SW8981033_APPROVED PLANS_19990104

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 °IDS kC)
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE \1�1 i`-1 01 C,
YYYYMMDD

N I N . REVISIONS
a Date Description By
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11 IfII I _ o �o� EG i TOTAL AREA 1.25 ACRES W ~
WILLIAMS CLEANERS II M .e° I I TIMBER RETAINING WALL Z)NING B-2 0
TED Lr do MILDRED E. WILLIAMS 11 r ) II 11 ra 1 32 l �� TOP OF WALL VARIES 34.0 TO 31.0 BUILDING AREA 6565 SF �
1366/1256 II I I II cl Ci 1 I PARKING SPACES REQUIRED 79 F�--1 E"1 0"4
II I I II I Ip l • 32.22 1.90 B 47 I PARKING SPACES PROVIDED 86
II I I II I "t I 1 ` - .32 / EG o ° I CONCRETE AREA AK ASPHALT AREA 30 330 SF
18' 2 ' 1 t$ - \ 24 ° 1 ' 6 ' I LANDSCAPING AREA REQUIRED: 2531 SF
II �1 \ ' .. III II II I / IIIIII °•0 IIII2O II �w l II20 il 01 • E7o ` -- a I 2 3 • `�
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LANDSCAPING AREA PROVIDED: 268 9 SFPROPOSED BUILDING
G F.F. EL. 33.0 PROPOSED DETENTION POND
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1 TOP OF BANK 30.0
FLOOD POOL 29.0I PINENORMAL POOL 23.5
A 311 8 BOTTOM 2 .5
1 E
1 .07
If W *PINE ROBERT EARL JOHNSON, SR.30.0 C~fo1 � INV. 8.0 • 30.as 1545/251c EG APPROVED
U nI NORTH C\Cr2
CAROLINA ENVIRONMENTAL IZ
MANAGEMENT 11 I I II I II IIIIIIII �-' III I w�?C7 III I 1 IIIIIIII II \ n( I /^,_ oh 9 'II �+�.`.'' yti tia � ,• �N ti, . . 1 \)II \\\ h C rzI l OUTLET STRUCTURE DIVISION OF WATER QUAL , y ION Ir
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ns - - - EXISTING CONTOUR StormwawParRNouBGS iO3
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PROPOSED SPOT ELEVATION
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Ice
TOP 30.3 y N m 8' 8' 8' 9' I I LIMITS Of DISTURBANCE 04 Lz4
II INV. 28.5 / o TSF rsF DEC 3 01998
°''�' M 6h NP• \I ( - TEMPORARY SILT FENCE
-�•-� -•- /�° ai r �- /� � I I / ,.
II I II . .I. NO. 2 • 29. 1 • • 293s PROJ # S �3
TOP 30.0 -/Nt /y EG EG
II I I I o Q yo °. yo TYP• I I
,999 "�'1'1✓< INV. 28.23 NOTE: NO WETLANDS EXIST ON THIS SITE. a-
I) I I A`� x7l) 50 GRA LED I I
IId o PH C STR TION s I I NOTE: ALL ROOF DRAINS TO BE DIRECTED TO POND.
O EN RAMC O c0 235
II 1 (324) Q. 12 ( ) NOTE: CONTRACTOR SHALL COORDINATE WITH NEW HANOVER COUNTY \111i1III'riii
I I II 1 129.07OL SIGN I h (175), e f o y I FOR SANITARY SEWER SERVICE AND CAPE FEAR UTILITIES FOR N
M R w •' I WATER SERVICE TO VERIFY INVERTS, SIZE, MATERIAL TYPES •.,/ '%
AND CONNECTIONS PRIOR TO INSTALLATION.
I I I .9JWAR 5° �Qg . PREVENTION - STiF�E14n'kD_ _ I _ SEA L
�
N - -\ �30 O - - ElEI.I� VI �QC9TlQ SIL$"JdI�TEB_ - . 31.2a --0awe2ioN Z: 17374
EXIST. 18"RCP - - - - - - - - - - 30.17 - J a - -1I�- - - - 30 ^3 °? i �2 Z :•: APEAR'UiILITIES I - = --� -mac_ - .,fqG
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e -._.�__ . . . . . . . . . . ._._._ . . . . . . .. . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.30 . . . . . . . . . . . . . . . . . . . . - •� ��. v1e PROPOSED NCDOT
s`' ��Qr,*y - �� - . . . . . . . _ Ta _ '�""� PAVEMENT WIDENING DATE 12-28-98
- - - - - -
N OT D.I. N0. 3 - - s
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T. - �� -.= - DESIGN PGT
- -- -
\ V. 26. 8 W --�'� NCDOT D.I. N0. 2 e=e . �.�- _•--'- - - - ....:._ _ - _ - �.._
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• BACKFILL w CLEAN NCDOT D.I. NO. 1 �� ��� � � - -
EXISTING ASPHALT 18 RCP MATCH EXISTING INV. 26.28 SELECT FILL TOP 29.8
ASPHALT GRADE 30.9 INV. 27.34 c
85.75' 21 145.25' 1
»a _ :; 1
s - - - - - - - - - - - - - - - APPROXIMATE LITER OF ASPHALT DE Z 5 199�
4 SITE PLAN JUG WA PUBLIC)21 - a - - CL.G4
NORTH BOUND LANE SHEET 1 OF 2
143't EXTENDED FULL 1" = 20' 100' FULL 0' TAPER
98099
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2X4 WOOD FRAME? SITE WORK NOTES REVISIONS
`/ WOOD OR STEEL STAKE LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
V-6" x 1'-O" x .080 STD. ALUM. REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING Noj
HANDICAPPED PARKING SIGN FABRIC VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. Date Description By
WITH
READ 'RESERVED PARKING" I �+ DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
RESERVED WITH IDENTIFICATION SYMBOL. o G U 'v
4 BOLT TO W0. POST W/ 3/6" cAN01UM o uj LISTED IN SECTION 67-1. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
PARKING PLATED NUTS, BOLTS & WASHERS. 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
"^ 9" x 1'-O" x .080 STD ALUM. SIGN #- - (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
�° CUT OR TOOLED TO READ 'VAN ACCESSIBLE". a: ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
JOINT BOLT TO WD. POST WITH 3/8' CANDIU RUNOFF WATER W _ - OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
PLATED NUTS, BOLTS & WASHERS
p ® w/SEDIMENT-- ri VEHICULAR USE. A LANDSCAPING PLAN SHALL � SUBMITTED IN REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
9" x 1'-O" x .080 STD ALUM. SIGN OOOO ACCORDANCE WITH SECTION 67-0. 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
12 TO READ "MAXIMUM PENALTY $100, - ^, REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
r- GS 20-37.6". BOLT TO WD. POST ��-'_� of 2i SEDIMENT Df OP INLET (2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
a� cQLDRs WITH 3/e" CALADIUM PLATED n W/GRATE FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
�} 7LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISHED I BURIED FABRIC SKIRT (A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
7 WHITEIB BOLL-OWHI BLUE TOA.CxcRouND PRESSURE TREATED 4"x4" POST. GRADE AS DIRECTED BY ENGINEER EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
' ° ANY SIDE OF A PARKING LOT OR RESIDENMLLY ZONED 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE
1-1/2'R( ) 1-1/2"R(TYP) PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A PROPERLY PERMITTED FACILITY AS REQUIRED. -
z I ( I I MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERT' 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXPANgION m
I I- I I I I- I I I I EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
JOINT (ttP.) vvBUFFER STRIP IS REQUIRED IN ACCORDANCE WITH IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
/B"(lYP) /6-(TYP) II I II II I II I h F I I I II�II I I oI SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
II I I-I I Il LI�=I�I- ° INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
_) -h r= - 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
EFC Iyi�l�BOR - GREENrFRt��AOI�D BOR - GREEN _ _ (B) PARKING LOT INTERIORS - INTERIOR LANCSCMING
=III=III==III ( DEFINED As THE LANDSCAPING REQUIRED WITHIN THE RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
BROOM FINISH PERPENDICULAR ID
4D FRAME PARKING LOT PERIMETERS. INTERIOR REQUIRED
WITHIN
APPROPRIATE PERSONNEL.
' - TO PEDESTRIAN FLOW DIRECTION TYPICAL HANDICAPPED SIGN DETAIL WOOD OR SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING, P.C. AND SUPPLIED BY THE OWNER.
n "e NTS STEEL STAKE BE USED FOR PARKING, LOADING-AREA, OR FOR OTHER 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE O
OP INLET BURIED FABRIC SKIRT
VEHICULAR USE OF PEDESTRIAN USE. INTERIOR THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PUIPI DO
LANDSCAPING SHALL BE IN THE FORK OF PLANTING PRIOR TO INSTALLATION. O
1. SIDEwmx THICKNESS SHALL BE 4• UNLESS NOTED OTHERWISE. � ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
2. CONTRACTION JOINTS (C.JJ SPACE SANE AS SOEWMNC WIDTH. PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO t4. ALL PVC UTILITY MAINS SHALL DI INSTALLED WITH A MINIMUM OF 36" COVER
4" SIDEWALK HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
3000 PSI 6" 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.CONCRETE EXP. JT. 4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMFM HORRONiA. DIMENSION OF LESS THAN TWELVE (12) AT FINAL GRADE.
1 8":1' 11.4
MTL. WITH NO CUR& FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS1 5. 1/2" EXPNISION JOINT (EJJ REQUIRED AT 50' MAx. Ar sOEwAx �� q 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
1/2" ENS, AT STJOINTU AND UI NOTED ON AX. PLAN. ' THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL
6. PROVIDE A LAYER OF 15/STRUCTURE.
FELT BE1TIkFN wAtx AND ADJACENT � OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
PARN.IJNC CURB OR SIRUCiURE. BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
cN 11=1 I� I L--III= 7. REINFORCE w/6x6-10/10 W.W.M. GATHER FROM A PLANTING ISLAND. ALL PARKING SPACES SMN1
s, WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
EXCESS BE BLOCKED OR CURBED IN PREVENT VEHICLES EITHER OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
6x6-10/10 W.W.M. COMPACTED - - CURB 50' MAX. SPACING �� AT CORNERS FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT QL
SUBGRADE DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SECTION ril III r NOTES: w
CONCRETE SIDEWALK CONTROL JOINT 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
POLYESTER, OR ETHYLENE YARN-EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW MAINTENANCE 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS H�
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
TYPICAL SIDEWALK AND INHIBITORS
LB/ 1INCH MIN.)-THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 Fr ABOVE THE DROP INLET CREST. CA AL EXISTING VEGETATION THAT IS USED D MEET T.a
INHIBRORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY LANDSCAPING REQUIREMENTS, ALL REWIRED PLANTED LIVING 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A � O
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY 6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
WHEEL CHAIR RAMP DETAIL APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. )R 12 INCHES OF COMPACTED SOIL. OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF NIGHT REFLECTING.
THE DEVELOPMENT' (3/9/88) 20. DUCTILE IRON SHALL BE CLASS 51. 0 P4
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE (2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE x
2" TYPE 1-2 (NCDOT) )VERLAPPED TO THE NEXT STAKE. `
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING STRENGTH OF 3000 PSI 028 DAYS - AIR ENTRAINED. � v
8" ABC STONE (NCDOT) 3/8" AIRCRAFT METAL WITH A MINIMUM LENGTH OF 3 Fr. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
CABLE, COAT. LILDc._srRucruLeE 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM BE KEPT FREE OF UTTER AND ADVERTISING. BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
" " PLAN A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO 1YPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY PAID FOR BY THE CONTRACTOR. U)
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. R 23, SEE GEOTECHNICAL REPORT NO. _ DATED BY
ASPHALT 1/8R TOOLED 1/4•x1. DEEP w/AN THE GROUND, APPROXIMATELY 18 INCHES DEEP. PERMANENT GRASSING DETAIL FOR ADDTIONAL REQUIREMENTS.
JOINT 1/8'R TOOLED JOINT SEEDING MIXTURE CONSTRUCTION SEQUENCE L & I
-�-� I4 VBAR 0 TEMPORARY FABRIC DROP INLET EROSION CONTROL RA71E Gb��) 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR CO-' T/1 FryOyi
II-III-I C7� nr -0 O.C. x 12 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). V1
"o�` gMNSINGS60"FI�ID �VNYDInONS. NTS LE,PD&COLA�A 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
CONTRACTOR SHALL COORDINATE EXTRUDED CURB Y DCOMMON MILLEr is INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. z F�
ENGINE 0 GEOTECHNICAL
AL NTS t z' EXPANSION 1 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING T/1 �-1
SEE PLLAANN FOR PIPE r� FESCUE BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. ^ V)
ACTUAL PAVEMENT SECTION. J�LNr MATERIAL AC A CRIENTATIO INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING H
SEEDING NOTES 0
PAVEMENTSECTION 3 EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) F-1 - T - _l , WHERE A NEAT APPEARANCE IS DESIRED OMIT SD6CEA, CONSTRUCTION.w 2 USE COMMON BERUDADRASS OHIY ON ISOLATED SIZES IMt1E IT CANN01' ff- 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.SIDEWALK J01NT DETAILS LWn DOME A PEST. e� MAY IE R� W� 5 Ib/eon CENTwmEDWSS. SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. A0' TO 12' 4'OULD VED i NTS ` O� Cq�7�NG 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN O
2" I-2 (NCDOT7 NOTE: USE DEWEY BIROS. SEEDING DATES DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
4" CONC. SIDEWALK 1 CH-BN 3A FOR CATCH
w/6x6-10/1D W.W.M. �01� - BASINS AND CH-BN-47 APRIL i - JULY 16 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
EXISTING PAVEMENT 2" H-BINDER Jp I FOR YARD INLETS 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
J0 SEE PLAN CONIC. COLLAR SOIL AMENDMENTS 7, A 4" LAYER Of TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 1- 4 F--y
FQ L _ _ _ _ _ J ENTERING STORM DRAIN PIPING.
1/4 PER FOOT , APPLY LINE AND FERRLM ACCORDING TO SOIL TESTS, OR APPLY 3A0D W/aon J
~ ��N GROUND AGRICULTURE LIMESTONE AO 500 a/acn 10-10-10 FE L03t. 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
4x SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
ASPHALT PLAN 9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. E
s, 1:1 SLOPE I '�
J JA �
PLAN
8" ABC STONE III-III-I to 6' MI F I� o CONIC. COLLAR I�o-i ASPHALT PAVEMENT MULCH 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS w w
NOTE: 2" - 3" ���' E.
SECTION A ISUgL� I EIEV. VARIES APPLY 4.000 w/mm WM STRAVOR EQUNNW Cove OF ANOTHER SUITABLE 11. REMOVE PLAN RALL TEMPORARY OVE TO BE SEROSIONVCONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. Q A
HINT STD TO K ANCHOR C OMNGTACKING Ort1N ASPHALT, ROVING, OR NETTING OR BY CRepAO ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
1' DONE BY NING SFORCES. 4" 6" COARSE AGGREGATE MULCH.
,� ENERGY D I S S I PATO R UWITHSE A WLaI A H ANCHG TOOL A DEN( WITH BLADES SET NEARLY SRWpR CAN tE
USED AS A AlI1LGl ANCHIatlNG 100E
TYPICAL PAVEMENT WIDENING SECTION TURN DOWN SIDEWALK BRICK MASONRY " 2' °"
NTS TEMPORARY GRAVELLED MAINTENANCE FALL GRASSING DETAIL U
Y CONSTRUCTION ENTRANCE FLOW - - MAY FOLLOWING A ONLY IL T 0b tm NIT OGEN. REIPEAT AS GROWTH SEEDING MIXTURE �
GENERAL NOTES: NTS , - - 4" DESIRED, OMIT SGWA AND Mow A6 OFTEN A6 NEEDED.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED REINF.g� FOR �4 '� �� ��/O�1 O
Rye (grain) 120 �
WITH STEPS V-2" ON CENTERS. STEPS SHALL E IN 3100 PSI CONIC. rm w DC)
ACCORDANCE WITH STD. 840.66. EQUAL EQUAL #4 BAR O 4'-0' O.C. 1" CORBEL SEEDING NOTES (,� C\2
CLASS "B" CONCRETE TO BE USED. NOTE: ` MOUNTAINS - AUG. 15-DEC. 15
6• G,ALV, SPIKE ROP NLL��7T TO HAVE SAjND I COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 F•�1
- - - - _ O 4-O O. . 6ROP FOOTING 12 & A ,
ALL MORTAR JOINTS ARE TO BE 1/2 t 1/8" SECTION LEAVE OPENING AS SHOWN I- nE AnN�COMPACTED 18'Rc • SOIL AMENDMENTS 04 0
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF FILTER FABRIC FILL DROP INLET DETAILACRE)( - - - �( THE BOTTOM SLAB. TES STACKyEDR R ULL LENGTH I " F� µ SO��APPLY 2,000 L /o RGR��ND AGRICULTURAL �
BRICK MASONRY DROP INLET NOT TO BE USED IN ANCHOR t1 WALL ro HTQ L� W
ANCHOR ENDS FOR EMD 6 L MIN. +1
- - LOCATIONS SUBJECT TO TRAFFIC. N OF WALL DEADMAI 4,-��i MULCH Z O .,
1>0 JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK ANCHOR APPLY 4,000 LB/ACRE STRAW AHOItOR STRAW Br TACKING NI1ON ASPHALT INETDINc N� T-N O C�
OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN 407E PLAN OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY SIRACHR CAN BE +T +� CD
LIEU OF CLAY BRICK. 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE USED AS A MUCH ANCHORING TOOL :E4 In
TIE O 917 TO WALL 2. CONTRACTOR MAY USE ECCENTRIC M.N. UWr GALV. BAR GRATING - 1" x 1//8" BEARING BARS. FASTEN WITH O I I a
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB TI� LFANGTH INTERVALS TYPE J CUPS. ATTACH TO 1-i/4' x 1-1/4' x1 4' GALVANIZED ~J,
a -O O.C.) ANGLE FRAME. MORiOR FRAME TO TOP OF STRUCTURE ATTACH GALVANIZED WIRE ^ +� ,z co � Z
OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. CLOTH OyER SMALL DIAMETER MAINTENANCE CD CD Z
Y TOP OF BANK 3 ORIFICE (8 MESH .020 WIRE) Repair and mfwMtu do orw Immeaiat T re with 50 ID ^ j"N.I w
FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" • moaW wA opd /aero
30.0 Ju nitrogen M March. N R Te necrm K W eedmo tem 0i
PLAN IN HEIGHT USE 12" WALL TO 6'-0" FROM TOP OF WALL ELEVATION SECTION FL D POOL 29.D Jane 15 aveneed INN so W/acn Kobe (PMemarN Orb aCoryaetal Plain � O O O �
AND 8" WALL FOR THE REMAINING 6'-0". QUANTITIES 5 or Konen (Moontaine) Neepedwo in late February or early March.
WITH COPING REMOVED TO BE ADJUSTED ACCORDINGLY. TYPICAL TIMBER RAINING WALL DETAIL b 18"RbP tu O O) a
BRICK COPING NTS Ap I RMAL POOL 27. 0 °
IN ! 6" CONIC. 4000 psi O .L r"
3'-6" 2 27. r � LC) a. rar.
3 6"x6"xW2.9xW2.9 WELDED
Do 6 15 16" ^ TEMPORARY WIRE FABRIC REINFORCEMENT
a a GRAVEL
A an" � FILTER
B SECTION A - A BOTTOM 23.5
_ FINISHED GR DE `r 7 7 $ PLAN DETENTION POND OUTLET STRUCTURE1.4
„ � No 4 caRt
_ - - - - 7 3 16" 3ii PRECAST 4• RISER RIND
M 4„ �
�I&V 12" OC NTS
ABC STONE
QVMPST R PAD DETAILaWIEW ,, �N I
L -
1'_ • 1' d TOP OF BANK EMBANKMENT - '7 :
�t EL. 30.0 =Z: 17374 �\
SECTION X-X SECTION Y-Y o N�BOX EQUIVALENT TO 9 ' "' 0
w FAINTS ENTERPRISES FLOOD POOL EL, 29.0 : ,Y •SAGNtJE�'
Of NO. EEVB-001 CninIIK\ \\
2. STD. WEIGHT 30 LBS. 1 4" PIPE M.N. 5 3/4 NORMAL POOL `o NORMAL POOL EL. 27.5 '' A REGO \
DIMENSIONS AND QUANTITIES a e• EL. 27.5 s 5 ,,
DIMENSIONS OF BOX & PIPE CONC. TOTAL BRICK MASONRY DEDUCTIONS FOR 1- 4"-45' BEND 6 PORN Pww ; 1 1 6 DATE 10-26-98
PIPE SPAN WIDTH HEIGHT IN BASE PER FT. BRICK MIN. ONE PIPE w 18" NIPPLE & o = DESIGN PGT
D A B H MIN CU. YDS. HEIGHT COPING H C.M. R.C. GLUED C 1 FOREBAY 3
12" 3'-0" 2'-0" 2'-8" 0.267 0.313 0.037 0.871 0.020 0.032 G " ; io 3 BOTTOM EL. 25.0 MAIN POOL DRAWN MLV
15" 3'-0' 2'-0' 3'-O" 0.267 0.313 0.037 0.976 0.031 0,047 1 �
18" 3'-0' 2'-0" 3'-5" 0.267 0.313 0.037 1.106 0.044 0.065
24 3'-0" 2'-0" 4'-0" 0.287 0.313 0.037 1.289 0.078 0.113
3'-3' MIN. 3'-1 3 MIN. 3 BOTTOM
30" 3'-0' 2'-0' 4'-3" 0.267 0.313 0.037 1.367 0.122 0.170 EL. 23.5 C
2
STANDARD" CLEANOUT SE- DETENTION POND & FOREBAY SECTION
N C D OT DROP INLET D ETA I L NTS OCT 2 s 1998 SHEET 2 OF 2
NTS STORM DRAIN MANHOLE DETAIL
NTS
98099
IT