20070012 Ver 1_Site Plan_20070116

SEDIMENT FENCE
CONSTR1iC ON A~~ MAI~NANCE THE FOl! OWING SGHEDULES SMAL< BE USED FOR,B,~.~~D_11~C DISTURBED AREAS: P-R PLACEMENT SEDIMENTATION AND EROSION CONTROL LEGEND ~ D ~ ~ D p
1. EACH RiP-RAP PLACEMENT SHALL BE BEDDED IN EITHER A 6-INCH ~ ~~y ~ LAYER OF STABILIZATION STONE OR ANON-BIODEGRADABLE FILTER ~GL~ CHANNEL, GRASS-LINED
CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH 9~ff8LL~ SEDiMENTAl1ON AND EROSION CONTROL 1• SYNTHETIC FILTER FABRICS. FABRIC. PLACEMENT OF R!P-RAP SHALL IMMEDIATELY FOLLOW THE
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM PLACEMENT DF THIS LAYER. KEEP VOIDS TD A MINIMUM AND FORM. ~RRi~ CHANNEL, RIP-RAP & PAVED PREPARED BY
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES STEEP SLOPES OR POOR SOILS AND LOW MAINTENANCE LIMITED T0, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS, ABOVE `ME GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER A DENSE WELL-GRADED MASS OF STONE. DO NOT DISLODGE THE CHECK OAM UNDERLYING BASE OF FLTER WHEN PLACING STONE. COST OF THE ~ ENGINEERING DEPARTMENT
YARDS LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.} MIXTURE RATE (LB/ACRE) , STONE BASE OR FILTER SHALL BE INCLUDED IN THE COST OF THE
NATURAL AREAS. TALL FESCUE 100 PLACING OF RIP-RAP. ~ TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CITY OF CONCORD 2. MAXIMUM STONE SIZE WHEN USING B--INCH d50 WILL BE 12 INCHES xR~ CONSTRUCTION ROAD STABILIZATION P.O. BOX 348
3. CONSTRUCT THE FILTER FABRIC FROM A CON7(NUOUS ROLL CUT TO THE LENGTH OF THE SERICEA LESPEDEZA 30 SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER KOBE LESPEDEZA 10 AND THE MINIMUM THICKNESS OF THE RIP-RAP LAYER SHALL BE CaNCORD N.C, 2$426
GON1RACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 181NCHES. --}D-? DIVERSION PERMANENT ' 3. MAXIMUM SLOPE OF THE CHANNEL BANK SHALL NOT EXCEED 2.0 { } [phone]
1RRCT WARRANTY PERIOD FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT SEEDING DATES BEST POSSIBLE CON , T, 25 HORIZONTAL TO 1.D VERTICAL. FINISHED GRADE OF THE RIP-RAP -~TD-~• pIVERSfDN (TEMPORARY}
A TOR' WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO FALL AUG. 25 - SEPT: 15 AUG. 20 OCT. 25 OF THE CON1R C S RO ION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF LATE WINTER FEB. 15 -MAR. 21 FEB. 1 APR. 15 PRACTICES FOUND IN THEE S 15 IS TO $LEND WITH THE SURROUNDING AREA. 4. INSPECT RIP-RAP PERIODICALLY FOR SCOUR OR DISLODGED STONES
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF THE TRENCH. FASTEN THE WIRE REINFORCEMENTS, THEN FABRIC ON THE UPSLOPE SIDE OF {ESPECIALLY AFTER SEVERE STORMS} AND WEED/BRUSH GROWTH. ~ DROP INLET PROTECTION, FABRIC ,~~a9rooapgu/ay,Ae~
ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH. THE FENCE POST. WIRE OF PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE SEEDING NOTES STRENGTH. 1. FALL IS THE BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING iEEDING ~ DUST CONTROL ~W~e~~~°®~~~~~°°°~,~ ®o, ~1
A OF KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFEC1IVE. IN THE EVENT THAT LOCAL COND1110NS CHANGE TO RENDER DESIGNED 5EDIMENTAI'lON NO 5, WHEN A WIRE MESH SUPPORT FENCE 15 USED, SPACE POSTS A MAXIMUM OF 8 FEET 2. AFTER AUG. 15, USE UNSGARIFIED SERICEA SEED. REFERENCE DETAIL, BELOW FILTER OAM ~ ~ ~ ~ ~
EROSION GQNTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND SUBSTITUTE
OF ENGINEERING FOR A FIELD CHANGE DISPOS111ON. 24 INCHES. BERMUDAGRA5S AT 15 LB/ACRE. USE ONLY WHERE BERMUDAGRASS WILL NOT BECOME A PEST AND ONLY UPON THE APPROVAL OF THE DIRECTOR OF ENGINEERING. :COME GC GROUND COVERS ~ ~ ~AI. ~7~;~'~~
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE 6. EXTRA STRENGTH FILTER FABRIC WITH B FEET POST SPACING DOES NOT REQUIRE WIRE 4. BETWEEN MAY 1 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE ® INLET PROTECTION, BLOCK do GRAVEL i°~4~
SEDIMENT SMALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO P05TS. WIRE OR SUDANGRASS. PRIOR TO MAY 1 AND AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN, .IN, ~ T OUTLET STABILIZATION STRUCTURE ®~~+a®~~6`~~~~Q~~~
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED, OTHERWISE, SEDIMENT IS PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND FERTILIZER
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS. 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000 IO 6" GRAVEL FILTER ~ MIN. k RR RiP-RAP aa~aaE,aa`°'`
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. LB ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-i0 FERTILIZER. / ER. OR FILTER CLOTH l11 1.5 T MIN. ROCK DAM
PROTECTION WETLANDS OF THE TRENCH. ~0 FERTILZER SHALL BE PLACE i?~1l~lIN..IEN.(10~ FE~I` OF STREAMS. 8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE SEDIMENT BASIN En ineer`s Seal
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SMALL BE PROTECTED BY MULCH
DIRECT10NS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. APPLY 4,000-5,000 LB/ACRE GRAIN STRAW, OR EQUIVALENT COVER OF SUITABLE MULCHING ACCORDANCE WITH PROVISIONS A5 SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT, THR~IGH COMPACTION OF 1HE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETTING IS TO BE USED ON 1LCHING THE DIAMETER OF THE LARGEST STONE SHALL EXCEED 1.5 SEDIMENT FENCE (SILT FENCE}
THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 441 pERMITiCER1iFiCAT10N, STEEP SLOPES AS DIRECTED BY THE CONSTRUCTTON DRAWINGS. NOTE: LESSER AMOUNTS TIMES THE SIZE OF THE RIP-RAP. (12" FOR 8" d50) MINIMUM THICKNESS {T} SHOULD BE 1.5 TIMES THE MAXIMUM STDNE ~ SEDIMENT TRAP (TEMPORARY)
AND THE DIVISION OF LAND RESOURCES' LETTER OF APPROVAL. 1Q. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. DIAMETER, BU7 IN NO CASE LESS THAN 6". PS SEEDING (PERMANENT)
SEEDING, GROUND COVERS, AND MULCHING MAINTENANCE RESEED, FERTILIZE AND MULCH. DAMAGED .AREAS IMMEDIATELY. REFERIiLIZE AT END OF OF T5 SEEDING (TEMPORARY) ~ING.
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY REFERENCE DETAIL BELOW WARRANTY PERIOD IF GROWTH IS NOT SATISFACTORY TO THE DIRECTOR OF ENGINEERING, THE DIRECTOR OF ENGINEERING BY WORKING, FERTIEJZING, SEEDING, AND MULCHING. MULCHING
2-CED ~P~ STREAM CROSSING (PERMANENT)
SEEDING SHALL BE DONE WITHIN FIFTEEN (15) DAYS AFTER THE INITIAL GROUND DISTURBANCE. GEN71.E SLOPES, AVERAGE/GOOD MOISTURE RETENTION AND LOW MAINTENANCE
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES. H CONTINUE UNTIL AWELL-PULVERIZED FIRM AND UNIFORM SITE IS PREPARED MIXTURE RATE (LB/ACRE) TILLAGE S ALL CHECK DAM (TEMPORARY) ~T~ STREAM CROSSING (TEMPORARY)
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER TALL FESCUE 80 CONSTRUCTION AND P~A~,~T~~ STREAM BANK STABILIZATION {VEGETATION}
F ATI N AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE SERICEA LESPEDEZA 20 1N {LTR 0 PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER KOBE LESPEDEZA 10 1. PLACE STONES {2" TO 15"} ON FILTER FABRIC WHERE SPECIFIED ON THE
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE CONTRACT DRAWINGS. STREAM BANK STABILIZATION (STRUCTURE) 2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL. Surve nr's Seal
SOIL SHALL BE NON-TOXIC TO THE SEED MIXTURE. PLANT SMALL GRAINS NO DEEPER THAN COMPACTED FILL SEEDING DRIES BEST POSSIBLE T. 25 3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF ® TREE PROTECTION
1 INCH AND GRASSES LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM BACKFILL MIN. 8" THICK FALL AUG. 25 -SEPT. 15 AUG. 20 -OCT. 25 / R OF RAVEL FILTER FABRIC ATE WINTER FEB. 15 -MAR. 21 FEB. 1 -APR. 15 IN SCATTER PATTERN. G L 15 THE LOWER DAM IS THE SAME A5 THE TOE ELEVATION OF THE UPPER DAM. 4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW. -WB•-- WATER BARS (ROW DIVERSION}
$ 14" STEEL .POST (pA SEEDING NOTES 5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. TRACKING
~ 1. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF IG OF 6. {NECK FOR STDNE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERTS AND STORM
KOBE LESPEDEZA OVER FALL SEEDED TALL FESCUE IS VERY EFFECTIVE. DRAIN ENTRANCES. 7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANOUT AND
2. AF1ER AUG. 15, USE UN5CARIFIED SERICEA SEED. n 3. WHERE A NEAT APPEARANCE IS SPECIFIED, OMIT SERICEA AND INCREASE KOBE SPREAD SEDIMENT IF DIRECTED BY INSPECTOR.
8 LESPEDEZA TO 40 LB/ACRE.
4. BETWEEN MAY 1 AND AUG. 15 ADD, 1D LB/ACRE GERMAN MILLET OR 15 LB/ACRE V TRENCH SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE GRAIN. 1.5" N
S.IN WETLAND AREAS, RESEEDING/REPLANTING SHALL INCLUDE ENDEMIC PLANT SPECIES TES MIN. A ~ ~
EXTENSION OF FABRIC AND SUCW AS SMARTWEED, FALSE NETTLE, CATTAIL SEDGE, SEDGES AND O1NER PLANTINGS AS NGS AS J ~ RTMENT ~
ti WIRE INTO THE TRENCH RECOMMENDED BY THE N.C. NILDLIFE RESOURCES COMMISSION AND THE N.C. DEPARTMENT S~OA FILTER FABRIC OF ENVIRONMENT AND NATURAL RESOURCES. PERENNIALS SUCH AS FESCUE ARE
,~~,~'Q~ARY STREAM,~ROSSINC~ !FORD F PRONI8ITID. TOP 6 TO 12 OF TRENCH TO I~ BAptFlLLED W/ ORIt~NAL TOPSOIL FROM TRENCH. Q~s~r Cp,NTROL ~C ~ FROM "TRENCH. ~ ~1 L~. O
L 1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE VJ ~j
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH FERTILIZER WIRE 01 TESTING RESULTS OR APPLY 4 000 SECTIONS TO A MINIMUM. 8 ~ APPLY LIME AND FERTILIZER AS REQUIRED BY S L , FILTER ~ OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL 000 FABRIC A THE SURFACE IS WET.
a LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. '.IZER 2. DUST CONTROL MEASURE{S) SHALL BE USED THROUGH DRY WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN ^
2. DIVERT ALL SURFACE WATER FROM THE CONSTRUC110N SITE ONTO UNDISTURBED AREAS ~,Q FERTit IZER ;HAlj,, @~ Q,(~CFD WITHIN.. TEN_~16) ~„ET OF TRS~EAL~S, STABILIZED. `J
ADJOINING THE STREAM. 4" ~ W
3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. MULCH IG CLASS A OR
APPLY 4,000 LB/ACRE GRAIN STRAW, OR EQUIVILENT COVER OF SUITABLE MULCHING 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM MATERIAL. TACK BY USING ASPHALT, ROVING OR NETTING. NETT1NG IS TO BE USED ON ED ON EROSION CONTROL
DISTANCE OF 30 FEET. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1 STEEP SLOPES AS DIRECTED BY THE CONSTRUC110N DRAWINGS. NOTE: LESSER AMOUNTS OF dOUNTS OF STONE 24" MAX.
FOOT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FROM SURFACE STRAW MAY BE USED WI1N MECHANICAL SPREADERS. ~ CENTER
RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE. MAINTENANCE -
5, STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY. REFERTILiZE AT END OF ~D OF FILTER
OVERFLOW AREAS, WITH RlPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS WARRANTY PERIOD IF GROWTH IS NOT SA1ISFACTORY TO THE DIRECTOR OF ENGINEERING. THE ALLOWABLE FOR THE IN-PLACE SOIL. ERING. FABRIC
SECTION "R - A" ~ ~ U
RY T DEWATER THE CROSSING SITE ARE 6. ENSURE 1HE BYPASS CHANNELS NECESSA 0 STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF TI1E CROSSING, FILL, ~~D W
COMPACT, AND STABILIZE IIiE BYPASS CHANNEL APPROPRIATELY. GRASS PULLOVERS, SIDE DITCHES, AND HIGH MAINTENANCE
~ K**** Q
7. REMOVE TEMPORARY STREAM CROSSING IMMEDIATELY WHEN THEY ARE NO LONGER ' AN 5MOOiH MIXTURE ~~~**~~t*#~*~~~~~a*~z RATE (LB/ACRE) ~~~~**~~**$****~~a*~*ta~~*~*~~* NEEDED. RESTORE TTIE STREAM CHANNEL TO ITS ORIGINAL CROSS-SEC110N, D TALL FESCUE 200 (4-5 LB/1000 50. FT')
AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS. HAI,~-RING INLET PROTECTION
SEEDING DATES _BEST POSSIBLE 8. ANYIN-STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON
STABILIZATION OF THE AREA. FALL AUG. 15 -OCT. FEB. 15 -APR. 15 i
WINTER AVOID SEEDING NOV, TO JAN. (SEE NOTE 1.) INLET
SEEDING NOTES SURFACE SURFACE 1. IF SEEDING MUST BE ACCOMPLISHED DURING WINTER, ADD 40 LB/ACRE RYE GRAIN AND IN AND
FLOW ORIGINAL FLOW q} USE A CHANNEL LINING THAT pFFERS MAXIMUM PROTECTION. FLOW
DIVERSION STONE SIREAMBANK DIVERSION
~ FERTILIZER
Q ~ APPLY LIME AND FERTILIZER AS REQUIRED BY SOIL TESTING RESULTS OR APPLY 4,000 000 m LIZER.
~ ~ TEMPORARY ACCESS LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER. • x ~ 5:1 MAX. SLOPE OPERATE TILLAGE EQUIPMENT ACROSS SIDE DITCHES, ~Q FER~,~! _ZER $tI~,M1 BE PLA(~D
~ a ON APPROACH y}~J~, TEN ~j,~ FEET ~ STREAMS. m PLAN VIEW
MULCH FILTER CLOTH MATTING MATERIAL (JUTE/EXCELSIOR MATTING) SHALL BE USED TO COVER THE SIDE DITCH ~E DITCH
CHANNEL UP TO THE HIGHEST LEVEL OF CHANNEL FLOW. SECURE AGAINST WASHING. IN NG. IN
OTHER AREAS USE 4,000 LB/ACRE GRAIN STRAW AND ANCHOR BY SECURING NETTING OVER PING OVER INEERING. NOTE: ~ 1Z"
STRAW OR BY TACKING MATH ASPHALT WHERE ALLOWED BY THE DIRECTOR OF ENGINEERING. N011: LESSER AMOUNTS OF STRAW MAY BE USED WITH MECHANICAL SPREADERS. STRAW ANp V ANp
ANCHORING MATERIAL SHALL NOT BE ALLOWED TO WASH TO CHANNELS OR INLET STRUCTURES. STRUCTURES.
MAINTENANCE 18" 1 NLE t'"
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. MOW REGULARLY.
[F GROUND COVERS SUCH AS EVERGREEN SHRUBS AND VINES ARE SPECIFIED, REFER TO THE NOTATIONS ON THE CONSTRUCTION DRAWINGS AND ANY ITEMS IN THE SPECIAL CONDITIONS AS .R TD THE Z VDI110N5 AS 6" LAYER OF RiP-RAP 4 0
TO SPACING, PLANTING RATES OR OTHER DIREC11ON5 THAT ARE APPLICABLE TO THIS TYPE iIS TYPE WASHED STONE tL u
OF EROSION CONTROL. PROFILE VIEW ~ ~j
w
TEMPORARY STDNE INLET PROTECIIDN CONSTRUCTED FROM ~ lu
3" RIP-RAP WITH 2:1 SIDE SLOPES AT A DEPTH OF 1.5' ~ WITH A 6" LAYER OF X57 WASHED STONE DN THE SIDE
C AWAY FROM THE INLET.
USE 2"-3" WASHED STONE 6~ THICK
12' WIDE (MIN.) 4
50' LONG (MIN.)
ROPQ ~~G
P~ ~
Q o ~
~0.
2
6" MIN.
DESIGNED BY: AWD
DRAWN BY: EES
' ~`N. CHECKED BY: X

2-3" COARSE AGGREGATE SCALE: AS SHOWN
nn~rc. n~ MF /n~
vn r s". v vv~ vv
PROJECT NUMBER: 2005-092
SHEET: 7 OF: 7

CITY OF CONCORD
SHCUIDER STANDARD CAST IRON PAVFJdENT FRAME AND COVER
SEE FIGURE S 1 p v ' a ~ V111~,,~
5' BEYCND ~ DITCH FINISHED GRADE roe o~ SLOPE _
' " ' " ' USE CONCRETE
- 21" MAX GRADE RINGS FOR - e® ='TT~I~--- 24" ADJUSTMENT OF I .I i -f
~If " FLUSH MANHOLES i ° " SHOULDER ~ GTY OF CONCORD STANDARD
3-0 MIN. ~ `Sy SEE F NOTE CAST IRON FRAME AND COVER PREPARED BY
_ _ STEPS (ON " 12 (BOLT DOWN-WATER TIGHT) B ENGINEERING DEPARTMENT
= STRAIGHT WALL} 16 O.C. I " CARRIER PIPE CITY OF CONCORD
. , ---;,_,,,I , END WALT, 7 rc MIN. P.a. Box sob
CARRIER PIPE JOINT N to , CONCORD N.C. 28026
STRAIGHT WALL OF M,H. TO ~ iil 2'~ 2 BE LOCATED OVER INFLUENT ~ TYP. [phone]
PIPE 4' 0 M.H. y ~ .1 ~.oPE ( ) _ IIi . 3
-~-----°w-. 1-~ ~ i i~ I (I 16" O.C. 1,5" 3° 1,5 ~ ~
nJ ci ~,a$sa~~~$w~A
o HEIGHT OF RISER AND , ' 4°~ OR 5'~ F CONE SECTION VARY S GA~01i~~~~
" v~~, w 4' STEEL PIPE CASNG S" 9 ~a~~~~~~~~~SiQ~V"~"~ ~ a0 a" ~ ` °
Q ° ~
1/7 CU. YD. GRAVES. m ~ NOTES:
` •"'t' ; • 1. MANHOLE TO CONFORM WITH ASTM 0478 " EXCEPT AS MODiFJED BELOW.
6 TYPICAL PIPE CROS-SING TH ~ " " 2. MANHOLE CASE TO BE REINFQRCED WI
FOR 8 AND 10 PIPE, INVERTS ARE A MINIMUM AREA OF 0.20 5Q. IN. PER LINEAL Jd~~~8d9~Y{3ke~` Be®®6
TO BE 3/4" PIPE OUTSIDE DIAMETER FOOT EACH WAY. WALL REINFORCING TO BE ° AT TROUGH. FOR 12" AND LARGER MINIMUM OF 0.12 SQ. IN. PER LINEAL FOOT.
PIPE, PROVIDE FUJI INVERT AS EITHER TONGUE OR GROOVE SHALL NAVE En ineer's Seal
SHOWN. THE SHELF SHALL SLOPE 2" REINFORCING EQUAL JN AREA TO MINIMUM OF
FROM THE MANHOLE WALL TO THE WALL SECTION. BRlgc TROUGH. 3. ALL JOINTS SHALL CONFORM WITH ASTM 2
MORTAR: t PART PORTLAND CEMENT T {N BASE C443. z PARrs sANO FLEXIBLE COUPLING CAS 4. STEPS TO BE PLASTIC PER CITY u~ ci
wEEPHOLES OR INSTALLED JN CORED HOLE STANDARDS.
WITH STAINLESS STEEL 5. ALL PIPE OPENINGS TO BE NO GREATER
~I ~p~ {~I COMPRESSION DEVICE. THAN 3" LARGER THAN OUTSIDE DIAMETER END U Y A L L ~ E C T) O I V OF PIPE AND ADDITIONALLY REINFORCED f' 6" 1
WITH A MINIMUM OF 0.20 SQ. JN. OF STEEL AT 90 DEGREES (ADDITIONAL REINFORCING NOT 8"
REOUJRED FOR CORED OPENINGS),
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A MINIMUM OF HONEYCOMB,
NOTES; FINS AND OTHER JMPERFECTIONS.
i. SEE DRAN9NGS fOR LOCATION, SIZE AND LENGTH OF STEEL PIPE CASMi6S, ~ 7. PENETRATING LIFTING HOLES SHALL BE
PLUGGED WITH EXPANSION GROUT. 2 INSTALL DRAINS EACH 9DE OF CARR~R PIPE IN DOWNHILL END WALL. 8. INVERTS MAY 8E 3600 PS1 READY MIX
CONCRETE EN LIEU OF BRICK. PRECAST INVERTS NIITESo Surve ar°s Seai
2" FALL ARE ACCEPTABLE. f N fAM R MANHOLES OBE (TYp) 9. STEPS 1 5 D ETE T 1- CARRIER PIPE IS RESTRAINED PUSH-C1N JgINT D,I,P, PRgVIDE TWII SPIDERS
OVER WIDEST SHELF, PER JgINT,
10. 4'~ CONE SECTIONS MAYBE USED WITH 5'~ MANHOLES WITH A 5'4" TRANSITION z- CASING PIPE MATERIAL. IS STEEL,
SECTION PLACED DIRECTLY BENEATH THE 3- SPIDERS SHALL BE STAINLESS STEEL,
4'~ CONE. N(~ 11, ALl MANHOLE SECTIONS SHALL BE 4- ALL NUTS, BIILTS, AND WASHERS SHALL BE STAINLESS STEEL, S- ADJUST HEIGHT ®F SPIDERS AS REQUIRED TQ MAINTAIN SPECIFIED SLDPE,
DESIGNED FOR H-20 LOADING. 6- CASING PIPE NDT SHIIWN.
12. MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES WITH BOLT DOWN F&C IS 32 . 7- LEGS RgTATED qUT QF P®SITIgN FIIR CLARITY, N
J o
STANDARD DETAIL '
I:OR PRECAST MANHOLES Q o
4' AfVD 5' DIAMETER SPIDER. DETAIL ~ ~
SCALE: NONE
~I~uRE ~ .~l E--
~
1- w
~
R=1/2 o.D. CL W 4
21" MAX. PIPE BARREL
SS BAND j _i ~ . .
BRASS CAP
CORE HOLE FOR INFLUENT DIP WITH CORING MACHINE ~ ~ ~
" ANA INSTALL FLEXIBLE CASING PIPE a- ® ~
5 -0 MIN. RUBBER COUPLING. 9 ZW
(SEE NOTE ~5) ~ ' 0
SGH 4D ~ oC
A A " " o..
1/4 X 2
STAINLESS STEEL ~ STRAP WITH ~ ~
0 2 ANCHOR BOLTS F
B B w
in ~ SECTION B-B CARRIER 4~~; S C
vl d PIPE 45" ~I
m
" E.~9I1t?N 4 PLUG 4 m
3
I
ADAPTOR AS REQUIRED "
4 MIN CLEAR FROM JOINT 2 2 1
(ABOVE OR
BELOW} CUT
4"x4"x4" t2" TO FIT WYE q~ NIPPLE
DIP
SCH 40 PVC AS REQUIRED 1/2 PIPE I.D.
SEE FIGURE 4 ~
OF C71pN SCH 40 PVC ~QW x ~ ~no~ a
z~Q CASING PIPE "
SEWER MAIN ~ a ~ CARRIER PIPE DIMENSIONS RAILROAD HIGHWAY ~
PVC NOMINAL DfA. 0. D. 0. D. WALL 0. D. WALL
DR 35 PVC MAIN SHOWN RESHAPE 1/4" X 2" INVERT STAINLESS STEEL 6.8D" 12.75" .254" 12.75" .188" 11" i 1/4" 5/8" ~
9.D5" 18" .312" 18" .250" 161/2" 21/4" 1"
STRAP WITH SECTION A-A 2 ANCHOR BOLTS '12" 13.20" 24" .406" 24" .250" 22 9/2" 3" 1 1/4"
DETAEL NOTES: 'I$" 17.4D" 30" .500" 30" .312" 261/2" 31/Z" 11/2" Y.1
24" 25.80" 36" .5625" 36" .375" 34 1/4" 4' 2"
NOTES: 1. PIPE FOR INSIDE DROP SHALL BE 35 PVC CONFORMING TO
1. THE LATERAL SHALL BE A MINIMUM OF 5'-O" BELOW THE EDGE OF PAVEMENT, ASTM SPECIFICATION D3034. 2. BOTTOM BEND TO BE 90 SHORT BEND, BELLSPIGOT, PIPE SUPPORT ASSEMBLY MARK NUMBER
EXCEPT WHERE DEPTH OF SEWER MAIN WILL NOT PERMIT. OF SDR 35 PVC. SPIGOT OF BEND TO REST DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH FROM DROP NOMINAL D6A. 1 2 3 4 ~
~aa g" x 2" x 1/4" PL 6" x 1 1/2" x lf$"PL 6" x 1/4"PL 3/8" NUT & 80LT L~ ~
2, 4" SEWER LATERAL -MINIMUM GRADE 1.0~ EFFLUENT TO MAIN CHANNEL, 3. NOTCH BELL OF PVC DROP TO ACCEPT DIP SPIGOT AS SHOWN, 4. LOCATE STRAPS AT PIPE BELL AND ABOVE BELL OF 90' BEND 8" 8" x 3" x 1/4" PL 6" x 3 1/4" x 1/4"PL 6" x 1/4"PL 1/2" NUT dr BOLT `N'
AS SHOWN. ADD EXTRA STRAPS AS NECESSARY TO MAINTAIN MAXIMUM '1280 8" x 4" x 1/4" pL 6" x 3 5/8" x 3/$"P 6" x 3/8"pL 9/2" NUT & 80LT ~
SPACING OF FOUR FEET. 16" x 4" x 3/8" P 6" X 4 3/4" x 3/8"i' 6" x 3/8"PL 1/2" NUT do BOLT ~
5. HOLE IN MANHOLE WALL TO BE MADE NTH A CORING MACHINE. INSTALL FLEXIBLE RUBBER COUPLING. 8' x 4" x 3/8" P 6" x 5 1/2" x 3/8"p 6" x 3/8"PL 1/2' NUT & BOLT ~
' 6. CORE HOLE SHALL NOT ENTER CONE SECTION. DESIGNED BY: AWD
7. STEPS SHALL BE RELOCATED IF THEY CONFLICT FIGURE ~ 3 WITH INSIDE DROA. DRAWN BY: EES
SPIDER DETAILS cHEC~ED ~Y: x
scALE: as sHOWN
51AINUAn1/ lll{Ur MA14nULIS IM-1-Mid
SCALE: NONE FIGURE 5 DATE: 07/06/06
PROJECT NUMBER: 2005-092
SHEET: 6 OF: 7

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PROTECTION of EwsTING uTIUTIEs
1 1 . 4....... o NOTE a f . , ` . • . , , . THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FlEID
• , ~ LL 1 1 LOCATIONS OF ALL WATER, SEWER ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER UNDERGROUND AND OVERHEAD U11UTY BEFORE STARTING CONSTRUCTION. THE
ro c OMISSION FROM OR TFfE INCLUSION OF UTILITY LOCA710N5 ON THE CONTRACT DRAWINGS IS NOT TO ~ CONSIDERED A5 THE NONEXISTENCE OF OR A DEFlNiTE LOCATION OF ~
BOTTOM W1aTH 1.5 ET. CC 1. PROPOSED CROSS SECTION SHOULD MATCH A-A. G _ F p ~ EIQSRNG UTILITIES. IT SHALL BE THE RESPtk1~BIUTY OF THE CONTRACTOR TO VERIFY ~ THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF Q
W 2. CONTRACTOR TO MAT DITCH BANKS WITH ' WORK, ~ THE FOLlOW1NG LISTING OF UTILITY COMPANIES {WHICH MAY OR MAY NOT ~ COMPt.E'iE}
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VIgNiTV. ~
N S7b MAT ®1:1 SLOPE PER DETAIL, CHANNEL CRDSS SECTION 1, qTY OF CONCORD____________..__..__..___..__.._____,.____{704) 920-5425 2 CONCQRD 7FJFPHONE COMPANY__________ _.________1-800 781-2257
SCALE: NONE 3. WATER AND SEWER AUTHORITY OF CABARRUS COUNTY {704) 768-1783 ~ 4. N.C. DEPT OF TRANSPORTATION
6. SOUTNERNNET~INCORPORATED DESIGNED BY: AWD
a PLAN 7. ATdcT 8. TELECOM USA____-_°--°______..______ {803) 548-0482, 1-800-888-5303 DRAWN BY• EES
SCALE: 1" = 20' M.C.I._______~_____________..,..._____ 1-80D-288-5295, f-800-824-9875 ° 14.11ME WARNER CABLE 704 578-1202
.Q 11. DUKE ENERGY__________....___.,__.,...,.....,»......___.._____ _ 704 938-5158 CHECKED BY: X 12,PUBUC SERVICE COMPANY__________...,..________________i-800-832-4949
a 13.SWTHERN RAILWAY SYSTEM {704) 782-1148 SCALE: AS SHOWN 14. UNION ELECTRIC COMPANY____........_..__..________________t-800-422-439$
2 a NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL DATE: 07~06/O6
c .c m (FORMERLY ULOCO) NORTH CAROLINA ONE CALL ___w__________.._____..________t-8100-632-4949
c I c PROJECT NUMBER; 2005-092
w 47 SHEET: 5 OF: 7

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a 13.SOUTHERN RAILWAY SYSTEM [phone] - ~ 14.UNIGN ELECTRIC COMPANY ___-__.._:.___-_„.,..._....----_.._,._1-800-422-4399 DATE: 07/06/06
PLAN NOTE. SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
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13.SOUTHERN RAILWAY SYSTEM [phone] 14.UNION ELECTRIC COMPANY --------,......,.....»_.,_----„_.,_.,__1-800-422-4399 DATE: 07/06/06
NOTE: SOME OF THE ABOVE COMPANIES 00 NOT SUBSCRIBE 70 CAROLINA ONE CALL
NOTE: THIS AREA IS WITHIN THE 100 YEAR FLOOD ZONE (FORMERLY ULOCO) PROJECT NUMBER: 2005-092 NORTH CAROLINA ONE CALL ____......____.______________---1-800-632-4948
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i ? + I ~ ! I LF CAF - . _ _ _~H_._+ r x 6 , ~ I- r -r P ~ t_ i_.. ~ ! OP I N~--IN t._..~-__ ~ .r i_._. _,...w.. _ K ,w.._____~ m _ m,__ 178.3 ° PR , , ~ ~ , i I , ( I ~ t ! ~ 1 ! I ' INV. Oi1T I ` ~ , ~ 1 ) k ~ I i 602.42~~ i ~ i 7 I ~ f ~ x t E ~ i i 1 { ~
, I ( j ! ~ t I , m ~ ~ r ~ ~ __.:_A:._` c _ ~ f
{ I ( ( I j y~ 1 i i t s I I ! 1( i I I ( ; , I I i ~ f i ~ j I 1 I ;I I IN IN ! i ! I ~ 1 ~ I ` I I ( t I 3 I E € ' ` p 600 . ' + 3 i ~ E j i F • ~ t I f ~ 1 ~ ~ ~ I ~ 4 ~
600 ~ o ! s j i j i C 7 ~ i + ` i t hP SE ' i i I j! ~ I j 3 f , , I i , S 1 k f ! i i j ( ! ( ~ i ( PRV 0. D j } , .3 ( I ' } I I ! n, ro I , I
i ' II _._._.__.I,.._._~.._.. ~_.__I,__.._».__._»»,. I»__.~._._~____..~____...~.___..__,_ u:~.»._n_~.__.__._. _~,~._,_¢~..»_._~_.-__}a.6o:. -OF18_~x :25 . ..1__. _T_._~_._~._~__.., _ . 1 ~ ! , 1 , , ~ ; ~ , ~ ~ , i 1 , ~ Q-_ _ ~7 _ _ ~ I y , i ~ I + ( { 1 ! ! ?L 1 ~ ' SW STL. ENOA~M~NT PIPfl i ! I ~ , I f I I I ( I i , j ~ j , j k i
' ~ I ~ , ~ ~ ( ~ ! , I ~ . . L_._ i r k . ~ f $'f,-DR~-B RE ~ r8 _ _ wl..» i.. ~ r_ _ ~
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, t , ! i ~ i i ~ e ' ! » k I ~ i j i I ( i I I f + ! ! ' s i j I I i I ; i ! ; I OF 8 ! D ~ 0.6 % I :INSIDE =DROP + f ' . _ . 1 ` + % , , _ _.~..__._1 ~ ! ~ ~ ~ i f i ~ t i ~ I
t _ ~ f ~ ; , i -t ~PRO~PflSED--~4 _ _j . _.r_. ( k ! .t I ~ _ I I % , , ? 595.85 ( . i , % ! i s k , I d , ~ ~ ; ( , i t i I i ~ ~ i I ~ ~ ~ ~ _ Suroe or`s Seal ~ ~ ~ ~ i ~ t( I s k i E ~ ~ I
, , ~ , I ( i % , L I INV OUT ' , ! I L ~ , S ~ , b I !
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1 I , ~F.B._D1P i ~ ITNV. IN, ~ ( I ° I I ~ ! I I i ~ I 3. k ~ E ~ ; 1 ) ; 1 I ; ~ I i , i ~ ~ f wsASCC ~ use D~ 209.14 ~ , IN T 1 I , , s ~ j ' DOSE Y~ _ ' ! } ` s i ...i.., ._-y_..-.s.._....,..e.-.. ~,.,_.rt....,,-_ r_,.... ' r ~..I`~~ PRO i I ! 594 45` ~ + ! ( , + , am__. ` i_~.' I _._j.-_~.,__r ,H__w~.,.._.~.~53~9 w.~~.~..~~ _ ..~.__.,!~~._..P 0~ _ ._.,r_. , t _e_W .w_L.. ; » I r } ~ ~ i ~ ~ i ~ ~ , ~ ~ p f t ~ ~ I I ' ( ~ ~ ~ 5 I E ~ I ~ j
! i ( 4 i ! 1 I I . I h1O ;LF. OF 18 ~ 0250 ( ? I i ! I _ ; ! I ! 4 , E , 1 INV. IN% 59170• ; k ; - ~ , ~ , ; , E i » _ ~ j : ~ _ _ _ - - _ ~ i ~ 1____ i ~ 1 ~ I I i ~ ! i ~ E f ~ a ` 1.._... Y r .t - ~ I -
. E... _.....i._., ....,_..L._._,.»„...._.r._._' + ,.._.._..,1-"..._.,W, r...__..A._.,.._. ~y_..IaOi' _.,s... r...- __~'_._.-a........,.__..._}.... _ _ ".s_ _ i i , ~ ~ . < ~ , Y RY BO E 8 , i ~ f ~
f ~ I 1, ( I ; i i j } ? r ! j ( ( ( ,D.Lj ; ' ! ' ; ~ i ~ ( I j i I ' I f i , _ _ - , f , _..i _ -+_--r , s ~ % _ . - , s I" , i °~AR IE PI~~ ~ " I I i . I { - - ~ ; I ~ I l ~ ~ ~ ~ ~ ~ ~ 3 ~ E ~ f , ~ ~ i i ~ t ~ E ~ ~ _ ,.,_.,._..L.,,....,.. r i i_` M i ' ~ ~ I I S i E E E f ~ ~ I i I 590
: I c i [ ! ~ ~ ~ ! , [ j k i l ~ l i s i I i i E; j' I! I I~ i ~ i ' j a i ! f 1 1 ~ l i I i ~ i~ , I I ( P j I I i j i I f i i 1 I 5.70 , , E a I , t i i 7 1 ; R ( , j ! ~i I I t + I~ i ` s i ~ ' i i i ~ 3~ E~ i E i ~ i
i y I I I i E i S, j t j I j~ I i i ~ I i= I i i i~ i I f~ I j I f i . , , . ~I i , : t 1 i i ) i ! ' ~ ,_W.... li„.._ . _,J ~ ' _ E .,i....._..__»...__.i..,.., r ._._..i_.,...y. ..1.__ p_..,. _ y.. .,.i _ . ....y._..-... . s i ~ ~ r ' ° ~ t ! ~ ~ I f i t , ~ i i r E E E ~ j . r,._.._. o- f-, q .7_..,.. ~ ~ } ~ i ~ ~ ~ ~ ~ ~ d
, . EXI~al":1NV: SIN"'589. 8'~ i"` I ~ I I i ! f i 1 ~ a ! 'i ( I i . ( E 4 , ! j i I ? i I _ t ~ ~ ~ 1 ' ~ ~ E ' ~ ~ ~ ~ ~ I ~ I ' ......_i _ _ .~...J
EXIST. 1 V UTt 58 .19 ! ~ + ! I _...M ! ! u_L.___.arv.._ _ ( j _ _ _ ! _ _ _r..__ _ _1,.___ _ _ _ _ _ ~ C I ~ k BENCH .E ag1.;41 ~ t ~ { _ ~ ,f i ~ j ; I ! I i ? ; , ; I I i i j I i E i , ~ _ , , !i ~ I f t E 1 ~ ` ~ i ~ E i f { E y i ~ ~ ~ 1 I i k ~ Q
!
~ 1 t i ~ ' ! I! ' , ( f ! 11 I ( ~ I~ i y 1 , + , i I ( I j j I ~ ~ j i t I ( k I i ~ ! I + j j ' i I 1 I I j ! i i I 1 I f _ i t s„ i a, ( i ~ ~ i i i f I ~ ~ ~ ~ , ; ~ _ ~ ~ i t j I ~ ,md_Ma.~._..,M...___ I ~_J_.v:.. I N, .~_~.,-i- r--~^-_i'.7 -m-___, _ _~._'_y_. s,~--h E ~L.yJ
C ~ j ° 1 t I , i I i ~ [ I ~ i i l l i f i i ~ ! } 1 ( i;; l t i I+ j s + 4 + + I t ~ ! f ( i f l i ~ 1 ( 1 ! /~1r~ ~ f~^
i € ( y/
2+00 3+00 4+00 5+00 6+00 7+00 0+00 1+00 7+00 8+00 9+00 10+00 11+00 ~ ~
t11
PROFILE
HORZ: 1" = 40° LL W ~ PROIECiION OF E%15T1NG UTILITIES ~
NOTE: THIS AREA IS N7TFIiN THE 100 YEAR FLOOD ZONE SCALE' „ _ ' VERT: 1 4 THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD LOCATIONS OF AU. WATER, SEWER, ELECTRIC, TELEPHONE, TELE4ISION AND ANY OTHER ~ t' 1
UNDERGROUND AND QVERHEAD U11U1Y BEFORE STARTING CONSTRUCTItXV. THE L41
OMISSION FROM OR THE RICLUSION OF UT91TY LOCATIONS ON THE CONTRACT DRAWINGS n ~ IS NOT TO BE CONSIDERED AS THE NONEXISTENCE CF OR A DEFlMTE LOCATION OF L.i.
EXISTING U1IUTtES. IT SHALL BE THE RESPONSfBNTY OF THE C~4TRACTOR TO VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UtilJ11ES ALONG THE ROUTE OF
l 4 u, IBM: WORK. (W~ THE fOlLON1NG LISTING Of UTILITY COMPANIES (WHICH MAY OR MAY NOT ~ COMPLETE)
~ ~ RR SPIKE IN 1 MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
~ ~ wlLLOw oaK TREE t. qTY OF CONCORD_____......__________..___________,.__......[phone] 2. CONCINiD TELEPHONE COMPANY..___:...___....____......_______t-8D0 781-2257
~ EXisT~rG 38" POND DAM ELEV. 607.78 ~ 1 wsascc sEwER uNE 3. WATER AND SEWER AUTHORITY Of CABARRUS COUNTY __________(704) 786-1783 4. N.C. DEPT OF 1RANSPORTA'DON
1 5. SOUTHERN BELL. TELEPHONE 6. SWTHERNNET INCORPORATED
~ < < 7. ATdcT 8. TELECOM USA-------------~----_--_-- (8D3) 548-0482, t-SOD-868-5303
1 t JEFFREY LEE BONpS 9. M.C.L___---~--~_--_-_----~---__ 1-BOD-288-6295, 1-800-624-9675 10.11ME WARNER CABLE [phone]
~ N ~ ~ DB. 587 Pt% 716 it. DUKE ENERGY~_______°_______________°--.:-_-___-__ [phone] 12.PUBUC SERVICE COMPANY---_---_..--~---_-°_----__~t-800-632-4949
N a660-57-3353 ~ t ~ 13. SOUTHERN RAILWAY SYSTEM,_--_-^--------------------- [phone]
I ~ ~ '4 ~ t0 EX15T1NG FENCE \ 14.UNION ELECTRIC COMPANY_--_-_----~~--------------1-800-422-4399 NOTE: 50ME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALL
1 ~ COORDINATE WITH (FORMERLY U40C4) NORTH CAROLINA ONE CALL __-~-------------------------1-800.632-4949
j, Q ~ ~ N ~ ~ . OWNER TO REMOVE & REPLACE <C 1 EXISTING WSACC M.H. ~ ~ / ~ + PROPOSED 30'X20 " ~ FENCE
N PROPOSED 20X20 ®M B~iE PIT ~ ?.ay STA. O+OQ RECEIVING PIT ~ 1z" e ' • ~ 'd' 'd'
o oa I lax ~ I- a . PROPOSED $ SEWER LINE 1- m
aQ tL (n ~ z 2~
I ~ 16" TREE ~ \ I ~ zo• TREE ~ . ~ a I ~ e}
N \ d
! I ~!!j ~ " ta" TREE ~ \ 0~ 1 18 TREE 1 " ~ (11 0 5 TREE , , . . , . On
i 1 , . ~ . ,•C I 'a C~ tr ~ -°m ---.r ~ ~'~az" tz" TREE p tL TREE ~ ~ ~..TS. TREE
p, {n • 15" TREE
( xp0 A " " f5" TREE 8+00 \ 4~" WANTERUNE ~
( 18' TREE $ N82 , E I PROPOSED CONTRUCTION \ / xpo• m T1053 ~ ~ t6" TREE
~ ENTRANCf PI]t DETAIL I \ / ~ t za" TREE 7+4D 15" TREE 18" TREE
(TYP,~ SEE SHT. 7 \ s \ .y0 ~ / $ " T2"' TR ^ TREE I ~s PRiX'OSED 20 X2O r7 ~ - ~4s T~bO 48" 24 TREE ~ t5" TREE ~ ~ . , ~ 14" TREE 28" TREE ~ z
chi t~ti F RIVER BANK ~ 1 Rft~]VlNG PiT N [ \ 20" TREE • ~o/% ' • , , ~ 14" TREE p {~1
a I i ~ EXIStiNG BARB _ ~ I \ ~ , rM E FENCE ~ 13" TREE ' . ~ ~
~ 12" TREE . • ~ • / t2" TREE ~ ? I c7 "TREE jg° ~ • / 20° TREE f,
I QD P EXISTING BARB N I i I I ~ , ~ / ~j ~ .PROPOSED 80 LF OF cfl y~~ ~ 1 19' TREE 8g8 y~ E 22° TREE ' • - • U e~ ' • (3} 14" TREES ti ~ 18` TREE ~ ~ v
~ ~ ~ ~ I mvER SANK 18 DIA. STEEL CASING & BORE w ~ g ICARL A. PROPST FAMILY , .35"*".~ (n + ry ~ I I o~ • . , ~ 17" TREE 18 1 17" TREE ~ ® ~
! I i L1MlTED PARTNERSHIP \ > ~ n. I C~xo 1q a • • ~~'44'° 12" TREE d
~ ~ I oa l5ae ~ 362364 \ , a ; aseo-a7-ears ~ ~ ; a. V~1 " " d °F
~ ~ PROPOSED TEMP. ® I I ~ 'OSED TEMP. eR,~~~:,, 22" TREE 1 mss E za THE ~ y ~
I 1 i ~ CREEK CROSSING W/ .m I PROPOSED 110 LF OF CLASS I RIP RAP CROSSING W/ ~ ~ • : • , ~ ~ 1+~ ~ ~ S I RIP RAP • . t3" TREE ~ • ~ • • ~
9 i I , _ 18 DIA. STEEL CASING & BORE SEE SHT. 7
I I PROPOSED 30X20 . FOR DETAILS ( I BORE PIT ~ DETAILS ~ • °
I I ai ~ PLAN ;i ~ ~ Q
1 1 ~ N ~ SCALE: 1" : 40°
1 I ap. , p ~ ~ ~ 6'.
t>: F- Q ~ . ~
J dN°
N N i ~ ~f W ~
ry a
BRANCH TO BE RELOCATtD ~ DESIGNED BY: AWD
a $ CONTRACTOR I$ TO PUT IN SILT BY CONTRACTOR APPROX. f80 LF PRAWN BY: EES
~ 1=ENCE ~ CREEK CROSSING ONCE SEE SHEET 5 FOR DETAILS
~ ACROSS e PIPE HAS BEEN INSTALLED CHECKED BY: X
s CREEK< SCALE: AS SHOWN
a DATE: 07/06/06
0 m
c .c W PROJECT NUMBER:' 2005-092
SHEET: 2 OF: 7

~ c o
~ ~t~n~ ~~~~~~~ooa
CONSTRUCTION SEQUENCE LEGEND
PREPARED RY
i. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HRVE BEEN RECEIVEQ AND THAT THOSE REQUIRED
TO BE DISPLAYED ON-SITE ARE AVAILABLE. PROPOSED SEWER LINE, MANHOLE & CLEAN-OUT ENGINEERING DEPARTMENT CCTY OF CONCORD
2. CONTRACTOR SHALL HOLD PRE-CONSTRUCTION MEETING AT LEAST ONE 48 HOURS BEFORE THE ACTUAL C` 6 P.O.80X 308
START OF CONSTRUCTION. PROPOSED WATER LINE CONCORD N.C. 28026
3. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72
HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE--CONSTRUCTION MEETING. PROPOSED FIRE HYDRANT [phone]
4. CONTRACTOR SHALL MAINTAIN TRAFFIC AND SAFETY CONTROL MEASURES A7 ALL TIMES ON THE PROJECT. (SE£
TRAFFIC CONTROL.} N PROPOSED WATER VALVE ~Qg98Eb9BE0gg8p
5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUC110N ENTRANCES (IF ANY) AT EACH POINT OF ACCESS TO Ca1Rp~~`°~s~
STORAGE AND CONSTRUCTION AREAS. 8 PROPOSED BLOW-OFF ~~~"'~~~~~°°~~'n,@oJ~~~'8
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS ANp BEFORE STAR1ING WORK, SEDIMENT FENCING ~ ~ ~ ~ ~ Q~
~7~ ~ '1 ~''s' ' e
7. CONTRACTOR SHALL CLEAR RIGHT-OF-WAY IF NECESSARY. ~ 4 ~ ' DA-GLO ORANGE PERSONNEL FENCING ~~~ft 1, ~
8. STOCKPILE RiP-RAP ON SITE AND INSTALL ALL OTHER EROSION CONTROL MEASURES WHERE THE WORK IS ~ Q '
OCCURRING. THE CONTRACTOR SHALL NOT INSTALL EROSION CONTROL MEASURES IN AREAS WHERE THE WORK WILL a Q NOT OCCUR FOR SOME TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY/CHIEF C~ D , ' C~ PROPOSED ENCASEMENT ~atartta~aaat a
Q 9 ENGINEER OR UPON RECOMMENDATION OF NC DENR PERSONNEL AS CONDITIONS WARRANT. , v ~ o
9. IN AREAS WHERE IT iS NOT FEASIBLE TO INSTALL EROSION CONTROL DEVICES, ALL DISTURBED AREAS MUST BE ~ _ MIlL ' ` l ~VN~ - = ~ = =5S = = - M- ~ EXISTING SEWER AND MANHOLE En Ineer°s Seal
D L"t, SEEDED AND MULCHED BY THE CONTRACTOR WITHIN THREE DAYS OF INITIAL DISTURBANCE. TEMPORARY SEEDING a
SMALL BE REQUIRED ON ALL OTHER AREAS TO BE DISTURBED FOR A PERIOD OF id DAYS OR LONGER. ~ ` ' ° - o o ; ~ Q 43 , %q _ ° ~ FM EXISTING SEWER FORCE MAIN
,s t/ ; 10. CO , NTRACTOR SHALL COORDINATE ALL BLOW-OFFS AND TESTING WITH THE CITY ENGINEERING DEPARTMENT'S ~ ..4 ~ hh ~ / V, ~ ~ -
CONSTRUCTION ADMINISTRATOR AT LEAST 24 HOURS IN ADVANCE OF SUCH WORK. NOTIFY THE RESPONSE AREA ~ ~ ° ~ ~Q D TO E SHUT OFF IN THE COURSE OF THE WORK. t? o C1 ' ' W EXISTING WATER LINE
FIRE DEPARTMENT iF EXISTING SYSTEM VALVES NEE B ~ _ - n ~1. C~ ...w
i1. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NC DENR-DLR, ALL EROSION CONTROL . 4' . ~ G EXISTING GAS LINE s _ f_
DEVICES EXCEPT FOR CREEK/STREAM BANK STABILIZATION SHALL 8E REMOVED AND DISPOSED OF IN AN ,i U . - ACCEPTABLE MANNER. EACH SEC1i0N SHALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER INSTALLATION OF CI ....-e+f' CI p , Q
, PIPE STRUCTURE, OR ACCESS. O ' , - c C EXISTTNG TIME WARNER CABLE Cc~ (o ca rr CIS C~3U~t~
CO R iS FIRMLY ESTABLISHED ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE i2, ONCE GROUND VE , ~ ° f~
_ 4 REMOVED WITH THE APPROVAL OF NC DENR-DLR. ' ,j ' A , OT UT EXI511NG TELEPHONE (OVERHEAD OR UNDERGROUND) P ~
- TRAILS , 13. CONTRACTOR SHALL REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS, IF ANY. - 1 , ` " d
CONTRACTOR SHALL COORDINATE CONSTRUC110N ACTIVITY WITH THE CITY ENGINEERING DEPARTMENT. ~1 ~ C~ ~ b 1 ' ~ °QE -UE- EXISTING ELECTRIC (OVERHEAD OR UNDERGROUND}
, „w Serve or's Seai
_ EIP - - -a- - - PROPERTY LINE AND IRON PIN
GENERAL NOTES ~ ~ , G ~ ~
t ; n . ,xa . ~ ca--- . . . J - - - - - - - - - - TEMPORARY CONSTRUC110N EASEMENT
, , ~ , 1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP 15 TO BE IN ACCORDANCE WI1H AND SUBJECT TO THE - ,
, WATER AND SEWER AUTHORITY OF CABARRUS COUNTY`S STANDARD SPECIFICATIONS; THE CITY OF CONCORD DE FOR _.v-~~ ~ ~ ~
ORDINANCES POLICIES AND STANDARD SPECIFICATIONS, AND THE NORTH CAROLINA ADMINISTRATIVE CO , ' P' G , WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. !N THE EVENT OF CONFLICT BETWEEN 1HE WATER ~0 RIGHT OF WAY/PERMANENT EASEMENT
ETY OF CONCORD'S ORDINANCES AND SEWER AUTHORITY OF CABA US CO _ ~ , RR UNTY'S STANDARD SPECIFlCATION• THE G ' " _ T - WATERWAY/DITCH UNE
A STANDARD SPECiFlCAl10NS OR THE NORTH CAROLINA ADMINISTRATIVE COQE, THE MORE RESTRICTIVE ~ ~ ~ o- ~ % = ~ ~ _______,,,,,,_,r-- POLICIES, ND , Q , RE UIREMENTS SHALL APPLY. ~ % ~ . ' ~ ` , ~ ,
w. ' X---------X EXISTING BARBED WIRE FENCE
2. ALL SEDIMENT AND ER0510N CONTROL MEASURES SHALL CONFORM TO THE LATEST STANDARDS 4F THE N.C. RAL R UIREMENTS. P A 0 A AND FEDE E SEDIMENTAi10N POLLU110N CON OL AC A
i . r., 4 4 a--~------~--o EXISTING WOVEN WIRE FENCE
3. CON C 0 ' C ON ADMINISTRATOR OF THE CITY OF CONCORD ENt~NEERING TRA T R SHALL NOTIFY THE CONSTRU Ti L;;:, ~ _w , f . , ~ DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORK. ; . , i. ~ ~ , ,
,
f. 4. INDIVIDUAL WATER, GAS, SEWER, 1ELEPHONE, AND CABLE SERVICES MAY OR MAY NOT BE SHOWN ON THE ~ ~ ta. ' . ~ . ~ PLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR FIELD LOCATIONS. ~ o o EXISTING CHAIN LINK FENCE

5. 0 f CITY F CONCORD ELECTRIC WATER AND SEWER DEPARTMENT PERSONNEL WILL ASSIST THE CONTRACTOR IN ~ ~ r~ ` ' BEACFI' BLUFF p""` u LOCATING ALL CITY OF CONCORQ UTILITY SERVICES AND LINES. r" ` ' l TREE/WOODS LINE
I -
PU -OFF AREAS ARE DISTURBED CRUSHED STONE STABILIZER SHALL BE PLACED WITH SUFFICIENT ` j, C. ` - ' 6. IF MAILBOX LL , ~ , ~ EXISTING FIRE HYDRANT
LENGTH TO ACCOMMODATE VEHICULAR TRAFFIC. THESE AREAS SHALL BE MAINTAINED FOR THE ONE-YEAR ' s j'' ; / , WARRANTY PERIOD. THE COST OF THESE ITEMS SHALL BE INCLUDED iN THE COST OF LAYING PIPE. i f'
b~.. ~ EXISTING WATER VALVE
7. THIS PROJECT IS SUBJECT TO 100 YEAR FLOOD PER FIRM MAP 37O25CO75D, NOVEMBER 2, 1994. ' ~ ~
8. FIRE HYDRANT EX1ENSiONS, IF NEEDED, SHALL BE INCLUDED IN THE COST OF TWE HYDRANT INSTALLATION. ` _ 4 ~ J L7~ EXISTING WATER METER
~ - 9. GATE OR BUTTERFLY VALVES, BLOW-OFFS, AND FIRE HYDRANTS MAY BE FIELQ AD~STED 50 FEET IN EITHER % .
r pIREC710N WITH THE PERMISSION OF THE ENGINEERING AND WATER RESOURCES QEPARTMENT~a. _ . ~a EXISTING WELL.
_ ~ ; t ; t
. f J ~I ~ , EXISTING TELEPHONE/POWER RISER
, - ' , . ~ , b i'
RIGHT-OF-WAY NOTES _ ~ ~ % ~ ALP EXISTING LIGHT POLE
` TY ARE SHOWN ON THE DESIGN .DRAWINGS AND ARE FOR ' , 1 RIG T-OF-WAY LINES AND PROPER LINES
~ REFERENCE ONLY. FOR EXACT LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORDS r - ' l~ PQ~-P EXISTING POWER POLE/GUY +MRE
R BY THE CITY SURVEYOR. "'f'~ ~ ~ ~ ~ ~ ~ ~ i ~ CONSULTING REGISTERED LAND SURVEYO OR ~
2. REFER TO STANDARDS AND SPE(~FICAIIONS FOR WATER AND SEWER CONSTRUCTION FOR FURTHER DETAILS 1 ~ ~ ` ; ~ ~ ~ ; ~ ~ ` , ' ~ ~ ~~~r ~ ~ ~t` ~ , Q, F' EXISTING STREET OR LOCATION 51GN
CONCERNING THE RIGHT-OF-WAY. a~, ~ . a~, r , ~ . ~ q 1
err ~ ~ - ~ CONC. MON. I~ EXISTING CONCRETE R/W MONUMENT
!~y Fl~ ~ ~ ~ , 1~., . ~ , , :'~J. ,
TRAEF'IC CONTROL ~ ~ ~ ~ ~ ~ ~ ~ ~ l Q BENCHMARK/TEMPORARY BENCHMARK
"~u ~a, ,
.;,.,,,t,,...,_ A ~ 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR WORK ZONE TRAFFIC SAFETY AND CONTROL. ~ ~ EXISTING RCP OR CMP
2. ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED ON STREET ANQ HIGHWAY CONSTRUCTION,
MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPECiFIGAIiONS IN 1HE A 5T EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD}. VICINITY MAP L TE
SCALE: 1° = 400' tMB EXI511NG MAILBOX
3. ALL TRAFFIC/SAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE POSITIONED AT ALL TIMES IN
THE APPROPRIATE LOCAT10N5 FOR THE WORK OPERATION. THE CONTRACTOR SHALL CAREFULLY MQNITOR SITE CONDITIONS SUCH AS LIGHT, WEATHER, 1RAFFlC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL
MEASURES ARE OPERATING EFFECTIVELY.
4. THE CONTRACTOR SHALL PREPARE A PROPOSAL ON THE TRAFFIC CONTROL OPERATIONS AND PRESENT THEM TO
~ THE NCDOT DISTRICT ENGINEER OR HIS REPRESENTATIVE AND 1HE CITY OF CONCORD'S ENGINEERING DEPARTMENT
CONSTRUCTION ADMINISTRATOR (PHILLIP KINGSLAND} ~ 920-5404 AT LEAST 48 HOURS. BEFORE BEGINNING WORK. NARRATIVE DESCRIPTION m
ti THIS PROJECT CONSISTS OF THE INSTALLATION OF APPROXIMATELY 29$11 LINEAR FEET OF 8" GRAVITY SEWER ALONG WCTH N UTILITY NOTE
b APPURTENANCES AND OTHER ASSOCIATED PROJECT WORK, FOR THE PURPOSE OF REMOVING A SAND FlLTER ANQ z ESTABLISHING A GRAVITY SYSTEM.
THERE WILL BE A MINIMUM 10-FOOT HORIZONTAL SEPARATION BETWEEN THE SEWER LINE AND THE WATER MAIN, THE PROJECTED AMOUNT OF GROUND DISTURBANCE IS 2.051 ACRES. THIS I5 BASED UPON A DISTURBANCE OF 2981 LF ~ WHEN THE i0-FOOT MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, ANQ WHEN THE WATER MAIN IS AND UPON AN AVERAGE CONSTRUCTION WIDTH OF 30 FEET pISTURBED BY .THE IN5TALLAlON OF THE GRAVITY SEWER. DRAWING INDEX
h ABOVE THE SEWER, BUT WI1H LESS THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEWER IS ABOVE 3HE WATER
o MAIN, BOTH THE WATER MAIN AND THE SEWER LINE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS WORK SHALL PROCEED IN SUCH A MANNER SO AS TO LIMIT THE AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE ~ EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO SECTION OF THE DffCH OPEN AT A TIME THEREBY ,REDUCING THE POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE SHEET 1 PROJECT NARRATIVE, NOTES, LEGEND, SITE MAP
THE SEWER, OF i0. FEET ON EACH SIDE OF THE CROSSING. (SEE DETAIL BELOW) TRANSPORTED OFF SITE.
f SHEET 2 DESIGN -PLAN/PROFILE
SEEDING OF pENUDEQ AREAS SHALL BE DONE AS SOON AS POSSIBLE, BUT IN NO CASE LONGER THAN 10 DAYS AND IN ~ ACCORDANCE WITH THE SPECIFICATIONS GNEN IN THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL
DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS BEEN COORDINATED WffH THE DEPARTMENT OF ENVIRONMENTAL SHEET 3 DE51GN -PLAN/PROFILE p F
~ e ~ i~ 1 ~ I --~I = I~"'r"T=I I ~I I 1=I IY HEALTH AND NATURAL RESOURCES, THE CiiY OF CONCORD, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. o a 11-I I ~I I I rf i t I I--.I I i. I . I>=~ i
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR SHEET 4 DESIGN -PLAN/PROFILE U
(SEE "PROTECTION OF EXISTING UTILITIES' PLEASE NOTICE THAT THIS PROJECT CROSSES SEVERAL UNQERGROUND UTILITIES ~ - - - - - - - - ALONG THE ROUTE OF WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER LINES AND THESE UTILITIES SHALL BE HELD SHEET 5 DETAILS -SEWER
AT ALL TIMES. IN THE EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD
W 24 MIN. 24 MIN. ENGINEERING DEPARTMENT IMMEDIATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBiL,IP1' OF THE WATER MAIN OR STORM SEWER o SANITARY SEWER CONTRACTOR AND SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST REVISION OF PART iV OF THE M.U.T.C.D., SHEET fi DETAILS -EROSION GONTROL
a N NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS.
+ + COMPLETION OF TWIS PROJECT IS ANTICIPATED TO TAKE 120 QAY5 AFTER NOTICE BY THE CITY OF CONCORD TO PROCEED.
P ON AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE FALL OF 2006. STORM SEWER WATER MAIN OR FlNAL COM L.ETI
SANITARY SEWER a
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