20001558 Ver 1_Site Plan_20001218

r! dam access dam access 0.5 FT. FREEBOARD
~ / MIN.
~ r /
- STORMWATER STORAGE
EMBANKMENT i
f t ~ PERMANENT POOL ANTI-SE
/ ~ (3 FT. DEPTH) COLLARS " / SEDIMENT FOREBAY
_ GRAPHIC SCALE c~~D As MARS") - =1
. ~ ~.t-_ ,I / n ~o a 20 ~o °
- 1 ~ / WEIR TO POND TOP OF BERM CLAY OR GEOTEXTILE LINER p - (IF EXISTING SOILS ARE PERMEABLE) a
~ ~ AND DAM ACCESS 706.87 TYP. ' ~ )
z ( IN FEET) a
/ 1 inch = 40 ft, SECTION W o wetland feature ~ a
a sprliwa ~ ~ `'draining-to W.~tlGnd / -
~ / - 704.50' zones m~
~ outfall structure / ~
- NAME LATIN NAME SYMBQL ~g
~ / _ °
~ ~ ~ ~ _ 1, SOFTRUSH JUNCOS EFFUSUS ~
~ , . , °z~
~ ~ ~ ~ ~ ~ o t _ _ 2, PICKERELWEED PONTEDERIA CORDATA
{ ~ 02 0 99 10 699
~ FOREBAY 10 6 ~ ~ ~ ~6 6 ~8
P >o 3. CAT TAIL TYPHA LATIFOLIA Z w
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p ~a 0~
UQ
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Vl H
x
6 \ 7 1 H~ Q
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~ _ ~ - Pkf .S - - / ~ Pk! ~ _S'fiATf~ E~,
~ ~ ~ ~ Cy4, \ „ 7~ ~ ~ DETENTION BASIN STAGES x a
>>2 - - ~ ~ ~ ,,t~ / %i~ ,n 2 YEAR 10 YEAR 50 YEAR PERM.
- - - - 3000 PSI CONCRETE MTI71 ~'4 BARS
AT 8" EACH MAY. se• xcP FLOOD FLOOD FLOOD POOL OT/178!' PIPE ELEV. ELEV. ELEV: ELEV. ~
0~ ALL STEEL BARS SHALL BE PLACED . NANH COVER lE= 7D4.4Z` 1 t/2` CLEAR FROM BOTTOM OF SLAB.
MANHOLE STEPS 12" O.C 704.67 705,36 705,87 703.00 N N ~
lE=70b.42 (STEPS MUST CONFORM TO W ~cN Q W ~ oo N
8• ~ AS?;1l-C-47B OR EQUIVALENT) L:'=904.42 U rnNN
e' e` IE-704. BADS 6' z ~U~
pI5N G \ e 2' f1 2' w ~ ~zN BAFi7E ?ALL N/OPENDYC r~ahr~ ~L, ~ CEO
• . ~ AT 807710,Y (SEE VIEN A) V U cC C4
` /5 B 12" ~ . ~ ~ c~ E''
~ 3. ~ • OPERATING NUT SHALL BE LOCATED DIRECTLY t~-~ A ~ O ~D DIRECTLY a U . ~
, " 2 CLR UNDER ,YANBOLE • % 8" MAR I 1 VIEW 8 ~ b
1E=703.00' ~ % . ~ • THREADED ROD TO BE 3/4" OR 5/8" STAINLESS STEEL O ~ STAINLESS STEEL N
r • • ~ ~ , i I • ~ ~ RE57RAININC RODS TO BE PASTED USDPC TMO NUTS ~ USDPC 1'IO NUTS ~
~ i. ' ~ 11 ~ ~ I ~
~ ' ~ ; NORMAL POOL ' ~~^tNAL POOL ~ ~ ELE'?.=7u9.00' ~ ~ i
. ~d.. ,v =7n,3 no' v ; • \ ~ _ _ 3s' RCP WATER - - ~ ourcar PIPE - _ QUALR}'OUTLET ST~IUCTURE ~ O , WATER (4) 27fB HEIRS 0 7o4.zs
~~i ELEV.=loo. DIP i 1.OOX 4• CONSTRUCTION JOINT M17F1 MATERSTOP N.T.S. 1 ON EACH FACE
~~~~~~d C \ 8" CURB TO BE POURCD MOIYOLO1ffDC 2 - F
'Y/ \ \ ~ M1T11 BASE SLAB. HOG RBVG AND MBi6 \ ' ~ 5~' ! ~ ! ° 1 ~ ~ ' TIE 12" O.C. MAX. MDt81N MAfl~L57DP r
~ 1E=700.00' ~ , r . PRIOR TO PLACEMENT OF GYlNCR6T!£ e ~ ~ ' ~ ~e USE B" RIBBED M/ CEIYT81tBULB
} - MATERSfOP, ALIGN BULB ON JOINT: VIEW OF WEIR Q
OPENING 8` 3000 PSl CONCRETE SLAB M1Tf1 OPENING VIEW A z -
is b w ,/4 BARS AT 10` EACH MAY. ALL G. VIEW A RETAINING (MEGA LUGS) STEEL BARS SHAM, BE PLACED 1 1/2• _1 AN VI W z
CLEAR FROM BOTTOM OF SLAB.
Fill ALL VOIDS MlTH NONSHRINX
GROUT BELOM PIPE Q NORMAL POOL 8' WElR 0 703.00 U
~v YALVE TO SERVE ~ 6" DIP M/GATE .=703.00' U ELEV
AS EMERGENCY DRAIN FOR DETENTION BASIN = z
z o~
r+ z~
~a
I E~ z
f -
TOP OF BERM 706.8
LET STRUCTURE OUT
~ SEE DETAIL ( ) 1~ ~ Y~ ~ ~ N
i ® ,r< r~
O ~ ~ ~
8 SLOPES TO B ° ~ ~9 SLOPES TO B SEDIMENT ~
STABILIZED TO Nl'~Ef~ STABILIZED TO FOREBAY -~PREVT:NI'•E OSION OkF ~ m w
IDE SLOPES SAFETY BENCH ' _ BETWEEN 4: 0 AT TOP OF SLOPE SNgj FpOT m iW. qR ~OIV pf ~ Z
/ \ \ , _ AND t 0:1 ~E~ WIDE) 0 ~ ) p POHp PMgRSFH = o ~ Ff7 WfR~M~ I iy,tl~ DF f ~ c .
NC ,r~ ~ iY'' Y~~ ~ L" ,`~L1N1111111j1 NO TREE5 ON ~ CAR 3
EN F OW EMBANKMENT / ~ ~~~,,.•~Q~/ ~i •((3 ~ N
- FLO IE-700.00 RIP RAP INLET OUTFALL PROTECTION MINIMUM 10 FOpT WIDE ~ - FESSlp ~."9 ~ ~ LARGE RIPRAP BUFFER AROUND POOL ~ ~ ,~yy~+~ 0 ti ~
PROTECTION „ \ ~ SEDIMENT .@ 9. :a SEAL -p
76 LF 36 RCP ®I.Oq FOREBAY ~ c ~ RE 14959 m
5' MIN. s Af FoD O F P: ~ : ~ ~
A!?O~IOW MDffP IO F ND pfR Sk K ECTORS ~~y •'•;t;GINE~: QO o 0 Q ROC DEFL ~~2
~ _ goo. oo RMANENT POND ~ W, A, EL PE frER ~ ~ MINIMUM 10 FOOT WID (AS REO'D) TING SCHEME NY p~.~ o PLAN , Nousj
2~ ~ BUFFER AROUND POOL UTLET STRUCTURE 0 0 ~~11 3 ~ unuu ~ o
~U~ ' ~ ~ ~ bFG~ MOH a
N.T.S. ~eQ~o o~~ 4 E' EMERGENCY q~'f F~(l
BERM ~ s m SPILLWAY FR '
1 MOH ' ~ ~ ~ a
T u o ~
PLAN PROTOTYPICAL
EMENT PRACTICES BEST MANAG
WATER UALITY BAFFLE WALL (SEE Q
OUTLET STRUCTURE DETAIL THIS SHEET) (WET POND
N T .S No. aF

_ _ -
VARIABLE AS DIRECTED BY THE ENgNEER ~0W STEEL OR WOOD POST
n , ,/r WOVEN FILTER FABRIC (6 ~ 5 WASHED STONE
, s~a~M• , sro' E -I H E 8 FLTER FABRIC
O i_ ~ W
' G G o o ~ r- 7 f s s~ J¢~ 6 0
0 ~ ~ o~ ~ L N
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1..~-~ O J
J..~ H F 3'-a' M GRATE & HOOD GENERAL NOTES: O W °3 ~ ANCHOR SHIRT 6" MNIMUM
- BACK OF CURB STD. 20.02A 1. MORTAR JOINTS i/2" 1/8" THICK
,•-z sro' s/a' p1~1ry-_OF F 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. x 2 ~ a' ,/e 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY/COUNTY ENGINEER. PLC OF GRATING / :NGINEER. ~ ~ I ' II I - II _I~ • - M N I.• I I I ' II ~I i ' B II IN UEU OF BURYING SKIRT, 6" Of
~ ~ 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH ST s-s3/~' ~/a, Y Y ~ 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 20.12 ~5 WASHED STONE MAY BE USED
+ro' ,ro' 8 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. HA BE A MINIMUM OF 32" IN WIDTH AND OVER TURNDOWN. 1. FILTER FABRIC FENCES LL ~
sro' s/s- ,/e' 6. JUMBO BRICK WILL BE PERMITTED. I p¢~,En 3/' 3/~• LET 7, FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12" WALL TO L H1 WALL TO SHALL HAVE A MINIMUM OF 6 LINE WIRES WffH 12" STAY SPACING. w I TO REMNN 2 I N .
~ 2• 6'-0" FROM TOP OF WAIL, AND 8" WALL FOR THE REMAINING 6'-0". 2. WOVEN FILTER FABRIC BE TU~SEJD~HEDA~SILT FENCE S FOR A PERIOD OF MORE N
z ,/e I 3-I 3 t I p ,/e• 8. FOR FRAME AND GRATE DETAIL SEE STANDARD 20.02. SECTION G-G s-e 9. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE THE SPILLWAY CREST 3. STEEL POSTS SHALL BE 5'~0"~E HEIGHT AND BE Of ~ 5 WASHED STONE } SELF-FASTENER ANGLE STEE m
SECTION E-E , , ~ ; INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 10. WEEP HOLE(S) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC F 1 (ONE) CUBIC 4. WOOD POSTS SHALL BE 6 TO 1 FEET IN HEIGHT AND 3 TO 4 BE PLACED AT INCHES IN DWAIETER. WIRE FABRIC SHALL BE FASTENED TO STEEL OR WOOD POST
Ue' '/a X F00T OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT I ~/a, 1'-3 3/~' ' 1) WEEP HOLE. WOODEN POST WITH NOT LESS THAN ~9 WIRE STAPLES 1-1/2" LONG. RIPRAP aFLpw ~
2~_2• N 6 SECTION X-X 11. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE FIVER FABRIC ~ NT TO A CHANNEL, CREEK OR POND. i ~ ~ IS USED ADJACE H
I 3 3/4• '/a~ PLA 12. SEE STANDARD NUMBERS 10.29 AND 10.30 FOR PLACEMENT OF CATCH BASIN. z 6. TURN SILT FENCE UP SLOPE AT ENDS. z ~ - J _
SECTION H-H ~ z• I I--4'-, 3/~-i -2,/9' t7 I D WITH WIRE MESH 8 CENTERED POSTS MAY BE USE. ~ Q`~ O 7. WHEN FABRIC S USE 6 0 ~ ~ o ~ 5 z o ~
z ,/e' 8 ^ ~,-a. 1 f " MAINTENANCE NOTES• 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCWLLY N E
~Q 1 f SECTION F-F APPROVED DATE 8" - RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. - E TI N -
STEP P ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
DROP INLET ° GRATE FOR FRAME AND ^ 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTNE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE ANCHOR SKIRT 6" MINIMUM
FABRIC SHALL BE REPLACED PROMPTLY. w (SPluwaY) a
SCALE: NOT TO SCALE 8 ^ CO M Nf DEPOSffS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT MRI 2/3 STREAM WIDTH 3. SED E FENCE SHOULD BE REPLACED. THEY MUST BE REMOVED WHEN OEPOSTTS REACH 0
8 OUTLET H 1 r- APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSfTS REMAINING IN U ~ ~ PLACE AFTER THE SILT FENCE iS REMOVED SHALL BE DRESSED TO CONFORM - A
o = z TO THE EXISTING GRADE, .PREPARED AND SEEDED. z
r 1' MIN. BELOW LOWEST W ~ H BANK LEVEL (MIN)
FILL SLOPE Z
TINY-Y N ELEVATION SECTION J-J SEC 0 E
COMPACTED BERM WHERE 30" TO 36" PIPE IS USED ILT FENCE RIPRiW PORARY S TEM SECTION A-A
2' MIN SIDE ELEVATION/SECTION M-M =M SCALE: NOT TO SCALE ~"~T0 ~ HARD• WELL GRADED CLASS B EROSION
Ffp(SH G ERE 42" TO 4" PIPE IS USED CONTROL STONES. [-a
NATI/~ ~ G~ND
T PORARY ROCK CHECK DAM EM
NAr J J M M SCALE: NOT TO SCALE C7
URA M ~ A R N
N ~ I N h
WIDTH AND DEPfH TO BE DESIGNED .III= ~~r W ;~o°oN
BY ENGINEER (1' MIN) NOTES: I ~,0+~° • ~ N N U ~ N
SEE SHEET 20.O1B NOTE: FOR DETAIL OF 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE a~ +++++++""'+~a~~ Z ~ U ~
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF tx. PLAN SLaB PLAN APPROVED DATE OF TRENCH MUST BE ALLOWED FOR COMPACTION OF TILL ~i0 W (7 ~ ATE ~ SS y ~ ~ N MATERIAL BACKFILUNG OF TRENCHES SHALL BE ACCOMPLISHED - Q, h~ H ~ p0 _I I F ~ ~ ,
THE FILL AROUND THE - I : ~ P~' 'f' ~ U ~ 00 IMMEDIATELY AFTER THE PIPE IS LAID I ~ ~ ~ ~ d' v ,
T H BASIN 15 - 54 BRICK CA C :O O rn ~ r: ~ ~F PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". ~ OUTSIDE DIAMETER ~ ~ "I ~ "A cn " ~ C~
H L WATER BE PERMITTED l i I I ~ ' Q to W Z: ~ = O UNDER NO CIRCUMSTANCES S AL : v of a e~
Y SILT DITCH SCALE: NOT TO SCALE T MPORAR E KFILLED TRENCHES AFTER THE PIPE HAS BEEN , y ~ r . b TO RISE IN UNBAC ~I TI N REQUIREMENTS SHALL BE ATTAINED BY :r ~ , ~ PLACED. COMPAC 0 _I ~ ~ , d . O
R I 0 N THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAVE ~ - ~ ~p
SCALE: NOT TO SCALE OF EU+CKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED ( I I ~
I-1 ilr_ INTO PLACE. - a VARIES I
(15" MIN) I
W (6' MIN.) 2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95~ OF TAN ARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. 4 Z 4 S D
/5 WASHED STONE F(~W FREEBOARD (MIN.)
TOP OF BERM 2' uIN. 1' FREEBOARD (MIN.) 3, ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. -III=I I ~I ~I I ~ ~ ~ , I ~ ~ ~
I / SIGN HIGH WATER III=~~-~~~~~~~~1=11 _Ilr
/ 1 MIN. DE SILT FENCE \ SPILLWAY CREST 4. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
/ - Q
\ SEDIMENT STORAGE - e ::~~,e>,.:,;:o:aee~; 8 MAX. 12" 5 WASHEDI ST~ 2 H DETAIL z TRENC 8 MAX. ~ I- -
MAXIMUM LEVEL OF SEDIMENT CLEAN OUT STAKE ~ 1 1 1 -J
\ C-0LLECTED (CLEAN BASIN OUT H A A WHEN THIS IEVEI REACHED) SCALE: NOT TO SCALE z O F--~ ~
Z 2 - / O
I Q U U
IP RAP STORAGE AREA ~
i I N THROUGH BASIN AND FILTER SECT 0 z W (5' MIN.) I
\ (SEE STD. N0. 30.03 FOR GENERAL NOTES) 0
2' MIN. ,5' FREEBOARD (MIN.) Z
CATCH BASIN O
1 ~I
I 1800 CU FT /ACRE
3 L /1 ' MIN.1 cuss 1 oR 2 PLAN VIEW CARRY RIP RAP UP ( ) ASS 1 OR 2 8' MAX
SIDES OF SPILLWAY---~ RIP RAP P RAP 11
NCDOT X57
9LT FENCE 20" E BASIN SECTION ABOVE I I WASHED STONE ~
s
p5 WASHED STONE ~1~ ~5 WASHED STONE WASHED STONE ILTER FABRIC = N ~ ~
F(O ~,0~ H - 6 MI J _ F/ I I
12 MIN, a ~_ul i~u~, u~i ~ „ ni=1r, ~ = F I I = 8 CROSS SECTION
= FILTER FABRIC SKIRT ~ ~ / i~i =i I x = ll~ IN 6. OF ~5 STONE r ~
,i ~ SILT FENCE '-4 ~ i F 0~ ~ x m m o s w ~
X T MIN. V Z
~ j ~ x - ~ ~ I / RIP RAP APRON ELEVATION OF BERM AND FILTER ;1 SIDE CLASS B EROSION CONTROL STONE ~ o 2
I ~PTN B ~ x f I ERM SLOPE MAX Op
CTIDN A-A SE o~~ S R TH cn N WE
~?~H J _ ~
Q n I c
GENERAL NOTES: x \x..sx~ w ~ Q m
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS SILT FENCE WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DE9GN DEPTH OF THE TRAP. RIP RAP APRON TO CONTINUE 3 Q Q
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH TO LIMITS OF DISTURBED AREA A MANNER THAT IT WILL NOT ERODE. 0 0
3. THE STRUCTURE SHALL BE INSPECTED A~CENTCANDTRPARS MADE ASENECESSARY.
FINANgALLY RESPONSIBLE PARTY OR H S FILTER FABRIC Z I
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUq~ A MANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABIUZED WHEN THE STONE SECTION
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. m 0
6. SL1 FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH DETAIL C-5.2-2 z a
- IN T A N M N A o
V A M
DIMENT TRAP SCALE; NOT TO SCALE T RM INLET SE LT FENCES 0 SI SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
No

STRUCTION NOTES: CON
II. SAFETY IV. CLEARING/DEMO CLEARING/DEMOLITION
I. MISCELLANEOUS THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF U. IF SUBGRADE SOILS EXHIBIT PUMPING DURING COMPACTION, THE AREA SHALL BE A.
AND A. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, A. THE CON' A. CURRENT EDITIONS OF THE NCDOT ROADWAY STANDARD DRAWINGS THE SITE NEC THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE ALLOWED TO DRY UNTIL THE SOILS BECOME WORKABLE WITHOUT PUMPING, THE MOISTURE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE CONTENT OF THE SOILS SHALL BE ADJUSTED TO PREVENT PUMPING,
HALL BE CONSIDERED PART OF THESE PLANS. ALL SAFETY REGULATIONS SHALL BE ENFORCED• THE CONTRACTOR OR SEEDED, MUL( SPECIFICATIONS MANUALS HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION, V. EXPOSURE TO THE ENVIRONMENT MAY REDUCE THE STRENGTH OF SOILS IN FOOTING,
SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS MATERIAL IMN B. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND PERSONNEL. FLOOR SLAB, AND PAVED AREAS. IF THIS OCCURS, THE SOFTENED SOILS SHALL BE REMOVED AND
INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNMENTAL AGENCIES, THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SHALL OBTAIN ALL B, THE CONTRACTOR'S MAINTENANCE OF TRAFFIC PLAN MUST BE B• THE TOP B, THE TOP 6" OF GROUND REMOVED DURING CLEARING AND REWORKED IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. IF RAINFALL IS EXPECTED AT A
NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SHALL SCHEDULE ANY SUBMITTED AND APPROVED BY UNION COUNTY/NC DOT AND EAGLE GRUBBING SH GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER OR TIME WHEN BEARING SOILS IN FOOTING AREAS ARE EXPOSED, A 2 TO 4 INCH THICK LAYER OF
NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. ENGINEERING PRIOR TO BEGINNING ANY CONSTRUCTION ACTIVITIES. THE OWNER'S THE OWNER'S ENGINEER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS LEAN CONCRETE MAY BE PLACED IN SUCH AREAS. OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S ENGINEER, REMAINING T N FF AWAY FROM THE
T IN THESE PLANS OTHERWISE DI C. ALL SPECIFICATIONS AND DOCUMENTS REFERRED 0 T THE PROVISIONS EARTHWORK EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE W. THE SITE SHAII BE GRADED TO TRANSPOR SURFACE RU 0
SHALL BE OF THE LATEST REVISION. C. LABOR SAFETY REGULATIONS SHALL CONFORM 0 SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF EXCAVATION R UIRED PROVIDED THAT THE STRUCTURES AND PAVED AREAS. WATER SHALL NOT BE ALLOWED TO ACCUMULATE (POND) W EXCAVATION IS TO BE UTILIZED ON-SITE IF EO AROUND THE BUILDING PERIMETER OR ON PAVED AREAS. ~
PERFORMED SHALL COMPLY WITH THE REGULATIONS AND TRANSPORTATION. MATERIAL IS D. ALL WORK TESTING COMI MATERIAL IS DEEMED SUITABLE FOR CONSTRUCTION BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO BE EITHER STOCKPILED ON THE GENERAL ROCK EXCAVATION:
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING VER THE WORK. D. CONTRACTOR SHALL PROVIDE AND MAINTAIN HIS OWN SAFETY SITE AS DIRE SITE AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM ROCK SHALL BE DEFINED AS ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH ASINGLE- m
JURISDICTION 0 EQUIPMENT IN ACCORDANCE WITH HIS HEALTH & SAFETY PROGRAM AND THE SITE. TI THE SITE. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS T TH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A MINIMUM DRAW BAR PULL RATED AT THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK FROM THE SITE. 00
FORMED UNDER THIS CONTRACT SHALL INTERFACE ALL OTHER APPLICABLE LEGAL AND HEALTH AND SAFETY THAT ARE NE E. WORK PER NOi LESS THAN 56,000 POUNDS (CATERPILLAR D 8K OR EQUIVALENT). C. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIALS SHALL BE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER REQUIREMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR C. ALL CON! CONTRACTORS AND UTILITY COMPANIES. THE CONTRACTOR PROVIDING ITS EMPLOYEES AND SUB CONTRACTORS WITH ADEQUATE DISPOSED OF DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY THE VOLUME OF ROCK EXCAVATION SHALL BE DETERMINED BY A LICENSED SURVEYOR BY THE ~
SHALL COORDINATE AND SCHEDULE HIS ACTIVITIES, INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND REQUIREMENT REQUIREMENTS OR AS DIRECTED BY THE OWNER OR THE OWNER'S ENGINEER. AVERAGE END AREA METHOD. THE CONTRACTOR SHAII SUBMIT TO THE ENGINEER A SCALED PLAN WITH SUFFlCIENT ELEVATION POINTS TO ACCURATELY DEFINE THE VOLUME of ROCK
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY SUB CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH COMPANIES. ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN EXCAVATED. THE DEPTH OF ROCK SHAII BE DEFINED AS FROM TOP OF ROCK TO THE CONTRACT ° z
COMPLIANCE WITH ALL OCCUPATION SAFETY AND HEALTH PAVING AND GRADING SPECIFIED ELEVATION FOR EXCAVATION.
F. THE WATER, SANITARY SEWER, AND STORM DRAINAGE FACILITIES REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION LAWS. V. PAVING AND i ARE SUBJECT TO THE REVIEW AND APPROVAL OF UNION COUNTY THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY CONTRACTOR SHALL BE COMPENSATED FOR ROCK EXCAVATION AS DEFINED HEREIN IN
AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PROGRAM BUT JUST BASIC REQUIREMENTS. A. ALL DELE A. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED ACCORDANCE WITH CONTRACT UNIT PRICES. DEBRIS)IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR
THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBLIC RIGHT-OF- DEBRIS) IS Ti WAY. E. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE AS DIRECTED AS DIRECTED BY THE OWNER, THE OWNER'S ENGINEER, OR OWNER'S
REQUIREMENTS OF THE DEPARTMENT OF LABOR'S OCCUPATIONAL SOIL TESTING SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED ~
SAFETY AND HEALTH ADMINISTRA110N RULES AND REGULATIONS• OR REMOVED PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION OWNER'S ENC OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER OR THE TRENCH ROCK EXCAVATION: ' NGINEER. EXCAVATED AREAS TO BE BACKFILLED WITH X, TRENCH ROCK SHALL BE DEFINED AS ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A A Q OWNERS E
STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926, SUBPART P. APPROVED M APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. BACKHOE HAVING A BUCKET CURLING FORCE RATE AT NOT LESS THAN 24,700 POUNDS U
T F T IN THE CURRENT EDITION CONTRACTOR F. THE MINIMUM STANDARDS AS SE OR H NECESSARY CONTRACTOR IS RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE (CATERPILLAR MODEL 225 OR EQUIVALENT). A THE SITE. Z ~ NECESSARY FOR REMOVING DELETERIOUS MATERIAL FROM W
OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (U.S. DOT) BASIS OF PAYMENT FOR TRENCH ROCK EXCAVATION: ~ O
TILITIES SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, g, THE CON PROTECTION OF EXISTING U MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, c B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING Y. PIPE TRENCH: THAT VOLUME DEFINED BY THE PIPE DIAMETER PLUS 18" AND THE DEPTH EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, FROM TOP OF ROCK TO BOTTOM OF PIPE PLUS 6" MULTIPLIED BY THE ACTUAL LENGTH.
N BARRIERS NECESSARY TO PROTECT THE EXCAVATION.. CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD WARNING DEVICES A D SHEETING OR SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL WALL FOOTING, PIT: THAT VOLUME DEFINED BY THE WIDTH OF FOOTING PLUS 12" AND THE
THE CONTRACTOR SHALL PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. F ALL WATER SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY BE USED AS LOCATIONS 0 BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND DEPTH FROM TOP OF ROCK TO BOTTOM OF FOOTING MULTIPLIED BY THE ACTUAL LENGTH OF WALL. a APPURTENANCES ARE BEING PLACED. COLUMN FOOLING: THE AREA OF THE COLUMN FOOTING MULTIPLIED BY THE DEPTH FROM
ND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE IN A S SHALL CONFORM TO APPURTENAN OTHER UNDERGROUND A G• ALL TRAFFIC CONTROL MARK GS ND DEVICE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATION ON THE CONTRACT THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC C• ALL NECI DRAWNGS IS NOT TO BE CONSIDERED AS THE NON-EXISTANCE OF OR A DEFINITE CONTROL DEVICES PREPARED BY THE U,S• DEPARTMENT OF CONSTRUCTIC SARY FILL AND EMBANKMENT THAT IS PLACED DURING TOP OF ROCK TO BOTTOM ~ FOOTING. C, ALL NECES TI N SHALL CONSIST OF MATERIAL SPECIFIED BY THE CONTRACTOR SHALL BE COMPENSATED FOR ROCK EXCAVATION AS DEFINED HEREIN IN F' CONSTRUC 0
LOCATION OF EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. OWNER'S SOI OWNER'S SOIL TESTING COMPANY OR ENGINEER AND BE PLACED AND ACCORDANCE WITH CONTRACT UNIT PRICES.
TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE COMPACTED COMPACTED ACCORDING TO THESE PLANS OR THE REFERENCED SOILS REPORT.
ROUTE OF WORK. H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPORT. COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE) ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S D. PROPOSE NT FINISHED PAVEMENT OR D. PROPOSED SPOT ELEVATIONS REPRESE VI. DRAINAGE GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS, N
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY. INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR GROUND SUR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. A. ALL STORM SEWER PIPE SHALL BE BITUMINOUS COATED CORRUGATED N 0~
1. PIEDMONT NATURAL GAS DISTRICT OFF.{704) 525-5585 EMERGENCY (704) 525_3620 HA EXERCISE EXTREME CAUTION IN AREAS OF J. CONTRAC OSION CONTROL AND METAL UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE W ~ O N J. CONTRACTOR SHALL PROVIDE ER
NION COUNTY UTILITY DEPT (WATER & SEWER) ................•..................[phone] I. THE CONTRACTORS LL TI TO SEDIMENTATII 2. U ARRIER HAY BALES OR SILTATION CURTAIN) TO STRUCTURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS UNLESS +++Na+r ~ oo N SEDIMENTATION B ( T TORM OTHERWISE NOTED ON PLANS. N T TATION OF ADJACENT PROPERTY, STREE S, S U ~ N PREVEN SIL SS '•y Z ~ U d'
TATION.•,.....,•....,.•..........•,.•...,,•.••..,••.••,••••••••••••[phone] BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NO PREVENT SIL 3. N.C. DEPT. OF TRANSPOR .••,,,,,,,,,,,,,,,,,,,,•,••,•.,,,...,,.,.,..,..........•....[phone] THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD SEWERS AND 4. BELL SOUTH TELEPHONE LOCATIONS OF EXISTING UNDERGROUND UTILITIES. SEWERS AND WATERWAYS, ~`~p W z !
5. U S SPRINT ...........•,...,........,...,,....,,....,,...,•........,.....,,....,,.....,,....,,..[phone] TH SHOWN ARE APPROXIMATE AND TO CENTER OF ~ P~ y ; ~ r~ o N NT DURING CONSTRUCTION, B. PIPE LENG S v ~ di O F~ 00
6, AT&T ......................................................•,,..,.,,,.....,,....,,.....,......,..,..,,..,...,,(800 632-4949 K. IF WIND 803 548-0482, 800 868-5303 J. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO K. IF WIND EROSION BECOMES SIGNIFICA DRAINAGE STRUCTURE OR TO THE END OF THE PIPE. : ~ O ~ c~ r V' U cti o0 THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
7 TELECOM USA ) ( ) EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS THE CONTRA ' ..............................[phone], [phone] 8. M.C.I A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR SPRINKLING, T METHODS. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO SUBMITTAL OF BID. : a a~ a ~ z~ ~ : F, W ~ SPRINKLING, IRRIGATION OR OTHER ACCEP ABLE ~ ~
9. TIME WARNER• .............................................................................•.............[phone] IN THIS CONTRACT, A PER 'zy ~ ~ ~ ~ O L. THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD OR C. ALL DRAINAGE STRUCTURE GRATES AND COVERS SHALL BE S Off, , U ~
NION COUNTY ELECTRIC MEMBERSHIP CORP.•.....• ...............................[phone] L, THE CON 10. U K. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR OTHER APPRO' AS REQUIRED BY ANY DISTURBED AREAS WITHIN ONE NCDOT STANDARDS UNLESS OTHERWISE NOTED. ,d0 d C~~~• oo •d OTHER APPROVED MATERIALS AND ~ y ~
VE COMPANIES DO NOT SUBSCRIBE 70 CAROLINA ONE CALL INSPECTED PRIOR TO BASE AND PAVEMENT CONSTRUCTION. WEEK FOLLO' NOTE: SOME OF THE ABO PAVEMENT A K FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS , ~ WEE ^y~ PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL ~p ~ 1N
FINAL ACCEPTANCE BY OWNER. D. ALL STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INS:'ECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
................................•......................(800} 632-4949 FINAL ACCEF CAROLINA ONE CALL.• III. SITE PLAN AND COORDINATE GEOMETk`f M. ENGINEEF
3 INCHES IN N RIAL SHALL N!1T CONTAIN ROCKS OR HARD LUMPS GREATER THAN BRCKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE M. ENGINEERED FILL MATE TO SCHEDULE INSPECTIONS. ` N MAXIMUM DIMENSIONS AND SHALL BE FREE OF VEGETATION, ORGANIC MATTER, 3 INCHES I
A. ARCHITECTURAL BUILDING PLANS FURNISHED BY DEBRIS, RUBBI DEBRIS, RUBBLE, AND OTHER UNSUITABLE MATERIALS. E. THE CONTRACTOR SHALL MAINTAIN AND PROTECT FROM MUD,
ANTHONY ARCHITECTURAL ASSOCIATES N. IMPORTS[ N. IMPORTED SOILS FOR USE AS ENGINEERED FILL SHALL BE NON-EXPANSIVE MATERIALS DIR?, DEBRIS, ETC. THE STORM DRAINAGE SYSTEM UNTIL FINAL
B. SITE PLAN PREPARED BY EAGLE ENGINEERING AND SHALL N( AND SHALL NOT CONTAIN ROCKS OR HARD LUMPS GREALER THAN 3 INCHES IN MAXIMUM ACCEPTANCE OF THE PROJECT. THE CONTRACTOR MAY BE REQUIRED
DIMENSIONS AI DIMENSIONS AND SHALL BE FREE OF VEGETATION, ORGANIC MATTER, DEBRIS, RUBBLE, AND TO RECLEAN PIPES AND INLETS FOR THESE PURPOSES. OTHER UNSUITABLE MATERIALS.
C. STRUCTURAL PLANS FURNISHED BY OTHER UNSUIT
0. ELECTRICAL, MECHANICAL, AND PLUMBING PLANS FURNISHED BY 0. AGGREGA 0. AGGREGATE BASE MATERIAL SHALL MEET THE FOLLOWING GRADATION REQUIREMENTS. Q
~f SIEVE SIZE.:. ~ z T ~ - (PER ASTM D422) WEIGH ~
E. SURVEY PREPARED BY J 1 INCH 100 z
F. SUBSURFACE INVESTIGATION BY 0 3/4 90-100
DATED JUNE 29, 1998. N0. 8 35-55 Q Q
G. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON N0. 200 0-B VIII. EROSION/TURBIDITY CONTROL
MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPENCIES NTS SHALL BE P. ALL AREAS TO RECEIVE FILL, AND AREAS OF STRUCTURES AND PAVEME T N F TEMPORARY EROSION CONTROL BARRIERS
DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE P, ALL ARE ENGINEER IN WRITING. STRIPPED OF STRIPPED OF VEGETATION, ORGANIC MATTER, DEBRIS, RUBBLE, AND OTHER UNSUITABLE A. THE INSTALLA 10 0 z FILL BUT MAY BE USED tN SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT =
T SHALL BE MATERIALS. ! MATERIALS. STRIPPED SOILS SHALL NOT BE USED IN ENGINEERED T ARY TO ASSURE ~ LANDSCAPE AREAS. EROSION CONTROL FEATURES TO THE EXTEN NECESS _
H. MONUMENTS AND OTHER SURVEY CONTROL POIN S LANDSCAPE A PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND z ~
POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY ~ ENGINEEI ~ ENGINEERED FILL MATERIAL SHALL BE COMPACTED TO AT LEAST THE FOLLOWING WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE. 0 P RCENTAGES OF MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT, PER ASTM ~ E
OF THE CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE PERCENTAGES THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN D1557 (MODIF D1557 MODIFIED PROCTOR): B. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE z (
EXPENSE. _ _ - GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL T MOISTURE CONTENT TYPE THAT 1MLL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY
T M. ENGINEERED I. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DA U ENGINEERED FILL MATERIAL (RANGE) REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
NATIVE SOIL DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR IATIVE SOIL 90~ OPTIMUM TO OPTIMUM PLUS 3~ HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS
J. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, ENGINEERED FILL UI :NGINEERED FILL UNDER STRUCTURES AND BEHIND 93~ OPTIMUM TO OPTIMUM PLUS 3~ SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE RETAINING WALLS BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE ENGINEERED FILL UI 'ETAINING WALLS SWALES MAY BE REQUIRED TO PREVENT TURBID STORM WATER RUNOFF :NGINEERED FILL UNDER PAVEMENTS 95~ OPTIMUM PLUS OR MINUS 2X FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS FILL IN LANDSCAPE 'ILL IN LANDSCAPE AREAS 85~ 2 TO 5~ ABOVE OPTIMUM MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. AGGREGATE BASE 1GGREGATE BASE MATERIAL OR IMPORTED GRANULAR 95~ OPTIMUM PLUS OR MINUS 2~ AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS ~ N
SOIL IN BUILDING A i01L IN BUILDING AND PAVEMENT AREAS WARRANT. ~
K. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL NOTE: MOIS• NOTE: MOISTURE CONTENT OF ENGINEERED FILL MATERIAL MAY REQUIRE C. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL = °
FURNISH OWNER'S ENGINEER WITH COMPLETE "AS-BUILT" INFORMATION AI ADJUSTMENT DURING CONSTRUC110N TO PREVENT SOIL PUMPING, BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN ~
CERTIFIED BY A REGISTERED LAND SURVEYOR. THIS "AS-BUILT INFORMATION SHALL BE PRODUCED ON AUTOCAD VERSION 12, OR LATER, AND R. ENGINES IN LIFTS NO GREATER THAN 8 INCHES THICK THE SPECIFICATIONS. ~ m m R. ENGINEERED FILL SHALL BE PLACED L,LJ ~ ~
UPON COMPLETION, THE CONTRACTOR SHALL FURNISH EAGLE ENGINEERING WITH (LOOSE). (LOOSE). D. EXCEPT AS NECESSARY FOR CONSTRUCTION, EXCAVATED MATERIAL ~ Z
DISKS OF ALL DRAWINGS, ONE SET OF REPRODUCIBLE MYLARS, AND FIVE S. THE TOI SHALL NOT BE DEPOSITED IN THE WETLANDS OR IN A POSITION CLOSE ~ ~ o XPOSED AT THE BOTTOM OF EXCAVATIONS SHALL BE H THERETO TO BE WASHED AWAY BY NIGH WATER OR RUNOFF. S. THE TOP 8 INCHES OF SOIL E T P ACEMENT OF ENOUG
MPACTED SCARIFIED AND COMPACTED AS ENGINEERED FILL PRIOR 0 L Z CO ,
T "AS-BUILT" INFORMATION SHALL CLEARLY AND COMPACTED, SETS OF BLUEPRINTS. HE ADDITIONAL F ACCURATELY REPRESENT ALL CONSTRUCTED ITEMS INCLUDING, BUT NOT ADDITIONAL FILL. E. THE CONTRACTOR SHAII SCHEDULE HIS OPERATIONS SUCH THAT THE Z n
LIMITED TO: T. IF SOF• X AVATIONS IT SHALL BE AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS Q T. IF SOFT OR LOOSE SOIL IS PRESENT AT THE BASE OF E C IM M AREA NECESSARY FOR EFFICIENT -
1. ELEVATIONS OF ALL STORM SEWER AND SANITARY SEWER STRUCTURE EXCAVATED I EXCAVATED AND OR COMPACTED AS ENGINEERED FILL OR AS RECOMMENDED BY THE NOT LARGER THAN THE MIN U ~ / CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
BOTTOMS, TOPS, AND INVERTS. ENGINEER?S I NGINEER?S FIELD REPRESENTATIVE, V c E UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS ~ m ~
PRACTICABLE, CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND ~ ~ PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY ~
2. FIELD MEASURED LENGTHS OF PIPES FOR ALL INSTALLED UTILITIES, CONDUITS, SLEEVES, ETC. THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND ~ °
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN FOLLOW Z
3. LOCATIONS OF ALL STRUCTURES, PIPES, CONDUITS, SLEEVES, ETC. IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT. ~ Q z
4. CALCULATED SLOPE OF ALL SANITARY SEWER AND STORM SEWER LINES. T T HALL PROVIDE V F. THE CONTRACTOR AND/OR OWNER S REPRESEN A IVE S
5. HORIZONTAL AND VERTICAL CONTROL OF ALL WATER MAIN FITTINGS AND ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL DISTURBED SOILS ARE r m
APPURTENANCES, AND HORIZONTAL AND VERTICAL CONTROL ON THE TOP STABILIZED. °
OF WATER MAINS AT ALL CROSSINGS, AND A MINIMUM OF EVERY 200 LINEAR FEET OF PIPE. U
~ N
6. HORIZONTAL AND VERTICAL CONTROL OF ALL TOP OF BANKS, TOE OF SLOPES, ALL GRADE BREAKS, BUILDINGS, PONDS, ETC.
M NSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF L. ALL DI E ~ ,
PAVEMENT, CENTERLINE OF STRUCTURE, OR END OF PIPE UNLESS NOTED OTHERWISE.
N~. ~F