART OSPECIFIC PRO EOCT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
SCALE: AS NOTED
o rL
Z J W w
3 Q > Ha
C � a
0 z0
W DIDit W -e
a IZ O
O J m It
tw WWe
Ili z
o Z N
HEET 1 OF i
838.05
Lexington, KY [phone]
Hopkinsville, KY [phone]
Asheville, NC [phone]
• N CEF# F-1383
NCLA# C-508
engineerin
N.T.&
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
TE'R:
VTWO] i:wAce "GUllna,4
9ae9 Or]redtecedlJP
Ider
1
INtiix I7eCPelt ly
JROAD IRIGHT--IOF� -.fAy,,jIPROPER-
CPropb3f�'' 2G�:WIde I'�ter, tiw'
Im vK.l+e rc{
If ti
drd 1011
�mft'
`
�Fe I7epgpnenit I C. satm.i
�OF'Nre. t�eyQ�Wenq corn Tcumi MS
W
-wor 4ftl9
-
�Ilna-m .1hE6ock11Dr an auL1B, bI
-
-J-0'
_..
-
dlenied.p
- `kris alledlH I@ej�-
Il CrOuw14-
I
ape -
Ri
oirtienwloq� ' I�
-
-
DSE
iERLINE �r BYPASS
Bet
II
LI
--I!iOWfRIGHT-UF-i1U19,'et
- -�
-
t
; fr--
I
I
II
'"
i;�dror.� Asserrl6ly"
r ,-
4�e lRstQll6drlor pomplPanc6i _Frel;_h,�drmtj s1.d;ltie
ins)Glied I,wtthlrt p�Aic' light-fff�ara}cjl
Refer R St_d Detd19,W 15 6ndJ lyf 16j
Re 7u SU
NOT 791JSCA�,
METERED FIRE LINE SCHEMATIC
NJ &
GENERAL NOTES 2'-0' D W T As Z
I.� O
cp
USE 4000 PSI MINIMUM COMPRESSIVE STRENGTH CONCRETE. I }
INTERNAL MIN. NIN. MIN. CIRCUMFERENTIAL H a
CONCENTRIC a
USE ASTN A815 GRADE 80 REINFORCING STEEL. USE ASTN A7084 DIAMETER WALL TOP/BOTTOM AREA OF STEEL a P+
WELDED WIRE FABRIC (WWF). CONE SECTION (FT.) THICKNESS SLAB THICKNESS PER VERTICAL FT. HZ-I� C=0 O
FABRICATE, ASSEMBLE AND DESIGN PRECAST MANHOLE COMPONENTS (IN.) (IN.) (80. IN.) LLO 0 C_ = Z
ACCORDANCE WITH AASHTO M198. W Cc Z LL -
ASSEMBLE RISER AND GRADE RINGS WITH THE STEPS SPACED 12" 4 4 e 0.12 Q U ,, C:) 0
FROM THE TOP TO THE BOTTOM OF THE MANHOLE. 5 5 B 0.15 f- 2 F-
Z
WHERE THE MANHOLE I3 EXPOSED TO ROAD TRAFFIC, CONSTRUCT 8 6 8 0.18 N ~ LL O J
THE TOP OF THE MANHOLE FLUSH WITH THE GROUND AND A MINIMUM �p
OF B" ABOVE THE GROUND AT OTHER LOCATIONS. Z , >
LIMIT DEPTH OF FILL TO 30'-0" FROM FINISH GRADE TO TOP OF O a Iti
BOTTOM SLAB. ALTERNATE CONE SECTION o
THE MIN. SLAB THICKNESS 'T' IS THE DIMENSION OF THE GRADE RING
THINNEST PORTION OF THE TOP/BOTTOM SLAB. MIN. AREA OF STEEL
I9 0.07 1.n.'
" TOP MAT OF REINFORCEMENT MAY BE NEGLECTED IF TOP SLAB HAS ECCENTRIC CONE W
A DISTINGUISHABLE TOP AND BOTTOM.
„ MAX. SPACING W
OF IR UM. R F
LOCATE WALL REINFORCEMENT
'0' + 2 'W' IN MIDDLE THIRD OF WALL
PNWs AxD mA1Es sro. xa. N
T_ M
ADDITIONAL �� Q
C" MIN. #4 REBAR O
e40.a� LL
e40.02 . • STEP STD.
a4-1 • ° ° NO. 840.86 Z
w
a40.1s ,� 1" AS
MIN. a USE MIN. AREA OF STEEL IN TOP
CLR. (CIRCUMFERENTIAL LL
SLAB OF #4'S @ e" CTS. REINFORCEMENT)
EACHWAV/EACH FACE *. cc Q LL
FLAT TOP SLAB LONGITUDINAL
ADDITIONAL #4 EACH REINFORCEMENT 0 Lf) O
SIDE OF OPENING (1" ADDITIONAL #4 EACH RISER '•�
CLEAR OF BOTTOM FACE SIDE OF OPENING (1" a
PLACE BARS DIAGONAL CLEAR OF BOTTOM FACE) p CC
TO CORNERS (TYP.) Z =
,W, �p� ,W„ Fa- W
J
FRAME 8. GRATE
SEE STD. 840.54 BASE a Z T
FOR MANHOLE z Q
1 T, RING AND COVER s a
^'A' : J O
1 11:=JL_-41I 1 L V�it yi,:'Y.:Y':'}•':•:<':'r'::,r':'}'?:;r' <
S•� USE NIN. AREA OF STEEL
I IN BIB OF
0.12 ins PER LINEAR W
FOOT EACH WAY 0-
IL
TYPICAL MANHOLE SECTION
GRATED INLET OPTION MANHOLE OPTION SHEET 1 of i
840.52
PRECAST CONCRETE MANHOLE
001MTN
N T.&
DIVISION LANDSCAPE
CONTRACT NO. 101-1007
DATE 6/28/2019
SHEET NO. C9

-� F
n v
IBUILDING
_ -
1_S®r JMR MIc1MF-■ION.T6W!® 7MMAr �„ ... P S .. -, Yll�li' ��� u� ,} -CE9 71FMi f MIEG7N` fll ®W _ '1M BUIL ING INSTfLtATI00 >♦LL �ON4YS'�BE' I .. r f -- . ^ W�T � I
w i_I , c 4snrc sir oat lonN�s• i j,R r �E a �r
IL iIJltjE77E 1P e["( CAMgNOIekC _- _ ®e- : r: • MM1f£.., LRIFE:WHEIn T0�_£9YPLY-'.MiiH.117URT_-
_ _ L J I �r II ' wev�PEa u NFraaha exifnEl JOYilj er■a�l
+Gm rsYcpdrrETP_ M AiF L ±u - _ _ gR:csr , I _ -_ _ BY OVF BASS VAL
:,AN9 LL j I-aRmh ITHEI A CASE
T 619M1L IMO■WW_ - -) -`. ..
. "'I -, ., _ _ aHJl11LE'SYS70A NA
_ �l 'i�51Api1R
U-: sl,iit,
,.; OOOi G1,..:. IBE. - •EF VPPROr11D 6x fi,E - -
YvATowlu:cr c [ 1 •• - ASE7JRE5 A3ff 7EUMOMA�' r I VALLi _
;5}1-. , .-...---•5 ! Ill = TMR r i r- I 71E LErEW. - - _ EMCU1I0N OF'ktl' ESTOPM CERTF'ICAIE Hf- {` 1�1A�11MA07 K�YFICl-
- , yr Mt., - al IIml10E9 PPESATBE �1 x: a rye /-oE+�LaPoe TMI If�t -YAMr aP�ow lausr eE usEc.{uR ci+ s`
' - • - - - - Ta BE tI6TALlEO W314 A: YIL t7EOL l„ _ - : - III 'N - - - - c f
° %NARes uusr
0 5 FOR aiu,c cF 4ASILT' .. LZMo[
ja. +o.wrTs,xLrTtM�i r, Yc aE PaY r�roxe n� Aw WK HAVE A M R w�TT+ f �-=1 ��: - �itll �E: g w :off LE,' eETr�t+
sNalEcr,ro 3eleuUa il6vi,cT_.. - . _ � � - �.,_ .-� - �, ill. N111->IETENEV •!FlItE SER+At �I ILZI i g_`
n, ■lAPPpr j4+a071''BammTTON: Tsai iw _ _. ' &°^"' APPKYVM 1NA4E31-il f ' - , SHE_SLIgP _M:W {IgF.E� -
"TI , i r• L� '1r qe, A FRE lllE It,�Aanc +Mr �trlsneAFA - --
RUCi40f6CHA40E waver _ _. -r_, 6 ra „'•,.._..^. r t Y. - -, !-A P�5 REDUCWG' ALYi I MUST _ _ L - _ - _ r-� - t♦rL 4F i.� PFE OI�AIAACAic'r30.1MT' !Q'I'Y pi- - a
- - - u - - 1 - i Atk SLIYP PUMP KHAN L1t6 /{ _
- y ppV - _
1EN9LK 409YYE ORANACL:PC SA4i. i 9rl' - ALLiD'MLINE OF 1Ma'SVNNC fJ1EC]fll VALVE, [7if3ifRE 94Y1 8E �7L';LRIIYL61 _OFF h2' ARJtM1tl� - _ _ _ _ _ _ _ _ �- Sw",D III. S7Rt1GTLRE WM-.A1nAP YALLE '�4�':Y_4�
.E T&D ■rTO.;w EYarrn LrmT 1®IXSIs �a u�irfl[ • y :..-'-
-'A' _ _ •� _ - _ - - _ J1317_ _ J
sseM a+®e rassaa;at _ - e,-.-.,5�-dv+a�� - - _ - _ in k wow oF,e'_,Aeotif �or+e� _1.... - .�� I 171I0.3iYtiMT [ I -Y _ III I' .� A4E3r axSLEM I"1�1D0C�55 7 BOSSnII''nF �E,' . r -� 4' - 7-31�tCiY 1F' uHE IS'FZ*wf•��- �-
ra oNT alx: 4' yy__1' Fwv scrttt LUTOIL tlrc lI- v_ -L' _ �.
;E-: wTMlrc IMIRIAPNIIttillAllR9 C nsoc;, �. - --. 'I -. �- .:�' -- -`+ --� 'oE,r , �-,. - - -�I �'IAS L9J- -
-- - - -
rT9tAIL:BE ta,aPEl�r_ ° _ a'._ . _ r - T --y ;• •'�"a:F err _ P,. - ppCE.IiEOLIF�IEFi� $tWy B6:�
.)�, ' raige r� TY[ wLer,6H�A L��I . ■ I fti _ �_ �1/3tILT1 -._ - - _ - -- _ 16 11C '911LI�lBE�k GORDAMCE
, FIIIF
_
,1C:-111pV1®j5T4,T 6 `J16P1ED3F•A' - _ _ I = - _ I � �,F1Q� -
I�4bOhf �q-BE V6ri4llbFJYIaII.:A°_ .' • 1i" YIC_ '1�-Y111'- -J ^' c _9Y 'APPRdpAlA7E _ - -
aPF 6,ClASL'JE
r-I - I 'c r� • T" r"' , 3
II -
------
,r I
J_e'�rlrss� � e -r:. 1�1b�'�[ 'e r� `�" I ... --- I - � - - -� . _--I°�i■]` i ; � - I I JI � 3,• x t� %tea'' i�:l
I I I
...- -- - � .. : - - .. -- --: -- --- ;I .: 1- _ 1�=6 LIB.. �`�-�� _'. I --- --- - - •
htt IaE i �cA�' - - _ -
.�• 111E,
_'_=�•T-'..4', ..i'-," "l/sEASi ■R@=vAll�eT- 1 T©'.._. SIZE._e.I.- DtrIH Mill'
-
. _ ask"
, I I wI DLrI
T]NEljpp'rnOaeecE vr
L .. ;.... [ � Z_. F`jL - :, I• -d kll f' or :: ti _� - ' _ - ..: -- _ i--- --�
_
_ ^ _ eon � • -. .4-IMR1r 1T:�OF n ours urYr, �• - - - � Mw��x a �[ I IJ � 'I
I
_. G+xra�•I� --- I. -. -.._ � �'� _ I I I I � } II � k 4 1_,_ _ - � - - -v ■ r-Q 1 1- - - [ -i ICI i
., ,� ,....-"YIi I' � _ � _- - b .. - . _ � : '�1�"'s I I- _ -,SOM Sanar,■_osoEs - - - _ - - - -
`-' �LINE�IA-11tIH' ..-ems'.-ii01>; '� :Sl _ >: -
I
aArlpt r,u r _ _. a 1sr - I P A_ lA1Si [ L14T(�3N I R EQU I R M E NT ` rr 6.. f Iro■� noE+�] Z . � k I x - -
.n.
L
I
_
... ,- -. *- r. i- �'•' w>a': i91.:I -- I I I - .. 6... II I- 2 - __ - - .. - I _-
I _ I, - -. , $'F - - : '^ ' h I I • I I "f ` •' � . -_,.I. I _ - - l i PLA:lOFI�
a r
VASALT
Ea'R.diLMr+`
_ _ � li 1^•�: 'J '^°�� - _ 4' �� � ll iGH aE',1� - ___--.. II .. _-_-.. -.. I I
-
,r-SAY.`- -.._._ _ _ I
�}P 4 I
.�AIE�_ { •I I
�'1 I :3Yo!'+c"rasnc�4u„c. � t,-:-, ,_.. ,, . , - � �MaMEA-�Opf ;• � _-_•.-. __ _ - _ -_ I, I - �wtwlml J .Ksw■c ' 1+Jv,s, .ac v►mI �nsuAxM wAr�r.. � r : j - � i�N�6-aE�[I
_ _ _h` ■Mr,- Maami Isar:' =.vnrlassr
I
- [�{pw.s _ - I - --- -- - -_ --_ fr�� ; _ ItEacx+,a-S■g,Lwla,
'� qi' 111E+ _ - -- -- - _ +amar + _ -,., .,
� {
- -- IIIF [� [ -
., �.._
• � � �RY� 50[; I �iwF�L E10P6_ t j ilet �, tMDrnony I �rlr �- I-hW-Imli:Tc r f+wrornTsl I I .:. �_., :.. .. -•r. I -..} ,.
- JAM u � TES�iase. ■ar4Lum s,-
_. TE CT
T4� °#JC_, _ v t N G
.F1 _.. r `= w,cu� aia¢ Ili- a �utw wlTa , ; e•-
_. IsEION.'J4•--7k'
Ems,. i
NgT' souE. REVISIONS
z..
. �IC ig-sr- a? -he. Wi'111>`,-2..h-- 1%_:, --' I TdlA►{] �yiq l 1:�
; -S V, T3I __ R _ -
711t DOVERQI�I FRVAUlT ATAN
. - _ SU_. '-
cRtr�n _ I
1'-
�
�,I I
FLOW METER & VAULT FIRE SERVICE BACKFLOW ENCLOSURE SUMP PUMP FOR VAULTS MANHOLES FIRE HYDRANT INSTALLATION
oul
_j
WATER NE -I - -- - -�I _ _ ZF=
WIRE BY HOG RINGS SPACED AT 2' INTERVALS, OR THE
IrI r
THE FABRIC MAY EITHER BE FASTENED TO THE TENSION
r VARIES DUE TO DIFFERING MANUFACTURING DIMENSIONS. TENSION WIRE NAY BE WOVEN THROUGH THE FABRIC. O co = Z
` ` 1
T _ ' TENSION TERMINAL POST LINE POST F U
WIRE N7
• � L y L[NE POST NA ty =
7Qy
GA. BRACE RAIL Q 2 O C7
USE TIE WIE (pB GA.)AT 24" CTRS. YB F i F Z W
TIE FABRIC TO BRACE RAIL. N F O
1L$" J
I 0 KEEP9tAFYfiIER'. OIfI I z -I°C
- I IIr Imo. �.��
- l - -(L - fN 'B ii�:' 1 f�DE 1F3YWC1! Crave ddp line Or o[hBrNmil Of Tree Protection area. Sea NOS28: ¢ WIRE CLIP6/TIER USED u_�• " a>
l.
'. VFATER' [f7NE " " - _ ILES$U _ - TO ATTACH FABRIC TO iC W 0
_ _ Ri. Sl}RGES tree preservetlon plan for fence alignment. 7 See speclRwtlons for additional tree
I I
protection requirements.L " 'i C
TENSION WIRE - A7 OS
C II
] ' POST AT
2 IfthamIsnoexlstln Imgation see TIE Roo B76 DIA. RACE RAIL LINE P
L °A' B L T
h - I III I II WITH TURNBUCKLE III
• I � : � I .__ '- "- - `t= 1M I ,-,(�l� SpadflCetl0n6 forwatering ragUlnamaniS. B, (POLL FORMED) (POLL FOPAIEO)
I !, _p• r I. - _r-_ - T�INLtSS=''S IN ROLL FORMED LINE P MAY BE IVEN T A
- No pruning shall be performed except �I
LZRO52'
. Y approved afboN6t. 3" N[N. ' - _ -� „ M B° FOR 4' S 5'
3 perfo ce t tb a �� p p UNLESSMOTHEROF •IS OIECTED BY O" IN LIEU OF DTHE ENGINNCRETE EER R'•',z H:E 10"OR 4B 5' I 9" FOR 8, W E,� f 'I; /� Fj7jfyc1/''� I' .L.�.I4ND egNlpment shall operate Inside the u2'-6" M[N. FOR 4' 8 5'
MPI-'lll V �LL - 1 C � Ei'171 protedive fencing Induding during fence '.Installation end removal.��� LINE BRACE DETAIL W V� ��•��'^r�,� , 5- See site preparation plan Tar any Z W Z
• "' - �c� '-��.` area One Wllhln the Tres ProtaCllDn " DESCRIPTION FOR REDD HEIGHT FOR PROJECT 3 Z LL
\' V modiflCBli " I8 TH FENCE. SEE PAY ITEM
,STEEL-ENCASEiAENT'-' 4 � W
H E HEIGHT OF
Tree Proteutian IL =
Vt5��7EI T qj y OzDOT DALY. STEELORALUMINUM COATED STEEL ALUMINUM ALLOY OR ALUMINUM Q4LV. STEEL OR ALUMINUM COATED STEEL �LRchain) 6fenc FABRIC R11G40ECOATEDSTEEL LL GAGE FABRIC VANGAG���� kOhalnllnH fenOing FRAME GALVANIZED STEEL FRAME ! EGtOg, ALUMINUM ALLOY GALVANIZED STEEL
St.. posts COMPONENTS All LADE COMPONENTS OC Z
installed ate OC SYSTEM G2 03 Y TEM O1 2 3 Q tN (�
1.90" O.D.1.626" X 1.876" 1.825" X 1.675" Z
�...,,I Q
S ALUMI N PI 2.375" D.D. 1.626" % 1.875" 1.826° X 1.876"
11"X 17" �1 LINE P08T STEEL PIPE STEEL H STEEL R.F. 2.00" % 2. 10" LINE POST STEEL PIPE STEEL H STEEL R.F.
2 "EAT-7APPINLi VA�. uL --. _,. .._'- _ - -- ALUMINUMPIPE
_• ,.� r Z,
. - - .on
TERMINAL POST N TERMINAL POET � Zlaminate Q
11.11
Yx6'6taal posts 2.375" O.D. 2.375" O.D. "U PE 2.875"0.0. 2. B]5" O.O.- _ l_t,"�B ( I 7 _ PIeeNC epeCBld or approved equal. &gNI63CORNER, 2,375"O.D. ALUMINUM PIPE ALUMINUM PIPE BRACESI R,2,875" O.D. I�[�y*�j[��p'STEEL IPE STEEL IPE TEEL PIPE STEEL IPE STEEL PIPE STEEL PIPE
Io CT'!wI, _._11 - -- - _ - - - - - - - --- - ` - - every 50' 5"thiCk ISyo Of GATE PPST UP 2.875"PO.D. 2.675" O.D. 2.876" O.D. 2.8]S" D.D. 2.8]5" O.D. OA.TE POST UP 2.6]6"PO.D. 2.875" O.D. 2.875" O.D.
Y. : -i _ - : along me ER a17 Coarse mulch. TNRU 8 LEAF STEEL PIPE STEEL PIPE STEEL PIPE STEEL PIPE STEEL PIPE STEEL PIPE
1 � Q
fence Q e„i 7
1 - _ KET� ALUMINUM PIP ALUMINUM P[ THRU 8 LEAF
--.
��,�-,y ' 4.000" O.D. E 4.000" O.D.PE GATE P T ]' 4.000" O.D. 4. 000" 0.0. 4.000" O.D. Q
- PROTEG TION GATE
7 LEAF STEEL PIPE STEEL PIPE STEEL PIPE ALUMINUM PIPE ALUMINUM PIPE THRU 12� LEAF STEEL PIPE STEEL PIPE STEEL P[PE O
c i f][NGS �P RTEt�hNCES 11ERP�I I OTE§ _ _ h Maintain existing p�
HALL SE I� IIS` L �klpCp„�M ilk ��) '1�rf{r`� �iE �fj at�r i�� gentle with the 1.880" O.D. 1,860" O.D. STEEL R.F. OR 880" 860" 0.0. 1.880" O.D. 1.BBD" O.D. STEEL R.F. OR
4 I t-- _ - protection fence a BRACE RAIL g7EEL PIPE STEEL PIPE 1.BB0" O.D. ALUMINUM PIPE ALUMINUM PIPE BRACE MIL STEEL PIPE STEEL PIPE 1.66' D.D.
uEo-oF rHRus� eiocKwc TRAt s r Ezaos Esr ma �7 ;
At�D1
RAESiRAINE6•.da4M`f. I_ _ '�yy �9 �yy4�` Cam" I STEEL PIPE
unlessothervrise
F . L qrl� }- 8AXX rif- [ � j �(�, IndlCatBdon the
- O' �: a plans.FOR 4' AND 5' FENCE SYSTEMS FOR 6' FENCE SYSTEMS
�iH Ie IirA9j�QFj Use air excavation
enexpose =to
ALL WABLE P NENT F R FEN E Y TEM
_ s _
SCRIP
,,{� ., �7�r'"_� �+ Sy - _,- $TDI�IQ' _..
TAIPPl49G fi7 _ _ Y'�-�iYLd1^ 6 E R ___-_ _ � f ' ` - II G°llt- ? ri ''7r - SCf71 SECTION VIEW Clesn Cute. 6HE66.01
3 OF 3
tik"MAI-j, i : - _I _. _ _ _ Sa TSf`ittFFRSA4f - ---- DE IN
MVOASS UL --- -
' - _'REVISED ..-� Tf]Rl'T - -
TAPPING SLEEVE & VALVE ASSEMBLY CARRIER PIPE IN STEEL ENCASEMENT TREE PROTECTION - CHAIN LINK FENCE
NOTES:
1. Triangulate Perennials In Mass NOTES:
Plantings Unless Otherwise Noted.
2. Soil Mix - 4 Parts Topsoil to 1 1. Commercial Grade Polypropylene
Part Organic Matter (See Tree Strap. (No Wires Permitted)
Specifications). 2. Finished Grade.
3. 3" Shredded Hardwood Bark Mulch. 3. One Third Depth of Rootball.
Color Enhanced, Black. 4. Taper Side of Tree Pit.
4. Distance Varies (See Landscape Plan). 5. 2"x2"x8' Untreated Wood Stake.
5. Existing Sub -grade. 6. Set Top Of Root Ball 2" Higher Than 1.
6. Planting Bed Shall Be Tilled And Finished Grade.
Amended To A Depth Of 12" Prior To 1 7. 3" Shredded Hardwood Bark Mulch.
Plant Installation. TYPICAL GROUND COVER PERENNIAL PLAN. NOTES: NOTES: Color Enhanced, Black. 5.
7. See Specifications For Additional 8. Remove Burlap From Top One Third
Requirements. N.T.S. 1. o d�oo oe6000 a 0000go 1. Remove Burls From To One 1. Of Root Ball.
8. Remove Plants From Containers Prior 1. Remove Burlap From Top One tP bA i 00 e oo� oOe�Aa a, o P P 9. Soil mix - 4 Parts Topsoil To 1 Part 6.
Third Of Root Ball. o�o o Do u" �a o°�o oaa Third Of Root Ball.
To Planting. 2. 2. Finished Grade o �8 �� no 0�o Q o e �'O�o�oa apoo 4. 2. Finished Grade 4. Organic Matter. (See Specifications).
3. Taper Side of Pit. 2 0��� i�°� eoe 0 4��i 4.�e�u o�i % �u $op p 2 10. Backfill W. New Topsoil No Stones
Ulf 3. Ta Taper Side of Pit. P
4. 3" Shredded Hardwood Bark _ �, _ �, 4. 3" Shredded Hardwood Bark _ r >1" Dia.) 2
3. Mulch. =III III_ 5 Mulch. =III -III �" 5.
11. Existing Sub -Grade. $
Color Enhanced, Black.=III -I Color Enhanced, Black. 1=III12. 2" Raised Sub -grade Platform
5. Soil mix 4 Parts Topsoil III=III; - - -11 -III--I_I III=1. 3' _- - II - =till ill Il,
P 3 -"- II=III III III=III=1 II -III III --"'_"'- 5. Soil mix - See Specifications III III: II-III=III III_I11=1 II -III -III - 13. See Specifications For Additional
4. To 1 Part Organic Matter. III=III=III: =III= 6. Existing Sub -grade. III III -III: -III= Requirements. 3' _ ! - 9.
111-111= I=1 I 1-1-=I
See Specifications). "-"' 7. See Specifications For 14. Prune Only As Directed B Owner. II-III=III
P 6. Y Y ,
3 II 6. Existing Sub -grade. 6. Additional Requirements. 4.
-11 _ II 10.
7. See Specifications For 1 1/2 X VARIES 8. Prune Only As Directed By 1 1/2 X VARIESII=III = II III;
Req ' ements BALL DIA (EE PLA ) Owner. BALL DIA. (SEE PLAN) STAKING SCHEDULE: N - = III= III -
Additional Requirements. S N II _ 11.
�1 III - - - - 5.
8. rune Only As Directed By CALIPER # Of Stakes 1
_ P.III
-III=I1 III=1 :11= Owner. < 3" 2 STAKES 12.
E= > 3" 3 STAKES 3X ROOT BALL DIA.
a
n
I
V
TYPICAL PERENNIAL PLANTING TYPICAL SHRUB PLANTING TYPICAL GRASS PLANTING TREE STAKING & PLANTING
N.T.S. 8 N.T.S. 9 N.T.S. 10 N.T.S.
V
3 r rrrr rr ,
0
�0e SSo��.Yy'
SE 9r
JI _
Q
% nnm
r ALL RIGHTS RESERVED
DESIGNER JIM NO. DATE DESCRIPTION THIS DOCUMENT IS THE PROPERTY OF BELL DIVISION LANDSCAPE
ENGINEERING AND SHALL NOT BE REPRODUCED Lexington, KY [phone] THE RIVETER CONTRACT N0. 101-1007
A 2019.02.08 SCHEMATIC DESIGN GRAPHIC SCALE IN WHOLE OR IN PART OR USED FOR CONSTRUCTION Hopkinsville, KY [phone]
DRAWN JIM OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
B 2019.03.08 DESIGN DEVELOPMENT THE WRITTEN PERMISSION OF BELL ENGINEERING. Asheville, NC. [phone] 701 OLD FANNING BRIDGE ROAD STANDARD DETAILS
li CHECKED JTK C 2019.06.21 IPERMIT SET - STORMWATER • NCEF# F-1383 MILLS RIVER, NC 28795 DATE 6/28/2019
N LA# C-508
SCALE: AS NOTED
APPROVED DJB D 2019.06.28 REVISED STORMWATER MANAGEMENT DESIGN engineering SHEETNO. C10

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGOl CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
if slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
ether mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or ether mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rollederosion control products with grass seed
POLYACRYLAMiDE5 (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved pAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
G. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers,
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands,
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. if 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
*k4 +r NORTH CAROLI NA
'-OPEnvroental Qaalit
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
77rr UZ%T= W711I V1 r
P. Im cmmmm W*&M wroicnm &HALL
X WDITA1E3 WHM THE LEAD Af6M
311D 111111I 7= OF THE STFACT1AYES
CAPICM.
ELM a,cumcom yfam ur snugm mcm TO x
CLUM W=0 VITH S Nffrm >aI*R=
BELOW GRADE WASHOUT STRUCTURE
L� cryps
i
L ACRW WrATM arnoomm AI
CLEAfILY 10111RE1 Comm
fbT11f3 NY hM'XW IgILI
L ne ATE VA~
8TNCTUAM 8110" K KWAD"
VFElI 7W L>OIAB Mom W=
i7 THE 21111AX1UVES
CAPACITY TO PFOVISE AZ9EMTE
HOLIM CAPACM VM A NOOM
EL&L
12 DO= OF FFSEEMM
ABOVE GRADE WASHOUT
ZZINMiE NMDE E VIIIX
STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
��N•CARp��.
EFFECTIVE: 04/01/19
r
DESIGNER JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DOCUMENT IS THE PROPERTY OF BELL
ENGINEERING AND SHALL NOT BE REPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
Lexington, KY [phone]
Hopkinsville, KY [phone]
THE RIVETER
DIVISION CIVIL
DRAWN JIM
A
2019.02.08
SCHEMATIC DESIGN
GRAPHIC SCALE
CONTRACT N0. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Asheville, NC [phone]
701 OLD FANNING BRIDGE ROAD
GROUND STABILIZATION AND MATERIALS HANDLING
CHECKED JTK
SCALE: AS NOTED
• NCEF# F-1383
N LA# C-508
engineermg
MILLS RIVER, NC 28795
DATE 6/28/2019
C
2019.06.21
1PERMIT SET - STORMWATER
APPROVED DJB
SHEETNO. C11
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN

J
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
inspection records must Include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Bate and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event 5 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and elate of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SD®s)
and within 24
3. blame of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event 5 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event . 1.0 inch in
2. Description, evidence, and elate of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. description, evidence and date of corrective actions taken, and
accessible)
event 5 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)�,a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
} NORTH CAROLI NA
Environmental Qualit
INE!:.� �?
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure ,shown on the approved E&SC
Plan. This documentation is required Upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed Initial and date a copy of the approved E&SC
in accordance with the approved E&SC Plan or complete, date and sign an inspection
Plan. report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken Initial and date a copy of the approved E&SC
to E&SC Measures. Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland,
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85,
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the tmeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After discovery) and Other Requirements
(a) Visible ,sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
.
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment-
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at (east ten days before the dome of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
*
Within T calendar clays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
.
Within 24 hours, an oral or electronic notification.
with the conditions
*
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes, the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(l)(7)]
prevent reoccurrence of the noncompliance. f40 CFR 122.41(I)(6).
o
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
JIM
NO.
DATE
DESCRIPTION
ALL RIGHTS RESERVED
THIS DCUMENTDESIGNER S THE PRPETY OF BELL
ENGINEEORING AND ISHALL OTOBERREPRODUCED
IN WHOLE OR IN PART OR USED FOR CONSTRUCTION
OF OTHER THAN THIS SPECIFIC PROJECT WITHOUT00
THE WRITTEN PERMISSION OF BELL ENGINEERING.
Lexington, KY [phone]
Hopkinsville, KY [phone]
FO Asheville, NC [phone]
• NCEF# F-1383
engineeraig NCLA# c-508
THE RIVETER
701 OLD FANNING BRIDGE ROAD
MILLS RIVER, NC 28795
SELF INSPECTION
DIVISION CIVIL
DRAWN JIM
A
2019.02.08
SCHEMATIC DESIGN
GRAPHIC SCALE
CONTRACT NO. 101-1007
B
2019.03.08
DESIGN DEVELOPMENT
CHECKED JTK
SCALE: AS NOTED
DATE 6/28/2019
C
2019.06.21
PERMIT SET - STORMWATER
APPROVED DJB
SHEET NO. C12
D
2019.06.28
REVISED STORMWATER MANAGEMENT DESIGN