SW8030404_Approved Plans_20170801

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1. PLAZA AND SIDEWALK SHALL BE AT A 2% SLOPE FROM
THE PROPERTY LINE TO THR STREET.
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ISSIPATOR
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WATER-M&ERS CANNOT BE RELEASED UNTIL ALL COND11IONS ARE
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1. PROJECT WU- OMPLY WITH CITY CROSS CONNECTION CONTROL REQUIREMENTS. --Iij-276 ,,
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OF GRATE=26.
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-3910) FOR INFORMATION. 0 uj cq 3 �* j
CALL THE CITY (343 0,0- _j - - - - - - - 6
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INV.=21.35 rl PV
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2. CONTRACTOR SHALL APPLY IN ADVANCE TO CITY FOR,LMSTRUCTION 5* 0 r I z
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SSUR-E-ZONE (RPZ) I
WATER, AND SHALL PROVIDE A REDUCED PRE 17 X 23' PARALLEL 18" RCI 0
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BACKFILOW PREVENTION DEVICE ON THE P 0-\
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WATER METER BOX. . .....
4`� .1 -
SYSTEM SUP D BY CITY co
3. ANY IRRIGATION WATER SHALL COMPLY colt CATCH #25
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_P,ONN CTION CONTROL REGULATIONS.
WITH THE CITY'S CROSS, CATCH BA�N/ #3 CATCH BASIN #2
1\ LL_ UL:
PROVIDE A PRES�SURCVACUUM 'BREAKER (PVB) TYPE BACKFLOW SD4H- #3' TOP OF C
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"UP OF GRl\TE=27.15
TOP OF GRATE 5.20.' 39 cl ....
PREVENTOf�-CALL THE CITY (34�-3910) FOR INFORMATION. < tz
TOP=40± INV.=21.5Q ;�F
IINV. 22.62 -j
4. COORDINAT� SANITARY SEWER K <
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,S BRADSHAW IN PUBLIC UTILITIES (343-3910)
REATMENT REQUIREMENTS INV.=v o 0
WITH DOLORE PR� 1.10
00
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EXP"ANSION JOINT 1/2 AREA #
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ISION JOINT 1/2" 34
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ISTING ASPHALT TO REMAIN SDMH #4
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SIDEWALK NOTE: INCLUDED IN THE GRADING FOR A STREET IS THE PROPER -mow 9
PROTECTION OF FlILLS & CUTS BEYOND THE R-O-W EXISTING SPOT ELEVATION 15"FES .......
15" RCP- RTY LI N E
CUT SECTION SLOPE 1 1/21 PROPE �6­
INV.=23.7' 77
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PROPOSED SPOT ELEVATION
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CITY OF WILMINGTON STREET SECTION TYPE W/TYPE "A" CURB,,,, -----35 - - - - - - - -- - EXISTING CONTOUR RIP RAP ENERGY
NTS PROPOSED.SWALE DISSIPATOR OLALE: 1 40'
NOTE:
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THE PROPERTY LINE TO THR STREET.
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PROPOSED SWALE Zj UALE: 1 5 U" APR 4 2003
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THERE ARE NO NETLANDS ON THIS SITE
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SITE WORK NOTES:
11-6w .5/8 3/4- GALVANIZED TIE RODS CAP W/2- TAP VARIES AS DIRECTED BY ENGINEER (10' MAX.) OR
ASPHALT 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
'�'URB GRADE 1. FIELD CONSTRUCTION CONDITIONS. "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
cc IN. #10 GUAGE_� ,FAY WIRES
TOP STRAND M MIN. #12-1/2 GUAGE
to 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
0 ORINATED RUBBER ALKYD, FS TT-P-1 15, TYPE 111, FACTORY
v k OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY SHALL BE A H
i REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING MIXED, QUICK DRYING, NON -BLEEDING.
D
STREETS.
8" BRICK WALLS V.
3/4- CEMENT PLASTER VALVE BOX LINE WIRES MIN.-."- 21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
V) #112-1/2 GUAGE WASTE AND WATER LINES.
ui 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
M OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN 22.
PUTLET PLAN.... VIEW DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE
z
LIMITS OF CONSTRUCTION. <
LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED
CAP ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A <
DEPTH TO DRAIN.
ING OR FILLING, REMOVE ALL TOPSOIL,
BOTTOM STRAND MIN. #10 dUAGE,_l___l' 4. STRIPPING: BEFORE EXCAVAT MINIMUM SLOPE OF 1 % AND BE SCH 40 PVC PIPE AS FOLLOWS: USE z
SECTION A- SECTION B- WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 4" PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8 0
20 GALVANIZED PIPE 04
W/ OUTSIDE I.P. THREADS DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
5'-10- (MIN.) 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
CAP W/2- TAP
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE 0
ELEVATION AT THE BUILDING PERIMETER SHALL BE
23. THE FINISHED GROUND
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. ILDING FINISH FLOOR ELEVATION
3/4* GALVANIZED TIE RODS A MINIMUM OF 6 INCHES BELOW THE BU
F- B ASPHALT
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
CURB & GUTTER
I - 11 1 BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL EROSION CONTROL NOTES AND MAINTENANCE PLAW
OR WOOD POST APPLICABLE LOCAL AND STATE CODES.
oc NOTES:
STE
NOTE: CONCRETE BLOCK 1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
A CASTING 1. 4" DEEP x 8" WIDE CONCRETE COPING CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
2 RES W/12- STAY SPACING MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
c ALL AROUND BASIN CASTING UNE WI FILTER FABRIC AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
1 2* CURB VALVE 2. FIM FABRIC SHALL BE A MINIMUM OF ASSOCIATED WITH BORROW OPERATIONS. FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
2. ALL CONCRETE TO BE CLASS "A" MUELLER OR HAYS AND OPERATION
_T_ 3. FOR CASTING DETAIL SEE C.O.W. SD 36 IN WIDTH AND SHALL BE FASTENED Avft*h
ADEQUATELY TO THE WIRE AS DIRECTED NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
uj u
DETAIL 14-03 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED 1*0
BY THE ENGINEER MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
/_711V 3. STEEL POST SHALL BE 5' 0* IN HEIGHT It = z
PROEIL 04 FILL SLOPE
AND BE OF SELF FASTENER ANGLE OROUND UNE I WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIfvlJM CES IN A CONDITION TO
0*-601-4 DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRAN
B STEEL TYPE c ;g_ PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
PLAN 4. WOOD POSTS SHALL BE A MINIMUM OF 6' MIN. RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY D z
2" BLOW -OFF IN HEIGHT AND 3 . OR MORE IN DIAMETER SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, z
IAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH AN ADDITIONAL 0
NTS WIRE FABRIC SHALL BE FASTENED TO WOODEN OR SC. FILL MATER - OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY OBJECTIONABLE
C.O.W. STANDARD CURB INLET POST In NOT LESS THAN #9 WIRE STAPLF� PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% 2
NOTE: THRUST COLLAR TO BE INSTALLED ON 1-1/2 LONG 698) WITH MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL ces
NIS MAJN LINE. SEE THRUST COLLAR DETAIL OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D- BE REMOVED IMMEDIATELY.
01 COL THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
lol _j
of STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
INSULATED ENCLOSURE I w j UJ Z
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND olowmam
8 PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN U)
2-2 1/2- HOSE NOZZLES 3: Ty -698) WITH APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
CHOR nLTER FABRIC OF THE STANDARD PROCTOR MAXIMUM DRY DENSI ASTM D E
4 1/2- PUMPER CONNECTION 7/8- FOR 2" BFP SKIRT AS DIRECTED By THE UPPER 12 INCHES OF SUBGRADE 13EING COMPACTED IN 6 INCH LAY RS WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. z
32' FOR 1 " BFP THE ENGINEER TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS D
uj
FACE TO CENTER LINE HYDRANT TO
OF STREET HAVE BREAK WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES CF 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS cl
SECTION OR IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
REMOVABLE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
BARREL NOTE: Su� UTILITY PLAN TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
WORD "WATER" ON COVER TEMPORARY SILT FENCE DETAIL IF THE MATERIAL IS
FOR LINEISIZING. BACKIFLOW PREVENTE R IN ACCORDANCE WITH COMPACTION REQUIREMENTS. TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
BE HARROWED
NTS TOO WET TO SECURE PROPER COMPACTION, IT SHALL WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
(n U-
\-BURY LINE FLUSH WITH om- OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
U-i I
0� FINISH GRADE SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
04 SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
C.I. VALVE BOX cr. AROUND THE DROP INLETS.
wo DRAIN PORT REQUIREMENTS. REMOVED FROM BEHIND THE SILT FENCE WHEN IT
GATE VALVE MIN. SIZE 6" 2:,- 5. SEDIMENT WILL BE w
D 04 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
TURN RIGHT TO OPEN m cq
CONSTRUCT HIS WORK. REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES
Ld
w
"RED HEAD* WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH z ce
DRAIN
EXPANSION 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION 8 FOOT STAKE SPACING.
C-4
o Q
ANCHORS OF EXISTING UTILITIES DURING CONSTRUCTION.
NOTE: WHEN THE LEVEL OF
CONCRETE PAD T.C. PLUG 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY 6. THE SEDIMENT BASIN WILL BE CLEANED OUT
1-SEE ASSEMBLY DETAIL
:1 �7 If.'
15" X 15" X 6" MIKE UNDERWOOD AND PROVIDED BY OWNER. SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL E
Lf') 0 0
SHEET NO. SD-18A FOR BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER "o w
JOINT RESTRAINT REQUIRED 12. THE CONTRACTOR SHALL VERIFY DIMEN
2-DUCTILE IRON PIPE SIONS AT JOBSITE. DRAINS PROPERLY. ui fl? V)
Ad :6- m -t , ,
REQUIRED ON ALL HYDRANT WXI �ionfo _x
BRANCH LINES Li 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF 7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 Z" 'Cc:
4
CTION OF ALL EXISTING UTILITIES WITH HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL DISTURBED AREAS
't. RELOCATION OR DISCONNE EAS
'a. vj Y'oaa
HYDRANTS SHALL BE: 4" CLAY�_SAND BASE 6X6-W2.9XW2.9 WMF APPLICABLE AGENCIES AND AUTHORITIES. INCLUDING SLOPES, SWALES, STOCKPILES AND ANY OTHER UNSTABILIZED AR
KENNEDY GUARDIAN
SHALL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY PHASE OF ACTIVITY.
6* m z uj
14. ALL PAVEMENT AND BASE MATERIALS 0 x
AND WORKMANSHIP SHALL
'.60 CONC. PAD FOR 2" BFP
5 DAYS OF a- u<
GUIDELINES FOR 4,3"Xl8m CONC. PAD FOR 1 " BFP CONFORM TO NCDOT STANDARDS. 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 1
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
STANDARD HYDRANT 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND NECESSARY, AND. MULCHED ACCORDING TO SPECIFICAITONS IN THE
NOTES: MND-ARD E8LQ&'lj'[ MANHQ H MANN
NTS I . THE DOUBI F CHECK VALI: AND REDUCED PRESSURE ASSEMBLIES SHALL BE AT LEAST 12" -ABOVE 0802-PREM STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
THE FINISH GRADE, FLOOf., LEVEL OR FLOOR. REQUIREMENTS.
2. PRESSURE VACUUM ASSEIBLIES (PVB) SHALL BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST 40 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
WATER OUTLET. NOTES'
j.
-SIX INCHES.
3. THE MAXIMUM INSTALLATIN HIEGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY Mjjjj!!m2 MANHOLE WALL TO ALLOW BE" SIDE SLOPES BEFORE 00 -
OUTDOORS SIXTY INCHE�t 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS., 10. ALL EROSION SHALL CONTROLLED INCLUDING 0
4. PROVIDE AN ENCLOSURE , tHAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM, TAMPERING, 5 T?O INSIDE OF MANHOLE, tF THE PROJECT IS COMPLETED. m
WEATHER. AND FROST. 1� 4- u PFE COLIAR TO BE BLHLT LLJ
5. UNDERGROUND AND VAUV INSTALLATIONS ARE PROHIBITED. RINK CEMENT. 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL Lii
"D 6. THERE SHALL BE 2e CIJARANCE ON ALL SIDES OF THE ASSEMBLY. L RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT z
CONDITION. CLOSE-OUT.
7. IT IS RECOMMENDED THECtTY CROSS CONNECTION CONTROL OFFICE BE CONTACTED FOR ADDITIONAL 0
INFORMATION PRIOR TO I�STALLING ASSEMBLIES INDOORS. MEW A z
0'
CITY OF WIjMIN!QL0_N BACKELOW ASSEMB STANDARD TAPPiNG DETAIL TEMPORARY/PERMANENT
PRE -CAST MANHOLE GRASS SPECIFICATION
NTS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
RKEI: ADVERSE SOIL CONDITIONS.
NITAFf SEWER FIG. 1 FIG. 2 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. V)
CLASS - C CLASS - C Z
6" MIN. STORM )RAIN 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
AS REQIIRED SHAPED BOTTOM SHAPED BOTTOM SMOOTH AND UNIFORM. 0
2" 3" LOAD 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. '44% o
9CTT
COARSE AGGREGATE 1. - - -- 1� -
LIME: 45 LBS. PER
BC w _Bc 1W
PHOSPHOROUS: 20 LBS PER 1000 S.F.
C, FERTILIZER: 17 LBS. PER 1000 S.F.
EXAF
FINISH AS GRADED STD. CITY OF WILMINGTON 7TOP OF COVER UGHTLY 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
WN? Is PREPARED 4-6 INCHES DEEP.
M.H. COVER SEE DETAIL W&N
TEMPORARY GRAVELLED ......... 0.5 REPAIRED SEED BED AND COVER SEED LIGHTLY.
0
_B 4' 6. SEED ON A FRESHLY P
2' 0" F_ c 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW
MIN.
CONSTRUCTION ENTRANCE /4- CEMENT PLASTER A A Bc ND ANCHOR MULCH.
0, 1 FROM 7. MULCH IMMEDIATELY AFTER SEEDING, A -
HAND Iin- GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
NTS I
MAX CORBEL 1" PER COURSE FIRM UN NED SOIL HAND SHAPED FROM
u WOOD CHIPS AT 500 LBS. PER 1000 S.F.
i ANGULAR BEDDING MATERIAL JUTE & MESH AS PER MANUFACTURER
STANDARD WATER VALVE BOX c 11 BOTTOM OF COVER
& COVER MARKED�C.O. 9 STEPS 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND fill
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
CONCRETE CURB
& GUTTER FIG. 3 FIG. 3 AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. 02282
CLASS - B CLASS - 8
CONCRETE SIDEWALK NOTE: 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
3
LOAD FACTOR LOAD FACTOR WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD 13E
Dm JPN
;R0,00 -mw
SURFACES SHALL BE
C14 AND SEEDING RATES. cm JPN
CL
MACHINED SO AS TO W Bc W Bc
AINTENANCE TREATMENT, AND
u 09-8" 'o RING & COVER CONTACT OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
6 71-1-%.-�.: 10. CONSULT CONSERVATION INSPECTOR ON M
.3 : ­ .. i � . T. .0. z INSURE EVEN BEARING Eb. DLL
C-1 W/INSI )E DROP I OF COVER ON RING COMPACTED FERTILIZATION AFTER PERMANENT COVER IS ESTABLISH
SEAL CLEAN -OUT BACKFILL 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: DAM 4-04-03
STACK W/DUCT TAPE EXTRA HEAVY IPE WPACKY
BACKFILL 20% CARPET GRASS
(SEE NOTE 2) 1/8- BEND 24% BERMUDA GRASS
11-11 3/4' MINIMUM WEIGHTS:
AR
20% TURF FESCUE
cn
Ld -111/2 CREEPING RED FESCUE
RING 190 LBS.
-I f-I %ft COVER 120 LBS.
SEWER MAIN 10%
Bc/4 BUT NOt' 24% ANNUAL RYE GRAIN
AN
PLUG W/4- SINGLE TE EXTRA HEAVY 4"--"'X M LESS THAN
ST ANIAL 4#
PLUG W�WING NUT SOIL PIPE -01/2 *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
(SEE N TE 2) 4* TAPPING SADDLE
DEWEY BROS. NO. MH-RCR-2001
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
TEE OR WYE. HAND SHAPED FROM
NOTES: 1'-lo 114 GERMINATION SHALL BE A MIN. OF 85%.
(SEE NOTE 1) UNDISTURBED FIRM SOIL
I -SEWER TAPS TO BE PERFORMED BY CITY 7--o
1/2- ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
CREWS EXCEPT WHEN TEES OR WYES ARE
2'-9 1/4'
INSTALLED IN NEW MAINS LAID BY THE SECTION "A -A" SECTION "B-B" OF GRADING. ICE FOR
CONTRACTOR. (TO BE USED FOR DROP MH CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERV
2-THESE ITEMS SHALL BE INSTALLED WHEN AS SPECIFIED) SANITARY SEWER CLASSES B & C
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
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