20070134 Ver 1_Site Plan_20070122

Drawn by
1'-6" a BeNamin R. Lennon
PWC STANDARD PENTAGONAL ~P•) OPERATING NUT OPEN (TYPICAL -NEW FIRE HYDRANT RE HYDRANTS CONNECTED TO EXISTING WATER MAINS} Checked David E Voughn,PE,PLS
m COUNTER CLOCKWISE. NOTES. TOP TO BE FLUSH 1MTM VALVE BOX PROTECTOR Reviewed
1. FIRE HYDRANT SHALL BE MODELS 1. PROPOSED FIRE HYDRANTS SMALL BE INSTALLED IN ADVAP MANUFACTURED BY MUELLER CO. MAIN CONSTRUCTION. THE CONTRACTOR SMALL SEQUENCE LED IN ADVANCE OF SEWER CURB F 1 FINISH GRADE AND LEFT RING SHALL BE PLAGED WHERE NOTES: OR THE PROPOSED F RE HYDRANT tS INTERPOLATED FROM CROSS EXPOSED J. REITZEL,PE,PLS
2-2112" N07ZLES & 1-4-112" NOZZLE (CENTURIAN), AMI~RICAN VALVE AND INSTALLATION TO PROVIDE ANp10R SUPPLEMENT WATER MAI L SEQUENCE THE HYDRANT SECTIONS AND THE FLANGE ELEVATION SHOWN iS APPROXIMATE. FIRE VALVE ISLOCATED INNON- TWATER MAIN FLUSHING IF TRAFFIC AREAS. SEE VALVE 1, ALL MATERIALS S ~ HYDRANT SHALL BE INSTALLED IN ACCORDANCE WITH THE FIRE HYDRANT PAVEMENT BOX PROTECTOR RING DETAIL. MATERIALS SHALL BE IN ACCORDANCE Date
WITH FIRE HOSE COUPLING THREAD IN HYDRANT CO, (MODEL MARK 73), BREAKS OCCUR. ~ ' ACCORDANCE WICITY OF I'AYETTEVILLE CLOW MEDALLION OR APPROVED EQUAL, WITH PWC STANt AND VALVE INSTALLATION DETAIL. i PWC STANDARDS. 1-10-07
r STANDARD. NOZZLE APS SMALL C 2. FIRE HYDRANT NNE T ' c0 C IONS TO EXISTING WATER MAINS , 2. RESIDENT WEDGI 3aoa PSI PouRED TURF ATER MAINS SHALL BE 8. THE CONTRACTOR SHALL SUBSTITUTE VARIOUS BARREL DEPTHS WITHIN IN PLACE CONCRETE 12 MANUFACTURED LIENT WEDGE GATE VALVE SHALL BE AS UFACTURED BY MUELLER CORP.,
~ BE SECURELY CHAINED TO THE 2. ALL VALVES AND HYDRANTS SHALL HAVE MADE USING A TAPPING SLEEVE AND VALVE BY WET TAP COT ' ~ HYDRANTS BODY BRANCH VALVE SHALL BE PLACED BEHIND M.J. CONNECTIONS WITH IRON RETAINING iNET TAP CONNECTION. THE PROJECT (I.E. FIRE HYDRANT N0.1 INDICATES A 5'-0" DEPTH OF GOLLAR AMERICAN DARDI RICAN DARLING, CLOW CORP., OR
THE TAPPING SLEEVE AND VALVE SMALL BE PRESSURE TESTI THE CURB WITH A CONC PROTECTOR GLAND M.J. RESTRAINT OR ANCHOR LUGS ASSURE TESTED PRIOR TO BURY, ACTUAL CONDITIONS CALL FORA 6`-0" DEPTH OF BURY, FIRE _ ~ ~ APPROVEC! EQUAI 1OVED EQUAL.
FIN. GRADE VALVE BOX RING WHERE 27` & 30' WIDE STREETS AND AFTER THE COMPLETION OF THE TAP IN THE PRESENCE AND 314 DIA. STEEL ANCHOR RODS. ENGINEER. TAPPING SLEEVE SHALL BE FILLE IT ARE CONSTRUCTED D W H WATER I PRESENCE OF THE HYDRANT N0.2 iNDIGATES A 6 DEPTH OF BURY ACTUAL GONDITIONS ~ ` .o <.~...4... , ° . _ - d ~ • ::.~A` 3. ALL VALVES SHAT , R ~ f 'UITH WATER PRIOR TO REQUIRE A 5 DEPTH OF BURY, THEN A SUBSTITUTION WILL BE REQUIRED). ~ .-III - ~ f OPERATING NUT VALVES SHALL HAVE 2" SQUARE M RATING NUT AND SHALL OPEN
P E E 1 I I I I~ ~ R SSURIZATION FoR SAFETY PURPOSES. „ ...A . , . . 3. 314 DIA, STEEL RODSANDALL BURIED SURFACES b ALL EXTENSIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO :~~A : °n, Q`'~_.~:::.:: = ~ COUNTERCLOCKI INTERCLOCKWISE.
4-1 12 ~I 1- i = ~ . ; ~ SMALL BE PAINTED WITH 2 COATS OF , t- z .L :BARREL B#TUMIN U P I 3. THE CONTRACTOR SHALL HAVE THE EXISTING UTIUTI L ~ - 0 S A NT. MARRED OR SCRATCWED ES 0 INSTALLATI N A Y AFTER AL E F , ~ ~ ~ ' 0 ND ONL L F ORTS OF SUBSTITUTION ARE -CONCRETE COLLAR ~ - EXHAUSTED. ~ 4. VALVE BODY BOI UTILITIES LOCATED IN ----I I SHALL BE PLACED , dE BODY, BONNET & GATE SMALL BE W
ut =1 1= BRICK ~ SURFACES SHALL BE REPAINTED. PAINT THE VICINITY OF THE PROPOSED FIRE HYDRANT PRIOR TO RE WHERE VALVE IS IN A DUCTILE IRON C( PRIOR TO REQUESTING - TRAFFIC AREA. TILE IRON CONFORMING TO ASTM A-536.
I o - 1 I I I I I~~ , , ~I ~1 SEE CONCRETE ~ 6 GATE VALVE SHALL CURE PRIOR TO BACK FILLING TRENCH. CONSTRUCTION STAKES. THE PROPOSED LOCATION MAYBE ~ ~ I~I1 ICI 1=1I I ~I I I- I h THRUST BLOCK aC - _ DETAIL RELOCATED BY THE ENGINEER IF CONFLICTS EXIST {l.E. GAS TION MAY BE SHIFTED OR 9. WHERE INDICATED TO TIE EXISTING FIRE HYDRANT TO NEW MAIN, I i 1--- -i i ~ ;IST {l.E. GAS SERVICES, CONTRACTOR SHALL PRQViDEALL LABOR, TOOLS, EQUIPMENT, MATERIALS, 5. VALVE BODYANC VE BODY AND BONNET SHALL BE
~ I I~I I I~.l 1 1 I I I~.I I i_..I I I I~I ( 11, m 4. FIRE HYDRANT SHALL BE FIELD PAINTED UGE TELEPHONE, ETC.). I I-! I I--I 11---I I-III-I I ICI I I. ! ~ VALVE BOX CAT N LL ETC. NECESSARY TO PROVIDE A COMPLETE INSTALLATION. FIRE HYDRANT - SEE DETAIL 0 ED 0 A 11 - I I--i I I- -III ~ - -III---- i s----i i - TED ON ALL INTERIOR AND EXTERIOR
j - - IN ACCORDANCE WITH PWC STANDARDS. BEFORE =1 ~ ~I ~I I I~~~I 11= i I - I : a I I ! ~ I ..-I i l- { _ 1 I = = ~ - - PROJECT IS ACCEPTED. 4. THE CONTRACTOR SHALL VERIFY BY DIGGING iN ADVANC SHALL BE TRANSFERRED TO NEW MAIN BRANCH LINE AFTER MAIN IS ~ SURFACES WITH i FACES WITH A FUSION BONDED EPOXY %CORDANCE WITH AWWA C-550-94.
_ -l i l l i l III III III-I _I I I-III- I I- III , ~ I I ( 1, .-1 I ~I ' = INSTALLATION AND MATERIAL PROCUREMENT, THE EXISTING 3j, iN ADVANCE OF ACCEPTED. HYDRANTS SHALL NOT BE OUT OF SERVICE FOR GREATER NCDOT CONCRETE !N ACCORDANCE' THR BRICK HE EXISTING WATER MAIN N 24 HOURS. CONTRACTOR SHALL NOTIFY FAYETTEUILLE FIRE
i - ,r ~ ' 5. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS 6 D.I. PIPE ti ~ ; I ~ MATERIAL, 51ZE, CLASS, DEPTH AND LOCATION FOR EACH INC , „ POSSIBLE TO THE MAIN, BUT DO NOT PLACE 6. ALL VALVES 24" A 'OR EACH INDIVIDUAL FIRE DEPARTMENT OF OUT OF SERVICE FIRE HYDRANTS PRIOR TO 12 GA. THMN TRACER > A SAFE WORKING VALVES 24 AND SMALLER SHALL HAVE z Cf) ?FE WORKING PRESSURE OF 250 PSI. O ,.~j
=1 11== I ~ ~ g , ; - HYDRANT LOCATION IN R ER T P VALVE IN PROPOSED OR EXISTING CURB AND O D O SUP LY PROPER SLEEVE 1 :I I I~.I I I~ ==11 Imo! C ICI I ICI I ICI I ICI 1 I ~ 1YI 111 I ~ 11.- 'I I ~ X I I GUTTER, IF THE TR T . , , ~ _ S EE IS SOIL AND NO PAVING LENGTHS AND OTHER REQUIRED MATERIALS TO ACCOMMOD~ ER SLEEVE TYPES, BARREL GONSTRUCTiON. ~ , . , ~ , WIRE SHALL BE CONTINUOUS ; ACCOMMODATEEXISTING = BETWEEN VALVES WITHOUT
~I I I~I III=III= -I (I ~ IS TO BE DONE AT THIS TIME THE LOCATION SEE NOTE # 5 ~ ~ MATERIALS ENCOUNTERED AND SITE CONDITIONS. 7. SEE VALVE BOX [ JS. 1 a. SOD SHAT L BE REPLACED WHERE APPL{CABLE. DAMAGE TO PROPERTY = SPLICES AND SHALL BE . = VALVE BOX DETAIL FOR ADDITIONAL,,, )RMATION. z
I ,I i I=1 11= I 1=11 I E (=1 I 1-~ I OF THE VALVE IS TO BE DETERMINED BY THE PWC f =1 I I~f I I 1 I(-.1 I=1 ! I=1 11=1 uNDISTUR~ED PROJECT CoOR~fNATOR. _I = - SOIL 5. THE INFORMATION CONTAINED IN THE "FIRE HYDRANT DATi IN ALL INFORMATION. OWNERS LAN DSCAPiNG, FENCES, ETC. SHALL BE REPAIRED OR REPLACED i I I- ~ I i I i ST ED ON ALL NON I_.._..I --I I i--~-~ ' TO THE PROF ERTY OWNER'S 5ATISFACTtON TO INCLUDE WITH N I ~ I METALLIC PIPELINES. YDRANT DATA CHART WA.? ~ I I-- 8. SEE VALVE BOX F
l i l t-III I I I_...I I(-I I I.~..I I I~ -'I ~ I I= 6. FIRE HYDRANTS SHALL BE PLACED AS DIRECTED BY PRODUCED USING EXISTING PWC RECORDS AND AVAILABLE I I, .I I 1-; I ICI i ICI I I~i DI TEE OR TAPPING )AVAILABLE FIELD RIGHT-0F•Wp Y. (NO SEPARATE PAYMENT}. F OR ADDITIONAL VALVE BOX PROTECTOR RING DETAIL LLI ADDITIONAL INFORMATION. W
` ~ SLEEVE AS REQUIRED THE PWC PROJECT COORDINATOR, INFORMATION. THE INFORMATION IS INTENDED TO ASSIST TI~' VARIES SEE TAPPING DETAIL, CONTRACTOR BUT IS NOT ARA fO ASSIST THE '
GU NTEED. THE CONTRACTOR 7, HYDRANT BRANCH SHALL NOT BE BACK FILLED TO VERIFY ALL THE PROVIDED INFORMATION. THIS INFORMA 7 CU° FT. #57 STONE ;ONTRACTOR IS ENCOURA{3ED 11. THE UNIT ~RiCE BID SHALL INCLUDE ALL LABOR, MATERIALS WATER WATER AL AL iIS INFORMATIO I EQUIPMENT, TESTING FIELD INVESTIGATION, UTILITY LOCATIONS AND ANY MAIN MAIN NS f~
- PLACED TO A LEVEL 4" M.J, CONNECTION WITH IRON UNTIL INSPECTED AND APPROVED BY PWC PROJECT APPROXIMATE AND MAY NOT BE ACCURATE. AND ALL OTH ER INCIDENTALS RE UIRED FOR PROPER FIRE HYDRANT Q Z W W
ABOVE DRAIN OPENING RETAINING GLAND M.J. RESTRAINT COORDINATOR, SEE NOTE 2 AND PWC STANDARD 6. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VAR80U~ INSTALLATION INCLUDING BUT NOT LIMITED TO FIRE HYDRANTMATERIALS =III-I --I l I- , ~ (--I 1 l= I I- I -----III , ~ ~----III- 'PLY VAR80US LENGTHS OF AND LABOR,I~ARIOUS BARREL DEPTHS, EXTENSIONS, OFFSET CONNECTORS, I QR F-
3t4"DIA. STEEL GATE VALVE AND BOX SHALL BE IN RESTRAINING DETAIL BARRELS AND HYDRANT EXTENSIONS TO ADJUST FOR WATEI ANCHOR ROD ACCORDANCE WITH PWC STANDARD DETAIL. TAPPIN V TE T NG TAPPIN VALVE TAPPIN F T FOR WATER MAIN DEPTHS G SLEE E, 5 I G G 0 EXISTING MAIN, W
1 EA. SIDE,2 TOTAL IN RELATION TO TOP OF EXISTING CURB GRADE, TOP OF PAVI ( ) 'z TOP OF PAVEMENT, FITTINGS, TRAFFIC CONTROL AND SIGNAGE, SOD, SEEDING, PAVEMENT VALVE INNON-TRAFFIC AREA rr~
1= I =1 1= I I = 1= N EXISTING DITCH GRADE ANDIORRIGHT-OF WAY GROUND ELE ~ 1= ~ _ 9. HYDRANT EXTENSIONS SMALL BE APPROVED I ICI ( I ICI I ICI (I: I -III: o ~ , ~.-.:i I I~ NECESSARY. ADDITIONAL FITTINGS ANDIOR HYDRANT EXTEN 6 D,i. PIPE BY PWC PROJECT COORDINATOR. GROUND ELEVATIO AS REPAIR, REMOVING AND REPLACING PAVEMENT, PAINTING IN ACCORDANCE VALVE IN TRAFFIC AREA NS )RANT EXTENSIONS OR WITH PWC STANDARDS, REMOVING AND REPLACING LANDSCAPING AND
I=I I ( I = -I I 1=1 11=1 I ~I I III I I =1 I I =f I I =III- -1 11= - ~ : ~ OFFSET CONNECTORS MAYBE REQUIRED TO MAINTAIN PR01 AINTAIN PROPER COVER. EXISTING FEATURES, ADJUSTMENTS REQUIRED DUE TO EXISTING UTILITY
WI - = NO SEPARATE PA . ( ~ I~ ~ ( t. CONFLICTS, EROSION AND SEDIMENT CONTROL MEASURES, REPAIRING ANDIOR REPLACING ALL DAMAGES, FIELD INVESTIGATIONS AND ALL ELSE W
=1 REQUIRED FOR COMPLETE INSTALLATION. ?M EXISTING ASPHALT F_
I~ - I ~I ~ I ICI 1- ~I - 7. EXISTING VALVE DsPTi~S ARE MEASURED F l~l l l.~l i 1, , . l l~.l l ~l l l..i ,I , , , I I..~ I , „ . , , I I R0M ExisTING ~ 'I -Ii .f I I ICI I I~ ANDIOR VALVE COVER TO THE TOP OF THE OPERATING NUT. SATING NUT. THE F_
I . ~ ~ ~ - 6 GATE VALVE ' 2 COATS OF BARREL INFORMATION SHOWN IS CALCULATED USING AN INTI JSING AN INTERPOLATION W
BITUMINOUS PAINT BETWEEN THE TWO NEAREST VALVES. THE GROUND ELEVAT M,J. CONNECTION )UND ELEVATION ANDIOR
ALTERNATE RESTRAINT SYSTEM RESTRAINING RODS
j NO DATE REVISION FIRE HYDRANT AND PUBLIC WORKS COMMISSION FIRE HYDRANT PU NO DATE REVISION NO DATE PUBLIC WORKS COMMISSION PUBLI R C WO KS COMMISSION -E REVISION
I I f VALVE INSTALLATION FAYETTEV LLE, N.C° ADDITIONAL GENERAL NOTES 1. 1a23i03 DEVISED NOTE #4 GATE VALVE FAYETTEVILLE, N,C. FAYETTEVILLE N.C.
DWG. NO. DWG. BY P
~ DWG. N0. DWG. BY PWC SHEET No. ~ WATER RESOURCES . SHEET No. WATER RESO RCE DWG. N0. DWG. BY PWC U S T ~ WATER RESOURCES sHEE NO
10F 1 DATE JAN. 012005 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 1 OF 1 EP r DATE JAN. 01, 2005 APPROVED BY J.E,G. ~,G, ENGINEERING DEPARTMENT ~ OF 1 ENGINEERING DEPARTMENT DATE JAN. a1, 20a5 APPROVED BY J.E.G. w
I - FILE NAME FHCC.DWG FILE NAME: FM NOTES.DWG v
DFILE NAME. GATEVI LAME: GATEVALVE.DWG
ca
NOTES: NOTES: 7116" NOTES
I ~ I-~ i-._ MIN. BEARING AREA EACH DIRECTION ~ ~ ~ E ~ ~ ~ 1, THRUST BLOCKS SHALL BE INSTALLED NOMINAL PIPE BRANCH SIZE AP ~ SIZE APPROX, WT. LBS. 1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH 1. VALVE BOX SHALL BE 3 PART ; "L BE 3 PART SLIP TYPE
~ ~ ~ OF THRUST IN SQUARE FEET ) . ON PVC WATER DISTRIBUTION LINES SIZE INCH (based nn sod suppnr5rtg value of 2000 psf ~ 200 ps~g test pressure) „ ( ) PWC STANDARDS. MANUFACTURED BY ALABAMA BY ALABAMA PIPE CO.,
' , > ; TL 6 THRU 12 DIA. IN THE MANNER SHOWN. " ~ d I ~ ~ ~ SEE PWC STANDARD ALT. RESTRAINING o . p „ PIPE TEES & 90 45 ELBOW 22-112 A A CMAPMAN VALVE CO. GOLOM 2. STAINLESS STEEL TAPPING SLEEVE MAYBE iv ' R.D. WOOD C0.OR APPROVEC CO., COLOMBIAN IRON WORKS )R APPROVED EQUAL.
. ° SIZE DEADENDS ELBOWS & CROSSES ELBOWS DETAIL W.18 FOR ACCEPTABLE 4 3 ,4 28,31 ' p ~ ~ . ~ ALTERNATE RE N Y T " STRAINI G S S EMS 6 3 ,4 ,6 36,31 28,3a UTILIZED FOR ALL TAPPINGS OF MAINS UP TO AND .L BE 3-PIECE CLOSE GRAINED
i 2 I I. 6" 4 6 3 „ „ „ ,r 4r 8 3 ,4 z6 ,8 42,M 36,38,45 ~ INCLUDING 24"DIAMETER WITH 12" OR LESS 2. VALVE BOX SHALL BE 3-PIECE 4244 4 p BRANCH. BRANCH GREATER THAN 12"SHALL CAST IRON SDP-TYPE VALVE I ~ r 8,V6 Q~~ n TYPE VALVE BOX WITH A MINIMUM ,16?~
I I1~ , 8' ? 10 5 3 10" 3"4",6",8",10" 45,41 ~ 11~=1 I ICI I 2. PIPE GREATER THAN 12 INCH „ } n rr n n n n ,r 10" 45,48,55,70,80, REQUIRE FULL BODY D.i. M.J. TAPPING SLEEVE THICKNESS OF 3/16 . „ „ 5-314
I I I~ 12 15 21 11 6 DIAMETER SHALL REQUIRE RESTRAINT 12 3 ,4 ,6 ,8 ,10 ,12 50,5 ( I 16" 3" 4" 6" 8" 7 I JOINT PIPE FOR THE PROPER LENGTH, 8,$ 10 ,12 50,52,60,81,96,143 SEE APPLICABLE DETAIL. b 3, VALVE BOX SMALL HAVE RAISI 78,$a,85,1a0 7" "WATER" CAST INTO COVER. ,L HAVE RAISED LETTERS > ITO COVER.
I: 24 4 $5 8. 3 6 8 ,10 12 r „ „ 3. SHELL AND LUGS SHALL BE STAINLESS STEEL 1412 85,87,9a,1a0,145,23a „ „ PER ASTM A 24a, TYPE 3a4 AND 304L. I ,,,A~t 4. VALVE BOX ACCOMMODATES )MMODATES 4" THRU 12" VALVES.
3.) COMPACT FITTINGS ARE NOT 30" " 16 34681012 3, ACCEPTABLE. STANDARD FITTINGS 11-1 I ~.I ~i 10 12 163,165,175,226,255,289 BECTON A PLAN 4. BOLTS SHALL BE 5t8" UNC ROLLED THREAD, 5. VALVE BOX SHALL HAVE 318" H ,L HAVE 3/8" HOLE DRILLED IN TOP
ELBOW SHALL BE USED WITH CONCRETE I ..p I . 5-114 DROP UD STAINLESS STEEL PER ASTM A 193 TYPE 3a4 SECTION TMRU WHICH A 114 ~ VHICH A 1/4" X 1.1/2" GALVANIZED
M.J.PLUG ° - I I THRUST BLOCKING. .p 4"NOM. PIPE SIZE SHALL HAVE MIN 112" BOLTS. BOLT SHALL BE USED TO SECT 5-314" TRACER WIRE FOR NON-PERK ISED TO SECURE A 12GA. THHN )R NON-FERROUS PIPE. A 1/42"
` ° C.ONC.RETE ' ~,,,,.,.,y ~ •..I I f iy , a ° ~ ~p I 4.) THRUST BLOCKS SHALL BE ~ ~ ' ° ` , ° ~ THRUST INSTALLED ON SEWER FORGE FLANGE -1 t i-I ~a,,,~,.,.. a p C 5. NUTS SHALL BE HEAVY HEX STAINLESS STEEL 7»518° „ WASHER SHALL BE USED BET1 ANSI GLASS 150 LB. 5.114 3E USED BETWEEN NUT AND o
~1~1~ p ~ 4 BLOCK MAIN IN THE MANNER SHOWN. GASKET ° III (TYP.) ILLING F PER ASTM A-194, TYPE 3a4. INSIDE OF BOX. TIGHTEN RANI DR LANGS. DI FLANGE 7-318 "IGHTEN HAND TIGHT.
{ ~I I I I f-T ~I I=11i=-III--1-) I I 5.) IF SAC-CRETE IS USED, MIXING SHALL BE COATED TO PROTECT 6. WASHERS SHALL BE STEEL AND PLASTIC 6.318 6. SCREW TYPE VALVE BOXES AI AGAINST CORROSION LUBRICATING WASHER. VE BOXES ARE NOT ACCEPTABLE.
MUST BE ON SITE UTILIZING 7. DIMENSIONS SHOWN ARE FOF )WN ARE FOR INFORMATION ONLY *~+r A / 00410 UPON THE MANUFACTURER. yw'? a°s(n,rti11g~ /~~~r
SEE BLOW-0FF DETAIL FOR .o . A MECHANICAL MIXER. `t = i ; ~ CLARIFICATION OF CONSTRUCTION TEST PLUG 7. GASKETS SMALL BE VIRGIN SBR PER ASTM D 2aQa - _ AND VARY BASED UPON THE ~ i ~',af ~ SHELL MAA 61a, COMPOUNDED FOR WATERAND SEWER iv
_ , ~ ~ , I ~ ~ REQUIRED AT DEAD ENDS 6.} NO CONCRETE SMALL BE ~T.._ SERVICE. DI ~ DROP LID
PLACED ON BOLTS. WRAP i JOINT FITTINGS WITH PLASTIC. BOLTS 8. FLANGE SHALL BE DUCTILE IRON PER ASTM SE L e w • 31 1
HORIZONTAL BEND DEAD END 536,GRADE 65.45-12: OR STAINLESS STEEL PER Q xEgo ~ ~ a~'~
7. CONCRETE ) SHALL BE A MINIMUM 3 000 sl. P I ASTM A-240, TYPE 3a4. NUTS ~d O!b
8, ALL BEARING SURFA I I: ) CES SMALL 9. DIMENSIONS SHOWN ARE FOR REFERENCE AND w MAY VARY BASED UPON N F L ~ MA U ACTURER. S EEVES ua m TT ~
SIDE EXCAVATIONS TYP. - BE AGAINST UNDISTURBED ( ) -II _I_ SMALL BE SIMILAR IN NATURE TO THAT SHOWN ~ g m ~
I~ SOIL AND SMALL BE APPROVED I s - _ ° BY PWC PROD. COORDINATOR FULL P AND SHALL NOT DEVIATE IN ESSENTIAL DETAILS. ~ Q x ~ ,w •
. p p ° ° ° . _ ~ ~ I , < ° a: ~ 1 PRIOR TO PLACEMENT OF (~ONGRETE. CIRCUMFERENTIAL p ~ V p .0 'A . p• p ~ GASKET ` °'b , 0 1a, PIPE SURFACES SHALL BE CLEANED THOROUGHLY Q TO PERMIT A GOOD SEAL PRIOR TO INSTALLATION. ~
p ~ C 0 p p
UNDISTURBED THRUST BLOCK SOIL ARMORS e 11. AFTER TAPPING VALVE IS ASSEMBLED TO SLEEVE N PRESSURE TEST ASSEMBLY USING TEST PLUG IN NECK o TOP SECTION" T•"'
. AREA of ' . > ° . p ° BEARING . p ' p ~ ° ~ a , ° a . WASHERS OF SLEEVE. TEST SHALL BE APPROVED BY PWC PROJ. M • L
° o ° ° p rv.li III tl I COORDINATOR PRIOR TO BEGINNING TAPPING PROCESS. LIFTER BAR AFTER COMPLETION OF TAP RE-TEST COMPLETED
p I ASSEMBLY PRIOR TO EXTENDING MAIN. oa
:I I I I: rv~, ~ I- BE KEPT CLEAR OF r 12. THE NUMBER OF BOLTS, NUTS AND WASHERS SHOWN 6-118" cf)
PIPE JoINTS(TYP,~ ALL BEARING SURFACES SHALL I ~ r; ARE FOR ILLUSTRATION ONLY, ACTUAL QUANTITY 4. Lo 0
BE AGAINST UNDISTURBED ~I GROUND P. (TY) ELBOW SHALL BE AS RECOMMENDED BY THE SLEEVE 6.112" MANUFACTURER FOR THE REQUIRED SERVICE. 10-1f4" x
$-1/2" I 1 sEE TAPPING VALVE DETAILS FOR ADDITIONAL INFO. BOTTOM SECTION 0(j) :gM (D
TEE CROSS BOTTOM 13. SEE ALTERNATE DUCTILE IRON TAPPING SLEEVE TOP SECTION
I NO DATE ~i ter or ?nln©~re ~n~e~~FeeinR~ REVISION e°rnrwii cer e-~cl~~ •rner~~~'r ccrrc , ew~~n..~ ~w.a.ww..,..s ww.....ww..... ~n nQY~ DC1/1@lr1A! AIC1 1'Y0'f"C "C t~cnt+tnwt r .rte ~ 1'"'1
~vw~.rv vrvru~sl vvrruvnwvrvr~ vtnrrvr~~~aia ~71GGl. IMrr11YV ~74.,GCVG rU CONCRETE THRUST BLOCK DETAIL rutfLlV VVVI"tK,S t.UMMI~tiIUN ~ r~w.vrvava~ p/"~~/ F'UBLIG UiIUI~K~ GUMMf551UN VANE BOX
FAYETTEVILLE, N.G. ` 1 JAN 05 REVISED TABLE, NOTE 1 r FAYETTEVIE.LE, N.C, FAYETTEVILLE, N.C, C~ LL CL CL
DWG. NO. DWG. BY PWC , DWG. N0, DWG. BY PWC
WATER RESOURCES 2 SERT 05 REVISED TABU DWG. NO. DWG. BY PWC SHEET NO. SHEET NO. 10F 1 WATER RES®URCES WATER RESOURCES ~ SHEET N0.
ENGINEERING DEPARTMENT 10F 1 DATE; SEPT, 2G05 APPROVED BY J.E.G. DATE JAN. 01 2005 APPROVED BY J.E.G. EP .G, ENGINEERING DEPARTMENT 10F 1 ENGINEERING DEPARTMENT DATE JAN. 01, 2005 APPROVED BY J.E.G. FILENAME: SSTAPPlNG SLEEVE
FILE NAME: THRUSTBLOCK.DWG Erie name: VALVEBOX. VALVEBOX.DWG

n PAVIEMEN C I • 3 s 16 DIA. MAIN T ROADWAY 2 RINGS OF #3 REINFORCING
NOTES: DEFORMEp BAR AS SMOWN
W~ i l,; I I-II _..II~`I ~ ~III~I II~) I I-III-L-I I I.~ ICI l l~li~~l l l~l l--~ITi:~l~~l l~.l ll~i 1. 4 SDR-21 CONDUIT SHALL Blw PNSTALLED 6. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH z
' _ ~~-1 f ~Jl~,(!~1 ~ T(I l-l~l I I ~-T-1T_I~~-I I ~i 11=1I --I I x'111=1I i ~:I I I I~l! I WALLS AND TRENCH BOTTOM. BEDDING MATERIAL I~ ILL-LI1,;,III-111,;,~LI~;;llf~.llt-111~1~ i fhf~~ill~ll ~;ll~i IN CONJUNCTION WIWATER MAIN CONSTRUCTION ~`'-I I (--I I i-~J 11 =1_I~=f I ; AND SHALL BE LOCATED AS SHOWN !N THE WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY A q
:I I-~ ~ !~I I IV THE PROJECT REPRESENTATIVE AND ONLY i ~ 1 ~ ~ TI i -1I~•--~--~---UNDISTURBED SOIL ABOVE DETAIL UNLESS SHOWN OTHERWISE ON fl Ilt-°II! ~ J. WA1ER i;':
' :I I1-I I1-IT_IW • N 1, I- I I~- FOR THE AUTNORI~ED QUANTITY. ' ~ z THE PLAN/PROFILE. Ill ~IT~III o g =111~IT_I:
:I.i~-.J11=11.(= z ~ I--III-1i WHEN REQUIRED4 SDR 21 7. BEDDING MATERIAL SHALL BE PROPERLY RODDED i ~I I ~I ~ WI 11-1 I IW~ FIBER OPTIC CONDUIT W/6 WIDE 2. AL EX AVATI N SHA L C P Y WI . II I l w L C 0 S L OM L TH THE TERMS AND AND COMPACTED AROUND THE PIPE HAUNCHES. i
:I I U (~~I i- w 1=1 I = OLYETHYLENE TAPE MARKING TAPE CONDIT{OHS OF TH!* CONSTRUCTION STANDARDS FOR -1 I I~ ! I-I~ ~ + __W -1 I i~ TO BE INSTALLED A MINIMUM OF „
12"ABOVE CONDUI EXCAVATIONS iN OSHA SAFETY AND HEALTH REGULATIONS 8. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE I :ICI ~I I I~~I~I 1~111v11 i~.~.11.~111-111.-~ (SEE NOTE 1) FOR CONSTRUCTION , CHAPTER XV110F TITLE 29, CFR, PART OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE SHADED PORTION OF
-I ~I,---J I I,-J~ I I1-I I i-III-f I1=T- 1926. THE CONTRACTOR SMALL HAVE A COMPETENT PERSON CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL. COST ~~=IC=L~- - ON SITE AT ALL TIMES DURBNG EXCAVATION AND BACKFILLING. T T RING t5 FJCPOSED GROUND PLAN REMAfNDER IS BURIED NOTES:
-1~-11~~~1 =~~=1i~1~=11~~: 0 HE OWNER. THE ENGINEER MAY HAVE COMPACTION i .i~--~4--i I I- -1 I ICI I hi I ~ BACKFILL LIGHTLY T012" TEST PERFORMED AFTER THE BACKFILL IS COMPLETE. N.T.S. iv 9.1 P .
1TI=1TI=111. =....-_-I ~ ABOVE PIPE IN 6"LIFTS 95% 3. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN - - f CONTRACTOR SHALL BE REt~UIRED TO EXCAVATE TO :III ~i~"f i i I-~ I ~i l ICI I I CUTS IN PAVED ARIAS. TRENCH WIDT ~ ~ 1. CONCRETE PROTECTOR RING SHALL BE ~'1 N. REINFORCED 2500 P.S.I. PRECAST REINFORCED CONCRETE
~I T-I I I-~~( I I-~~~f I1~41 ~-l l t MAX DENSITY COHESIONLESS SOILS H SHALL BE MAINTAINED . 1 _ 1 o VARIOUS ELEVATIONS FOR DENSITY TESTING EXCAVATION, :I I ~T-1 I Imo( I~,I Ivl I I ~I I I--1 I 90 /o MAX DENSITY COHESIVE SOILS] AT THE MINIMUM PRACTICAL WIDTH. ~I~_-III-_J~.., , . -I I ICI I ICI! ICI! IW BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO ~ cowcRETE
~11~11--~ i ~ ~ f, . ~ ; : i l~l l I~l l l~l ( WATER MAIN MATERIAL SHALL. 4. TYPE 3 TRENCH CONDITIONS AND A MINIMUM OF 4' ADDITIONAL COSTS TO THE OWNER. ~i,~-~ ITS:- - f I~.I I I-I I I-- 4 . ' . a ~ = Z 2. VALVE BOX SMALL BE AT GRADE . ~ z _ PROTECTOR ® w _ ~ W N " ~ RING WIPROTECTOR RING EXTENDING Mw
~(I~II ICI II I. ~ ~ =1 BE AS SPECIFIED AND SHOWN OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT z ~IIi~III~I~I,:~ ~ . ~ . ~ --III~III~iII~ ON THE DRAWINGS. PIPE IS SPEGIFIEDAND 3.5' OF COVER iN ALL OTHER LOCATIONS - ~ 112" ABOVE GRADE
~L~I,I--~IL~II~:~III-I~~I. 111=III IJ~I,-III III>~Il I-III ~I. - I i~l I~ I I. ! I hI I I~{T~ ~=~~-~1 f~ 1= UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE. ~ : ; . SEE GATE VALVE AND BOX DETAI 3 L
CONTI UOU 12 GA. 4 M!N SUITABLE LOOSE i ~ Iii I--~-I I --i i I-~ i i ~~.I,- SOIL BEDDING FROM TRENCH 5. LOOSE SOIL OR SELECT MA1"I:RIAL IS DEFINED THIN WIRE TRACER ~I I I -I I f-lZl~l If-~ I~ l~--I I I
-T1=T~11=1 ~I I i~l =1I1= EXCAVATION (SEE NOTES 4 & 5) AS "NATIVE" SOIL EXCAVATED FROM THE TRENCH, WIRE REQUIRED FOR ..(~...~,1 I I--^~I II II f 1 I I IT~111~1 t i i I~11 I~~i VALVE BOX 4. VALVE BOX PROTECTOR RINGS 24 DIAi ~ ETER MIN.
ALL NONFERROUS FREE OF ROCKS, FOREIGN MATERIAL, AND UNDISTURBED SHALL BE INSTALLED AROUND VALVE B XINU P O N AVEDNON-TRAFFIC AREAS. 4 b
PIPE FR VE FROXEN EARTH, : ( OM VAL SOIL BOX TO VALVE BOX) SEC1 I )N A A AND SHALL NOT CREATE A HINDERANCE CUT AWAY VIEW TO MOWING OPERATIONS. b
i 1 N.T.S.
NO DATE REVISION
WA R MAIN BEDDING DETAIL PUBLIC WORKS COMMISSION TE NO DATE REVISION PUBLIC WORKS COMMISSION VALVE BOX PROTECTGI c RING SCALE
FAYETTEVILLE, N.C. AND CONDUIT FOR FIBER OPTIC f •aE FAYETTEVILLE, N.C. BOOK NO.
DWG. N0. DWG, BY PWC DWG. N0. DWG. BY PUVC
SHEET Na. WATER RESOURCES 10F 1 SHEET N0. WATER RESOURCES 10F 1 SHEET
R ENGINEERING DEPARTMENT I DATE JAN, 01, 2005 APP OVED BY J.E.G. DATE JAN. 01 2005 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 30 OF 30
FILE NAME: WATER BEDDING FILE NAME: CONC PROTECTOR RING.DUUG

Drawn by
Ben amin R. Lennon
NOTES 1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT NOTES: Checked David E Vaughn,PE,PLS
pRiVEWAY REMOVAL BEYOND CROSS SECTION AND SHAPE AS EXISTED PRI R T v ~ . 0 0 REMO ING PA T 1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT I L.I UIPMENT SED iN LIEU OF SAW CUTTING AND PAVEMENT 7. ANY TRENCHES OPENED FOR PAVING SHALL BE PAVED 1,ML NGEQ U CROSS SECTION AS EXISTED PRIOR TO REMOVING PAVEMENT. THE ,LL BE PAVED BY THE END OF THE Reviewed
APRON SMALL NOT BE THE STREET GROWN SHALL BE RESTORED. ADJUST PAVER AS ACCOMPLISHED WITHOUT ASPHALT DRIVE SHALL BE REMOVED IBS REQUIRED. PATGH PAVING MAY OCCUR PRIOR TO PULLING MANDREL DISPOSAL SHALL BE APPROVED BY THE ENGINEER. PAVEMENT REMOVAL AND SAME DAY. iF WEATHER CONDITIONS CHANGE OR EQUIP'. STREET GROWN SHALL BE RESTORED. ADJUST PAVER AS REQUIRED. , GE OR EQUIPMENT BREAKS DOWN, J. REITZEL,PE,PLS THE PAVING OPERATIONS O(;CURS, Date
APPROVAL FROM THE DIRECTED BY PROJECT COORDINATOR. THRU S5 PROVIDED DENSITY TEST OF TRENCH BACKFILL MEET THE MILLING OPERATIONS ARE LIMITED TO 3000 PER SEWER MAIN CREW AND OR At~Y OTHER OCCURRENCE THAT STOPS THE PAVING t PATCH PAVING MAY OCCUR PR#OR TO PULLING MANDREL THRU SS REQUIRE THE MILLINGS TO BE PLACED IN THE MILLED AREA AND COMPACTED ALL OPEN TRENCHES SHALL BE BACK FILLED BY THE ENC ) BY THE END OF THE DAY WITH 1-10-07
PROJECT COORDINATOR MIN, REMOVAL LIMIT SHALL BE POINT REQUIRED DENSITY AND ENGINEER APPROVES OF PATCHING STREET PRIOR TO MANDREL TEESTING SANITARY SEWER MAIN, MAXIMUM "PAYMENT"' WIDTH VARIES: PROVIDED DENSITY TEST OF TRENCH BACKFILL MEET THE , TO ACT AS A TEMPORARY SURFACE FOR TRAFFIC. THE MILLINGS SURFACE AGGREGATE BASE COURSE, AT THE CONTRACTOR S EXP'~ REQUIRED DENSITY ANp ENGINEER APPROVES OF PATGHING 4CCTOR'S EXPENSE.
WHERE DRIVEWAY APRON MEETS THE. STANDARD D VE WIDTH. 2. N T R 10' MAX. SANITARY SEWER MAIN (10' OR LES RTES: 3 OF 19,0 mm BITUMINOUS ALONG AN UNDISTURBED TRENCH SHALL BE MAINTAINED AS DIRECTED BY THE STREET PRIOR TO MANDREL TESTING SANITARY SEWER MAIN. IN (10 OR LESS) CONCRETE BASE COURSE ENGINEER, (NO SEPARATE PAYMENT} 8. THE CONTRACTOR SHALL PATCH PAVE SERVICE L,ATEA RVICE LATERALS ON THE
GO TRAC OR SHALL BE EQUIRED TO PROVIDE TRAFFIC CONTROL , AND DEVICES AS REQUIRED BY THE MUTCD OR N,C, SUPPLEMENT. 12 MAX. COVER 1 p IN DEPTH) 2 WHERE PATCH OF CURBING OCCURS CONTRACTOR SHALL MATCH SAME DAY THAT MAIN LINE TRENCHES ARE PAVED. LATE )AVER. LATERAL SHALL BE
WORK CAN NOT PROCEED UNTIL THE MEASURES ARE IN PLACE, 8' MAX. SANITARY SEWER LATERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT NEW 4' MAX. WATER MAIN AND LATERAL :RAL EXISTING CURB GRADES WITHIN 0.02 FEET. PATCHES THAT ARE 2. CONTRACTOR SHALL SAW CUT OR MILL ALL PAVEMENTS STRAIGHT AND TRUE PATCHED ON BOTH SIDES OF THE STREET AS PAVING PR+ iRAL TACKGQAT ALONG ABOVE THE CURB GRADE LINE WILL NOT BE ACCEPTABLE AND SHALL S PAVING PROGRESSES.
PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF DAMAGE {WIDTHS GREATER THAN MAX. WILL NOT BE PAID) PRIOR.. TQ TRENCHING. CONTRACTOR SHALL SAW GUT PATCH AREAS AGAIN IOT BE PAID) VERTICAL FACE BE REMOVED AND RE-PATCHED AT NO EXPENSE TO THE OWNER. 9, THE CON RAT L Ui I 1 IMMEDIATELY PRIOR TO PATCH PAVING. THE FINAL SAW CUT FOR PATCHES T C OR SHA L BE REQ RED TO MPLEMEN O IMPLEMENT PROPER TRAFFIC
35 .y..._.__~. UNTIL ASPHALT HAS SUFFICIENTLY GOOLEED TO PREVENT . , DAMAGE FROM SURFAGE DEFLECTIONS. ALL PAVEMENT CURB PATCH SHALL BE THE SAME SHAPE ffEMPLATE AS THE SHALL BE STRAIGHT WITH A NEAT SQUARE EDGE AND OF UNIFORM WIDTH PARALLEL CONTROL PROVISIONS AND ANY DEVICES REQUIRED TO i SQUIRED TO IDENTIFY OBSTRUCTIONS
REMOVE ALL BROKEN CRACKED ASPHALT ADJACENT TO THE . 3. CONTRACTOR SHALL SAWGUT EXIST. PAVEMENT STRAIGHT AND TRUE TRENCH PR! R T P T NG A KED EDGES (0.25 GaUsy.) EXISTING CURB. C F I OR HA7ARDS WITHIN THE RIGHT-0F WAY TO INCLUDE REI ME WITH #'HE EDGE 0 PAVEMENT/CURB L NE. NO JAGGED CUTS SHALL BE EXISTING 3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE TRAFFIC CONTROL ACCEPTED. ADDITIONAL WIDTHS REQUIRED SHALL BE AT THE CONTRACTORS EACH SERVICE LATERAL REFLECTIVE BARRELS ON RAISE INCLUDE REFLECTIVE CONES AT BLS ON RAISED MANHOLES, ETC. W z
0 0 A CHI PRIOR TO REMOVING ASPHALT FOR UTILITY INSTALLATION. IING AND DEVICES AS REQUIRED BY THE MUTCD OR N.C, SUPPLEMENT. ASPHALT EXPENSE,
ISTIN . ~ ~ ~ ~ . F.X G EXISTING DRIVE . 4. AFTER UTILITY IS INSTALLED AND TESTED AND THE ASPHALT TO REMAIN. WORK CAN NOT PROCEED UNTIL THE MEASURES ARE IN PLACE, 10. CONTRACT R HALL COMPLETE PA P EA H 0 S TCH AVING C 'AVING EACH 1800 LF INCREMENTAL 0
TO REMAIN. ~ EXCESS BASE MATERIAL REMOVED APPROX, 2 CONTRACTOR ( TO REMAIN. SECTION PRIOR TO MOVING TO A NEW 1800 FOOT SEGTIO 4. CONTRACTOR SHALL SAWCUT EXIST. PAVEMENT STRAIGHT AND TRUE 3. SANITARY SEWER MAINS AND LATERALS(0.10 DEPTH) SHALL BE PAID FOR BASED ON A FOOT SECTION. Z
~ ~ SHALL AGAIN SAWGUT EXISTING PAVEMENT STRAIGHT AND TRUE ~ IMMEDIATELY PRIOR TO PAVING AS NOTED ABOVE. . 10' AND 6' WIDE PATCH RESPECTIVELY. WATER MAIN AND LATERAL PATCHES SHALL BE PRIOR TO REMOVING ASPHALT FOR UTILITY INSTRLIATION. 11. AT NO TI T E N T . , ME SHALL H CO TRAC OR LEAVE UNATTED THE ENGINEER MAY APPROVE THE USE OF A MILLING MACHINE PAID FOR BASED ON A 4 WIDTH. SANITARY SEWER MAINS 10 DEPTH SHALL BE PAID WE UNATTENDED ANDIOR
I IMPROPERLY SECURE MAIN OR LATERAL TRENCHES WITF FOR REMOVAL OF THE EXISTING PAVEMENT WITHIN TRENCH LIMITS. BASED ON 12' WIDTH. ENCHES WITH A VERTICAL ELEVATION ,LT TO TRENCH SUB GRADE Z U. 0 U. V,o
UNDISTURBED ~~vi~~yr REPLACE REMOVED PAVEMENT WITH 5. lF PAVEMENT SETTLEMENT OCCURS WITHIN 1 YEAR, THE CONTRACTOR ti1 ` ~~II II I T. SOILII %1%~ .='`!-'I~~ I G !S APPROVED THE CONTRACTOR SHALL PLACE I?RQP EXCEEDING 1" FROM EXISTiNC~ ASPHALT TO TRENC ~ ti1~ fldi ~ ~ II WHERE MILL N I~I111.-ICI ihliii - I LED AREA O PR VfD A N UNATTENDED OR OVERNIGHT.
SOIL - 2" I-2 PHALT PAVEMENT SHALL REEPATGH AT NO ADDITIONAL EXPENSE TO THE OWNER, AS TYPE BASE II%. fllrl ~ I III III; f III ,III III full AND COMPACT MILLINGS !N M L T g E N l TERiM Irk I III ~~ptl ~~II-~ II III.- ;III it -1!! U- I I: II!i,,~ ..I it , ~ TRAFFIC SURFACE. MILLING WHERE APPROVED BY ENGINEER 4. CONTRACTOR SHALL SWEEP STREETS AND PROVIDE DUST CONTROL AT ALL Ii~l dfl~ I UN~~ ~'~JRBED
I~ III%~I STABILIZED AGGREGATE BASE 6. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE OPTION OF THE Illr~pq,~: L{III~~~I,I; Hill 11- II I.~ IfJi ,r , IS AN ALTERNATE TO CUTTING ASPHALT AND DISPOSING OFF-SITE. TIMES VIA WATER TRUCK, BROOMS, COMPACTORS, ETC. DEBRIS FROM SWEEPING 12. CONTRACTOR SHALL NOT HAVE GREATER THAN 3000 LI II%I~ II%~ IIIf.L IIIsS % III- R THAN 3000' OF STREET KCEED 1800 LF OF STREET
COURSE COMPACTED To 100~o MAX. DRY ENGINEER AND DEFICIENCIES SHALL BEE coRREGTED BY THE ~ I I--1 CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE ENGINEER III.-~~lll lil. DENSITY AS DETERMINED BY AA5HT0 1~! ili-~ l .-U -)I •L .L ~Q.- -1? UNPATCHED AT ANY TIME AND SHALL NOT EXCEED 1>~0 L i I-.~I).--~-.ills OPERATIONS SHALL NOT BE DIRECTED TOWARD YARDS AND SHALL BE REMOVED Illru III-. illf full%~ pl- T If~ IllrLigl-~ ill-I, 5, MILLING OPERATIONS SHALL BE LIMI ED TO 3000 FEET OF AND DISPOSED OFOFF-SITE. CLEAN UP OF DEBRIS, TRASH, EXCESS MATERIALS UNPATCHED PER SEWER GREW OR THE 3000' MAXIMUM F D' MAXIMUM PRIOR TO PATCHING Z ~ - F.
» AS M DIFIED BY NCDOT OR 3° MAY HAVE COMPACTION TEST PERFORMED AFTER THE BACKFILL IS . III.~IIII T 99 0 .-1111--rL' ~ III-~-~IIII-'~ IU.-~,- . Illf~llll--~ III.-I- DISTURBED ROADWAY WHERE MILLING IS APPROVED BY THE ETC, SHALL BE PERFORMED DAILY IN EACH PROJECT CONSTRUCTION AREA STREETS• CONTRACTOR SHALL PERFORM ALL TESTS AN IIIrr III-~ k ri, III-L ENGINEER. CONTRACTOR SHALL PATCH PAVE DISTURBED AREA PULL MANDREL PRIOR TO PATGHING OPERATIONS. &L TESTS AND SUCCESSFULLY c,,aW g~~
TYPE "H" BITUMINOUS CONCRETE BASE COMPLETE. CONTRACTOR SHALL BE: REQUIRtD TO EXCAVATE TO VARIOUS `II%LI~ ELEVATIONS FOR DENSITY TESTING EXCAVATION, E3AGKFILL AND Illf~ (NO SEPARATE PAYMENT). OF ROADWAY PRIOR TO DISTURBING ADDITIONAL ROADWAY. TiONS. W
COURSE. REGOMPAGTION SHALL BE PERFORMED AT NO ADDITIONAL COSTS TO THE I ASPHALT PATCH SHALL z Ca
TACKGOAT 0,25 Galls . OWNER, SC ~ EXTEND A MINIMUM OF 6 . T E MALL THE TRENCH BE LEFT UNATTENDED WIT 5. THE. DAY PRIOR TO PATCH PAVING OPERATIONS BEGIN THE CONTRACTOR MAY SOIL TYPE SUBBASE MATERIAL $ AT NO IM S H A ERTI AL DROP GREATER THAN 1 INCH FROM ASPHALT BE ALLOWED T0: COMPACTED T0100°~ MAX. DRY V C W< I
ALL PAVEMENT EDGES 7, AT NQ TIME SHALL THE TRENCH BE LEFT UNATTENDED WITH A CC ONTO UNDISTURBED BASE VERTICAL DROP GREATER THAN 1 INCH FROM ASPHALT DE DENSITY ASTM D69$ iN 8"" MAX. SURFACE TO TOP OF BACKFILLED TRENCH. A. REMOVE SOIL IN PATCH AREA TO SUB GRADE ON THE MAIN LINE TRENCH Q CJ) C/)
AWCUT ASPH. EDGES STRAIGHT AND TRUE APPROX. 2"DEEP LO S SURFAGE; TO TOP OF BAGKFILLED TRENCH. CONTRACTOR IMMEDIATELY PRIOR TO PATCHING. JAGGED SAWCUTS 4HALL ~ EXISTING BASE IN CITY LOOSE LIFTS. 7. IF PAVEMENT SETTLEMENT OCCURS WITHIN 1 YEAR, CONTRACTOR ON ANY CUL~DE-SAC'S LESS THAN 300 FEET IN LENGTH. Lu W/ W
SHALL INSURE RESIDENT S HAVE CONTINUOUS ACCESS TO SUBDIVISION STREETS 15 NOT BE ACCEPTABLE, STRAIGHT UNIFORM WIDTHS PARALLEL TO DRIVEWAYS AT ALL TIMES. SHALL REPATGH AT NO ADDITIONAL EXPENSE TO THE OWNER. LAST 3' OF FILL BELOW SUBBASE B. THE MAIN LINE TRENCH AND SEWER LATERALS ON THROUGH STREETS MAY ii.,
UIRED. THE FINAL. PRODUCT USUALLY 9"SAND CLAY. THE EDGE OI= PAV'T OR CURB RRE REQ GC SHALL BE SUBJECT TO THE ENG{VEERS APPROVAL. g, THE MAXIMUM AMOUNT OF DRIVEWAY PATGH TO BE PAID FOR IS COMPACTED TO 98~a MAX. DRY g, TEST FOR DENSITY QF COMPACTION MAY BE MADE AT THE BE GUT DOWN TO SUB GRADE ON ONE SIDE pF THE STREET ONLY.
DE INDICATED ON THE PLANS FOR EACH DRIVEWAY OR PAVEMENT SE' DENSITY IN MAX, 8" LOOSE LIFTS OpTIQN OF THE ENGINEER AND DEFICIENCIES SHALL BE SEE APPLICABLE TRENCH DETAIL 6. THE MORNING THAT PAVING OPERATIONS BEGIN, THE CONTRACTOR MAY > ~z z
LAST 3' OF FILL BELOW SUBGRADE OF STONE SHALL AREA, NO OVERAGE ALLOWED. FO CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST FOR COMPACTION OF REMAINING REMOVE THE REMAINING SOIL FROM THE MAIN LINE TRENCHES AND THE T H TO THE OWNER. THE ENGINEER MAY HAVE COMPACTION W W
BE COMPACTED TO 9Et4~a MAX. DRY DENSITY IN MAX, TR LOOSE L11= T5. SEE: APPLICABLE TRENCH DETAIL 9, UNDER NO GIRCUM5TANCES SHALL THE DISTURBED AREA RENG LATERALS TO SUB GRADE ON THE OTHER SIDE OF THE STREET. REMOVAL TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
EXTEND BEYOND THE RIGHT OF WAY AND OR THE EASEMENT FQR COMPACTION OF REMAINING TRENCH. LIMITS. CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO SHALL NOT EXCEED THE DAILY PATCH PAVING PRODUCTION.
VARIOUS ELEVATIONS FOR DENSITY TESTING, EXCAVATION, BACKFILL AND RECOMPACTION SMALL BE PERFORMED AT NO W W
ADDITIONAL COSTS TO THE OWNER.
NO DATE REVISION ~s,a mm PAVEMENT PATCH N0. DATE REVISION NO DATE 0.. 'E REVISION
ASPHAt,T DRIVEWAY/ PARKING I.C?T PATCH PUBLIC WORKS COMIMISSION PU FAYETTEVIL.LE N.C. s (STREETS Tl7 BE pVERLAID BY aTHERS) PUBLIC WORKS COMMISSION PUBLIC Wt7RKS C4MMISSIf~N GENERAL PAVEMENT REPAIR NOTES FAYETTEVILLE, N.C. FAYETTEVILLE, N.C.
1 1(07 CHANGED A PHALT MIX S
DWG. N0. DWG. BY PWC ~ DWG. NO. DWG. BY PWG HE T N ~ WATER RES4URt~,ES SHEET N0. 5 E 0 DWG. NO. DWG. BY PWC WATER RESOURCES SHEET NQ. WATER RESQURCES
10F1 10F1 .a ENGINEERING DEPARTMENT A EP DATE JAN 01, 2002 APPROVED BY T,S.S. D TE JAN 01, 2007 APPROVED BY J.E.G, Y,G, ENGINEERING DEPARTMENT 1 OF 1 TE 1 APPR D B ENGINEERING DEPARTMENT DA JAN 0 , 2002 OVE Y T.S.S.
a
D:WGADIPWCDETAiLSWSPM DRIVE PATCH.DWG FILE IdAME:19.0 mm PATCM.DWG D:WCADiPWCDETAILSIPAVEN .TAILSIPAVEMENT REPAIR NOTES.DWG
m
NOTES I SAWCUT ASPH. EDGES STRAIGHT AND TRUE APPROX. 2 DEEP ~ y~..
IMMEDIATELY PRIOR TO PATCHING. JAGGED SAWCUTS SHALL a ~ ~ ° 1. CONTRACTOR SHALL PATCH PAVEMENT TO THE SAME PAVEMENT o~ ~ ~ ~ NOT E3E ACCEPTABLE:,. STRAIGHT UNIFORM WIDTHS PARALLEL TO za ~ ~ o ~ ~ TABLE VI-3 SUGGESTED ADVANCE N ~ ~ w o , Q ~ ~i..'~' ~ DISTAh ADVANCE WARNING SIGN SPACING DISTANCE BETWEEN SIGNS
THE EDGE OF PAV"T OR CURB ARE REQUIRED, THE FINAL PRODU(:T GR05S SECTION AS EXISTED PRIOR TO REMOVING PAVEMENT. THE ~ c ~ ~ STREET GROWN SHALL BE RESTORED. ADJUST PAVER AS REQUIRED, ~ 70 „ ° m > c o ~ Q o ROAD TYPE ni c'7 a~ p A A B C
SHALL BE SUBJECT TO THE ENGINEERS APPROVAL. ~ _ m ~ cr PATCH PAVING MAY OCCUR PRIOR TO PULLING MANDREL THRU SS I n n o ~ I A B ~ CHANNELIZING URBAN LOW-SPEED 20C 200 200 200
MAXIMUM "PAYMENT' WIDTH VARIES: 10' MAX. SANITARY SEWER MAIN 10' OR LESS PROVIDED DENSITY TEST OF TRENGW BACKFILL MEET THE + REQUIRED DENSITY AND ENGINEER APPROVES OF PATCHING SIGN 4a DEVICE URBAN HIGH SPEED 35C RURAL 50C "I (TYP} 350 360 350 500 500 500
12 MAX. SANITARY SEWER MAIN OVER 10 iN EPTH) + STREET PRIOR TO MANDREL TESTING SANITARY SEWER MAIN. 6 MAX. SANITARY SEWER LATERAL EXPRESSWAYIFREEWAY 1,000 NAY 1,000 1600 2,600 Q
4' MAX. WATER MAIN AND LATERAL 2. WHERE PATGH OF CURBING OCCURS CONTRACTOR SMALL MATCH _
(WDTHS GREATER THAN MAX. WILL NOT BE PAID) EXISTING 1 ASPHALT EXISTING CURB GRADES WITHIN 0.02 FEET. PATCHES THAT ARE ` ~ WORK SPACE
1 TING TO REMAIN. ABOVE THE CURB GRADE LINE WILL NOT BE ACCE:PTAE3LE AND SHALL F.X S ASPHALT BE: REMOVED AND REPATCMED AT NO EcXPENSE TO THE OWNER. I TYPE III fE Ili I ~ °
' TO REMAIN. : CURB PATCH SHALL BE THE SAME SHAPE/fEMPLATE AS THE ~ 2" MIN. 9.5 mm BITUMiNO 5.:;~::::::::;~,: BARRICADE; EXISTING CURB. ~ iRICADE y
.::.CONCRETE SURFACE ~ B A s (TYPICAL) RSE SEE NOTES.:::::::::. . PICAL) $ a ~ o l A!IlS7FtEE7 ~ ~m ~ F`~
3. CONTRACTOR SHALL BE REQUIRED TO PROVIDE TRAFFIC CONTROL ~ AND DEVICES AS REQUIRED BY THE MUTCD OR N.C. SUPPLEMENT. ~ i ~ ~ ~ ~ i . MAIN STREET ~ av M r' a~rou~ ~ C B A d
- WORK CAN NOT PROCEED UNTIL THE MEASURES ARE IN PLACE. R ~ ~ ; EXIST,- ~TACKCOA (0.25Ga1lsy.) aao« ~bETOURv~~~ CONTRACTOR SHALL BE RESPON516LE TO PROTECT NEW a~~,~~ E ~ ~ csti z
~~BASE ALL PAVEMENT EDGES i PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF DAMAGE ~ ~ ~i~'" Iil I ~ o ~ NOTES: ~ " o ? 3~ m ~ o ~ ~i PQfi~`
UNTIL ASPHALT S SUFFICIENTLY COOLED TOPREVENT . ,-r DAMAGE FROM SURFACE:. DEFLECTIONS. ? Q~ Q.~p ,aftrpP ~i` yy~ry~r~~~t A WWI
I UNDISTURBED 2 . ~ i SOIL 4. CONTRACTOR SHALL SAWCUT EXIST. PAVEMENT STRAIGHT AND TRUE I 1. DISPLAY SIMILAR SIGNS AND DEVICES FOR THE OPPOSITE ? Q~` 3 r' ~ ~x ° Y o MOVEMENT. , n ©m. •C~
6"MIN. , ~ ~ , PRIOR TO REMOVING ASPHALT FOR UTyLlITY INSTALLATION. ~ ~3x ~
~ . ~ i THE ENGINEER MAY APPROVE THE USE OF A MILLING MACHINE ~ . FOR REMOVAL OF THE: EXIS ING PAVEMENT WITHIN TRENCH LIMITS. w ~ ~ E THIS PLAN FOR CITY STREETS, 2, US NOTES: e QO Of w r v SE
LAST 3 OF FILL BELOW WWE;REE MILLING IS APPROVED THE: CONTRACTOR SHALL PLACE ~ STONE SHALL ~ ° SUBGRADE OF N IN MI ED ano.~~a I N a~al~o Y 3. THE USE OF A STREET NAME SIGN MOUNTED WITH THE M4-$ i~: ~s I ~ 1. FLOODLIGHTS SHOULD BE PROVIDED TO MARK FLAGGER 031 1 a
u AND COMPACT MILLI G5 LL AREA TO PROVIDE AN INTERIM Z .:Ili BE COMPACTED TO 98 /o MAX. TRAFF C URFACE. MILLING WHERE APPROVED 1 row 5 ° I S BY ENGINEER ~;3ats ~ r DETOUR SIGN IS OPTIONAL. WHEN USED, THE STREET NAME ~ STATIONS AT NIGHT AS NEEDED.
DRY DENSITY IN MAX. 8 LOOSE: I LT RNATE TO CUTTING ASPHALT AND S AN A E DISPOSING OFF-SITE. ~ . ~ ~ ~ ~ ~ ~ ~ LIFTS. ! PLATE IS PLACED ABOVE THE DETOUR SIGN. THE PLATE o 6~ SHALL HAVE BLACK ON DIAMOND GRADE ORANGE LEGEND. ~
I 5. AFTER UTILITY IS INSTALLED AND TESTED AND THE 2, FOR LOW VOLUME APPLICATIONS, A SINGLE FLAGGER MAY o o'
EKCESS BA E MATERIAL REMOVED APPROX. „ STABILIZED AGGREGATE E3ASE S { 2) CONTRACTOR ~ BE ADEQUATE. WHERE ONE FLAGGER GAN BE USED, SUCH AS 4. AN MM9 DETOUR SIGN WITH AN ADVANCE TURN ARROW FOR SHORT WORK AREAS ON STRA#GHT ROADWAYS, THE SIGN
COURSE COMPACTED T0100% MAX, DRY SHALL AGAIN SAWCUT FJ(ISTING PAVEMENT STRAIGHT AND TRUE - SEE APPLICABLE. TRENCH IMMEDIATELY PRlt7R TO PAVING AS NOTED ABOVE. - ~ - - ~ MAYBE USED IN ADVANCE OF A TURN. ON MULTILANE FLAGGER MUST BE VISIBLE TO APPROACHING TRAFFIC FROM STREETS SUCH SIGNS SMALL BE USED. (nP) Q~
DENSITY AS DETERMINED BY AASHTO DETAIL FOR COMPACTION T»99 AS MODIFIED BY NCDOT OR 3 6. MILLING OPERATIONS SHALL BEE LIMITED TO 3000 FEET QF i BOTH DIRECTIONS. ~
OF REMAINING TRENCH 19.0 mm BITUMINOUS CONCRETE BASE DISTURBED ROADWAY WHERE MILLING IS APPROVED BY THE F , 5. FLASHING WARNING LIGHTS AND14R FLAGS MAYBE USED F 3, GHANNEL1ZiNG DEVICES ARE TO BE EXTENDED TC6 A POINT TO CALL ATTENTION TO THE ADVANCED WARNING SIGNS.
R ENGINEER. CONTRACTOR SHALL PATGH PAVE DISTURBED AREA COU SE OF R ADWAY PRIOR TO D15TURBIN A DIT O. G D ZONAL ROADWAY. °m z WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. ~ I
T E AT TIME SHALL THE TREN H BE LEFT 10, TEST FOR DENSITY OF COMPACTION MAY BE MADE A TH NO G UNATTENDED WITH c 6. WARNING LIGHTS MAYBE USED ON TYPE III BARRICADES. ~ m 4. THE ROAD WORK AHEAD AND THE END ROADWORK SIGNS
LL BE A VERTICAL DROP GREATER THAN 1 INCH FROM ASPHALT OPTION OF THE ENGINEER AND DEFICIENCIES SHA MAY BE OMITTED FOR SHORT DURATION OPERATIONS. 7. M49 DETOUR SIGNS MAYBE LOCATED ON THE FAR SIDE OF 4-0
RFACE TO TOP OF BACKFILLED TRENCH. CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST 5U TABLE VI-3 SUGGESTED ADVANCE WARNING SIGN SPACING ICING THE INTERSECTIONS. 5. FLASIiiNG WARNING LIGHTS AND10R FLAGS MAY BE USED o 00
T TH WNER, THE ENGINEER MAY HAVE COMPACTION 0 E O DISTANCE BETWEEN SIGNS IF PAVEMENT SETTLEMENT OCCURS WITHIN 1 YEAR, THE CONTRACTOR ROAD TYPE TEST PERFORMED AFTER THE BACKFILL iS COMPLETE. A B G 'NS TO CALL. ATTENTION TO THE ADVANCED WARNING SIGNS. 8. THIS STANDARD DERIVED FROM PART VI OF THE MUTCD 4
T SHALL REPATCH AT NO ADDITIONAL EXPENSE TO THEE OWNER. CONTRACTOR SHALL BE REQUIRED TO FJCGAVA E TO URBAN LOW-SPEED 200 200 200 0 ,(STANDARDS AND GUIDES FOR STREET AND HIGHWAY 6, THIS STANDARD DERIVED FRAM PART V{ OF THE
VATI VARIOUS ELEVATIONS FOR DENSITY TESTING EXGA ON, 9. NCDOT WILL REEQUIRE FULL DEPTH ASPHALT PATCH TO MATGM URBAN HIGH SPEED 350 950 350 BACKFILL AND RECOMPACTION SMALL BE PERFORMED AT NO EXISTING ASPHALT THICKNESS ON STATE MAINTAINED ROADS. RURAL 500 500 500 0 CONSTRUCTION, MAINTENANCE,UTILITY, AND INCIDENT MUTGD,~STANDARDS AND GUIDES FOR STREET AND MiGHWAY 0 MANAGEMENT OPERATIONS) ISSUED APRIL 1995. cc x CF)
T R. NCDOT REQUtRES PATCH PAVING SAME DAY AS REMOVAL. ADDITIONAL COSTS TO ME OWNE EXPRESSWAYIFRE;E»WAY 1000 1,600 2 800 0 ~ CONSTRUCTION, MAINTENANCE, UTILITY AND INCIDENT ao 4)
MANAGEMENT OPERATIONS)15SUED APRIL 1995.
P BI.IC WORKS COMMISSION "v u~' ~ REVISIQN FIGUR TA-2® P U E U P I No LATE REVISION W PUBLIC WORKS COMMISSION UBL C WORKS COMMISSION FIGURE TA 10 c REVrslvrv U-) ~
PERMANENT PAVEMENT PATCH FAYETTEVIL~.E N.C. 1 1107 CHANGEDASPHALT MIX DETOUR FOR CLOSED STREET FAYET'fEVILLE N.C. FAYETTEVILLE, N.C. LANE CLOSURE ONE LANE TWO WAY TRAFFIC
L.L Q. I\PWCDETAILSIDETIUR ROAD CLOSED.DWG
DW.N Y DWG. N0. DWG. BY PWC G O DWG B PWC SHEET NQ, WATER RESOURCES sHEET Na. DWG. N0. DWG. BY PWC WATER RESOURCES SHEET Na. ~ WATER RESOURCES
10F 1 ~ Q~ 1 ENGINEERING DEPARTMENT N EP DATE JAN, 01, 2007 APPROVED BY J,E.G. JA 01, 2002 APPROVED BY ENGINEERING DEPARTMENT 1 aF 1 ENGINEERING DEPARTMENT DATE JAN 01,2002 APPROVED BY
D;WCADIPWCDETAIL5IPERMANENT PATCH.DWG D;tAGAD1PWCDETAILSiDETIUR ROAD CLOSEp.DWG D;WCADtPWGDETAILI
i
NOTES
1. C NTRA T T DRIVEWAY REMOVAL CONCRETE DRIVE SHALL BE 0 C OR SHALL PATCH PAVEMENT O THE SAME 6 D THE SAME PAV'T. 5.TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
CROSS SECTION AND SHAPE AS EXISTED PRIOR TQ REI } BEYOND APRON SHALL REMOVED AS DIRECTED BY PROJECT PRIOR TO REMOVING OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE Z
NOT BE ACGOMPLISHE COORDINATOR. MIN, REMOVAL LIMIT PAVEMENT, PATCH PAVING MAY OCCUR PR14R TO PUL1 MANDREL THRU SS PROVIDED DENSITY TEST OF TRENt R14R TO PULLING CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST :ST OF TRENCH TO TWE OWN ER. THE ENGINEER MAY HAVE COMPACTION
WITHOUT APPROVAL FR M SHALL BE POINT WHERE DRIVEWAY BACKFILL MEET' THE REQUIRED DENSITY AND ENGINEEI THE PROJECT APRON MEETS THE STANDARD DRIVE 1ND ENGINEER TEST PERFORMED AFTER THE BACKFILL IS COMPLETE. BE MAINTAINED AT ALL TIMES
APPROVES OF PATCHING PRIOR TO MANDREL TESTING COORDINATOR WIDTH, 1/~" EXPANSION SANITARY SEWER MAIN OR PRESSURE TESTING WATEF REL TESTING 1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR WORK ZONE 4. MINIMUM ONE WAY TRAFFIC SHALL BE MAINTAlI~ CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO 0 STING WATER TRAFFIC CONTROL TO MR. RUSTY THOMPSON (CITY TRAFFIC SERVICES DEPARTMENT] FOR UNLESS ROAD CLOSURE IS APPROVED BY CITY F :D BY CITY OF FAYETTEVILLE' TRAFFIC
JOINT MAINS ANDIQR FORCE MAINS. VARIOUS ELEVATIONS FOR DENSITY TESTING. EXGAVATIQN, SERVICES DEPARTMENT IN WRITING 5 BAYS IN AC CITY STREE~T$ AND 70 MR. GARY BURTON FOR NCDOT STREETS. BACKFILL AND RECOMPAGTION SHALL BE PERFORMED AT NO AN PR VED DETOUR PLAN PREPARI 5 DAYS IN ADVANCE OF ROAD
2. CONTRACT T OR SHALL BE REQ D. 0 PROVIDE TRAFFIC C CONTRACTOR SHALL NOT PLACE ANY TRAFFIC CONTROL DEVICES WITHOUT CLOSURE. AP 0 ADDil`IONAL COSTS TO THE OWNER. SHALL BE REQUIRED AND THE MEASURES INSTALI DE TRAFFIC CONTROL r HAVING APPROVAL FROM APPLICABLE TRANSPORTATION DEPARTMENT LAN PREPARED BY THE CONTRACTOR Iii )RES INSTALLED PRIOR TO CLOSURE.
AND DEVICES AS REQ'D. BY THE MUTCD OR N.C, SUPPLI R N.C, SUPPLEMENT. 6. THE MAXIMUM AMOUNT OF DRIVEWAY PATCH TO BE PAIp FOR IS EITHER NCDOT OR THE CITY OF FAYETTEVILLE,
1/4 EXPANSI N WORK CAN NOT PROCEED UNTIL THE MEASURES ARE it JOINT CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT NE SURFS ARE IN PLACE. INgtCATEq ON THE PLANS FOR EACM gRiVEWAY OR CONCRETE 5. CONTRACTOR SHALL COORDINATEINOTiFY TRAI i PROTECT NEW PAVEMENT AREA, NO OVERAGE ALLOWED. 2. CONTt'ZACTOR SHALL INSURE ACCESS TO ALL PROPERTIES BY PROPERTY (BEFORE 4:p0 P.M.) AS TO WHICH STREETS WILL Bi ]NOTIFY TRAFFIC SERVICES DAILY ,EFTS WILL BE UNDER CONSTRUCTION
PAVEMENT FROM TRAFFIC AND OTHER SOURCES OF D~ • - 3000 PSI REINF, CONCRETE SAME UNTIL PAVEMENT NA5 SUFFICIENTLY CURED TO PREVE )URGES OF DAMAGE OWNERS AT ALL TIMES. IMPEDING TRAFFIC FLOW THE FOLLOWING DAY. ED TO PREVENT UNDER NO CIRCUMSTANCES SMALL THE DISTURBED AREA WING DAY. wait
FINISH AS EXISTING DRIVEWAY . DAMAGE FROM SURFACE DEFLECTIONS. ~ WITH WWM REINFORCING. EXTEND BEYOND THE RIGHT OF WAY AND OR THE EASEMENT 3. CONTRACTOR SMALL NOTIFY MR. RUSTY TMOMPSON CITY ENGINEERING OFFICE ONE WEEK IN 6. THE CONTRACTOR SMALL NOT IMPEDE TRAFFIC EDE TRAFFIC AT ANY TIME UNTIL, THE N
EXISTING b CONTRACTOR SHALL PLACE DRIVE . 3, AT NQ TIME SHALL TWE TRENCH BE LEFT UNATTENDED b LIMITS. - ADVANCE OF ANY ROAD CLOSINGS AND COORDINATE ALL ROAD APPROVED TRAFFIC CONTROL DEVICES ARE IN PL INATTENDED WITH A .ES ARE IN PLACE.
INCIDENTAL STONE 4 THICKNESS TO REMAIN. VERTICAL DROP GREATER THAN 1 INCH FRAM ASpHALI CLOSINGSIUTILITYZNTERRUPTIONS WITH PROPERTY OWNERS AFFECTED 48 IOM ASPHALT I 7. ALL TRAFFIC CONTROL MEASURES, DEVICES, iN HOURS PRIOR TD CLOSINGIINTERRUPT NG SERVICES. , DEVICES, INSTALLATION, METHODS,
. ~ ~ IN DISTURBED AREA AND SURFACE TQ TOP OF BACKFILLED TRENCH. CONTRACT . MAINTAIN UNTIL DRIVEWAY IS I. CONTRACTOR SEQUENCING AND PLANS SMALL BE fN STRICT AC( N STRICT ACCORDANCE WITH MANUAL
SHALL INSURE RESIDENTS NAVE CQNTINUOUS ACCESS „ , . PATCHED, ~ DRIVEWAYS AT ALL TIMES. IOUS ACCESS TO OF UNIFORM TRAFFIC CONTROL DEVICES AND SUI NCDOT AND/OR CITY OF FAYETTEVILLE TRAFFIC S ICES AND SUPPLEMENTS SUCH AS '~.E TRAFFIC SERVICES.
SAWCUT CONC, DRIVE STRAIGHT AND TRUE UNDISTURBED IF PAVEMENT SETTLEMENT AND OR CRACKING OCCUR: KING OCCURS
SOIL ~ UTTLI~ING A MEANS TO INSURE A STRAIGHT CUT IS OBTAINED, JAGGED SAWCUTS SHALL WITHIN 1 YEAR, THE CONTRACTOR SHALL REPATCH AS REPATCM AS
DIRECTED BY THE ENGINEER AT NO ADDITIONAL EXPEL NOT BE ACCEPTABLE, SAWCUT SHALL BE THE OWNER. 'ZONAL EXPENSE TO a n I a 0*
STRAIGHT UNIFORM WIDTHS PERPENDICULAR T TO HE DRIVEWAY,
' H T F " APRON S ALL RANSITION ROM 7
THICKNESS TO 5", THICKNESS AT ANGLE
POINT, (MIN, APRON LENGTH IS 3.5') RESIDENTIAL. CONCRETE DRIVEWAY PATCH Pl, NO DATE REVISION NO DATE ;H PUBLIC WORKS COMMISSION PUBLIC WORKS COMMISSION REVISION SCALE 1'=--W HORI. 1 "=5' VERT.
LAST 3' OF FILL BELOW SUBGRADE SHALL TRAFFIC CONTROL NOTES FAYET~`EVILLE, N.C. FAYETTEVILLE N.G. BOOK NO.
BE COMPACTED TO 98% MAX, RY DENSITY D • IN MAX. 8" LOOSE LIFTS. SEE APPLICABLE
DWG. NQ. ~ DWG. BY PWC r TRENCH DETAIL FOR COMPACTION OF SHEET NO. DWG. N0. DWG. BY PWC WATER RESOURCES WATER RESOURCES sMEET No. SHEET
REMAINING TRENCH, 10F 1 ' DATE JAN 01 2002 APPROVED BY T.S.S. EI ENGINEERII`'IG DEPARTMENT 1 OF 1 ENGINEERING DEPARTMENT S S DATE JAN 01, 2002 APPROVED BY T.S.S. 29 OF 30
D:IACADtPWCDETA1LStCONC DRIVE PATCH.DWG D:tACAptPWCDETA1LStTRAFFl1 f AILS\TRAFFIC CONTROL NOTES.DWG
- -

M'.:'
Drawn by Ben'amin R. Lennon
TAPPING SADDLE WITH STRAP 5' MIN. SINGLE WfDE AND ALIGNMENTI• FLANGE. NOTES; Checked
STAINLESS SEE NOTES #8,9 „ BORE SIZING CHART * 1. INSTALLATION SHALL BE DRY SORE AND JAC ORE AND JACKING OF David E Vaughn,PE,PLS
STEEL STRAP EXTEND STACK 18 MEN. ABOVE GRADE WITH GLUE CAP FOR SEAL EACH END OF CASING SMOOTH WALL STEEL PIPE. JETTING OR WE CARRIER PIPE MIN. ROADWAYS RAILROADS SMALL NOT BE ALLOWED. WITH SOLID CONCRETE BRICK SIZE CASING SIZE MIN. WALL THIGKNESS MIN. WAIL THICKNESS TTING OR WET BORING WIT14 WATER Reviewed J. REITZEL,PE,PLS
TESTING, AFTER TEST ARE 1 ` 5 ,p, ACCEPTED ADJUST STACK TO TYP. Z AND 1:3 MORTAR 12"MINIMUM „ „ „ „ 2. SEE BORE SIZING CHART FOR CARRIER PIPE 8 16 0.25 0.281 STEEL CA LNG 51ZE MIN. D1A. AND WALL THI :ARRIER PIPE SIZE AND pate
t ) „ PROPER GRADE AND INSTALL FLOW 4 N T P LENGTH. „ „ S r 12 24 0.25 0.375 kND WALL THICKNESS. 1-10-07
DERMA ENT CLEANOU CA . INLET ASSEMBLY ~ „ „ ~ „ 3. CASING PIPE SHALT BE IN ACCORDANCE WIl 16" 24 4.25 0.375 )RDANCE WITH ASTM A•53, GRADE B 3TH OF 35,000 PSI,
w CARBON STE a SHALL BE PL ~---VARIES O CARBON STEEL CARRIER PIPE BRACE „ „ „ WITH A MINIMUM YIELD STRENGTH OF 35,00+ f y 18 30 0.312 0.469 SHALL BE PLACED 3 PRIOR TO AND 3 „ , „ „ 4. EACH END OF ENCASEMENT TO BE PLUGGEI I BE PLUGGED WITH BRICK. ALL. VOIDS ~ ~
PVC SDR 26 TIE WYE OR Di ~ ~ 2~> ~ AFTER EACH 24 3ti 0.375 0.531 AFTER EACH JOINT OF DUCTILE IRON „ OUTSIDE THE CASING PIPE SMALL BE COMPd 3q' 42' 0.500 0.625 &L BE COMPLETELY FILLED WITH 1:3 ~ "e j
v N, a sEE NOTE # 9 r CARRIER PIP CARRIER PIPE. (SEE DETAIL BORE UNDE PORTLAND CEMENT GROUT AT SUFFICIENT I 36 48 0.50Q" 0.$88 SUFFICIENT PRESSURE TO ,INSURE I
ROADWAY !f CAP SHALL HAVE z ~ PE F R COVER NON TRAFFIC ~ S CI IC E ROADWAYSlRAILROAD5 SHT 2 OF 2 FOR NO SETTLEMENT OF ROADWAY! RAILROAD. SPECIFIC REQUIREMENTS SNAIL BE APPROVED BY THE ENGINEER PRI / RAILROAD. METHOD OF GROUTING NGINEER PRIOR TO BEGINNING BORE >
TEE WYE caNNECTION AREAS AND SHALL BE ` RISER SHALL BE SDR 26 PVC ET AT GRADE IN PAVED ~ ~ CONTRACTOR MAY SUBSTITUTE A LARGER SIZE CASING PIPE HAVING THE CONSTRUCTION.
aPT#aNAL - ~ I TAPPING SADDLE EXCEPT IT SHALL BE D.I. IF THE AREAS M MIN. WALL THIGKNESS SHOWN FOR SEWER MAINS. ALI ADDITIONAL COSTS 5° THE BORE SHALL BE ACCOMPLISHED BEFOR SHALL BE INCLUDED IN THE UNIT PRICE BID FOR BORING AND JACKING. u (SHED BEFORE PIPE W
aPT#aNAL LATERAL ITSELF Is DUCTILE IRON PERMANENT ASS'Y STEEL CASING SIZED AS INDIA SEE CLEANOUT CAP ASS'Y CONSTRUCTION BEGINS. THE MAXIMUM TOI it I VARIAT F I T ELEVATI ZED AS INDICATED F ANY, IN ION 0 NVER ON MAXIMUM TOLERANCE, T ELEVATIONS BETWEEN ENDS
ON THE O E SI I CHART. ~ OF CASING AND CARRIER PIPE IS SHOWN 0 RING CHART. IS SHOWN ON THE PLAN PROFILE FOR
i GLUE CAP OR MJ PLUG EACH SPECIFIC BORE LOCATION AND STATi( BRACE LINER SHALL BE N AND STATION.
FOR AIR TESTING TO i „ FASTEN BRACE TOPIPE W/ „ PVC THICKNESS .090 MIN. HEAVY DUTY STUD5 NUTS 8. THE BORING SHALL BE PERFORMED FROM i tMED FROM "UPHILL" TO "DOWNHILL" "mom"
STONI: SHALL BE 11~,n REMAIN) CARRIER PIPE SHALL BE E 0~~ EXTENDED TO B D g1. ~ q EXTEND SS TO RiW OR ' DIRECTION MAINTAINING THE CRITICAL UPHI AND WASHERS. IF APPR VED BY THE ENGINEER GRADE AD, „ 0 , :RITICAL UPHILL ELEVATION z R, GRADE ADJUSTMENTS DOWNHILL
LATERAL CONNECTION M~~' 00 S'I CL 50 DUCTILE IRON R~ pt1- ~ P'E E"~ PROPERTY LINE (DI OR WITH PROPER RUNNERS SHALL BE MIN. 2 WIDE TO COMPENSATE FORAM INVERT ELEVATIOI RT ELEVATION VARIANCE SHALL 0 m)
FROM UNDISTURBED SOIL ~0 ~,N - PVC, DEPENDING ON EXTERIOR AND BE CONSTRUCTED AT NO ADDITIONAL COST noNAL COSTS TO THE OWNER.
SE ----i I I-~--~ - LATERAL MATER1ALj INTERfOR COATINGS 7 TH IN P RATI N E BQR G O E 0 SHALL BE GONDUC EACH SECTION OF - BE CONDUCTED IN A
Pvc SDR28 a MANNER THAT THE FLOW OF TRAFFIC IS NO" ENCASEMENT PIPE SNAIL OR IN such A MANNER so As NOT T©cREA~ 2AFFIC IS NOT IMPEDED W IOT TO CREATE A HAZARD. o"
- PIECE GASKETED ~ 1- - COMPLETELY FILL COMBINATION OR VOID OUTSIDE OF BEBUTT-WELDED TO THE ADJACENT CASING PIPE 8. IF AN OBSTRUCTION IS ENCOUNTERED DURI ?1TERED DURING THE BORING F" u j
I CASING WI 1:3 GROUT THREADED SLOTTED MECH JO NT NOTE: ~ ~ OPERATI N THE AUGER SHALL BE WITHDRA O, . BE WITHDRAWN THE EXCESS
FlTTIN S IF D.I. CAST laoN PLUG G LATERAL. sEE SOLID CONCRETE BRICK 1. SEE DWG M.6 SHEET 2 OF 2 FOR CA51NG PIPE CUT-OFF, CAPPED AND THE INl AND 1:3 MORTAR., COMPLETELY VOIDS SHALL BE COMPLETELY FILLED W/1:3 ) AND THE INTERIOR AND EXTERIOR ~r FILLED W/1:3 PORTLAND CEMENT a~G~" W
t 0000 00 -.III-.I 11.-.-.i I --III---i I I.-- I I--.. NOTE zo oN s.1~} ADDITIONAL INFORMATION. FILL VOIDS BETWEEN BRICK GROUT UNDER PRESSURE. NO SEPARATE Pa SEPARATE PAYMENT FOR
TRAFF# CAP a0a0-- I C III---III---f i I---. ~ WITH MORTAR. CLOSE EACH END UNSUCCESSFUL BORES, OF CASING.
9. CONTRACTOR 5l1AIL FIELD ADJUST AND INS . BRACES TO ACCOMPLISH GRADE AND INVEF IUST AND INSTALL PROPER PIPE W )E AND INVERTS AS SHOWN ON
I I{ I..,,....._I I I.,.....„.,I I I......1 I 1.~~1 I I. UNDISTURBED So L THE DRAWINGS. COMPLETELY FILL
THREADED CAST 10. A MANUAL CONTROL STEERING HEAD OR 01 vo1D ou°rsIDE ®F CASING W/GROUT IS RdcCOMMt:NDED FOR BORES 30" DIAM. ANI 'r HEAD OR OTHER GUIDANCE SYSTEM MOM 30'DIAM. AND/OR LARGER AND FOR > Z
IRON HUB , ,oo a ,u o a SEE NOTE 4 BORES EXCEEDING 100' IN LENGTH OR AS SF 3TH OR AS SPECIFIED. W
4"MIN. 11. SUBCONTRACTORS SHALL BE APPROVED Bti (PROVED BY THE ENGINEER AND
STAINLESS STEEL HOSE I CL 50 DI CARRIER . SMALL PROVIDE APPROVED INSURANCE CEi; PIPE ?URANCE CERTIFICATES AS REQUIRED. "
CLAMPS 4"A.C.ID.i. TO 4" C.I.IPLASTIC STEEL CASING BAND •12 GA. MIN. 12. CONTRACTOR 5hIAIL EXECUTE AND PERFOF i RISER -8 GA, MIN AND CONDITIONS STIPULATED BY ENCROAC AND PERFORM ALL REQUIREMENTS BY ENCROACHMENT PERMITS. +W
MIN.1t4" TH{CK EPDM COUPLING MALF cARBON sTEEL HALF SECTIO U ISOMETRIC C?F E,ORE HET 1 F R DW N , 13. sEd: DWG. M 6 s E o 2 Fo G. A D R DWG. AND ADDITIONAL INF=ORMATION. ....R
FOR SEWER SERVICE LATERAL Cla CAP ASSEMBLY NOTES sEE DETAIL s.11 SECTION "A-A" CARBON STEEL CARRIER PIPE BRAGS
~S CG~I#IIl##SS#®N NO. DATE REVISION P PUBLIC W4R U SEWER SERV#CE LATERAL BORE UNDER ROADWAYSIRAILROADS NO DATE REVISION NO DATE { PUBLIC WOF KS COMMISSION ~ PUBLIC WORKS COMMISSION ~ BORE UNDER ROADWAYSIRAILROADS 'E REVISION
~ FAYETTEV#LLE~ N.C. 1 MAR. 03 REMOVED BEND FROM LATERAL FAYETTEVILLE, N.C, ! FAYETTEVILLE, N.G.
I ~ 2 DE , Q4 P P. T AL DWG. Np. DWG. BY PWC DWG. N0. DWG, BY PWC C R0 MA ERI CHANGES DWG. NO. DWG. BY PWG
T ~ WATER RESOURCES SHEET NQ. SHED NQ WATER F~ESOURCES - SHEET NO, ' WATER RESOURCES
1 QF 1 D P RTM N 1 of ~ EP ENGINEERING E A E T NO T DATE JAN 1, 2~7 APPROVED BY JEG 3 V 06 REVISED NOTES DA E JAN Q1, 202 APPROVED BY T.S.S. i ENGINEER ll JG DEPARTMENT 2 aF 2 ENGINEERING DEPARTMENT 5.5. DATE JAN 01, 2002 APPROVED BY T.s.S.
i FILE NAME: RESSLAT.DWG D:WGADIPWCDETAILSIBORE ROAp RAfl D:WCADIPWCDE ACADIPWCDETAILSIBORE_R.QAD RAIL
f m
10' MiN. HORIZONTAL NOTES:
WRIER MAIN I ~EwE~ SE~U~~E ~A~~~A~.. ~~~~5 EPARATIONBETWEENWATER S gTER MAIN 10' MIN. HORIZONTAL
AND SEWER OD TO OD 11. SL PE AND DEPTH of THE SERVICE LATERAL SHALL BE 1. CONTRACTOR SHALL MAKE UP STACK AND SUBMIT TO Q SEPARATION BETWEEN WATER 1. ALL EXCAVATIONS SNAIL COMPLY WITH T EXISTING AND SEWER OD TO OD CONDITIONS OF THE CONSTRUCTION STA IMPLY WITH THE TERMS AND RUCTION STANDARDS FOR
ENGINEER FOR APPROVAL AND SHALL SUBMIT TAPPING DETERMINED BY THE TOPOGRAPHY QF THE LOT AS UNDERGR~ )UND SEE PAVT PATGM DETAIL FOR EXCAVATIONS IN OSHA "SAFETY AND HEA CTY AND HEALTH REGULATIONS
APPROVED BY THE PWC ENGINEER OR AS INDICATED ON THE ~ SADDLE IF USED TO ENGINEER FOR APPROVAL, K GA EIEGTRIC WATER MAIN LAST 3 OF FILL IN PAVED AREAS FOR CONSTRUCTION , CHAPTER XV110F TER XV11 OF TITLE 29, CFR, PART ?LL HAVE A COMPETENT PERSON
DRAWINGS, Q i$ MINIMUM SEPARATION f HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH BETWEEN BOTTOM OF WATER ' o CLEANOU1' SHALL BE SET EXISTING STORM DRAIN 1926. THE CONTRACTOR SHALL HAVE A Gt ~y ON THE JOB AT ALL TIMES AND SHALT EMI TO ELEV. I'VDIGATED ON PLANS EX GAS ~A, COMPACTED TO 95°/a MAX. DENSITY JD SHALL EMPLOY A PROFESSIONAL
SHELL CUTTER. NO HAMMER TAPS ALLOWED. 12. LATERAL SHALL CONFORM TO THE 1d4" PER FOOT MINIMUM AND TOP O AN SEWER 0 D ~ F S 9~ AS DETERMINED SY ASTM D698 ENGINEER TO AGT UPON ALL PERTINENT i EX. UNDERGROUND ~ C PERTINENT MATTERS OF THE WORK.
SLOPE. MAXIMUM CLEAN OUT SPACING FOR 4 PIPE 75, 6 1 ""MINIMUM E ARATION CROS' 3. LATERAL SHALL CONFORM TO ASTM SPECS. D-3Q34 PIPE 1QQ 2 S P ELECTRIC = F CROSSING IN AGGC?RD WITH i s 2. BEDDING MATERIAL QUANTITIES ARE GAL ~ ~ ~ ~p ON THE FOLLOWING TRENCH WIDTHS. BEI TIES ARE CALCULATED BASED f~G I WIDTHS. BEDDING MATERIAL SHALL
BETWEEN BOTT M FSTORM REQU SDR-26 UNLESS OTHERWISE INDICATEDAS DUCTILE 0 0 REQUIREMENTS FC R UNDERGROUND ~ A = F BE INSTALLED REGARDLESS OF PIPE MAT ELECTRICAL GROS~yiNGS OF PIPE MATERIAL.
ND TOP F SAN EWER, ELECI IRON. 13. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SCfDE & A O S F A DR P OF MAINS AND OTHERWISE LATERAL SHALL SHEL DETAIL FOR VERTIC L 0 S SEWER ~ CROSSING IN ACCORD WITH - „ , FOR 48 RCPIDI B=6, D-6
P P I N LL BE 4"UNLESS OTHERWISE LATERALS. BE D.L MAIN 4. ALL I E AND F TTI G5 SHA -REQUIREMENTS FOR UNDERGROUND FOR 42" RCPIDI B-6' D=5'-6" o ELECTRICAL CROSSINGS _ ` F R " R PtD =4° " D=4' " 0 30 c l B -6 , -6 i"
SPECIFIED. 1 " MI EXISTING $ FOR 24" R P/pI 6=4' D=4'-0" 18 MINIMUM SEPARATION G
14. LATERALS GREATER THAN 20 pEPTH SHALL UTILIZE DUCTILE TORM DRAIN S BETW 5. ALL DJ. PIPE SHALL HAVE AN INTERIOR LINING OF IRON PIPE AND FITTINGS WITH CERAMIC EPOXY OR FUSED AND 'I BETWEEN BOTTOM OF GAS . ~ = FOR 18 PVCIDI B-3 , D=3 GLEANOUT SHALL BE SET = FOR 15" PVCIDI B-3' D=3' AND TOP OF SAN SEWER TO ELEV. INDICATED ON PLANS a
CERAMIC EPOXY OR FUSED CALCIUM ACUMINATE CALCIUM ACUMINATE CEMENT WITH FUSED CALCIUM I CEMENT WITH FUSED CALCIUM ALLUMINATE ACUMINATE AGGREGATES. „ t , UNDISTURBED SOLI FOR 12 PVCIDI B=2, D=3~0' SEWER - ~ ~ FOR 8'" PVCIDI B-2', D=3'-0"
f AGGREGATES. THE ENTIRE D.I. LATERAL SHALL BE MAIN 18" MINIMUM SEPARATION w
15. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED COMPRISED of D.I. PIPE AND MECHANICAL JOINT BETWEEN BOTTOM OF GAS v p 3. THE BEDDING MATERIAL SNAIL BE GRANd Z PEA GRAVEL, OR WELL GRADED CRUSMEI „ AND TOP OF SAN SEWER BAGKFILL SHALL BE PLACED IN 1LL BE GRANULAR, CLEAN, COARSE ®y~ . C A, `s )ED CRUSHED ROCK SS s~ i 'r,,
SEWER MAIN. FITTINGS. CONCURRENTLY WITH 18 MINIMUM SEPARATION w P C I LAY R T T " 0 „ 6 LAYERS AND COMPACTED w LA ED N E S NO 0 EXCEED 6 L BETWEEN BOTTOM OF WATER 12 MINIMUM SEPARATION THE FULL WIDTH OF THE T ENCH° ED V' LOOSE LIFTS FOR O 'C) a
10' MIN. HORIZONTAL 6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS 16, INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED WATER MAIN TO 90~ MAXIMUM DENSITY AS N R AND TOP OF 5AN SEWER BETWEEN BOTTOM OF STORM DETERMINED BY ASTM D698 ER MAIN DIA/2 NCH SEA
PRIOR TO FLUSHING SANITARY SEWER MAINS. SEPARATION BETWEEN WATER ~ INSTALLED. AND SEWER OD TO OD AND TOP OF SAN. SEWER. T012 ABOVE TOP OF PIPE 4° BEDDING MATERIAL SMALL BE INSTALLED ~qg OTHERWISE LATERAL TO BE D.I. ACCORDANCE WITH THE FOLLOWING CHA E INSTALLED AND PAID FOR IN • 0310 $ .LOWING CHART TO PRODUCE
7. SANITARY SEWER SERVICE CIO STACK SHALL BE 1~'. LATERAL SHALL NOT BE BACK FILLED UNTIL INSPECTED BY CLASS B BEDDING. 1. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN
THE PWC PROJECT COORDINATOR LOCATED 18 FROM WATER SERVICE LOCK VALVE WHEN EXISTING SELECT BEDDING MATERIAL ~--y' FOR 8"PIPE .067 d3fft. OF PIPE ACCORDANCE WITH STATE REGULATIONS. NO OVERAGE ALLOWED SEE „ y UNDERGROUND FOR 12 PIPE .09yd31ft. OF PIPE E
IN SAME DITCH. 18. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS ° a EIEGTRIC s NOTE 4 (M1N 4") FOR 15"PIPE .11yd3/6.OF PIPE 2° THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES MAx aiA 2 FOR 18"PIPE .13 d3Cft. OF PIPE
IN A MANH LE UNLESS OTHERWISE APPROVED BY P 8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH TO O ~ 1$"MINIMUM SEPARATION ~ ( y CLEANOUT SHALL BESET ONLY. SUBBASE SHALL BE UNDISTURBED FOR 24"PIPE .15yd31ft. OF PIPE 'E 'E
STRAPS ~ ALIGNMENT FLANGE FOR CONNECTION TO BETWEEN BOTTOM OF WATER 0 TO ELEV° fNDiCATED ON PLANS SOIL. W~IERE SOIL IS DEEMED FOR 30„PIPE .19yd31ft. OF PIPE E E !EDT VERIFY L I BY T E P PR J. REP. PIPE DIA FOR 36 PIPE .25yd31fl. OF PIPE ?E 'E
19, IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR I PIPE, TAPPING SADDLES WITHOUT AN ALIGNMENT AND TOP OF SAN SEWER E FLANGE WiLC NQT BE ACCEPTABLE. THE CONTRACTOR STONE BEDDING IS REQUIRED TO BE INSTALLED FROM 3. THE CONTRACTOR SHALL S R QU R 0 A L UNSU TABLE N WC 0 EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT AUTHORIZED AREA SHALL BE UNDERCUT FOR 42"PIPE .32yd3~t. OF PIPE 'E
i SHALL USE SDR 26 P.V.C. TEE FOR CONNECTION TO UNDISTURBED (SEE DETAIL 5.12) SOIL TO BOTTOM OF BEND. t SDR 26 P.V.C. PIPE OR DI TEE FOR CONNECTION TO SD I P I R T CONSTRUCTION F LATERAL T AND BACKFILLED WITH SELECT BEDDING FOR 48"RIPE .36yd31ff. OF PIPE GROSSING IN ACCORD WITH EACH GROSS NG R 0 O O O B 'E
TIL IRON PIPE. PVC TEE SHALL BE ONE PIECE 2Q. PVC COMBINATION SMALL BE 2 PIECE TES WYE, GASKETED, REQUIREM :NTS FOR UNDERGROUND INSURE PROPER CLEARANCES ARE MAINTAINED, MATERIAL. AREAS NOT AUTHORIZED 5° BEDDING MATERIAL SHALL EXTEND TO Ui~ AS UNDERCUT SHALL BE BACKF{LLED SEE NOTES 9 & 2° ELECTRICAL CROSSINGS WALLS AND TRENCH BOTTOM. OVERAGE t XTEND TO UNDISTURBED TRENCH 4'"" A. OVERAGE OF BEDDING MATERIAL Lo
DUC E f MOLDED OR FABRICATED. TWO PIECE TEES ARE NOT SDR26, AS MANUFACTURED BY HARCO, GPK OR APPROVED 4. ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS AT CON"f°RACTORS EXPENSE WITH WILL NOT BE PAID FOR UNLESS SPECIFIC SS SPECIFICALLY APPROVED BY
ACCEPTABLE. EQUAL. SEWER MAIN INSTALLED ON LATERAt.S SMALL BE APPROVED BY THE PROJECT SELECT BEDDING MATERIAL. THE PROJECT REPRESENTATIVE AND SHA FIVE AND SHALL ONLY BE PAID 'gr AUTHORIZED QUANTITY. [°r? Co
9, INSTALLATION OTHER THAN AS SHOWN MUST BE COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING FOR IN THE AMOUNT OF THE AUTWORIZEC 18"MINIMUM SEPARATION THE LATERAL FROM THE MAIN. 6. BEDDING MATERIAL SHALL BE PROPERLY ~E PROPERLY RODDED AROUND M t
EXISTING- ENGINEER APPROVED BY THE PWC STORM DRAIN 4 BETWEEN BOTTOM OF GAS THE PIPE HAUNCHES,
10. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL AND TOP OF SAN SEWER 5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS SHALL BE APPLICABLE. 7. CONTRACTOR SHALL USE TRENCH BOX S tENCH BOX SHORING IN ALL OPEN ~
SANITARY SEWER MAINS. 12 MINIMUM SEPARATION GUTS IN PAVED AREAS. TRENCH WIDTH 5 BETWEEN BOTTOM OF SEWER AT THE MINIMUM PRACTICAL WIDTH. NCH WIDTH SHALL BE MAINTAINED WIDTH.
AND TOP OF STORM. 6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR
ADDITIONAL INFORMATION WHEN CROSSING UNDERGROUND ELECTRICAL FACILITIES. " C
SEWER SERV#CE LATERAL Dr oai it rninQk~ r_t")IWIIAI~CInN N0. DATE REVISION a, ~ ai i~zi ~r enrna~re rnwn~xre~ina~ NO DATE REVISION pl IRI IP: wnRbCfi f:['~AAfl1dIGSIClN NO DATE -E REVISION: U-) Q
E R ERVICE LATERAL NOTES , V\pifil.iiMYfVi• UTILITY CONFLICT SEPARATION ~ S ~ S AYETTEVILLE N.C. vV~~FAYETCEVILLE, N.C.~v~~ SEWER BEDDING ~ vr~~FAYETTEVILLE, N.G. v 1100, W= R
~ r ~ MAR. 03 ADDED NOTE #19 REt~UIREMENTS 1. JAM 05 REVISED NOTES 1 AND 6 1 JAN 0.5 REVISED 5 REVISED NOTES UL. CL.
DWG. N0. DWG. BY PWC 2 DEC. 04 PROP. MATERIAL CHANGES DWG. NO. DWG. BY PWG i WATER RESOURCES SHEET NO. WATER Rk~SOURCES 2. NOV O6 ADDED NOTE ON DI LATERALS SNEET NO. N~~ S. ~ 3 BY ~ WATER RESOURCES
SHEET NO. 40F1 10F~ ENGINEERING DEPARTMENT DATE JAN ~ 2oa7 AP EN ENGINEERING DEPARTMENT 1 OF 1 pgTE JAN. 01, zoos APPROVe~ sv ~.e.~. ENGINEERING DEPARTMENT
DATE JAN 1, 2007 APPROVED BY JEG 3 JULY 0~ REVISED NOTES PROVED BY
. SLATNOTES.DWG i FILE NAME: UTIL CONFLICT.DWG FILE NAME: SEV NOTES: .E NAME: SEWER BEDDING.DWG
t
t UTILITY GENERAL NOTES
~ ~ ~R 1. THE SPRING-LOADED GAS RELIEF V GENERAL NOTES ~ GAS PRESSURE BUILD-UP. THE VAL SAPIITARY SEWER UTILITY ~ I p~~ payer aMANHOLE REA HES APPROXIMATEL ELEVATIONS AND/OR LOCATIONS MAY BE ADJUSTED IN THE FIELD ~ W^pErT~~~ migwE~ 2. THE SPRING-LOADED VACUUM REUE kS RELIEF VALVE SHALL RELIEVE THE ,P. THE VALVE IS AUTOMATICALLY
1. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR 6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS RI S F WAYS THE CONTRACTOR IS REQUIRED TO NOTIFY CONCERNED AND REPAIR DAMAGES DUE TO GONSTRUGTION TO THE SATISFACTION OF THE GHT -0 AS PRESSURE DIFFERENTIAL IN THE
87-1 2. NTRACTOR SHALL UTit.ITY INVOLVED AT NO ADDITIONAL EXPENSE TO TFIE OWNER. UNDERGROUND UTILITY COMPANIES IN ACCORDANCE WITH GS a GO PROXIMATELY 112 psi.
.RUCTION . ELECTRICAL CROSSINGS SHALL BE GROSSED IN ACCORDANCE WITH THE NEC VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONST NO SEPARATE PAYMENT. EXISTING UTILITIES SHOWN ARE TAKEN FROM MAPS AND TECHNICAL SPECIFICATION SECTION UNDERGROUND ELECTRICAL CROSSING 1. CLEANOUT ELEVATOOt' kCUUM RELIEF VALVE RELIEVES VACUUM
FURNISHED BY VARIOUS UTILITY COMPANIE5 AND HAVE NOT BEEN PHYSICALLY REQUIREMENTS. AS DIRECTED BY THE Er ~ BY THE ENGINEER WHEN NECESSARY. CLEANOUT STACK TOP ETHYLENE HE7~NE1 PRESSURE BUILD-UP. THIS VALVE I . DETERMINED BY INTERPOLATING FIELD DATA AND MAY NOT BE coPavn,~~n~rrr VACUUM PRESSURE DIFFERENTIAL ~ nsta~mzaecxassn 225 i. HIS VALVE IS ACTIVATED WHEN THE ,FERENTIAL REACHES APPROXIMATELY
ELEVATION IS DETE:RMII` LOCATED (i.e. TELEPHONE, GAS, CABLE, ETC.). 7. WHERE DEEMED NECESSARY BY THE ENGINEER THAT A SU&SURFAGE DRAINAGE EXACT. CLE A,NOUT ELE\ SNOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE WITH THE - ~
SYSTEM IS REQUIRED THE CONTRACTOR SHALL PROVIDE ALL MATERIALS TOOLS . T G N RAGTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITM PUBLIC WORKS COMMIS 2 HE 0 T , CS COMMISSIdN TYPICAL DETAIL. (NO SEPARATE PAYMENT. „s„~, a;~~.~a~~ L BE DESIGNED TO PROTECT THE
LABOR, EQUIPMENT, TIE-IN S TO EXISTING DRAINAGE STRUCTURES AND ALL OTHER CONSTRUCTION WELL IN ADVANCE TO VERIFY LOCATIONS (HORIZONTALLY AND INCIDENTALS NECESSARY TO PROVIDE COMPLETE INSTALLATION IN ACCORDANCE WITH srRir+GionuEOC,ns "~`rw~~°E°TOiNSC~T 3. THEBOWISHAPESHALLBEDESIGN NITARY SEWER MAINS ARE TO BE CONSTRUCTED WITHIN 20' OF RELIEF VALVE VACUUM RELIEF VAi.VE INSERT VALVES WHEN THE MANHOL iIDENCES SPECIAL CONSIDERATION SHALL BE GIVEN TO MINIMIZE 4. 7HE INSERT SHAi_~ NOT BE SUSCEP 3 OR OTHERWISE DISTURBING EXISTING RESIDENCES ADJACENT TO BE a4MAGED BY SEweR caSES OR RAIN. 7HE CONTRACTOR SHALL. USE A RUBBER TIRED BACK HOE SHE MANHOLE COVER IS REMOVED.
VERTICALL TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST THE DESIGN 2, WHERE SANITARY SE:V 1 ~ ClT1(OF FAYETTEVILLE STANDARDS. IMPROPERLY INSTALLED AND NON-FUNCTIONING c TOAVOID CONFLICTS NO SEPARATE PAYMEN . EXISTING RESIDENCES 'BE SUSCEPTIBLE TO CORROSION OR long
t ~ DRAINAGE SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR S EXPENSE. UNDERMINING OR OTHE EXISTING FRENCH DRAINAGE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED z GASES OR ROAD OILS.
3, ALL SANITARY SEWER & WATER CONSTRUCTION SHALL BE IN ACCORDANCE THE SEWER MAIN. THE ANC1 OR REPAIRED AT NO ADDITIONAL EXPENSE TO THE OWNER. AND N M H NI A t HANICAL COMPACTION EQUIPMENT IN THESE AREAS. THE TRENCH 5. A POLYETHYLENE GASKET, NEAT-VU BRED ADEQUATELY TO PREVENT ANY SLOTHING OF THE SIDE CoNFOw~s ro ~RRECUUUZiTIES IN TABLE BACK FILL SHALL BE PLACED IN THE TRENCH. A TIGHT, VIRTUALLY LEAK PROOF S 2 SHALL REFER TO THE GEOTECHNICAL REPORT AND FOLLOW coNC. r~noe ;ET, HEAT WELDED UNDER THE LIP,
WITH STANDARDS AND SpECIFIGATIONS OF THE PUBLIC WORKS COMMISSION, O E:C A C L C HALL BE HORED ADE STORM DRAINAGE, STREET CONSTRUCTION AND PAVING SHALL BE IN S S C STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE AND LARITIES IN THE FRAME, AND FORMS
ACCORDANCE WITH THE CITY OF FAYETTEVILLE. SLOPES. SUITABLE BAC JOINTS EXPOSED DURING CONSTRUCTION SHALL BE INSPECTED BY TWE OWNER PRIOR CONTRACTOR SHALL RE kK PROOF SEAL.
TO BAGKFILLING. 4. UTILITY SERVICES TO INDIVIDUAL PROPERTIES ARE NOT SHOWN iN THE RECOMMENDATIONS. Ci ATIONS. CONSTRUCTION METHODS AND MEASURES SHALL BE IN RING{2 MAX.) 6. BOTH VALVES SHALL BE SELF-0LEA E WITH THE GEOTECHNICAL REPORT AND RECOMMENDATIOMS. F NON-CORRODIBLE MATERIAL. SELF-CLEANING, AND MADE: OF
V ES MAY INCLUDE WATER PROFILES FOR SIMPLICITY OF THE DRAWINGS. SER IC ACCORDANCE WITH THE cRiAL. n p
LATERALS TELEPHONE, ELECTRIC, CABLE, GAS, ETC. CONTRACTOR SHALL BE: , FOUNDATIONS FOOTING t SHALL BE FULLY RESPONSIBLIE FOR REPAIR OF STRUCTURES, S, FOOTINGS, ETC. DAMAGED DUE TO CONSTRUCTION. z iNSeRT shw~~ NoT se ~HSra«eo u NSTALLED UNTIL MANHOLE AND SEWER
.CONTRACTOR SMALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE 5 LINES ARE INSPECTED AND ACCEPT SEWER MANHpLE DEFlECT10N ANGLE'S ARE 180 DEGREES UNLESS ~O~iO 4ND ACCEPTED BY OWNER.
s FOR TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES AND 3. SANITARY SEUVER MAI SIGNS AND/0R UTILITIES IN ACCORDANCE WITH UTILITY OWNER REQUIREMENTS NOTED OTHERIMSE. ALI RWISE. ALL INVERT ELEVATIONS ARE SHOWN TO THE MANHOLE REDUCER a o
DURING THE UTILITY MAIN INSTALLATION AND STREET CONSTRUCTION. (NO CENTERLINE. SPRING-LOADED SPRINGLOADED GAS RELIEF VACUUM n
SEPARATE PAYMEN . VALVE RELIEF VALVE
NO DATE rE REVISION SCALE
OMMISSloN REVISION GEWNERAL NOTES PUBLIC WORKS C Pl UTILITY GENERAL NOTES FAYETTEVILLE, N.C. SANITARY SEWER UTILITY PUBLIC WORKS COMAAISSION No C)ATE REVISION WATERTIGHT MANHOLE INSERT PUBLIC WORKS COMMISSION No DAre FAYETTEVILLE, N.C. FAYETTEVILLE, N.C.
BOOK NO.
DWG. N0. DWG. BY PWC DWG. N0. DWG BY PWG , WATER RESOURCES SHEET N0. WATER RESOURCES SHEET NO. `S'9 BY ~ WATER RESOURCES SHEET
SHEET N0. ~ OF ~ ENGINEERING DEPARTMENT ~ OF ~ EI DATE JAN a1, 2002 APPROVED BY T.S.5 DATE JAN o1,2a05 APPROVED BY J.E.G. E.G. ENGINEERING DEPARTMENT ~ ~F 1 DATE JAN. 01, 2005 ,aaPttovEO ev ~.e.~. ENGINEERING DEPARTMENT
28 OF 30
D.IACADtPWCDETAILSIUTILiTY NOTES.DWG D:IACADIPWCDETAILStSEWER N6TES.DWG D:WCADIPWCD IACADIPWCDETAILSIINSERT. DWG

i
Drawn by
piPE SIZE MANHOLE: SIZE MIN. WALL THICKNES MIN. RESNF, STEEL MIN. EIASE Tti1CKNES NOTES: NOTES 1, MORTAR SLIDE, SHALL BE USED Benjamin R. Lennon Checked
21" & LESS 48` DIAM TER 5" ASTM A 1$5 0.12 SQ.IIN 6" 1. PRECAST REINFORCED CONCRETE EAL A 0 N S RUD a' ~,..r-~-SPRINGLINE OF PIPE FOR LESS THAN 1 FOOT SEPARATION BETWEEN INVERT OUT & INVERT F NOTES: 0 David E Vau hn,PE,PLS
24" - 36" 60"'DIAMETER 6" ASTM A-1$5 0.15 $Q.IIN MANHOLES SHALL BE IN ACCORDANCE PIPE ~ WITH ASTM C-478 S.S. 42 7 D AMETE 7' ASTM A-185 0.15 SQ.IIN 8 NON SHRINK GROUT SLIDE WITH I I NCOM NG P PE. G 112'" GRADE 60 1, COPOLYMER PO S.S. 112 PIPE PLACED IN FIELD. SOLID POLYMER POLYPROPYLENE PLASTIC Reviewed
ALIGN STEPS MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO W OVER INVERT CONCRET JU ( Y 2. PIPE SLIDE RE 'D WHERE VERTI L STEEL REINFOR EMENT STEP SHALL BE E MBO SR CK MA BE Q CA C :;d:~:; ~ USED TO BUILD UP INVERT TO SEPARATION BETWEEN PIPE INVERTS IN ALL STRUCTU =P SHALL BE PLACED 1s" O.C. J. REITZEL,PE,PLS KLL STRUCTURES V DEPTH OR
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT PWC RING AND 2. MIN. CONCRETE COMPRESSIVE ' STRENGTH SHALL E 400 OUT ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6 DIAMETER, COVER. SEE B 0 PSI. REDUCE MORTAR QUANTITIES. IS GREATER THAN 1 'AND LESS THAN GREATER. OR EQUAL TO 2.5'. EATER. Date 1.10-07
---DETAIL (Z TYPES ~4~~, 3. MANHOLES GREATER THAN 12 DEPTH a, i SLIDES HALL BE INTERIOR DROP STRUCTURE REQUIRED 2. STEPS SHALL BE :PS SHALL BE INSTALLED BY
OF RING AND SHALL HAVE MIN, " EX t~~~• _ CAST IRON FRAME 6 TENDED BASE. r,_,,,,,.. ~ COVERAPPV'D} --112 PIPE INSTALLED oN TQP WHERE VERTICAL SEPARATION MANUFACTUREF z M I OF SHELF BETWEEN I RT c NVE S EXCEEDS z.50. ALIGNED OVER NUFACTURER AND SHALL BE:
& COVER SEE DETAIL 4. FLEXIBLE BUTYL RESIN JOINT SEALANT n~ ~ g SHALL BE !N ACCORDANCE W! ASTM G990. SHELF ~ o ~ ~ SEE INTERIOR DROP STRUCTURE DETAIL. ~ o OUT. GNED OVER STRUCTURE INVERT T. CV
RUBBER GASKET JOINTS SHALL BE IN o ` C C cv ON .GRADE ACCORDANCE WIASTM C-443. ~ o ~ ~ 4. VERIFY SLIDE INSTALLATION ~ ~ , ~ ~ WITH PROJECT COORDINATOR 3. DIMENSIONS SHE TENSIONS SHOWN ARE TO CONVEY
,1 RING {2 MAX.} FLEXIBLE BUTYL RESIN SEALANT FLOW CHANNEL PRi R TO C N T T SA . R 0 0 S RUC ION. THE. DESIRED Sig w DESIRED SIZE OF THE STEP. STEPS
~ ~"---~:'1 5, FLEXIBLE EPDM RUBBER BOOT CONNECTQRS SHAPE TO 3f4 ~ GRADE OR RUBBER GASKET JOINT. ~ SHALL BE IN ACCORDANCE W! ASTM G823, HEIGHT OF OUTLET ~ SECTION "A,A'" OF SIMILAR SIZE 5. MANHOLE AND CONNECTIONS SHALL BE :T ~ ` IN ACCORDANCE WITH PWC STANDARD MAY BE ACCEPT SIMILAR SIZE AND CONSTRUCTION > 'j ,(BE ACCEPTABLE PROVIDED
iv d ~ INSTALLED BYMANUFACTURER WISTAIN- PIPE. Q SEAL IN51DIi AND a LESS STEEL COMPRE I0N RING AND MANN LE DETAIL. MATERIAL SUBM Q 11/8 BY PWC. rERIAL SUBMITTAL IS APPROVED W ,Q
24 TSIDE OF J IN ~ OU 0 T ECCENTRIC a . 6. BRICK USED FOR INVERT AND SHELF a . ° CONSTRUCTION SHALL BE NCDOT PWC. Co
~ JOINT WITH FAST SET TAKE-UP CLAMP. CONNECTION TO MAIN ~ EDUCER SHALL BE BY CONTRACTOR WITH STAINLESS w SEALER MORTAR SMOOTH STANDARD CONCRETE JUMBO BRICK. 4. MATERIALS OF C TERIALS OF CONSTRUCTION AND Q W
~ ~ FINISH STEEL PIPE CLAMP. j r ~ . w s. CONNECTIONS TO PIPE SLIDE DETAIL a vQ LIFT HOLES THAT EXTEN EXISTING MEETING ASTM C55 G DE -I EX RA S I CEPT METHOD OF INS ETAIL ABSORPTION LESS THAN 10 LBSICU,FT. . A AGGORDANCEV~ THOD OF INSTALLATION SHALL BE IN "ORDANCE WITH OSHA STANDARDS
Vw BE MANHOLES SHALL BE BYCORINGMAN- NTS I w~ HOLE AND FIELD INSTALLING A FLEX. MANHOLES GREATER THAN 12' iN DEPTH "~::;:I:::::::::: ` ANDASTM C-478 7. SHALL HAVE MIN. 6 EXTENDED BASE. 7 ASTM C-478. CL W
SEALED WITH NONSH INK BEGIN SHELF TRANSITION GROUT. LIFT HOLES THAT BOOT CONNECTOR. DO NOT ALLOW AT 3f4 HEIGHT OF OUTLET V JOINT SEALER DEBRIS TO ENTER SYSTEM. ALIGN STEPS ANSITION OUTLET ALIGN STEP: 8. TWE MINIMUM ELEVATION DIFFERENCE ,
HAVE P C CAPS THAT DO PIPE 1:12 MIN. NOT EXTEND THRU THE WALL OVER INVERT OVER INVEF BETWEEN THE CENTER I L NE INVERT IN OUT AND THE CENTERLINE INVERT OUT SHALL SERRAT D T z
~ ~ 7. MORTAR SHALL BE QUICK SETTIN OUT SHALL NOT REQUIRE GROUT G, CONCRETE SHELF PLACED ~ SEALANT. NON-SHRINK GROUT MIXED IN INFIELD. SOLID CONCRETE BE 0.05 FT UNLESS OTHERWISE APP E A E READS WIDE EI PLACED ROV D :ADS WIDE ENOUGH TO 0 0 H BOTH FEET X
o SEAL LIFT ACCORDANCE WITH MANUFACTURER'S SEAL AROUND JUMBO BRICK MAY REUSED--~ ? MANUFACTURER OLES RECOMMENDATIONS, PIPE fi0 BUILD UP INVERT TO .ONCRETE BY PWC, 10-314 STAND ON WITH BOTH FEET ~Y BE USE SHELF g, SEE STANDARD MANHOLE DETAIL FOR Z
. ~ 48 MIN. INSTALLED POLY PROPYLENE REDUCE MORTAR QUANTITIES ERT TO ADDITIONAL REQUIREMENT . 12° ~ QUANTITIES.
T COATED STEP OVER INVERT cv SEE CHAR 8. MANHOLE STEPS SHALL BE INACCORD- SPRINGLIKE OF PIPE OUT SEE STEP DETAIL. ANCE WITH ASTM 0478 AND OSHA 'IPE PLAN VIEW is
SEE NOTE 5 REGULATIONS ALIGN Wi1NVERT OUT. ~ ~.T....~ ON EXISTING MANHOLES CONC. BRICK AND MORTAR SEAL AROUND , MOLES Q W 0 m
F T ~ BOTTOM OF B T HAL FOR LEX. B~ INVERT PLACED IN OO S L t , : CONNECTOR 9. PREFORMED MANHOLE INVERTS ARE , BESET 1 ABOVE SHELF FIELD TO 314 HEIGHT NOT ACCEPTABLE UNLESS SPECIFICALLY TSHALL 4.. PIPE : r>, HE F S L .;;..j
~ OF OUTLET PIPE. JOINT SEALER ~=t APPROVED BY PWC IN WRITING. STAND- , MORTAR ~ SEE SHELF DETAIL. , t ~ ~T
iNG WATER IN INVERT OF MANHOLE SLIDE S.S. ~ ~ SEAL AROUND ,:I ,gin ; S,S. t 4?r: . w < C/) ~
. ~ , ' ~ : ~ a PIPE iS NOT ACCEPTABLE. SHELF `~~i~"'r~ ..~--...REINFORCING . M a`a.1 t~%`~. S~'~ k.~ SEE GHARTABOVE fi ':ys•;' ' ° z FRONT VIEW Z ~~4 W W
° y ~ EE SHELF 10. VERTICAL DROPS BETWEEN THE n _ ~ .,r,~r- ~ DETAIL INFLOW PIPES AND OUTFLOW PIPES a,. SANITAR . • ~ . v)
SEE CHART I ;.---SEE NOTE 3 F~; sHALL REQUIRE THE FOLLOWING: ~ 6 MIN. COMPACTED ~ FLEXIBLE EPDM ~ / r~ : SEWER : SLmP , 9-1/8 SAN. EWER
NO 57 STONE RUBBER A- GREATER THAN 2,5 SEE DROP STRUG M IN 0 1114 ~ . 3-318 a ~ ~ ?
BOOT TUBE DETAIL MIN. 5' DIA .M.H. REQ'D. ° a::-_:::::. B. 1' TO 2,5' SEE PIPES lD n L E DETAIL . 4 . . ~
SANITARY , x.,, 4 ;r;y;w C. LESS THAN 1 SEE SLIDE DETAIL ~~;~;;~~>.,::;~;a::; SEWER (OUT} a SLQPE TQP QF GQNG. . "a ' ° d . SHELF 1:12 MIN.i 2:12 ,S o: MAX.. TOWARD TROUGH.
UNDISTURBED 11. MANHOLE RING AND COVER AND ` SEAL ANNULUS AROUND SUBGRADE FLOW CHANNEL SHAPE FLOW CHANNEL SHAPE
~ 7 DROP STRUCTURE SHALL BE IN ACCORD- ; PIPE AT ENTRANCE WITH NO 5 STONE TO 314 HEIGHT OF OUTLET NON-SHRINK GROUfi. ANCE WIPWC STANDARDS. SEE APPLIG- plpE, INVERT SHALL ENTER ~ ~ ° . „ TO 314 HEIGHT OF QUTLET ~ ° MANHOLE WALL MANHOLE 1 MIN. ABOVE PIPE. ~ ° W z
ABLE DETAIL, MC?RTAR SLIDE DETAIL DETAIL SHELF TYP SMELF DETAIL ~ ° ~ 5' MIN. ( ) SIDE VIEW ISOMETRIC VIEW OF STEP EW OF STEP
12. INVERT oN PLANS Is To MH GL NTS Q vd
N0. DATE REVISION PUBLIC WORKS COMMISSION PIPE SLIDE, Mt~RTAR SLIDE PtJ NO DATE REVISION NO DATE PUBLIC WORKS COMMISSION STRUCTURE STEP PUBLIC WORKS COMMISSION -E REVISION`
STANDARD MANHC?LE FAYETTEVILLE, N,C. AND SHELF DETAI LS FAYETTEVILLE, N.C. 1. JAN. 05 ADD T FAYETTEVILLE N.C. DE No E 8 ,
DWG. N0. DWG, BY PWC
WATER RESOURCES DWG. No. DWG. BY PWG SHEET N0. SHEET N0. DWG. NO. DWG. BY PWC WATER RESOURCES ~ WATER RESOURCES SHEET NO,
1 OF 1 DATE JAN. 01 2ao5 APPROVED BY J.E.G. ENGINEERING DEPARTMENT 1 OF 1 Eli DATE JAN 1, 2005 APPROVED BY J.E.G. s w,G, s ENGINEERING DEPARTMENT 1 of 1 ENGINEERING DEPARTMENT DATE JAN. 01, 2005 APPROVED BY J.E.G.
E FILE NAME: ANA A ST D RD M NHOLE.DWG FILE NAME: PSLIDE.DWG FILE I A FILE NAME: STEP.DWG
m
NOTES 2 ST 23112" 1" O AINLf"SS STEEL NOTES:
, 2 CAM LOCKS f 7. MANHOLE SHALL BE IN ACCORDANCE WITH 4. PROP STRUCTURE SHALL BE PLACED WHERE 2 ' ( ) a. PWC STANDARDS, SEE MANHOLE DETAIL FOR SEWER MAIN OR LATERAL VERTICAL PROP SEE DETAIL . (2) CAM LOCKS „ „ NOTES: ~---ROLL PINS 112 DIA. 3I4
. . •'d ADDITIONAL INFORMATION 4 , _ • BETWEEN INVERTS EXCEEDS 2.50. SEE PIPE 1 LETTERING X1 314° 1, MANHOLE FRAME AND COVER TO BE MADE OF GRAY 1. MANHOLE FRAME AND G VER SHALL 0 .OVER SHALL BE MADE OF GRAY
° a ; „~a ~ '~y SLIDE DE'T'AILS FOR DROPS LESS THAN 2.50' 2. ALL PVC PIPING AND FITTINGS FOR ~ VERTICAL SEPARATION. 2 PICK BARS CAST IRON CONFORMING TO ASTM SPEC. A48~83, CAST IRON CONFORMING TO ASTM S ICK BARS CLASS 35 ,MANUFACTURED BY SAME MANUFACTURER. RESPECTIVELY, MANUFACTURED BY IG TO ASTM SPEC. A48-83 CL. 30/35 ACTURED BY SAME MANUFACTURER.
NEW SANITARY f DROP STRUCTURE SHALL BE SDR 26 PVC W (f A P ~ WITH SOLVENT Wt:LD JOINTS SEE DETAIL SEINER ~ 5. DROP STRUCTURE MH. SHALL Blc A MIN. OF ALL CASTINGS SHALL CONFORM TO THE SHAPE AND 4" DETAIL ALL CASTINGS SHALL CONFORM TO ONFORM TO THE SHAPE AND
•P• ,4, . p'i~.~, 3. MANHOLES GREATER THAN 12' IN DEPTH SHALL 5' DIAMETER TO 12"ABOVE TEE. DROP ~ ~ t7 DIMENSIONS SHOWN. THEY SHALL BE GLEAN AND DIMENSIONS SHOWN. THEY SHALL BI PERFECT, WITHOUT BLOW OR SAND HOLES OR ~ T T . FRAME A48.83,CL 30 PERFEC , WI ROUT BLOW OR SAND HEY SHALL BE CLEAN AND )W OR SAND HOLES OR
A ( HAVE MIN. 6"EXTENDED SASE. STRUCTURE SHALL BE INSTALLED AGAINST ~ pa ~ 7 ~ R y F WALL OF MANHOLE As sHawN. 4 ~ d DEFECTS OF ANY KIND, TENDING TO IMPAIR THEIR r~ DEFECTS OF ANY KIND, TENDING TO TENDING TO IMPAIR THEIR :a
` ° ' S. FLEX. BOOT SHALL BE CONNECTED TO MH. WITH STRENGTH. NO PLUGGING OR STOPPING OF STRENGTH. NO PLUGGING OR STOP.. DEFECTIVE HOLES WILL BE PERMITTED. DEFECTIVE H LE O S WILL BE PERMlTT ING OR STOPPING OF . BE PERMITTED.
STAINLESS STEEL EXPANSIQN RING. FLEXIBLE S~ w c~ V • 4+ 9 ~ Q~
BOOT CONNECTORS SHALL CONFORM TO ASTM PLAN C-923 SPEC, 2, CASTINGS SHALL BE UNPAINTED AND SHALL HAVE . ~ 2. CASTINGS SHALL BE UNPAINTED ANt THE LETTERS "PWC-FAY-NC"AND "SANITARY SEWER" ~ ~ ~ THE LETTERS "PVI~-F Y-N "AN " A G D S~ PAINTED AND SHALL HAVE ~-NC"AND "SANITARY SEWER"
Y { 7. CONNECTIONS TO EXISTING MANHOLES SHALL CAST INTO COVER. LETTERS SHALL BE RAISED AND CAST INTO COVER. LETTERS SHALL E rERS SHALL BE RAISED AND
HAVE CORE AND "BOOT" ONLY UNLESS APPROVED i z OTHERWISE BY PWC PROJECT COORDINATOR. ;moo CLEARLY VISIBLE. CLEARLY VISIBLE. --~1--' 2-718"
DOVER FACE SDR 26 PVC SW TEE WITH 3. MANHOLE RING AND DOVER SHALL WITHSTAND H 20 3. MANHOLE RING AND COVER SHALL ~ I R F VEH CULA TRAF IC. ROCKING COVERS SHALL VEHICULAR TRAFFIC. ROCKING CQVI ?VER SHALL WITHSTAND H•20 OCKING COVERS SHALL z
OPEN END ON SPIGOT SIDE. 1.1/4 DIA. NOT BE ACCEPTABLE. COVER BACK COVER SECTION FRAME PLAN NOT BE ACCEPTABLE.
t v a, FLEXIBLE Boor coNNECTED SW TEE 4. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% 4. MINIMUM AVERAGE WEIGHT: PLUS OI 1 „ „ GHT: PLUS OR MINUS 5%
TIa MH WITH SS EXP. RING e SDR 26 WIPER RING 155 LBS., DOVER 60 LBS, UNIT 315 LBS. 12.5 12 MIN. RING 175 LBS., COVER 135 LBS, UNIT VIPER „ vaRiES 35 LBS, UNIT 310 LBS. y,~yrr C A
NON-SHRINK GROUT SEAL GROUT SEALED m° GASKET f CAM LOCK' S. PERFORATED COVERS WILL NOT BEALLOWED, ~---112 5. PERFORATED COVERS WILL NOT BE ~ BASKET (1 MIN) HILL NOT BE ALLOWED. '"~c~ SS j Q a il. r
" ~ it SDR 26 PVC ~ 26 DIA. i ' ~ 6. CAM-LOCK BOLT HEAD SHALL BE P I T ~ . ' COM AT BLE WI H aa.. , , . s~ r s !i y A ad
' 12"MIN. FOR TRANSITION FROM D.I. TO „ STANDARD PWC TOOL FOR TURNING CAM LOCK . ' , : ~ ~ ° 2"MIN, CAM LOCK DETAIL a MECHANISM. „ „ ,310
FOR TRANSITION FROM D.I. TO PVC 12 MIN. ~ PVC USE A C900 BELL X SDR 21i rt , USE A 0900 BELL X SDR 26 SPIGOT b BED OF GLEAN FRE H ~ ~ 8 MIN. THICKNESS 3000 PSI CLASS A „ o, S 3.13116 ~ ^ ~ ~ CONCRETE COLLAR 3~6%AIR a a
~ SPIGOT ADAPTOR. 3f8° E ADAPTOR. a. COVER SECTION FLEXIBLE BOOT ~ MORTAR {TYP} , . 318 314 ~ ENTRAINMENT ALL AROUND FRAME. COVER sa<;,a a, ~~z~
„ ~ 11!16 116" NOTE: CONCRETE COLLAR ONLY TO BE CONCRETE COLLAR -PAVED AREAS INST rj-*~ ,cy ~C:~ a1 ~ I f ~w
5' MIN. + , ~ . 4: UNDISTURBED Yi 2 MIN. COMPACTED N0.57 solL Y~- ~ PICK SLOT DETAIL ALLED ON CITY OF FAYETTEVILLE ~ _ MAINTAINED STREETS, AND QN
a e T NE FR M UNDISTURBED ~ SO O t SDR 26 PVC „ rya' 25" DOGHOUSE MANHOLES LOCATED IN
SOIL TOSPRING-LINE OF 12 p ° 27-318 DIA. „ SDR 26 PVC PIPE AS DIRECTED BY PWC 6 MIN ° Y~ ~ PAVED AREAS. 518 DIA. SS ROD ~ ~ 23 314"
E ~ 26-114 PROD CT C00 NATOR. E RDI 12 MAX. P P „ „ ICK BAR AND COVER 4 EA 314 DIA X 3 STAINI.E55 STEEL BOLTS
~ t 1'ac 1/8 STAII~(,.ESS STEEL STRAPS CONFORMING TO ~ ~ ~ CLEAN BED GA KET G VE D zz S R00 ETAII WITH WEDGE ANCHORS. CLEAN BED OF FRESH ~ ~ ~ A ~
THE PIPE ANCHORED WITH STAINLESS STEEL ANCHOR ~ ~ MORTAR OF P 3:1 PORTLAND CEMENT GROUT. -MORTAR OR APPROVED ~ OVERLAP MH 2"BELOW FRAME ~.9~ WI FRAME
BOLTS AND WEDGE ANCHORS. 2 STRAPS MINIMUM Y' SS STRAPS GASKET MA :4 STRAPS SMALL BE 3 O.C. MAX. GASKET MATERIAL. ~ s, ; = TM MORTAR. MORTAR SHALL ~ „ 00
` 24" DIA. 4 EA. 314"Q SW 114 BEND ~ ~ ~r WITH WEDC BEGIN 1 BELOW TOP OF DOVER 4 EA. 314''9) x 3"STAINLESS STEEL BOLTS p 0 A. WITH WEDGE ANGHQRS e e AWN#
24.1/2 DIA, SDR 26 ca _ BED OF L F - 22.1/8 G EAN RESH d~ ~ 40 ce)
CONTRACT SDR 26 SW PVC 114 BEND ~ 4 e' ° 4. ~ 26 DIA. e. a.; ° ~ FRAME & MI CONTRACT s R G M MORTAR P OR SHALL MORTAR BETWEEN ~ w (TY } -FRAME & MANHOLE. MORTAR BE N Y TWEE CONTRACTOR SHALL MORTAR BETWEEN Lr) C
TOWARD INVERT OUT 34" DIA. FRAME & MI FRAME & MANHOLE SHALL BE SMOOTH FRAME N ° a 23.314 FRAME & MANHOLE, SURFACE SHALL cc x CF)
& FREE OF I -iii~~ii~ii~ii~aii~{ii=iii-iii~f~i_iii~iii ~I I I ~~I 11~f~~111w1 I I--I I -I I l-I I I~I I I--~ & FREE OF ROUGHiJAGGED EDGES. „ 31 BE SMOOTH AND FREE OF ROUGH COVER A4$-83,CL 35 AND10R JAGGED EDGES.
i ~l(~I ~III~IIf-~ll~;;111~1(,,, I= I~ 11-(1 SECTION "'AA" FRAME SECTION i tTiON COVER FACE GOLLARHON-TRAFFIC AREAS ,m /y? s
! INTERIOR DROP STRUCTURE pl IRI Ir. 11unRKG rntlAMt~~lnnt No DATE REVISION STANDARD NaN-TRAFFIC AREA r~i ~®c in in~nnvr nnN~~r~nc?~nw~ NO. DATE REVISION e~~rnRCnnc~n nsnAiunc c n~ ~n~ in iarr?nvr+ nnrar~~c+c+~n~i NO. DATE REVISION M e%
` a w. _ a w.. . / VYirI V' A ~I ~V V WIIII\~IIMVIYI7 MANHOLE R#NG AND CC)VER i FAYETTEVILLE: N,C. 1'V©LI4 YVVRfl~7 l„?VIVtlYllia~7lVlV 'T ti? t/'11YU/"1RU IYIi"11Y1°1Vf~C i"UDtlti VYVRf~iJ 4ViY11V11~7JIVIV
GRAVITY SEWER MAINS & LATERALS ~o~zsios REVISES NOTE WITH WIPER GASKET & CAM LOCK FAYETTEVILLE N.C. FAYE7TEVILI.E N.C. RING AND COVER , 1. JAN 05 CMANG~ i CHANGED NON TRAFFIC DETAIL
~ . N0. DWG. BY PWC WG 2. JAN 05 REVISED DROP MATERIAL DWG, N0. DWG. BY PWC WATER RESOURCES DWG. Nn. DWG. BY PWC
SHEET N0. SHEET NO. WATER RESOURCES ~ WATER RESOURCES 2, JULY 06 ADDED SWEET N4. X ADDED NOTE ON CONN. COLLAR
~ OF ~ ~ EN INEERING DEPARTMENT ~ OF ~ DATE 1 APPROVED SY J.E.G. G EN JAN. 0 , 2007 3. JAN 07 REViS1=D ADAPTOR, NOTE 2. DATE JAN, 01, 2005 APPROVED BY J.E.G. _.G. ENGINEERING DEPARTMENT 1 OF 1 ENGINEERING DEPARTMENT DATE AUG 1, 20l~ APPRQVED BY JEG
{ FILENAME: DROPMH.DWG FILENAME: RING C®VER.DWG FILE NAME: RI 9LE NAME: RING COVER-DWG
~ -
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i i SCALE
i
BOOK NO.
SHEET

k 27 OF 30

Drawn by
Benjamin R. Lennon
CONSTRUCTION SPECIFiCAT10NS Checked David E Vaughn,PE,PLS
1. Clear the entrance and exit area of all vegetation, roots, and other Reviewed
objectionable material and properly grade i~ J. REITZEL,PE,PLS
Date 1-10»47
2. Place the gravel to the speafic grade and dimensions shown on the
plans, and smooth it. EXIS'T'ING
CATCH END INGLESID BASIN EXISTING
3. Provide drainage to carry water to a sediment trap or other suitable outlet DRIVE ASPHALT 4" TOPSOIL, GRASS, 4" TOP ADWAY & PINE SAPLINGS & PINE
4" TOPSOIL, GRASS, t
4. Use geotexGle fabrics because they improve stability of the foundation 50' X 20' 2"-~" CO in bcations subject to seepage or high water table. PUBLIC ROAD PLANTED 8' O.C. & PINE SAPLINGS
6" THICKNESS W! UNDERLAYMENT. 0' 2"-~" COURSE AGGRHGATE ~ 2~ RiP ~P PLANT IKNESS WlFILTER FABRIC PLANTED W O.C.
tLAYMENT. ~ ~ i ~ ~ ' LLJ
MAINTENANCE - - - - - - - - - - - - - - - - REPLACE TOPSOIL, SOIL, f/2,~~ 6' <
Maintain the gravel pad in a condition to prevent mud or sediment from leaving ADD AMENDMEPITS, the constnaction site. This may require periodic topdressing with 2-inch stone. SEED AND PLACE ~
After each rainfall, inspect any structure used to trap sediment and clean STRAW AND MULCH ON it out as necessary. lenmediately remove all objectionable materials spilled, washed, DISTURBED AREAS. A E S ~J o J I - I ~ 3„ ASPHALT 1-19.06 3~~Mgk U2 -~~'Da Mi MULCH ON I ~ - DIVERSION 71ED TO - - 3:1 ~ AREAS ~ EXISTING STORM DRAIN - 0. 112
or tracked one public roadways. INLET ~8~~ - - a g - ~ ~=1
i
~o DEPTH oa~~ ~ o ~ o~ 8 I-III= ~ ~ o ~ COMPACT EXISTING SOIL ~ I cv ~ ~ I-
TO 95 /o ASTM D698 PRIOR i_ ~3' 4~ o ~ I ~ \I\ I - o i-1 I I I I 1=1 I I~ 8 -I 11=I I I I I 1=-
TO PLACEMENT OF FILTER ~ oo ~ I-III-I I
~ ~~J -i ~ - I ( FABRIC AND STONE ~ I, ~ -I ( _
Z 0
~ - SECTION T-IRU DIVERSION SEND OF FILTER ~ ~ ~I ~ ~ ~ ~I I i ~ ~ = ~ INGLESIDE DRIVE FABRIC rrLAU
GRAVELENTRANCE SHALL BE 50 FEET 6" MIN. VJ
IN LENGTH AND 20 FEET IN WIDTH w Z
0 CONSTRUCTION SPECIFICATIONS 0
WITH 20 FOOT RADIUS AT EXISTING o~g Clear the foundation area of trees, stumps, roots, loose rods, and other objectionable material. her C13
ROADWAY ~ ~y so.
o ~O ~~l 2. Excavate the cxoss section to the lines and grades aF the foundation of the of the
36'-0" MIN 4'-0" 10'-0" ~~o liner as shown on tltie plans. Bring over-e~cpvated areas to grade by increasing the thidmess of the liner or by backftliing with moist sal compacted to the ~e acing
0 density of the surrounding material. W
6° 3. Concrete liniings:
COURSE AGGREGATE g ' Place concrete linings to the thickness shown on the plans and finish them th them Q
2x'3 in a workmarrtike manner.
* Take adequate precautions to protect freshy placed concrete from
extreme temperatures to ensure proper curing.
8 i " Ensure that subgrade is moist when concrete is poured.
~ 2-3" WASHED STONE o 0 " Install foundat~n drains or weep holes where needed to protect against
uplift and piping. Ainst
i FI' LTER FABRIC ~ o ,~°j o
o°Oo~° 00~~• o Provide transverse (contracUon)1'oirrts to control craddng at approximatery 20-ft intervals. These joints may be formed by using a 112-(nch imately m
thick removable template or by sawing to a depth of at least 1 inch.
GRAVEL CONSTRUCTION ENTRANCE ° * Install expansion joirns at intervals not to e~cceed 100 ft.
N.T.S.
~ 12 min. 4. Rods riprap linings: Practice 6.15, Riprap
5. Place filters, beddings and foundation drains to line and grade in the manner s Place filter and bedding materials imm~iiately after slope preparation. manner aaration.
i or syrrthetic filter fabrics, overlap the downstream edge by at least 12
inches with tfie upstream edge which is boded a minimum 12" in a trench. See figure 6.14a, page 6.14.6. Space anchor pins every 3 ft. abng tl~e overlap. I. See C
Spread~ra nWar materials In a uniform layer. When more tlian one gradation is ation is auld
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE RANCE required, spread the ers so there is minimal mixing Filter mater(al should consist of at least 3 in of materf~l on all sides of Uie drain pipe. The drain : drain
j N.T.S. p~pe ~ auperfo~l tlidc~ b uoas dojo ~ridu~ of asy,~nc~te me~tai ~ materials ®tal,
plastic or other suitable material (Practice 6.81, Sub-Surtace Drajn )rzon
6. Pertam all channel ~wnshuc~ion to keep erosion and water lotion to a to a
minimum. Immediately upon completion of the d~annel, vegeta~all disturbed urbed o
' areas or otherwise protect Them a~g~nst sal erosion. Where gannet construction will take bn~r than 30 days, stabilize channels by re~hes. tstruction z
~q_IN_T_~~p~1C~~E A
i nspect~rhanrrels at regular intervals as weA as after major rains, and make repairs promptly. Give speaal attention to the outlet and inlet sections and other ke ~y .ebb osoeE ~I
t poir~ where concentrated flow enters. Carefulry check stability at road nd other oF~ S~
crossings and look for indieatlons of pipir~g scour holes, or bank failures. Make re~irs immediately. Maintain ail v~etatlon ad~aceM to the chanrrel in a healthy, Make a S s
vigorous condRion to protect the area from erosion and scour during out-of-bank flo LETPROTECfION RtP RAP CHANNEL DETAIL health y$ 03 5 g of bank flow. as ti
O ~O~C~o~O~"v0~~~~`'C)O~0 i / as es
O p000p~
X00000000 0 0 0 0 0 0 0 0 0 0 0 ~ ~~O , Qo~ ~O o ~ O 00 NCDOT #5 OR #57 HARDWARE CLOTH & GRAVfiL INLET PROT OHO ~o~ OHO washed stone
N.T.S.
O O ~ ~ CONSTRUCTION SPECIFICATIONS
~~~00~00000~~0~ ~7 ~ 1. Uniformly grade a shallow depression appr O O p~ 0 2. Drive 5-foot steel posts 2 feet into the groun p - ~~0'W permieter of the inlet a maximum of 4 feet apart. assion approaching the inlet. C: t--
~ the ground sixrrounding the inlet. Space posts evenly around the feet apart. > L a
000OOOOOO0oo0o0 3. Surround the posts with wire mesh hardwaz ash hardwaze cloth. Secure the wire mesh to the steel posts at the top, <
~O O p0 p middle and bottom. Placing a 2-foot flap of the wi p,~ ~Op OHO 4. Place dean gravel (NC DOT' #5 or #57 stone) ip of the wire mesh under the gravel for anchoring is recommended. 4-0
r #57 stone) on a 21 slope with a height of 16 inches around the wim, 1. EACH POq~~ L AVE A 3 INCH X S INCH `alai 00
~ Q O ~ and smooth to an even grade. 4a CULO O
p~ 5. Once the conh3bution drainage azea has bee ~ o po ~O O p0 O 0~ final grading elevations. MOUNTED ON~A~BA~KING OF ALUMINUM ALLOY NO NG rea has been stabilized, remove accumulated sediment and establish LESS THAN .063 INCH THICK CONFORMING TO ASTM °Z3 rr
B 209 /{LL~Y 6061 T6 OR 5052-H38. COLOR cc x C34 ~
~ p~ ~ ~ ~ 0~ ~,p~-,~_y, 6. Compact the area properly and stabilize ik c~Rc~~ ~P~~h'ao°c4~~4,-~:~~,'c~~44~0~~ pd~bw~ tabilize ik with ground cover. OF R~F~E TORIZED SHEETING SHALL BE YELLOW. M W
~r{i~,P On MAINTENANCE 2. REFLECTOR SHALL BE FASTSNED TO POST SIDE OPPOSITE WOODSLINE WITH A MIN ¢F a
L-9UU CiALVANILtU NAILb' YtK KttLtC:l VK. Lo CU -
c Inspect inlets at least weekly and after each signifi o£ any debris or other objects to provide adequate undercut the wire mesh during sediment removal. each significant (1/2 inch or greater) rainfall event. Qear the mesh wire 8' O.C.
a adequate Ilow for subsequent rains. Take care not to damage or PROVIDE 2 LOOP LL 0. Q.
nt removal. Replace stone as needed, 6~~ 6'k8" TREATED INTERLOCKING V TIMBER REFLE TOR LOCK(1PERINS NOTE 4" ID WASHER DE 2 LOOPS FOR LOCKING WITH HASP
i (1 PER INSTALLATION)
1/2" CABLE
r - 4 I'1 X' ~ 79-guage hardware cloth m ~ N
IVITH CABLE CLAMP,
(1/4 mesh openings) i SPACE INTERIM CA gL E C~LATMHPS 24 TO IPlSURE CABLE SAG DOES NOT 1.0" CABLE 2" AS SHOVIM. rESPNOT S 24' O.C. EXCEED
HOLE
i
NCD07 #5 OR #57
washed stone 2 PLACE REFLECTOR (c~ CEN ~ CABLE RUN BETWEEN POS ~ =1~1 H~ ~11-I I I~IiII i l~l l l-ITI Ill I I ~ k ' I-11 ~ 1~-~-IT ~ HOG RINGS ANCHORING OR @ CENTER OF VVEEEN POST WITH
i ,HORING
~I I.~ 3000 PSI ~111L1~~111~ I H I ~ ~ ~ l~ : I f I I I I~-III- i , REFLECTOR TO CABLE TH 3 h CONCRETE -`-~~=,1~,=, ~ii~~-~11!~~~~ 'I I ~ F~ DIA. HOES IN REFLECTOR. CABLE THRU 114
O O EFLECTOR.
o°o d'oo~o o°~ o oo°~o o~'ooa'oo 0 16„ N 'I I IIIIII~=111 II . I I I~~~,
o~ 'i I ~~i~lll 1=11~ ~_j~{ I I I k . I I I f-1I [
=~1- I ~ _ ~ I~~I I .
-III-III-III-III-III- fne~ 1=1 I I-1 11=1 11=1 11=1 11=1
III-III-) -III=III- I water 2' _I I - ~-III-III- a
iriii iii-ui- o
IIII~IIIIIIIIIII~IIIIIIIIIII~IIII ~ ~IIIII~IIIII~IIIIIIIIIII~IITIIIIIIIIII i 6" 6" 6" 71I-I I1=1I I-I i 1=1I1=1I1=1I I-1 i 1=1 I I-L=L=1U=1 11=1
~~Ii ~iTi~iTillli~illi~i~~
3 18"
j HARDWARE CLOTH & GRAVEL INLET PROTECTION :CTION POST & CABLE DETAIL
NTS SCALE 1 "=100" HORI.
N.T.S. BOOK NO.
SHEET
26 OF 30
A

Drawn by Benjamin R. Lennon
Checked
12"OVERLAP 4"TOPSOIL OF FABRIC COARSE SAND NOTES: A TRIALS MT David E Vaughn,PE,PLS
TRENCH WIDTH NOTES: 1, Use a synthetic faster fabric or a penriaus sheet qfi polypropylene, Reviewed J. REITZEL,PE,PLS
1. WRAP PERFORATED PIPE WITH FILTER FABRIC. NATIVE TOPSOIL RESTORED nylon, polyester, ar polyethylene yam, which is certified by the Date
PROVIDE 1.5 TIMES THE CIRCUMFERENCE.. _ . ~ m ~ Tp ORIGINAL GRADE ANp SEEDED 1. EXISTING TOPSOIL SHALL SE REMOVED man faC urer or su liar as conformin to there uirements shown in u t pp g q 1-10-07
n o o p~ 2. PIPE SHALL BE PERFORATED VI~TM 112 DIAMETER . ooOO . ~:...::.yR11TH WETLAND SEED MIXTURE. STOCKPILEp AND PROTECTED FROM the table below. CONTAMINATION AND SHALL BE
FILTER FABRIC HOLES AT 124 DEGREE ANGLES RADIAL FROM ~I I I`- ° ENVELOPE CENTER OF PIPE PLACED AT ON CENTER. / PHYSICAL PROPERTY REQUIREMENTS IN UNDEVELOPED AREAS BACKFILL REPLACED AS TOPSOIL AFTER UTILITY WENTS
00 INSTALLATI®N. S nthetsc filter fabric should contain ultraviolet ra inhibitors and REMAINING PORTION OF Y Y o ,,r TRENCH IN MAX 12"LIFTS i inimum f man h f x ed u le Filtering Efficiency 8510 (mina N
N - i stabil~ers to prav de a m p~ t s o e pact lab j / TO 95% MAX DENSITY, 2. ANTI-SEEP COLLAR SHALL BE PLACED AT THE o canstructian life at a temperature range of 0 to 120 F. . 1
W ~ ._.T.. 'r ~ ,G r M - / DOWNSTREAM WETLAND BOUNDARY AND A r Tensile Stren that Standard Strength 9 MIN. SPACING OF 150 UP THE GRADIENT UNTIL Strength >
s > ~ - wASHED o ~ o / ~ 20°Yo max. Elan ation 34 Ibllin in (min.) T E ILI EXIT THE WETLAND B NDARY 4-I h m r ine t ~ g / H UT N S OU 2. Ensure that pasts far sediment fences are either nc dla ate p ,
8 $ 6 PERFORATED PIPE .5 TONE" o °oo °ao ~ = Na 7 s ~ w1POLYESTER woVEN - ~I I I_....I ~ Q a .d. / UNLESS INDICATED OTHERWISE ON THE DRAWINGS. i. BACKFILL TO 18" ABQVlM PIPE 2-inch diameter oak, or 1.33 (bilinear ft steel with a minimum length of 4 W
00o SOCK. ...A -~---I 1 I-~ ~ ~ , ~ $o ,d....a~,;;, ° . i FOR A LENGTH OF 12"WITH Extra Strength ft. Make sure that steel posts have praJections to facilitate ''r CLASS B CONCRETE SPECIFIED 3. ANTI-SEEP COLLARS MAY BE CONSTRUCTED WITH 50 Ib/l'In in min. :ngtn CD co (min.)
oS 1$ MIN. _ tl . o r , . a+' 'a~ A tG ° ' ~ ' ~ / Qa o A' ~ ° d Y.. N E _ COMPACTED CLAY, CLASS B CONCRETE, PVC fastening the fabric. a , . a. a BELOW OR WITH WITH IMPERMEABLE
~ I ; , . /CLAY HAVING A SPECIFIC DISCHARGE OF QR METAL COLLARS. WETLAND CROSSINGS THAT -5 ARE DIRECTIONALLY DRILLED AND PERPENDICULAR Slurry flaw Rate Q.3 gallsq fklmin (min., i ftimin tmin.
UNDISTURBED _ ~ A I~III~ SOIL A 1 X 10 GMISEC OR LESS. 3. Far reinforcement of standard strength filter fabric, use were fence , WETLAND CROSSINGS THAT ARE OPEN CUT AND Q. F-
24" ° , =a ' I TH i with ~ mirnmum 14 guage and a maximum mesh spacing of 6 inches. A ~ LESS THAN X50 N LENG DO NOT RE4U RE ANTI-SEEP COLLARS. W
ANTI SEEP COLLAR SHALL EXTEND / r. A MIN. OF 18 ABOVE THE PIPE, ti CONSTRUCTION o
4 ~ ~ . GEOTEGHNICAL FILTER MEDIUM GRADE : " 11 •Z ' p' Q' . 12 MIN. INTO UND{STUBBED TRENCH WAL S CONTRACTOR SHALL PROVIDE SUITABLE • . ; L SPECIFICATIONS
DESIGNED TO FILTER L.._ ~ ~:rri- '7~r=i-_.::_-~~`r-~ ~ -~i-~ ~ ~ _ I 4 EACH SIDE AND 12"INTO UNDISTURBED FORMING (TO BE REMOVED) TO CONTAIN ~ TRENCH BOTTOM. CONCRETE FOR PROPER SHAPE AND F-° 01
i~ I I i~l I I~I I i I t._.._ I I~I i I_ DIMENSIONS. ~III_ 1. Construct the sediment barrier of standard strength or W
FABRIC REQUIREMENTS t ~ ~1 5. ANTI-SEEP COLLAR MATERLAL AND nt eta f I r fa ri 1~ extra stren th sy h c I to b cs g F-
PHYSICAL PROPERTIES TEST METHOD TYP. MIN. AVG 2 INSTALLATION SHALL BE APPROVED BY ~ MAX BEDDING MATERIAL SHALL NOT BE INSTALLED THE ENGINEER PRIOR TO PLACING AND Ensure that the hei ht of the sediment fence does not f MAX Z F- Z
` ASTM D-16$2 ~ ( } WHERE ANTI-SEEP COLLAR iS LOCATED. PRIOR TO BACKFILLING. exceed 18 inches shave the ground surface. (Higher fences 8 Z 0
I TENSILE STRENGTH Ibiin 94 i ma im aund volumes of water sufficient to cause failure a# s. coNSTRUCTIQN ANp SEEDING IN wETLANp Y p W U
ASTM D•1682 TI N o 60 CLASS B CONCRETE SPECIFICATI( TENSILE ELONGA 0 SPECIFICATIONS R HALL BE IN AC ORDANCE TH the StrUCttJre. A EAS S C WI
A MINIMUM CEMENT CONTENT SACKS PER MULLEN BURST ) SACKS PER STATE AND FEDERAL REGULATIONS AND r 3. Construct the filter fabric from a ContinuauS roll cut to the W Z
BURST STRENGTH PSI 234 I ( ) CUBIC YARD WITH ROUNDED COURSE AG COURSE AGGREGATE 0 THE OWNERS PERMIT REQUIREMENTS. 5. length of the barrier to avoid Joints. When Joints are nececeessary, . . J 0
FEDERAL TEST METHOD B} MINIMUM CEMENT CONTENT, SACKS PER CUBIC YARD WITH ANGULAR COURSE AGG SACKS PER t n e fter cloth oN at a su ort st with ~ . securely fas a th fi y pp pa COURSE AGGREGATE 5.5 Overla to the next alt. ~ ~,1~ ~ p p CO
ACCELERATED WEATHERING CCC T-191 METHOD 5$44 74 D a 544 HOURS EXPOSURE C} MAXIMUM WATER-CEMENT RATIO GALLON (STRENGTH RETAINS ( ) ATiO GALLONS _ =III=~ ~ ~ > Q
PER SACK 8 4. Su rt standard siren th filter fabric b wire meshfastened = 1=1 ~ . . . p~ ~ Y W QC
PERMEABILITY COEFFICIENT FALLING HEAD D SLUMP RANGE 4.24 1 secures to the u la side of the s assn hea duty wire = I ICI I I~ , rr u Y ~ ~ g "J , 2 To ~ 5ta les at least 1 Ir1C Ian or tie wires. Extend the wire mesh ~~1-= Ifl fii ll~ F-
I (75mm TO 25mmj support to the bottom of the trench, - _ ~ 1=111-i I I I t= I! 1= =1 I I~ w
E) MINIMUM STRENGTH - 28 DAY PSI CW-02215, U.S. SIEVE 74 MIN. FSI 2,500 I~i I I~I I I~I I I~I I I~I i I~I I I~I I I~I I I~I I I.
EQUIV. OPN G SIZE NO. EQUIV. 5. When a wire mesh su art fence is used s ace t a maximum of pp , p s~ 8 ft. apart. Sup art past should be driven securely Into the COMPACTED FILL <
ground to a minimum of 18 inches. Ul.
NO DATE REVISION PUBLIC WORKS CQMMISSION PUE NO DATE REVISION PUBLIC WORKS COMMISSION 8. Extra strength filter fabric with ~ ft, ost spacing does not
FRENCH DRAIN ANTI SEEP COLLAR FAYETTEVILLE, N.C, FAYETTEVILLE, N.C. u rt fence. a se ar wire th fis er fabric BAGKFlLL MIN 8" require wire mesh s psi s~ e t
DWG. N0. DWG. BY PWC DWG. N0. DWG. BY PWC direct to the acts. THICK LAYER OF GRAVEL lY p FIL FILTER FABRIC
• WATER RESOURCES i SHEET N4. SHEET N0. WATER RESOURCES 7. Excavate a trench approximately 4 inches wide and 8 inches deep
1 of 1 ENGINEERING DEPARTMENT 1 of 1 ENI DATE JAN 41, 2442 APPROVED BY T.S,S. DATE JAN 41, 2442 APPROVED BY T.S.S.. . ENGINEERING DEPARTMENT Ion the ro sled line of acts and u sla from the barrier. 5 a g p p p p pe A9I
I I D:IACADIPWGDETAtLSIFRENGH_DRAIN.DWG 14 D:IACADIPWCDETAiLS1RNTl SEEP GOLLAR.DWG 8. BaCkfili tkle $renCh With CL1mpaCted Sall Or gravel plated over the I o V
filter f~abriC. ~ -~I
i „~...m.~,,,~.....~,~~_.~~.,.~~....~._....., ~.w..M....._.. 9. Do not attach filter fabric to existin trees. ~ ' ' g .
,1= =1 =1 I I--1
12" MAINTENANCE NOTES. *1 11-1 t ~ IMI 1-I ~ 1 ~ 1~ ~1 :Ill ;III,;,tl
~I I I=1 i I Inspect sediment fences at least once a week and after each rainfall. Make any „
I 1. INLET PROTECTION SHALL BE INSTALLED $ fem. IN LOCATIONS AS INDICATED ON THE PLAN. required repairs immediatelY• V-TRENCH = I
3 2. CONTRACTOR SHALL PERIODICALLY AND AFTER EACH 111 t;!~I I I--~f
Should the fabric of a sediment fence costa se, tear, decom se ar become - RAINFALLEVENT REMOVE SEDIMENT AND OTHER p -I I i~l 111 11-1 I c ii) l I, i I I Iliil I Iii 4
1 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL WIRE SCREEN WRI pEBRIS FROM AROUND BASIN. ineffective, replace it promptly, SCREEN W PPED AROUND
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND IJO ~57~57't7lVE~ fi~57't7lVE~ SANDBAGS SHALL BE INSTALLED ADJACENT TO i INLETS ON SLOPES SANDBAGS SHALL NOT Remove sediment deposits as necessary to provide adequate storage volume for
7. ALL DISTURBED AREA5 ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND X / 1 BE INSTALLED ADJACENT TO BASINS IN LOW the next rain and to reduce pressure on the fence. Take care to avoid undermining
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT ' NO SEPARATE PAYMEN . DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ~ CONTROL HANDBOOK. ( T) AREAS. h rice durin cleanout. t e fe g
~ NAIL TRAFFIC coNE To PAVEMENT QN
I P IN TH ITY ONE ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED 2. THE CONTRACTOR SHALL NOT FY PLAN AP ROV G AU 4R F EK PRIOR TO SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED. WEEK PRIOR TO THE PRECONSTRUCTION CON ERENCE, ONE WE DOWNSTREAM SIDE OF SANDBAG OR INLET Remove all fencin materials and unstable sediment de assts and brie the area to g p g
V TY A D NE WEEK PRIOR THE COMMENCEMENT OF LAND DISTURBING ACTT I , N O grade and stabilize it after the contributing drainage area has been properly 4 z
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN TO FINAL INSPECTION. APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING Stabilized. afis
OUTLET. SANDBAGS BI 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED ,,,,,,,,,,,,,,,f,, SANDBAGS B YoND To y,,CA U
PRIOR TO GLEARINGAND/OR LAND DISTURBANCE. I3IVERT WATE 14. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES r ON SLOPES / DIVERT WATE TO BOX ON SLOPES
PERIODICALLY AND AFTER EACH RUNOFF-PRODUCING EVENT. ANY PY F THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND 4. A CO O NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF ~ NTS
PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. SEA
MMt:NC[NG LAND DISTURBING ACTIVITIES IN AREAS OTHER 5. PRIOR TO CO 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY 3101
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO t TIN R A F I CONTRACTOR ONCE STABIL ZA 0 0 SU F CIENT GROUND COVER HAS Ilk
R STORAGE AREAS THE OFF-SITE BORROW OR WASTE AREAS, STAGING O j~ BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. NO SEPARATE C
CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION PAYMENT . NCDENR'S FINAL APPROVAL IS REQUIRED. CONTROL PLAN TO THE OWNER FOR RE1fIEW AND TO NGDENR REGIONAL fig!
FEE RE UIRED OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL S Q 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT
' N TALL NECESSARY MEASURES AT NO SEPARATE PAYMENT, AND SHALL I S ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION I THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY 5 MAX. ACCESS LOCATIONS 1NT0 NON-PAVED AREA. (NO SEPARATE PAYMENT}.
OF THE AMENDED PERMIT. 12" HARDWARE i~LOTH ~.~=-=:~W P D ~7OUND ~ ~ WRA PE A ~ r
R DRAINAGE:»WA N 13. WHEN CROSSING CREEK 0 Y, THE GO TRACTOR SHALL SANDBAG5 BEYOND TO 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY N0.57 STOP'E ~ 0
RIRRAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE DIVERT WATER TO BOX A DITiO L EROSION CONTROL MEASURES NECESSARY TO PREVENT D NA SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. ON SLOPES `y ~ .
EROSION AND SEDIMENTATION A5 DETERMINED BY EITHER NGDENR OR THE DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. °x o~ i > rM] 1
. ENGINEER. NO SEPARATE PAYMENT . ( j I T W 00 Ce)
I ~
} H t IH FLOW . I SIL T SACK Lr) C)
i EXIST. BOX >T. BOX S` zl : pETAIL ~00
n T dl5SHEET n ca x (y~M'j0101141~i /II~~I~ . ® EMI S

MD ¦
NO DATE i r_e~ie~eq coneinw~ ~c?, an ~einr~ttr r+n~e~?et~~~n~s REVISION n~ ~a n~ ir+ ~nrnev c+ rn~~p~ire~n~E NO DA'T'E REVISION _ U~') P'sn
{ vc~r~~v~a. ~.a~vviv?~ rVD4.tV YYWi~'\fwV VVIYIIllIIVVIVIM rva CATCH BASIN INLET PROTECTION rvp~.~v vvvRr v vv~v~4viru~u~v~v r r CCS ~
AND SEDIMENT CONTROL NOTES FAYETTEVILLE, N.C. FAYETTI~VILk.E, N.G. < . q... . U. r~ D
DWG. NO. DWG. BY PWC DWG. NO. DWG. BY PWC ,a CURB
. r WATER RESOURCES SHEET N0. • 1 SHEET NO. ' 1 OF 1 ENGINEERING DEPARTMENT 1 C?F 1 ENf WATER RESgURCES oP~N+NG 1" REBAR FOR BAG
DATE JAN 01, 2002 APPROVED BY T.S.S. DATE JAN 01, 2002 APPROVED BY T.S.S. i ENGINEERINt~ DEPARTMENT REMOVAL FRAM INLE~f °
D:WCADtPWCDETAILStEROSION NOTES.DWG ' _ (REBAR NOT INCLUpEp) ..0 4~, r./.V"1\/(1411{'~YY41QC1/'1~L47~1/!i7 ~f~l~~i ~~®11V~~Vltl.t/VY\7 a..
oPrIONAL ov~RFLOw

T ACK~ SIL S FOAM SPED: FICATICINS SILTSACK d
Y, i z
N~TE~ THE SILTSACK FABRIC TWAT Mf WETLAND CONSTRUCTION REQUIREMENTS THE SILTSACK ®W1LL BE MANUFACTURED FRGM A WOVEN PGLYPROPYLENE p FABRIC TWAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS. DUMP LQQPS EpT
G h~ (REBAR NOT INCLUpEp) ` 4 w
1. CONSTRUGTION LIMITS/CORRIDOR (INCLUDING ROADS AND STOCKPILE AREA) TO A MAXIMUM 40 FOOT WIDTH OR AS ~~-~LOw SILTSACK (E'OR AREAS OF MODERATE TO HEAVY PRECIPITATIGN AND RUN-OFF)
REGULAR FLAW SIl_TSACK ~ INDICATED, VIMiCH EVER IS LESS. { (f OR AREAS Nf LOW T© MpDERATE PRECIPITATINN AND RUN-QEF) ya 3ND RUN-GEF)
2. POST GONSTRUCTION GROUND CONTOURS AND ELEVATIONS MUST BE RESTORED TO THE ORIGINAL ELEVATIONS. PROPERTIES TEST METHOD UNITS a° . °
PROPERTIES iESi METHOD UNITS 3. THE TOP 6" TO 12" OF THE TRENGM SHALL BE BAGKFILLED VViTH THE TOPSOIL ANDfOR SOIL EXISTING GRAB TENSILE STRENGTH ASTM D-4632 265 LBS GRAB TENSILE ELONGATIQN ASTM D-4632 20 % ~ cc
GRAB TENSILE STRENGTH ASTM D-4632 PRIOR TO CONSTRUCTION. GRAB TENSILE ELONGATION ASTM D-4632 TM D-4632 300 LBS PUNCTURE ASTM D-4833 135 LBS ~ ° ~ ~ ~A. TM D-4632 20 % MULLEN BURST ASTM D-3786 420 PSI ~ a 'v
PUNCTURE ASTM D-4833 4. EXCESS MATERIAL MUST BE REMOVED TO UPLANDAREAS AND DISPOSED OFOFF-SITE. TEMPORARY NfULLEN BURST ASTM D-3786 TM D-4833 120 LBS 7RAPE20ID TEAR ASTM D-4533 45 LBS ~ a TM D-3786 800 PSI UV RESISTA.dCE ASTM D-4355 90
A EZOID TEAR M -4 PLACEMENT/STOGKPILE FOR ABSOLUTE MINIMUM PERIOD OF TIME. UV RESISTANCE ASTM D-4355 TM D-4533 120 LBS APPARENT OPENING SIZE ASTM D-4751 20 US SIEVE SIDE wow iNStaueo TM D-4355 80 % PLOW R T ASTM D-4491 200 GAL/MIN/SQ FT ~ o AE
APPARENT OPENING SIZE ASTM D-4751 5. DISTURBED SLOPES AND STREAM BANKS MUST BE STABILIZED IMMEDIATELY UPON GOMPLETION OF THE r"LOw RATE ASTM D-4491 TM D-4751 40 US SIEVE PERMITTIVITY ASTM D-4491 1.5 SEC -1 ° ~ TM D-4491 40 GAL/MIN/SQ I'T
UTILITY LINE OR IMMEDIATELY AT EACH STREAM CROSSING. PERMITTIVITY ASTM p-4491 i TM D-4491 0.55 SEC -1 ~ ~ `Q ezP~NS+oN Q RE5TRAINI' 2
V i TO GI CO STRUCTION. 6. NOTIFY DISTRICT ENGINEER AND RECEIVE WRlTTI:N APPRO AL PR OR BE NNING N ~ a• Q..
11 l -ARRANT SIB T~SAC:K®
7. INSTALL ANTISEEP COLLARS EVERY 150 FEET OR AS SHOWN ON PLANS. (FOR AREAS WHERE THERE IS A CGNCERN FOR GIL RUN-GFf GR SPILLS)
i H( 10 FEET OF STREAM. 8. NO FERTILIZER SHALL BE APPLIED W T N 6:.:.f a
DEPENDING ON YOUR PARTICULAR APPLICATION, THE SILTSACK CAS! BE MADE FROM EITHER ONE OF THE ABOVE FABRICS WITH AN GIL-ABSORBANT PILLOW INSERT GR, p
T T WITW STREAMS. 9. NO FRESH CONCRETE TO BE IN CON AC r~ MADE COMPLETELY FRGM AN GIL-ABSGRBANT SILTSACK ,®WITW A WGVEN PILL04l INSERT, p"
LNG SHALL BE (N AGGORDANCE WITH THE SPEGIFIED MIXTURE FOR WETLAND AREAS. 10. SEED INSTALLATION DETAIL
i
~ NO DATE REVISION SCALE 1 "=5p' HORi. 1 "-5' VERT.
t PUBLIC WORKS COMMISSION WETLAND CONSTRUCTION REQUIREMENTS FAYETTEVILLE, N.C. HIGH ~LaW SILT SACK
4 i NTS BOOK NCO.
D . BY PWG DWG. NO. WG SHEET
WATER RESOURCES SHEET N0. 10F 1 E ENGINEERING DEPARTMENT
DATE JAN 01, 2002 APPROVED BY T.S.S 2 5 OF 3~
D:tACADtPWCDETAILStVUETLANp NOTES.DWG
___w__.

Drawn by
BeNamin R. Lennon Checked
David E Vau hn,PE,PLS
CaNTRACT®R SHALL SAWCUT dCISTING PAVEMENTALONG SEWWIARMAIN fN Reviewed
HARGROVE CQURT (1d' MAX PAYMENT 'Z. J. REITZEL,PE,PLS
WIDTHS AND ALONG SEWER LATERALS(6' MAX PAYMENT WIDTH), BASE B!t) PATCH Date 1-10-07
A `ti tX~ SHALL BE PERMANENT PATCH. ALT. BID
SHALL BID TEMP IN LIEU OF PERMANENT
.y V PATCH (NO OVERAGE ALLOWED). 4~~ u
d >
i j 1 i c~ r 0
I 1 ~ 1 ~
F CONC. r.. t > 5
229 INGLESIDE DR 41+45 FF lT. 273 4 I ~ MAINTAIN 1d' MINIMUM STF STRIP TOPSOIL, STOCKPILE, u
~ 70" FRONT 269.8 ~ ~ ~ 7544 OVERBROOK DR 100' REAR 269. ~ z HORIZONTAL SEPARATION NS' BE:TWE:EcN SS AND WATER AMI NSTALL LATERAL, ADD Co AMENDMENTS TO TOPSOIL,
x w Fes'-"`'-`~ { ~ 1 ~ z 7542 OVERBROOK DR SEE ~,c~ \ SEED DISTURBED TURF
13 ~ I 7538 ~ ARE ~ j 1+00 NARGROU ` FF LT 270.28 SIM AREA WITH SEED MIXTURE SIMILLAR TO EXISTING LAWN 0..?
12 7540 OVERBROOK pR FLT 267.82 ~ FRONT 268.$ ~ ANj 9 'FRONT 268.1 REAR 268.8 AND CRIMP IN MULCH.
`r STA 41+45 1 ~ ~ t 11 'REAR 267.9 / Z
TOP 269.$ 11 E iNV 264.Q 63 ~ 7538 OVERBROOK DR I 45 21s 0 Tmo 0
r.._._,.____.__.___ - ~ 1 x - ~ ~ ~ ~ 41+55 FF RT. 273.37 ' I ~ _ \ ra /
I pr's ~Ll 55' FRONT 272.2 ~ 753fi OVERBR00 r ,c~Q+ eL 75' REAR 272.8 10 753fi OVERBROOK DR w.t ~ \ ac ~ t~j 0
OQ 6 ' 1 +4D FF LT. 272.72 l , ~ ~ ~ 70' FRONT 271.7 ~ 9 ~ ^ ~ ~ W q~ ~ 7534 7534 0 W as
~1 •00 ~ 100` REAR 272.8 2+30 FF LT, 275.12 t ,,.-~R ~I ~ 2 ry I ~ 1A~ MN tt~4 ~ Q 4 N ~~Q ~ FF LT FF LT 270.85
~ STA a+OQ = 70' FRONT 272.1 ! ~ coNC. Y~ ` ~ 40+4 iNGLE DE I 110' R 273.4 40+35 FF LT. 268.4 ~ SI d O '3 5 `~E r'" C) > ~ 4 ry FRONT \ ~1V.263.57 z ~ REAR FRONT 269.1 REAR 269.0 Z uj
221 INGLESIDE DR ~ C1 ~ 70' FRONT 265.7 ~ ~ d• © ~ 3+15 FF LT. 276,70 i ~ ~ ~ ~ ~ ~ 70' FRONT 273.5 SA MH ~ is 7534 OVERBROOK DR ~ ~ ~ ~ l s~, STA d+dd = 34+~0 o r ~o
110' REAR 265,5 ~ ~ ~ N N ~ Q A, r" A 100' REAR 274,2 I © ~-pa Np~ served 7532 0 RBROOK DR ~ INGLESIDE z > CROSS UNDERGROUND 0
~ ~ v ~ ~ ^ • n ~ 4+15 FF LT. 276.98 a r ~ ~ N tv 4 SS LAT. (TYP.~ \ N ~ 70' FRONT 274.a LT. 7 . ~ X70` " l r 274.8 7 1 ~ ~ NARGR ELEC. IN ACCORDANCE
n ~ ~ ~ N 100' REAR 275.2 EX. SAN MH ~ ~ t t OUE COURT 2 275.2 ~ i t g m 1 I RIM 275.61 ~ i ~ - *ATM NEC.-(TYP:) -Ne- W
S A4p 4Q- TA.~ST~~__~, Q ~ a + n. r. TGP 265.6 ~ 'A~ yyyy~~'~.~~`,~., o N N ~ ^~ct~ eL 4 5+63 FF lT. 277,96 INV. 261,6 ~ t i ~ C 70' FRONT 275.76 A ~ l e QI ) ~ R I ~ Srq , N MN e SEPARATE PAYMENT J
INV26a.5 ~ 34 ; n , x Q ~ ri tq 1 b 33+61} r ~ ~ ~sA ~ roe 266 t s 1~7a UGE SWOMM swam o,) > LL
~ ~ N N t~ AN MH n 'Q' 4 4N MH ?~v2s1.r ~ i ~ ~ a . p MAINTAIN 1d MINI UM ~ / v ~ ~ ~ ~
~ „ DAhr~ x tI} ~ w ~ MAINTAIN MIN.18 ~ w ~ a ~d5 ~ o , t " + cc o ~ ~ 9 w ~ ~ HORI ; 4 SS LAT. (TYP.~ tv ~o z F ZONTAL SEP RATION ti ~o ~ ~ N N ~ r ~ e( Q. N iS3 ~ FRC W 0 F RT 269.04
° o° 40 00 ~ SEPARATIONS ao 0 ,F M ~ ~ , ca ~ KL BETWEEN S. AND ATER ~ w t ~ H 0 > ~ d„a REA r ~ ~ y ~a , ~ ' t TIfaE ti 2 2 ~ 0 y ,s FRON 265 REART266 09 / i Q.
caNC. BETWEEN TOP aF SAN, N N ro ~ ~ ~ SEWER A M k a ~ ~ ~ ~ ca \ ~ w ~Yp) 2 2 ~
225 INGLESIDE DR i ~ r ~ ~ Q ~ + ~ ~ ' I ~ r ~ ofWATE ~ N cg U ~ ~ m o ~F \ w 0 \ n " ~ ~ 1+20 HARGROVE I 7535
9+30 FF LT. 266.7 ' et'q N o ~ --"~10:gn 7 'FRONT 263.3 +20 OVERBROOK C? ~ ~ ~ Q ~q ~ FRT. 268.06 ~ M 2 + i~, a ~ STRIP TOPSOIL, STOCKPILE, z , \ m INSTALL LATERAL AD[} / FF RT 267,32 I ~ \ ?r/ 50' FRONT 267,0
1 0' REAR 263.3 0' FRONT 268, N N G~ 226 INGLESIDE DR ~ Q Q N ~ 5 REAR 268.1 ~ F. c~ ~ ~~'r~~7°' a ~ 40 > y ~ ~ p 9 AMENDMENTS T4 TOPSOIL, (j 75' REAR 266.5 ~ ~ 2A~ I.
i ~ Q p) r` C7 ~ ~ ~ + r. ~ G x i a r SEED DiSTURE3EAD TURF ~ ~ ,eta J , s s AREA WITH SEED MIXTURE; S ~ - DC DO NOT DISTURB
1~ 1 mNU~ ~ 2+0 FF RT. 271.05 ~ 4 N ~ ~ c O ~ FF RT 267.08 \ DR sIMILIAR Fx I ~ r A TO IST NG LAWN FRONT 265.4 \ DRIVEWAYS. REPAIR
~ STA 39+30 70' RONT 269.5 ~ Q ~ k• a TaP 263,5 ~ CONC. 10D' REAR 268.7 ~ ~ ~ ~ 7539 q ~ o o AND CRIMP IN MULCH. F REAR 264.6 u~ vI~ ~ ~ ~ X15 FF RT. 277.52 ~ , STA 32+8 RAMAGE DUE TO C STRUGTION. NO
I ~ ' I 2+9D FF RT, 272.07 ~ o ~ Q 70' FRONT 276.0 ~ T©P ~6j.~j SE +A N :coo x ~ ~ Ti ~ is jNV 264.5 I SE RATE PAYMENT ro
I 1 70' FRONT 270.3 REPAIR ATER LAT 100' REAR 269.6 DISTURBED BY R ATER LATERALS a ~ ~ a ~ ~ 41 ~p ~ ~ RBl~'D BY F- ; ~ ~ 208 I GLE5iDE OR 41
3+85 FF RT, 273,60 ~ 7 ' FR NT CONSTR GTION. 39 00 ~ 0 0 270.6 SAN MH 3.5 R ~ REAMOVE FIANCE AS i`R GTiON. I 6+15 ~ 6+85 ry 39 7529 OVERBROOK DR Ri. 66.64 NECESSARY FOR m
CONC. i 1 DO NOT DISTURB 100' REAR 270,4 SEPARA E PAYM N I ~ ~ DRIVEWAYS. REPAIR 7A E PAYM NT 2+ao FF 4 ~ ..r... CONSTRUCTIDN, REPLACE kCE
~ 38+35 FF LT. 2 4.55 ~ 7541 OUERBROOK DR 223 INGLESIDE DR DAMAGE DUE Ta 75' FRONT 261,8 coNC. CONSTR CTI N. N 5+35 FF RT. 276,Oi ~ 75' FRONT 26 .5 i +30 FF RT. 276,78 105 REAR 26 .4 TO EXISTING OR BETTBR 70' FRONT 274,0 "0' FRONT 275.1 ~ c~ I CONDITIC?NS. PROVII3E R
105' REAR 261 ~ ~ ~ a p ' SEPARATE PAYMENT TEMPORARY FENCING AT kT
16 I t ( ~ I ~ 224 INGLESIDE DR 7539 OVERBROOK DR . EDGE OF EASEMENT TO i
7535 8+25 FF RT. 266.5 ~ ~ ~ I SECURE PREVIOUSLY 7535 OVERBROOK DR 533 OVERBROOK DR ^ FENCED AREA.
STA, 5' FRONT 263.3 1 ] 1 7537 OVERBROOK DR 19 20
TOP 262.2 05' REAR 263.5 x ~ - ~ INV 257.7 STA 38+25 G
TOP 262.4 CONTRACTOR SHALL SAWCUT--
' INV 257.4 EXISTING PAVEMENTALONG 5 N
SEWERMAIN IN OVERBROOK CONTRACTOR SHALL PAY f DRIVE 1 p' MAX PAYMENT IMDTH TBM
~ } ANY AND ALL CQSTtFEES ' AND ALONG SEWER LATERALS 6' E'(' , INGLESIDE DR. SEE H ( c Ta suPPaRT POLE S EET 14 CQTT®N SPINDLE N SPINDLE
I MAX PAYMENT WIDTH}. BASE BID AND SMALL BE PATCH SMALL BE PERMANENT RESPONSIBLE FOR ON BIC ~di
PATCH. ALT. BID SHALL BID TEMP IN REPAIRIPAYMENT TO WESTSIDE OF 5d 0 5d' 140 INGLESIDE: C~ INT. IDE OF IDE a@ INT.
UEU ar: PERMANENT PAT CH (Na UTILITY aWNER FOR Wr HARGROVE CT. 0' EL. 266.74 GROVE CT. c
OVERAGE ALLOWED • DAMAGE DUE TO TBM #11 CONSTRUCTION(iYP.} 70 z
RR SPIKE IN g1C ON
NORTH SIDE aF FOR LEGENj) SE:E SHEET 2 .
PADDLEWHEEL NEAR 3 FOR NOTES SEE SHEET 2 & DETAIL SHEE?S.
END 4F P V M T A E EN SE L
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)1+70 j
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285 • ,275 > Lo
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275 SERVICE ,'265 LL Q. CL
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SEWER
WATER SE ICE F)
270 " ~ a.~ ~
A, 260

WATER SE VICE ' fl t
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1 "-5" VERT.
BOOK NO.
245 .,~,„4,,,„„n~„~,,. .,m,~...4.,,,.,,,..,~,d„R ~,m,a, ~.....~.........a.. -«.-,.........-w--~._.,... ~«...,b„~,~,..,.~.. m..M ...............~,M..,_..,.,,M.,», 235 SHEET
~ e, + + + a oa ~ ao ~ oa ~+aa 4+a + a ~ ao a as z+ao
24 OF 30
-

Drawn by
Benjamin R. Lennon Checked
David E Vau hn,PE,PLS
Reviewed
J. REITZEL,PE,PLS Date
4 1-10-07
t
Q 5.
04
GONTRAGTOR SHALL PAY 1
ANY AND ALL COSTtFEES ETG. TO SUPPORT POLE 8p
AND SHALL BE ~1
RESPONSIBLE FOR REPAIRlPAYMENT TO W
1:FR~ OuUNER FOR INGL,E v~
SIDED DAMAGE DUE T SEE o~--_.. 4 SNEI=71 CONSTRUGTION(TYP.}
^ W
1 - 7542 CUFFBOURNE DR ~ 7540 CLIFFBOURNE DR W
~ 7538 CIfFFBOURNE DR i 7532 CUFF90URNE OR 7530 CUFFBOURNE DR , \ . DR 7536 CIiFFBOURP : DR 7534 CLIF "i .OURNE DR I 7528 CUFFBOURNE DR z
' ASPH. bq 12 I I J ~ 6 I ~ 0 ~
i ~ E,- A5PH. 1 11 I 1 I ~ I Dq NOT DISTURB ~ EX, SS MH
2 2 INGLESIDE 0 ~ p i i DRIVEWAYS. REPAIR RIM 271.49 DAMAGE DUE TO INV. 259.16 z
~ 1+10 CLIFFBOURNE I ~ GATGH IN INLET' FF LT. 265,44 1+75 FF LT. 267.24 CONSTRUCTION. NO
PROTECT ON Wt 60' FRONT' 263.8 70' FRONT 264.4 I HIGH FL0 SILT 90' REAR 264.1 110' REAR 264.0 2+70 FF LT, 210.25 SEPARATE PAYMENT i L 0 WIMMMM U. W
' 75' FRONT 267,2 s ' STA 37+39 ~ SACK(TYP} 105' REAR 266.s I SEWER I~TERAL N/ I 1 I
I TOP 261.2 3+5s FF LT. 271.36 I I TRIP T P I STOCKPILE . ~ +30 F LT. 2'1 .98 Q SQ ' I 8+05 FF lT. 275.58 a F 5 I STALL LATE ADD z
~ INV 256.5 C/B ~ 281.29 I 70' FRONT 268.1 I G/8 T~ 281.17 18' (2tF ?58.60 I ' 1 ' R R 18 8J 258.36 ~ ~ , ~ 00 EA 268,2 I $0' FRONT 273,9 70' FRONT 273.7 5+55 FF i 274.01 6+50 FF LT. 274.50 110' REAR 273.9 100' REAR 273.,5 MENt3MENTS T© TOPSOIL,
~~~t 18' ~ 256.1$ r CC h• I P„ t~1 CV n 24 ~ WY It6i C/B TOP 28154 N ~ + co ~ c~ N 4 S$ LAT. 4+60 FF LT. 272. ~t 80' FRONT 71.4 75' FRONT 272.4 EED DISTUR TURF 10+2 fF LT. 275J 75` FRONT 269.9 115' REAR 70.9 105' REAR 272.6 Cr) W
24 OUT 25&12 261.84 a N ~ ~ Pt~P. IiNE 561258.85 25x,65 M N a > ~ a " ~ N (1"YP.} 18 OUT 258.66 ~ 1,,, Q ? ~ ~ REA WITH SE D MIXTURE 60' F ONT 273.3 105' REAR 270,2 IMILIAR 7o ISTING LAWN aD' R R I ~ W lo~
STA 36 92 a ~ 0 z + N I 61.1 ~ v~H., > "~ti~ I ~ cv r- R PIN LCH. 1 ~ N Cy AND C IM U I p N I h
TOP 2 a 6 w ~ ~ a N wv ~ iNV 256.0 _ = w'--- U ° . ~ 0' 287.52 I tf~NN ~ ~ N~ G*pNtD x th ~ Q I d' ~ ~ ~ Q. N > . 0
_ _ ~ ~ z I ~ ~ - .,~1~_,---- a • INV. 266.59 + t4 r; wV lei _ " N ~ c4 M N w Ua M Z CA F- o r- 11187 WV RFI`I 'ch N N WV RBN Q LL h 0 7 ~ W A ~ INU. X88.60 > W
280.78 12` ~ ~ a 300`=8" SS~ _ ~ r- > ~ 4. .84 a,. 0 Z ~ U? F• Z ~ - ~ ~ ~ 270:68 p~ ~ th ~ o a A 8 W i1~11.288.17 W 0
iNV. 7 / \ o ~ 0 ~ STI. G - ~ 0
F- W
I SAN MH 3 R ~ cv ° ~ SS ASPH. ~ t0 ~ p7 u? ~ ~ . sra o+ao = T ~ ~ + ~ ~ o o o _ ° p 2 SIt. G ~
36+77 ~ Q a cv ~ ~1 ~.--~S9-i S r n
~ C/B TOp 26148 0 > 7 INGLESIDE x ~ h- N 0 z N ~ N ao t5 OtJT 258.98 CONTACT CITY w - I N ~ ~ a ~ ~ ~N .SSMH U.
STA 3+00 ~ a a ENGINEERING RE .FOR ~ o a N ~ -°I SAN MH 9 ~ R!M 271.44 ~ ~ ' A ~ 0 rn Y' } INV. 258,67 ~ ~ z < v A N ~ STA S 48
i cv I t 1 PEGTION OF S1fO REPAIR WAT R LATERALS
D IN PRIOR TO AND DISTURBED I ~ A ER S.D. CR0 51NG P.} gNSTRUCTi N. NO 5 5 rn ~~D ~~w SANMH7.5R ~
~ ~ 1+65 FF R7. 26729 EPARATE P YMENT ~ ~ d ~ N ~ ~ ~ * STA 5+65 ~ o I ~ SAN MH 7' R ~ ~ ~ MAINTAIN 10 i d i~t°~ op MI I I
ASPH. 70' FRONT 264.7 ~ 105' REAR 265.1 z STA 4+35 ~ I 9+80 FF RT. 274.53 I HQ I~ONTAL 70' FRONT 272,5 r.7 m
I ~ i 1+20 CLIF BOURNE 3 ~ ~ I I , I I SE ARATION 100 REAR 272.5 7+15 FF RT, 273.$$
CONC. FF RT. 26 .54 I 3+15 FF RT. 274.0 N 70' FRONT 263.5 ~ 60' FRONT 267.6 aE h+ I 6+95 FF RT. 273.58 I $ EN SS I 75' FRONT 271.5 70' FRONT 272,3
110 REA 264,3 85' REAR 267,6 ~ I 257 LOUINGTON DR ~ 5+90 FF RT. 272.61 110' REAR 271.9 AN WATER ~ ~ I 100' RFAR 271.2 5+60 FF RT. 271.,16 80' FRONT 270.4
1 80' FRONT 270.0 110' REAR 270.4 I 105' REAR 270.1 8+70 FF RT, 274.02 I 6
STA 35+2t~ 2 - r TOP 265.2 218 INGLESIDE DR lo' FRONT 272.5 I 100' REAR 272.2 I
7541 CLIFFBOURNE DR INV 261.Q I I ~ ~p 7521 CLIFFBOURNE DR
IN GLESI I DE I 8 ~ 12 11
SEES HEEr ~ -~..A____.. 4 I 7525 CEIFFBOURNE DR 7527 CLIFF80URNE DR
7529 CUFFBOURNE DR 0
CONTRACTOR SHAL SA EXISTING PAVEME ALA COR SHAL SAWCUT - 7533,. CLIFFBOURNE DR 7531 CEIFFBOURNE DR ~ ~AVEME ALANC'+ 7.35 CLiFFBOURNE OR , "
a ~ SEWERMAIN IN GUF BO IN IN CUF BOURNE DRIVE _
(10' MAX PAYMENT D7 ALONG SEWER l.A RAI 4YMENT qTH) AND _ ~ - WER LA RALS(6' MAX _ - ~
' PAYMENT WIDTH . i JUIDTH). CM
SHALL BE PERMANENT I z 91D SHALL BID TEMP IN I PERMANENT PATCH. ALT. BID TEMP IN LIEU qF TBM ~
PERMANENT PATCH NO dT PATCH NO OVERAGE BOLT NEAREST "M" IN MUELLER ON
} ALLOWED , ' F.N. ~ INT. OF 0 z
CLIFFBOURNE AND
3 LOVINGTON 5' EL. 270.61 Ito
I
50' 0' S0' 50' 100, Q SE L •
031
i 0'
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f ' F R N T E H ET 2 AIL HEEI"~ 0 o ES SE s E ~ DET S ETAIL SHEETS.
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1 o+oo ~ +oo ~+oa ~+aa 400 ~+oo s+oo 7+0o s+oo o+oo ~o+oo ~~+oo
i 23 OF 30
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Drawn by
Benjamin R. Lennon Checked
David E Vau hn,PE,PLS
Reviewed
J. REITZEL ,PERLS
Date 1-10-07
9 9 1
G 3 8 D A N
CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG SEWERMAIN IN ..l M
RAMONA DRIVE 10"MAX PAYMENT > W
WIDTH AND ALONG SEWER LATERALS 6' W
BA BI AT H MAX PAYMENT WIDTH), SE D P C SHALL BE PERMANENT PATCH. ALT. BID caNTACT CITY 1
SHALL BID TEMP IN LIEU OF PERMANENT ENGINEERING REP. FOR 1
PATCH NO OVERAGE ALLOWED). ~ INSPECTION OF STORM 7606 SABLE DR
` DRAIN PRIOR TO AND ~f AFTER S.D. CROSS1NG(TYP.} CROSS UNpERGROUNp CL z
'y ~ ELEC. IN ACCORDANCE WITH NEC. (IYP.) NO ~
~ Cp SEPARATE PAYMENT f W ~ - r"" z Cry
' _ G - ° ~ ~ 0
215 RAMONA D 223 RAMONA DR G a ~ ~ ° 243 RAMONA DR
219 RAMONA DR ~ 47 C1 235 RAMONA OR ~ ~ z
i j 46 45 ~ 7601 JENMNGS LN I ~ I 5~ ~ I ~ 44 REPAIR W TERALS t""~ rn DlsruRB BY ~ 0 W W
~ I CONS UCTION. N 8+00 FF LT, 267,62
• t+45 FF LT. 24 . 9 ~ SAN MH 'FRONT 247,5 SEP TE PAYME 75' FRONT zs6.1 z U.
E 1 'REAR 246.2 3+25 FF LT. 24%.38 STA n+nn = 2+35 FF LT. 248.87 f 70' FRONT 245.8 5+ 0 FF LT. 254.?.0 i FF LT. 26.4 05` REAR 265.0 75' NT 258.3 6+ 0 70' FRONT 267. ~ MAINTAIN MIN,1 " W 0
_ 8+57 JENMNGS 70 FRONT 246.0 100' REAR 244.1 ~ 100' REAR 244.3 115' R 253.9 I 105' REAR 26 .9 ~ 41 S'f0ri~i ~ VERT. SEPARAIiON ~ <
MAINTAIN 10 iNIMU I CATCH BASIN i LEl' I ~ IZONTAL 5 ARA1'I N PROT ! ~ ~ BETWEEN SAN. SEWER t5" 8i 247,33 " E R I AND WAr R (TY) 7602 SABLE DR W
taA 249 ~ B EN SS AN WA I ~ ~ .g ~ HIGH FLOW SILT ~ o r^~Y~4s. _ ~ 15" AV H 249.68 " ~ ~ t5 NE'iT 246,73 WV ~
2 SACK(TYP) ~ ~ ~ SAN MH ~ 266.56 " ~ SAN MH 9~,, ~S6 ~ ~ SAN MH
7581 JENNfNGS LN g~.pp F lT. 256.07 ~ r ~ _ Gf9'ICW' 251.44 ' 1,0 ? ~ 151(248.18 STA 3+47 STA 6+37 A 268.4Q A 7+72 CUi6~t (tY~.j a,~
55 7o FRa,T 25 ~ "~'248.t5 ° WV`Rilir _ _ 18 ~ ti 100 R AR 252.0 ` o - _ m 1 ~ ~ r 911f. .87 "7 / C/8 p 2605 r ~ W 0.
ro 1n~ a4 _ , \ ~ ~i r ~ ~ _ 4 W
/ r .._......w_......._~I ~ r~ i I CON ~ 2' 5i1. G , C, p ~ ~ / . ~ ~ " A 4 W ~ 2 SIL G 268. L-
RI - ~r r J/ r ~ / / . i / 1 ~ Ur i a ~ j P, i a i ~.,1 ~ 266.55 - END P~~JECT r ~ ~f1NA ~VE / Zp i i • , W
~ W i a p i~ ~ p l O ~ ~ \ p 1 O ~ ° i i ~ 1 ~ " ~ 1 \ \ Y!Y It81
~ ~ I / ~ 1 I 1
ASP. ~ ~ _ ----F m~ n DR 241.56 ~ - - _ F LT, 254.29 ~ _ Ica 7579 JENMNGS LN 7+75 F ~ _
70' FRO T 251,0 t i ~ w- - c, a ~"~to p z`~~ 4`"SS LAT. ~ ~ ~a~ <db 0~? ~ o~, ~ ~ (TYP.) ENV N+
I 54 100' R R z51 •o ~ ~ 254.43 att' 248.52 ~ Q ~ ~ ~ IMI 251,51 ~ Z 0 Z O ~ p -a$ O i < G ~ ~ w
BURIEA TI WARNER ( N N ~ ~ ~ ~ ~ INS SECOW HIV ~ ~ tL~ W to ~i ~ ' ~ . cfl N PItItiV~Y(tYp.~ ~ Go
~ I ~ ' N :a ~ ~ 5+60 FF RT. '167.90 I 6k40 FF RT, 269.14 I T 71,6 I 7+95 FF R , 2
-M _ STA 7+72 0D C• ORIVf I ~ ~'OP ,2 I 65' FRONT 265.5 70' FROM 267.0 775 FF RT. 269.94 I ~ NT 268.8 I 4+80 FF RT. 266.79 I I T 268 8 70 FRO 05 4i~00 FF RT, 265.55 ( I 95' REAR 265.7 100' REAR 266.8 75' FRON 100' REAR 268.3 i
2+30 FF RT. 262,92 3+15 FF RT. 264.05 I V 246.2 ~ I 70' FRONT 261.1 7+45 FF RT, 59.20 I 2+00 FF RT. 261.64 70' FRONT 259.9 70' FRONT 262,6 70' FRONT 264.5 105' REAR 266.5 100' REAR 262.6 100 REAR 264.8
75' FRONT 260.3 100' REAR 260.3 100' REAR 261.3 CONC. pRIU ~ R T .1 70 F ON 2 6 R 2 7.0 105' REAR 260,4 100 REA to
7571 JENMNGS LN 7+00 F LT. 246,2$ ~
70' FR T 245,8 ~ ~ 5~ 44.6 ~ ~ ~ I I ~
100'R R2 I STA r+n5 , STA 7+an I I h I I I 11 1 13 14 I 2 I 9 10 ~ I
TOP 24x.1 TOE 251.3 8 ~ ti I I 7 INV 241.1 NV 246.3 5 I 6 I
220 RAMONA DR 228 RAMONA DR ~ ~ N 224 RAMONA DR 232 RAMONA DR 236 RAMONA DR 240 RAMONA DR 244 RAMONA DR 248 RAMONA DR 252 RAMONA DR DR
?578 JENMNGS L
J F
N _ _ ~vr _ ~ ~s NN~
E s s STRIP TaPS01L STaCKPILE TBM ON f~lRE )N FIRE
r 1 INSTALL LATERAL, ADD HYpRANT-BOLT NEAREST"M"(EL ANT - BOLT EST "M" (EL
AMENDMENTS Ta TOPSOIL, SEED DISTURBED TURF 257.05y AT i) AT
AREA WITH SEED MIXTURE 5' INTERSECTION OF JENNING5 LN. AND SECTION OF NGS I.N. AND
SIMILIAR Ta EXISTING LAWN AND CRIMP IN MULCH. RAMONA CIR. NA CIR. z
i 50' Q' 50' 0f 100' ~,~~~tit~ratt ~j
i CAR
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FOR LEGEND SEE SHEET 2 SEA 0310 5
FOR NOTES SEE SHEET 2 & DEl"AlL SHEETS. IL SHEETS. O+'a
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BOOK NO.
230 SHEET
~G~/ y h + 1+ + +
0 qQ 0® 2 a0 3 00 i ~0 4 00 ~+oo s+oo ~+go ~ oo gas ~ o 00 1+00 22 of 30
_ _ _ ~ . ~w__.. _ _ _ __mw_
~_.__._.__._.~____.__m_

Drawn by
Benjamin R. Lennon
Checked David E Vaughn,PE,PLS
Reviewed
CONTRACTOR SHALL SAWCUT J. REITZEL,PE,PLS
EXISTING PAVEMENT ALONG i . Date 1-10-07
SEWERMAIN iN JENNINGS LANE (1U'
MAX PAYMENT WIDTH) AND ALONG ~ SEWER LATERALS(6' MAX PAYMENT
~ WIDTH). BASE BID PATCH SHALL BE JAMES C. MICHAEL do wife IAURA S. MICHAEL V
~ / PERMANENT PATCH. ALT. BID SHALL ~ NG / 1q ( BID TEMP iN LIEU OF PERMANENT D.B. 7109 PG. 0199 b
~ FS 206 INGLESIOE DR ~ OA ~ /Q PATCH NO OVERAGE ALLOWED). / ~ 8s ~ ( N~ p 9499-47-3135 1
~ ~ { ~ ?5 ~ ~i ~ 3 \ 38 5i C,,,i ANDREA G. JOItiDAhI
ti ~ ti FS D.B, 6930, PG. 0905
i 4 ~ 0 / o~ ti T y 9498-47-3ti28 ~ REPAIR SEPTIC DRAINFIELD ~ W
~ 0 ~ ~ ^00 DAMAGED DURING ~ n PROFiI.E F SEE SHEET 1 n coNSTRUCTION
~0 C~N~ \ _ - IMMEDIATELY TO HEMDWALL ~
~ NC SERE (IYP) / ~ I OPERATING :C ?f
~ 208 INGLE510E DR / ~ 3. ~ CONDITION(TYP.) !NINGS LN NNINGS LN 7575 JENNINGS LN
~ ~ F~ ~ 7561 JENNINGS !.N 7565 JENNINGS LN { ~ ~ ~ `~P ~ ~ ~ 39 ti~ x ~ ~o. 2G ~s r ~ ~ ~ 48 7569 JE ' WgpD FENCE ' 52 53 SILT FE CE(lYP) 6 ~
ti ~ 8 ~ SAN MH ~ 50 ~ LN t NNINGS LN w" I 7573 JENNINGS ~ 7577 JE 6~ CHAIN LINK t U1 * 0
~h' ~ 1+90 FF LT, 262.09 4 ti ~ ~ STA 30 85 , / F ~ FRONT 262.5 ti 51 STA 9 5T FENCE I NNINGS LN I I ~ TOP 240.5 CROSS UNDERGROU 7579 JE t- 0 z F-
0~ ~ ~ CC~ R 261.$ E, x ~ ~ ~1 90 A STA 9+6T (DI) N 1NV 236.5 I ELEC. IN ACCORDAN E 55 TOP 240.6 J 54 NINGS LN F- z
,~0 ~p~ 49 FRONT 254.1 212 ~ WITH NEC. (TYP.) NO 75x1 JEN INV ~~'a T SEPARATE PAYMENI~
S' IDE DR 100' REAR 252.E 4+20 FF lT. 252.12 ~ 11 INGLES 70' FRONT 253,6 r2o FF LT. 252.12 5+35 FF Lr. 249.52 _ ~ 1 REPAIR WATER FRONT 253,6 70' FRONT 245.8 1-STORY ~ t t/ W LLJ
A 2~ , ~ ~ lOD' REAR 252.3 ~a ~G vAl INTAIN 1a INIMUM o ~ ? ~ MA M ~ )D' REAR 252.3 BRICK I , i-STORY 7+00 FF ~ ~ DiST1JRBED BY 100 REAR 244.6 t I I FF 245,10 IBRICK 7O' FRONT 245.8 CONSTRUCTION. a Z v) W
~ ~ ~p .s HORIZONTAL SEPARATION ti~~`•' 's wv t~ ~ rn o ,~ti ~ ti .73 BETWEEN SS AND WATER ~ ~ In 1 I 4.36 56 t 1 iF 24 I 100' REAR 244.6 SEPARATE PAYM NT ( ~ t ~ ` 54.29 z mmw~
ti o D Z x 4 ~ ~ 6 T1 ~ wl to Q -1 / ~v. w~-~ ~o-~ ~vA Z -I to I II ~ 7+75 2 >r C ~ ~ p) ---a I 70~ FRONT 251.0 vA z i 1
o ~ 4 SS LAT. (TYP.) ~ ~ .w SAN MN 2 L ~ -o D N n ~~h ~WW ~ ANW yfN7t ~ Q ~ c STA 2+00 ~ ~ # r~ N .A n C ~ "`t ~ 100' REAR 251.0 9+00 FF LT. 256.07 ~ ~ o ro N '17 A n - i SAN MH T.9 ~ RONT 251.0 < LL
~ ~~,w ~ ~ w a ~ ~ a+ ~ 46'-B" SS t t S A 6+31- 9 7 ~ 1 ao' REA o ~ ~ . ,~w ~ i1 « Oy NN 1
6 ~ ~ f~ ~ a i:N~ ~ ...J 0.
ti ~ StL G ) ~ ~ ~ 4 0 ~ " SS LAT. IRAN. ~ F- 2 ii
E _ ~ K ~ ® ' 385 ~ G ~ ~ ~ ~ ~ 7601 JENNINGS LN ~ z° 0) >
FIBER OPTIC o " ~ , Cp 2 ' W a ti~ CABLE h a n ~ 0,1 N a o ~N~ W
o ~ GE PVC IN 2 ORAN 227': K ~ Q q N n t SS F- q 5, J
} CONDU \ \ ~ ~ ~ N I LLJ
~ ~ ~ ~ r ~ ~ ,
/N I ' ~%~~•~1 z~rn ~ T 66,79 4J '0 A Q
~ 6.9 ~Q J ?v w ~ ~ C F T q o' FRONT 26 ~i rn ro 25Fi.35 Q / Q ~ 266.9 ~ .,a G1 .p N Y Rttil C Q -i C "d ~ ~ C .,...c,,.,,, ry x.35 ~~qA ~N~,SANMHSL ii 4 m
~/t,~, / p 115' REAR rn ~ INV, 253,24 i ~ x 7.57 / ~ "c 2 FF RT. 26 6U 1+50 ~ ~ ~ N N. 253,224 ~ ~ c~N +STA 5+85 t t ~ N rn 0 y . ,x,56 SAN MH O N ~ ~ w ? ? ~ ra, N ~ .,1 ~ ~ STA 8+5T = v t ~
?d' ~ NT 265.1 y 60' FRO / I ~ EAR 266.1 ~ 3+ 5 FF RT. 265.45 ~ 4+05 FF RT. 259.37 100 R / 70' FRONT 257.5 4+75 FF RT. 25 r n,, ~ W p+00 RAMONA 0 4+75 FF RT. 253.17 I 5+10 FF RT. 250.25 t ca a ~ YM lief ~
~ 'FRONT 262.4 7 ~ 0' REAR 262.8 ~ 100' REAR ~ 251.5 ~ 70' FRONT 252.1 I ~ + m 70' FRONT 252.6 70' FRONT 249.7 1 I R5d 254. ~'""'"'~-..,.,._BtlRI® TI~IEw wARi~iER n
~ ~ ~ 0 100' REAR 252., 100' REAR 252.3 I 100 REAR 249.8 i o INV. 251,51 ~ 2~'(,~~ -i tl !t m I
DE DR 215 INGIESI T17ANSf'~II~R ro AT H BASIN ~ ~ G 7+45 FF RT. 259.20 d
n INLET 70' FRONT 256.1 ~ ' ROTECTIQN W 100' REAR 257.0 to I 6+07 FF RT. 249,93 I ~
46 7554 JENNINGS LN -o ro ~ I e I 1! 70' oNT 247.2 HIGH FLOWSIL I ~ I I I,
m 7566 JENNING5 LN 47 ~ JENNINGS LN ~ NNINGS W I n 7558 7562 JE I t c 100' EAR 248.0 SACK TYP I 66 JENNING5 LN I t i! ( ~ I '
/ ~ ~ I ii 2 J+i ~ i t 7574 J NNINGS LN I ~ p t i+45 FF LT. 247.
48 ~ 7570 JENNING.~ LN t t polyp,) I I i t N I 60' FRONT 247.5 NINGS L t 4 1578 JEN ( I ~ iDD REAR 246,2
~ t II t 5 I II t ~ I ~ I I I ~
r ~ fl ~ I
P T PSOIL STOCKPILE STRI 0 , i I ~ I 47 I
F p0 NOT DISTURB INSTALL LATERAL, ADD AMENDMENTS TO TOPSOIL, DRIVEWAYS. REPAIR CONTACT CITY i ~ I 215 RA~1oNA DR STUB our s JOINT of s ~ I ENGINEERING REP, I ~ c 0
SEED DISTURBED TURF DAMAGE DUE TQ SDR 26 PVC SS & PLUG FOR INSPECTION OF WIPLUMBERS WING PLUG U~
AREA WITH SEED MIXTURE CONSTRUCTION. NO SEPERATE PAYMENT SIMiLIAR TO EXISTING LAWN STORM DRAIN PRIOR FOR F TURF EXTENSION. S U s TO AND AFTER 5.D. N
AND CRIMP IN MULCH. ~r CROSSING~rP.)
f TBM ON FIRE M ON FIRE
HYDRANT-BOLI NEAREST "M" {EI DRANT-BOLT AREST"M"(EL Zo
I z5T.o5) AT r.0a) AT
5' INTERSECTION E JENNINGS LN. Al 'ERSECTION OF NNINGS I.N. AND
RAMONA CIR. MONA CIR. 4C A O 0•
~ of E.,.~5 < r~
50" Q' Sq' o 100'x'
SE 031 5 a
i b'
3 1 a 1~9L'~ •4 as
FOR LEGEND SEE SHEET 2
M FOR NOTES SEE SHEET 2 & DETAIL SHEETS. L SHEETS.
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BOOK NO.
225 SHEET
~+oo a+oa a+oo ~+ao a oa s+oo s+oo ~ ~+oo s+oo s+oo ~ o+oo ~~+oo 21 OF 30
..._.eee_u.` _.__._~~m _...________an.,~ R~..~.._~._.__ _ _.~e

Drawn by Berl amin R. Lennon
Checked
R„ David E Vau hn,PE,PLS
Reviewed J. REITZEL,PE,PLS
Date
p n ~ ~t OF fL 1-10-07
S~ SM I~~~" 10
~,1
{ ~ ~-.__V__.. N
r r 15fi5 BLOOMINGDAIE CT
I I 12$
SILT FENCE (TYP.) STRIP TOPSOIL, STOCKPILE, ' 1 t 7554 BLOOMINGDALE CT TALL LA CERAL AL~D BENCH ( t~, t REPAIR DAMAGE TO ~ , W u
SWING ~ HEADWALL TO EXISTING OR 12g AM NI~MENTS TO TOPSOIL, CONTRACTOR SHALL SAWCUT EXISTING
t SETTER CONDITION. NO I SEED DI REED TURF REMOVE AND REPLACE t ' PAVEMENT ALONG SEWERMAIN IN ROADWAY (10' MAX PAYMENT WIDTH) AND ALONG SEINER
BENCH SWING. NO ~ t'' SEPARATE PAYMENT. ~ AREA WITH D MIXTURE t 0+40 FF LT. 245.1 i SEPERATE PAYMENT. , It SIMILIAR TO EXI TIjVG LAWN ~ 1 ~ sO' FRONT 243.4 .AND CRIMP IN MULCH. LATERALS(6' MAX PAYMENT WIDTH), BASE BID
i a 1 ~ 0+00 FF 238,97 120' REAR 244.4 t ~ 235' OFF lA PATCH SHALL BE PERMANENT PATCH. ALT. BID SHALL BID TEMP IN LIEU OF PERMANENT PATCH (L
t t Andre M. Cunnin ham 1 ~ 5' FRONT 237,5 g MAINTAIN 10 MINIMUM NO OVERAGE ALLOWED A 4 } z
REMOVE FENCE AS D.B, 5244, Pg, 0122 ~ 1 1 145 R 237.7 TEMP. G VEL 203 INGLESIOE DR ~ IN 1 1 ~t 9498-47-3000 ~ ~S 1 ~i~ HORIZONTAL SEPARATION BETWEEN SS AND WATER 0 0: 0 T, m
NECESSARY FOR ~ , ONSTRU TIO R. m ~ ~ ~ 1, Slf CONSTRUCTION, REPLACE I DON DiSTUR ENTRANCE ~ 1+10 FF LT. 46,79 ~rr ~ C~
106 , ~ 1 1 ~ / TO EXISTING OR BETTER , 7y 1~ ~ IS !NG s5' FRONT z 4.s ~ 1 1 d i ~ t ~ + M M 95' REAR 6.9 29 ~"`""""'~rr~,~„ 7534 BETNESDA CT 0 co
CONDITIONS. PROVIDE , , 11t ti STR TURFS N cv ~ ~ m c, TEMPORARY FENCING AT ' ~ N a l ~ ~ ¢ a ~ n o M PRIMAARY °NC ~ ' 7530 BETNESDA CT / 34 3 l W z Q
i T Z M M EDGE OF EASEMENTTO ,l 1 u, ~ tow.. a y E 3 ~ n ~ ~ / I W 0 J m
SECURE PREVIOUSLY 0 1 , M , ~ MAINTAIN ~ ~ t~ o tv M A _ ~ E` STA 2+95 , ca \ s FENDED AREA. - 1 WOOD N ~ 1 SEPARATEI MAINTAIN MIN~,12 7538 BETNESDA „T I ~ sEPARATION 35
~ ~r I t t~ d 0.y t ti ~1 1 1 SHED F- 0 ~ t C/8 T~ 242.93 ~ ~ BETWE Z "'"`BETWE P OF I W
STA 7+76.0 ~ , 1 11 ~ ~ F- e ~ 18" 91238.74 i , ` 1 , BL MINGDAL~ C~. Asa, ~ SEWE A{` { TOP 232.0 - 11 1. HEA WALL ~ ~ ~ ~ /j' I M 24 OUT 238.E ~ ~ ~ OF G A~ SEWS AND B OM / 4+21.32 FF LT, 264.19 ~ / 'OFF LB OF G AND/QR c ~ 1 'FRONT 261.9 r
1 p IN INV 227A _ ~ , -8 D ~ r W ~ W W W"".+.~IG r ~ 36 ~ 4+00 FF lT. 262.57 130 R 262.7 MUM
SAN MH(10RT) 3+2 FF LT. 257,02 95' FRONT 260.6 / 7526 BEiHESDA CT I 202 INGLESIDE DR 7D' RONT 258.4 261 W U.
3 CLEAR AND GRUB 7+76 ~ r , ~ 2 w r ( ~ ° ~ 8 IN E ID 100' REAR 259,0 'ct I 1+33 FF RT. OAO ~ ~ 32 J Q
n n r /l 1r .,,f e ~ ~ ~ , GL S 55' FRONT ~ PERMANENT EASEMENT. PROFILE D / r , ,r ~ t ~ ' s5' REAR r , rr ~ ~i N / 8 r ~ I ~ 55; FRONT 0.2 ~ rd REPAIR WATE LATERALS N ~ «s w 85 REAR 1.9 ~ p. N ~ ~ N /
CLEAR ONLY THOSE TREES , , O / ~ r r r rrL m-, ~ v D $36.7~~ ~ /8 TOP 243.52 NECESSARY FOR r , c ~ - 4 SSLA . /a ~ DISTURBED BYI d ~ O ~ ! Q M t- 0 ~ ~ SAN MI9 3.T' CONSTRUCTIO . NO m ~ > CL
r rr w--N 2~ 8123?.9>i` 18~ 81239.70 CONSTRUCTION IN / ~ P. 13.20 rv r r o 30 ~ OUT 239.59 ~ + ST +10 tv ap ~ SEPARATE PA MENT gpplZ~ ~C. cv an 4+21.32 FF 264.4 W Z.
TEMPORARY EASEMENT'S t ¢ • o o ~ . +n DO NOT x~ , ~ 4 (TYP.) ~ ~ , t i N 'st cC Q• ~ 170' OFF I N CONpUt7 (Tti°P,~ t7 ~ a 5 ~ ~ 1.. ~ ~ ~ ~ 100 FRON 261.7 F- Q
t~ + ~ ~ a , t DISTURB CTV ry rp ~ O i DO NOT DISTURB ^ ~ ~ ",y / Q ~ a J ~1? , ~ a ~ 130 REAR 2.1 I a ~ ~ " F- j
WETLANDS AND/OR STREAM ~ ~'o ' ° ~ O > ~'~a ~ ~ r ~ ~ 1 rl 2 t ~ ~ b' I1 I 0+00 FF RT. 9.52 ~ ~ ~ J ~ o ~ ~ ~ ~ ~ ,o ` ° Nc. 'TOP 259,8 \ `ems O CAF U ~ 0 W Q.
UNLESS WITHIN EASEMENT , N ~ ~ I ~ ~ I I 1 O5• oFF ~ ~ CT GITY ~ , CORK{DOR. COMPLY WITH r I i 90' FRONT 237.1 0+80 FF RT, 241,15 ~ n ~ INV 254.8 315.8 °S
r ~ ' ~ 70' FRONT 24D.O ENGINE NG REP. FOR ~ ALL REGULATIONS OF THE ~ I 120' REAR 238.4 127 LL
101 , ~ I I I 95' REAR 244.4 INSPECTi N OF STORM /8 ~ o° NATIONWIDE 12 PERMIT. ~ ~ ~e~ 1g. 1 ,r z ~ f 1 ~ DRAIN P IOR TO AND _ oo ~ (TYP.) Jar! 5. Hnnnnh ~ wifo r ~ ~ r.~ ~ 757 BLOOMINGDALE CT ~ ~ pN
I An to >w Monnnh , ~ AFTE .D, CROSSING Q ~ / / 1 ~ 17.9. 49317, Pg. 0627 7r/ Josh Pinkord ~ J h_ ~ ~ __Q P2 i " BETHE `~T. ~ ~ Rlu~ Q~ , ~ ~ / ~ ~ ~ ~ ~
r 1 9498-46~-3805 ~l i, , „ 7555 BLOOMINGDALE CT 26+ FF LT. 255,44 W r d' ~ , i 0,9. 7121 P .0591 ~ ~ ~ SFQRM (TYPl
!U ~ 9498-48-4845 12o J 10 FRO 54.1 ~y. a ~ ~ / 1 \ r } / 1 105' REAR 2 ~ ~ N k ~ ~ ~0 ~ SAN MHO ~ ~ sr ~ N u~ . m ~ WATER YALYE a ~ P• f T' ~ N tp ~ ~ ~ R81 ~ M u? a ` OA '`4 SAN MH 3 L ~ u~ ~ + ~ ~ / 2 g
S.5.fi7NTEktIiQ~ ~ ATGH BASIN STA 4+I) tV ~ tD ry N ~ ~ 51V. 24,59 t~ w Gn STA 4+95 ~ ~ ~ ~ ~ I ,Q a ° ` ~'S
' ~ w ~ INLET fJ Q STREAM CROSS E 151 INGLESIDE DR ~ ~ R - ~ $ ~ , Q /WETl~1Q RIP RAP CREEK CROSSING ~ PROTECTION l~ CONT-ACTOR SHA IP 52 , Q I- YALYE d a t- d \ `~8 4+21.32 FF RT. 2 4fi ~ Z uy t- Q rA H 252,81 F- 4 to H r P. I to F- ~{il. 290.6 ~ F" ~ ~ + u~ N \ 220' OFf LB
/ ~ r , / c ~ DELiNEATIgN 1 ~ THICKNESS W! FILTER o _ ~ HIGH FLOW S T I TOPSOIL , Sfi0CKP1 N~ - , ao N N 100` FRUNT 259.1 I I Q G. ~ 130' RFhR 259.6 m
III ~ U~lITS FABRIC UNDERLAYMENT. SACK TYP S INSTALL UTILITY, REPLAC ~ t ) ~ i \ ~ SEE DETAIL (n'P.) BANKS TOPSOIL, ADD Doti I F- Q auRil±~ ~ ~
I T B ~ ~ ~ ~ 1 +50 FF RT, 25: O E RESTORED AND AMENDMENTS AND SOD r o o BErHESaA c 7 ' FR I r ~ 0 ONT 251,3 1+5o FF Rr, 253,37 I WARNS ~ cae~~ 70' FRONT 251,3 1+90 FF RT. 254.90 2+65 FF RT. 257.36 3+40 FF RT. 258,75 ~
r ~ 2> ~ ~ ~ RT. 250.95 ~ STABILIZED IMMEDIATELY FROM RIPRAP TO x 115' REAR 25z.a Op 80' FRONT 252. ~ AFTER DISTURBANCE gA K F URB 115' REAR 252.8 70' FRONT 252.0 75' FRONT 253,4 75 FRONT 255.5 I I 120 REAR 255,6 USE
C -O -C / ~ ~ ~ 110' REAR 254 `s BLOOMINGDALE CT. 8 MAX Cy' ~ ~ ( ( 115' RE4R 253.3 120' REAR 254.0 7522 BETNESDA CT SERV! (1YP) \ i f
E PAYMENT WIDTH . 122SY S' 150 INGLESIDE D DO NOT DISTURB 4+21.32 FF RT. 260.34 31 i I I DRIVEWAYS, REPAIR 265, aFF
MAX. NO OVERAGE J ALLOWED. 25 I 1 DO FRONT 257.4 DAMAGE DUE TO
s CROSS UNDERGROUND ~ 26 f ~ 130' REAR 2 ~ I I CONSTRUCTION. NO 26 , ~ ~ 28 SEPARATE PAYMENT
ELEC. tN ACCORDANCE F WITH NEC. (TYP. NO T 7539 BETHESDA CT 27 9 BETNESDA CT 753i BETNESDA CT ~
T A T 3 SEPARA E P YMEN 7535 BETNESDA T I C 7527 BETNESDA CT I I
~ ~ 2g 7523 BETNESDA CT I
t
_ _ ~ ~ ~ COTTON SPINDLE ON B/C @
z 5 CtB IN NE COR. OF fNT. OF
INGLESIDE & BETNESDA EL. 243.53 z
I
E 50` 0' S0' 1p0' 100, C A )YQ sr
s Q'
i t SEAL
I "1 FOR LEGEND SEE SHEET 2 o 1 o ,
I FOR NOTES SEE SHEET 2 & DETAIL SHEETS. Ts.
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t } It SCALE 1 "=50` HORI.
10=V VERT.
BOOK NO.
220 ,,..w. ~ . y.w u~w«uM...~,..AA~,~ i 220 SHEET
E o~~~ 1 +oo ~+ao ~+aa 4+00 5+00 6+00 7+00 8+00 9+00 10+Q0 11+00
20 OF 30

Drawn by
Benjamin R. Lennon
Checked David E Vau hn,PE,PLS
Reviewed
CONTRACTOR SHALL SAWCUT EXISTING J. REITZEL PE,PLS
DO NOT DISTURB PAVEMENT ALONG SEWERMAIN IN SELWYN Date 1-10-07
WETLANDS ANDIOR STREAM COURT (1 Q" MAX PAYMENT WIDTH) ANp r ALONG SEWER LATERALS(6' MAX PAYMENT
UNLESS THIN EA 'WI SEMENT CORRIDOR. COMPLY WITH WIDTH}. BA5E glp PATCH SHALL BE
ALL REGULATIONS OF THE ~o. NATIONWIDE 92 PERMIT. PERMANENT PATCH. ALT. Blp SHALL Bip TEMP iN LIEU OF PERMANENT PATCH (NO V
G, OVERAGE ALLOWEp}.
/r~ rr rr ~j P~oF~~~ F ~~E sH~ET ~a s N ri 1
a °s~ 4 ~ I1 1 Lot does not have existing structure, Structure shown is
~ t 4 1 s ~ ~ \ ad-far pmpo~ing-thak-suff' ' emains ~ 107 I ' ~ PERMI i, \ / ~ ` after casement procurement to facilitate construction of ~L - D PERMANENT PATCH ~
~ ~7 ~ p ~ a ~ ~ structure similar to existin structures. No other ur osef is STA 1 9 P P \ w T U C... ~ . intended. ~3 + + _ I Ch STA 1 OQ TO 3'70 J_-_._._ ~ 12' MAX WipTH, PATt~H _ I
z z i 12 MA ~ ~ I . - ~ REMAI Frederkck N. awarrGa 10 ~ I . REMAINING MAINLINE 1d' - / ~vpJ~ ~y
b` ~ ' 7556 SELWYN CT 147 INGLESIDE DR J~ ~ MAX ~ & Maria J. awari~a N ~ J 125 r ~ ~ 1 ~ MAX WITDH. ALT. BID. _ _ 7522 5ELwvN CT STRIP TOf~SO1L, STOCKPILE, 04
a.~. s8ts ~ . oa~9 ~ I......... ~ TEMP ' ~ \ ~ i 124 7 4 SELWYN CT L - ~~0~ ~ TEMP. B N !EU•6 TEMPORARY PATCH IN _ _ INSTAL TERAL ADD LiEU~OF ERMANEN'~ - I 19 ~1 I AMEN ENTS TO TOPSOIL, ~C CL 0
9498-46 2707 I. , , . URIED TIME WAR ER , . ~ D~FL GTlON GRAVEL PATCH. ~ _ I I 7526 SEEWYN CT SEE pISTLIRBEp TURF
1as ~ a \ D , . NIGH - 8 / 5 FF LT 246,57 ONSTR GTIO / ~ 'FRONT 245.9 NTRAN ~ ~ ~ 146 INGLESIDE DR I AR WITH SEEP MU(TURE I I I 7530 SELWYN CT 20
1 ~ ' ~ 20' REAR 246,1 ~ z SAN MH . , > .s INC~ESIDE oR SI~IILIAR TO EXISTING LAWN I I 7+ 6 FF LT. 259,96 AND CRIMP IN MULCH. 0 Z
I gyp, ~ / I'..... ` SAN ' L 1 53 ~ / 24 ~ . , A -2+1 ( \ ~ 7276 P&' 0622 24 7534 SEIWYN CT 21 7538 5E(,WYN CT 10 'FRONT 247,3 7 i r I'mm
4+0$ PROFILE 'F i ~Fq . , t % O +50 FF LT. 255.4 N T s~ ST . ~ I... / t~4 © O O C nt 4+Og _ x5.1 ~ / RlVEWA 14 'REAR 247.0 5 8 SELWYN CT 0 NOT pISTUR6 23 I z
W.13.R ~e A ~ © 7 ' FRONT 4 3653 SQ FT CLEAR, INSTALL roP ...1~...... A ~ f Q N 1 REAR 252.3 6 0 ~ ~ 229.~r . I ~ 0 ~ 2 0 26+30 FF RT. 260.35 MADE RlVEWAYS. RE AIR ~ , 0 18 ~ ~I MADE pUE T01 I I + u~ D 35 ~ ~ N /
TQ~P .5 / ~ ~ ~ SS AND ALLOW TO 22 ~f... ~ . 4,5 ~ I q 65 FR NT 257.6 G NSTRl I V 1 a~ N C NSTRUCTION. NO 6+90 FF lT. 259.02 l - .a N I I d > w W "ma"r
REGENERATE. 2 ~ ~ ~ + u9 r` r 100' R R 257,2 • / U ti , S PARAT i ~ ~ ! r~u 1 $ PARATE PAY ENT 6+05 FF L7, 258.58 70' FRONT 257.1 ~ A / CATCH BASIN 70' FRONT 255.3 100' REAR 256.8 N N I z V./
. ~7 SAN MH 22.3'L ~ IS ~ ~ INLET PR TE 1 5+12 FF LT. 256 78 100' REAR 255,1 ~ ~ + U 75' FRONT 256.3 ~ ~ t~1+ GH F OW i . a ~
\ ~ " J b STA 0•+85 LA ~ ~ i CONC. ~ ~ S MH 105' REAR 256.2 It'(f18l~N1' VAk.I~ x~ ~ +19.65 FF LT, 261. ~ O SACK(TYP} ~ ~ 1 1~ 1 5' OFF LB ' N ai 4+; FF lT. 259.45 15" 1N 253.10 ~ 256,38__-__~__ ~P by 0 ~ F L xJ , j Cl) U.
' 113 ' • ~ a ; - . z ~ ~ STA 2+35 r S.4,1 INTERMITTENT STREAM ' .61V r~ ur ~ ' -CN ~ + K1 M U3 ~ Z r-_ GJ Q ,n,. 10 ONT 2582 ~ N N 70' ONT 256.6 15 OUT_253.38-_-~-C~-~,, ~ V~V~ ~0 140 R R 258.7
T g, rrr J ) ~ Q j 1 A`' r , F . ~ ~ rte ~6.~ G CROSSING . ~ .~.'.'INV•~2' 0 ~ 4 \ ` 00 EAR 256.4 ~ ~y N ~ U N N ~ 7,55.91 ` ~ ~p X8.72 ~ ® I SPARE ELEC, j ~ ~Rt. I uj 0
. I ~ PLACE RIP RAP CREEK . ~ ~ i5` ~ 252,16 ~ 1 " > f~ , , , f`.... o ~ 50 ~ 15 OUf 252.05 CROSSING 1 a THICKNESS WI r . . l . ItY S .,L...~.... ( i s` qt 252,18 ~ d ° , w ~ ~ CpNpUiT (tYP.) ~ rv ' BURI D Tli~iE WARNER 3" OUf 252.05 ~ b 1 1 _ _~---•`f
' FILTER FABRIC UNDERLAYMENT. 1 ~ ~ ~ , ~ N ~ ~ ' CABLE ~ ~ SPARE ELEC. ~ 4 a~, ~ n ~ ~ I zL, ~ N.Lr
5EE DETAIL (TYP.) BANKS TO BE ~ ~ 1 ~ ~ ~ I I ~ ~ ~ 7 „ ~ a ~ ,~?~r~ , , a... , . ~ ~ N p ~ ~ CONDUIT c > ` ~ Yt , / SAN MH 4.5 R (TYP.
RESTORED AND STABILIZED , ~ ~ .''~`..ro . , I ~ uRr I 'W-. „ ~ ~ `"''~w-..~,..• .n~~.,.. IMMEDIATELYAFlER ph~INFATIO .J , m..... r-'-.•~ I J- - - - ~ - , ~ STA7 25 ~ - _ r' r.- f tLLJ z
.~~t~....... DISTURBANCI LIMITS ~ o; 1 1 ~ . .7557 Cr 1 t ~ _ -g..,6• . ~ a OUR z ~ U ~ SEl'M'N C_ a ~
, \ 241.08 ti• Q ~ p `~'"`"-Ciy i~H. 25.44 N ~ _-~,a r Lij L
~~~ws~~~ o ~ . ~ 15 235.45 ~ o h n, ~ ,r ~ ~ , 128 W~I:L'AN ~ " Q ry N a n r "-~S 56.60 ~ %y ~ so
r .~5 235,31 / ~ 0 ~ N i ' . ~ ~ fit a --c-- p r1 N ' '~S z < ~0~ 4 i< ~ o -d yp q 4 ' q \ 7+19.65 FF RT. 1.56
. n . I z U t5 ~ ~t.t6 © ~ I y... ~ ~ , . 1 I GAS 15" arr 251.06 e -°1 ~ 23 STA 0 ~ {n ~ O ~ N N ~ ~ ? rj 220' OFF LB m p N N ~ N wJ N Q' N ' RONT 25 5 LL
I . , a T0P L13 SILT FENCE P• r ' ' . 15" IN 2 ,51 ~ O N c ~ 0 ,y 4 SS LAT. 13o R 9 i
100 OFF CL CULDESAC / ~ 15"OUi241.49 ANMHI2R • FF 242.90 Ot85 FF RT, 58.58 N N .P + ~ w I l 1
~ j~lll I ~ STA 2+60 • • ~ I 90' FRONT 240.6 80' FRONT 25 .4 I ~ 1 ' ~JI I 20 REAR 240.3 110 REAR 254 9 . ~ AIN t0 MINIMUM u? ~ HORI ON'~AL SEP N \ 7519 SELW'tN CT m SAN MH 5 R I I
I I ~J ~ it , BE ENS WATER 17 M ~ ~ SAT ~+QS I I 6+25 Ff RT. 261.06 \ c~
1 I ~ '.'.'i'~ I I I c. ~i • • • J ~ 122 I 54 coN d 0.N ONTACT Ci 5+55 FF RT. 261.18 80' FRONT 258,4 7+00 FF RT. 261,77 3+35 SELNPfN CT. O 110' REAR 259.2 105` FRUNT 259.4 d
II ~,~,J. ~ ~ ,J•, I 24+00 3+35 SELWYN CT. f rl ' ' ~ FRT. 264. 1 ~ 1 ~ I > 2 1 ' I I ~ o+ 'FRONT F RT. 264.21 ~ F"°' ~ ~ GI EE IN REP. FOR 75' FRONT 257.9 135' REAR 25 5' FRONT 261.2 ~ INSP TIN F STORM 105' REA I
p ~ " 5 261.2 7555 5ELWYN CT • • • 5' REAR 261.8 I ~ F R PAIR WATER LATERALS 5' REAR 261.8 4+43 FF RT. 262.10 DRAT PRI R TO ANp pi TURBEp BY \ 80' FRONT 259.0 I I m
Cr ~w' , ~ 14 I ~"q ---T_. 3 NGLESIDE DR S - 120` R R t AFTE S.p C SING(TY } C NSTRUCTION. NO \ EA zsa I
11 I SEPARATE PAYMENT 7523 5ELWYN CT
T PLACE STONE VI~GI~~Ep I1+THARDWARE ~ ARO~JND INLET 2 HEIGHT. I 5+18 FF RT. 262.10 I 7527 SELWYN CT 16 75' FRONT 258.1
142 INGiESIDE DR PLACE HIGH FLOW SILTSAGK IN INLET. E2 INGiESIDE DR ; 2 I 125' REAR 259.5 1531 SELWYN CT 1 5 7535 5El.V~'N CT -
SEE DETAIL CATCH BASIN INLET CONTRACTOR SHALL STRIP C PROTECTION. DETAIL SHT. 25 FOR UNDERGRQU ELEC. 14 r-- SE~QIV $ CE 7539 SELWYN CT ` ___,.,_...w--
TOPSOIL ,STOCKPILE, STONE WRAPPED IN HARDWARE CLOTH. INSTALL UTILITY REPLACE H~ 13
Q~9 TOPSOIL, ADD AMENDMENTS, IQ~. L~~ c
INS AND SOD FROM RIP RAP TO m
BACK-OF-CURB SELWYN GT. (8' MAX PAYMENT WIDTH}. a~
98SY MAX. NO OVERAGE TBM #22
ALLOWED. BOLT NEAREST "M" IN
P a MUELLER ON F.H. INT OF INGLESIDE & SELWYN N
EL. 261.53 a
50' 0' 50' 1 100' yy~~~ • A• 0~ jrr
~ ~ SS r
s SEA
t r 310
t FOR LEGENp SEE SWEET 2
i2' MAINLINE PATCH FOR NOTES SEE SHEET 2 & pETAIL SHEETS. ETCH HEETS. ~f~ S'G`•
STA 1+OQ TO $+7Q 7Q
i
x
li
W- i i urr
255 I I n 4)
I, ,i 1 255 > LO
~ _ ECONDARY ELEC I I WATER SERUI - ~ 2 r 00
X 0
I q` ~ 0
25G WIN"
li 2501 cc r > X
~i ~ 200
nr,i r corn ~~ne
~ n
~ 0
245 245 a. a.
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t
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240 ~ _ ~ WAR , 240
~ r
3 ! / .r 45
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i ~ 235 235
n i ~ i
~ i ~
~ ~ ~
i
230 ' 234
~ ~ ~ i
~ i
i
225 - 225
a ~
220
220
0 n
i rt u SCALE 1 "-50' HORI. 1' ==W VERT.
t BOOK NO.
2~5 rv
• T ~ T T T 215 SHEET
z oo c.B ~ oo ~.e o 00 ~ oo z as 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 19 OF 30

Drawn by Ben amin R. Lennon
Checked
g David E Vaughn,PE,PLS
a. ~a Reviewed
Q J. REITZEL,PE,PLS Date
C~ 1-10-07
~a~j
~9 9
WOODSLINE 0 V
. .o? . ~ 1
. ~ . ~ \ ~ CONTRACTOR SHALL SAWCUT EXiSTU ~WCUT EXISTING
, PAVEMENT ALONG SEWERMAIN IN ~RMAIN IN > ~.1>
4~\ , . . ~Q BREWSTSR DRIVE (10 MAX PAYMENT ~.....\~r ~ < . . WIDTH} AND ALONG SEWER LATERAL, AX PAYMENT JER LATERAlS(6'
. . MAX PAYMENT WIDTH . BASE BID PAT ...................fit F } BASE BID PATCH V)
\ ,>w P RMANENT PATCH SHALL BE PERMANENT PATCH. ALT. 8 ~ S STA 2+30 TO 6+00 'ATCH. ALT. BID
~ SNAIL BID TEMP EN LIEU OF PERMANE ~J ~ WBTLNNDB 12' MAX WIDTH PATCH ,(V . ~ ~ ~ PATCH (NO OVERAGE ALLOWED}. pF PERMANENT .LOWED).
REMAINING MAINLINE 10 ----~.,r,., . ~ MAX WiTDH. ALT, BID BREWSTER DR. SEE THIS SHEET ~r
~SILT~FENCE~ ! ~ ~ TEMPORARY PATCH iN f 116 Z W L.L..
<CI \ ' ~ ~LINE,ATGON LlEU OF PERMANENT ~ ~ PATCH. 706 BouN cT ~ \ ~ i \ \ ~ EPAiR W TER LATERALS 7602
L M1 S ~ ~ ~ . y.. Q~ o /r 4. ~r, \ \ \ CATCH BASIN r~ ISTURB BY ~ V A ~ ~ I 7602 BOLIN CT jj_....w (J) 0
S o1 camp 22~ 2r~ nuc. \ 1 ~ \ INLET PROTECTION GONSTR TI N. N \ C O \ \ \ W! HIGH FLOW SILT ~ ~ 117
j - ' ~ i1~ ~u~'xt sr ~Mf ~ ~ _ - coc~TACTCiTY R ~ ~ EPARA E PArYME T \ / ~ \ \ \ \ SAGK{iYP) //,,r STA 7+00 1 j ~ i.50 FF T. 239.31
0 . ~a4-.GVr x~ _ w M ~ ENGINEERING REP. FOR ~ N _ ~sAN ' - ~ ~ . ~4~ . ~ INSPECTION aF STORM ~ \ \ \ TEMP. GRAVEL ~ ` r f 1+06.50 FF T. 239.31 \ \ j ~ 130' OFF LB / \ SAN MH 2 ! ] ~ TOP 8.U I ~ / ~ \ CONSTRUCTION + INV 100' FRONT 23 .2 OFF FRONT T 23 .2 t"t`"."..
Q ~ DRA N PRIOR TO AND j 101'M~ ~IOd1P'dOQ r ~•+r"" +..~o,,, ~24.~..~ TQp ~ ~'`p ~ STA 11 13 f 1 - ~ / 5' SAN H \ \ ENTRANCE 115 REAR 233. 38" I~CP \ V A f 4 \ ~ 15 ~ t 21.41 ~ ~ REAR 233. STRIP TOPSOIL, STOCKPILE, z F~ co
dt wife Laura A. m»•,.. ~ ~ ~ ' ~ AFTER S.D. CROSSING(I'YP.) SAN MH a itN 219.17 n ° r-'' STA 5+45 36 RC 'ChOprt180 ~•c .j . y..-~... OUC 21.38 1 itN 218.17 M TA 7 47 = \ \ \ ~ p If INSTALL LATERAL, ADD U 0
O.i3. 8726, P .0761 f - + 9496-45- 737 ~ STA/0+d0 PROFILE "P' \ f , Q 2 p _ _ _ f ~ i SAN MH ~0 ,~n~ w AMENDMENTS TO TOPSOIL, SEED DISTURBED TURF < V~) •j CO
9494-45-4727 'I , G STA Q OQ ~ ~ m ~ AREA WITH SEED MIXTURE V
~ ~ ' ~ BR~WSTER DRIVE II ~ ~ , p ~ n ~ s5a Z =STA fi 45 \ Rti~~ S \ c~ ~ ~ ~ ~ BREWSTER 93-8 S 3 6 -8 ~S o ~ p 0 SIMILIAR TO EXISTING LAWN W u. u. 0 AND CRIMP IN MULCH.
105 BRE'~TER DR 1 ~ a © a ~I 't 1 ~ STA1+5~ c~ o ° 0 TOP 233.~~'
~ c, cy 4" SS LAT. Q ~ o n 4i M 11,5 L 1 ~ ~ "b~ ~ ~ ~I! , ~ 9 ~ 1 ~ ~ a © ~ z w m V..228.0._._.- ( .2 W A o •D W < 0- ICL
~ ~4 ~ OLIN UURT l i'
` \ / r a n ~ I W Z
~ ""'~N ~ y I G'0D p...r -1 ~~1 I G 38' - 0 y CATCH BAS! N"~`,.J N ~ ~ z cn t>~ ~ ~ ~ o Ne 0 j SECpNAUi~' m N m "r) ~1 Qn Riy
I ~ N .F ~ + »•1 ~N / g 0 ~ N N INLET PRO CON I cn ~ I o ~ + , 219.08 \ p / / ~ N ~ N STRIP TOPSOIL, STOCKPILE, F \ ~ BURIED E ~fARN~R c» ~ ~ ~ f ~ ~ ti / w ~ INSTALL LATERAL, ADD z. +os.5o FF RT, z41.s
111 INOLESIDE DR co ~ _ Wf HIGH FL IL ~ o ° c°' g / ST ~ cab I I INTAI 10' MINIMUM ° UGE c• g ti CABLE l I w ~ o ~ j o / ( ~ I \ AMENpMENTS Tp TOPSOIL, ~ tso• OFF LB \ \ \ ucE \ ~ ~ ~ I 124 BRE~IST£RjpR SEEDDISTURBEDTURF ~ ' 100' FRONT 2 8. 06.50 FF RT. 241.9 0' OFF LB 7601 BOLIN CT
T q r% 0`0 P OA Sq H I N T SEPARATION 1 P~lI rN~ ~~y ~ co \ d , Phi \ ~ I I 1 1 ~ 5AN MH \ \ \ IRand nr~ Ken AREA WITH SEED MIXTURE j 115 REAR 23 , 0' FRONT 2 8. 5' REAR 23 .
a2 •a 705 FF RT. 233.x9 B ENS AND WATER cap o IN , (Tff ~0 CROSS UNDERGRO ND ~ FF RT. 233.57 ~ r . . 10 FRONT 230.22 75' FRONT 231.4 ~ SAN MH \ \ Y ~ \ 14+70 FF RT. 244,11 ~ I ~ STA 1+93 \ \ I ~ I 13+50 FF RT. 238.47 ~ 15+53 FF RT. 244.94 (SIMIlIAR TO EXISTING LAWN ~ „ w ~ `1 ~ nth ~ 65' FRONT 243,0 SAN MH \ 75 FRONT 240.5 118 LL
SAN MH 6.2 R ELEC. IN ACCORDA CE 100' REAR 231.4 ~ , „ 105 REAR 232,9 FF RT, 238.6 j n M STA 1 13 \ \ 4~ 70' FRONT 233.1 Cry ~'s\ \ D.~, 31 ~5 P .016 AND CRIMP IN MULCH. DO Np tSTURB STA 1+13 V \ ° ~ 1D0' REAR 231.7 100' REAR 242.7 {'('gyp.) 105' REAR 242.2 ~ V :PAIR fiv/
I / TA 1+54 NEC. (1'YP.) N - 95' FRONT 233.6 Q e 5EP TE PAYMENT I 115' REAR 235.6 ~ c " ° , V ~j 199 46-14~~5 w DRIVEWA S. REPAIR ~ v .o i V ~ ~ DAMAGE Dt~E TO
/ 17+01 FF LT, 239, Sr 70 FRONT 237.2 OA x \ 106 BREWSTSR DR I I \ \ F, 115 ~ S I ~ FF RT. 238.06 GONSTRUCTIQN. NO ' 9 7 \ T ~ s5' FRaNT 233.6 SEPARATE PA ENT NO
120 REAR 235.7 O NL ~ 1,5 121 ° h 2?y ® \ \ 114 ~ I t 1 R \ \ ~ I I I I 5 EAR 235.6 \ \ 113 112 a ENT
•S D OT DISTURB r 7606 BO'ml CT V\ \ \ ~ \ ~ to 7605 BOLIN CT ~ sy ~ ~ ~ I i I I v \ 1
61 / ~,DRN Y5. REPAIR 1 ~ \ ~ 119 r 136 $REWSTER DR \ ~ \ „ p ~a CONTRAC OR SHALL \ / f
S GE TO 7605 BOIIN CT ~ r I` ~ y~,y~ 119 INGLESIDE DR 110 BREWSTSR DR ~ ~ 'o ~ ~ ~ CON UGTI NO I I o / qA rx r ~ ~ \ \ \ ~ T~.4+83 SAWGUT EXISTING ~ BOLIN COURT \ ~ \ Q 132 BREWSTER OR \ 0 \
ry ~ tiG 60 SEPARA E-f'AYM T WATER LATERAL ? . © 2,~ ` ~ \ \ ? ~ 128 BREWSTER DR TOP o PAVEMENTALONG SEE TH15 SHEET \ I o sEWERMAIN IN BaLIN \ ~ F \ INV _
.o I 120 I ~ 2 ~ ~ \ d' A ~ ~ •a o / 119 N \ \ ~ { \ \ ~ p \ I - tCOl71F~"fi;li~ViAX PAYMENT
` N i r. p 19+20 FF LT. 242.02 / / ~w \ ~ ~ I ~ ~ \ \ / WIDTH) AND ALONG SEWER ~ ~ ~ Donato Derton & wrfe \ LATERA S 6 MAX PAYMENT
/ ~ ~ 70' FRONT 243,8 O ~ ~ ~ 115' REAR 24T.6 ~ ~ ~ ~ ~ ~ Consuelo M. Derion ~ WIDTH). BASE BID PATCH \ s l ~
K 1 +06.50 FF RT, 3' o ~ . 238:84,.x',.,, ~ 130' OFF lB - t~ ~ ~ I 1+06,50 FF RT. 95 100' FRONT 1+06.50 FF RT, 39.31 / ~ \ D.B. ~~~g' P .0085 SHALL BE PER NEN 130' OFF lB ~ ~ ~ ~ \ \ ~4 - ~ BREUVSTER DR. SEE THIS SHEET
C~B 242. ~ N 180" OFF LB ~g >K ~ ~ 115' R 233.5 100 FRONT \ \ 98 46 ~ 57 PATCH. AlT. BID SHALL BID / ~ \ 115' R 233.5 ~ / tP~, ~ TEMP IN LIEU OF
h ~ I / 100' FRONT 238.6 0 237.79 / I ~ r ~ / 'REAR 239.4 PERMANENT PATCH (NO
OVERAGE ALLOWED). 4 TBM #23
~ ~ ~ ~ I o FH STA 9+25 4.5' BUR TBM #2: ~ ~ FL EL. 2 4.5 COTTpt r so COTTON SPINDLE ON
~ 7601 BOLIN CT ~ I 7602 BOLIN CT C - ~ 6OLIN CT W/6'6'"X6" TAPPING SLEI"VE 5~ B/C IN S / , B/C IN SW COR. OF INT.
< - ~ ~ ~ 118 4~ ~ ~ 117 / \ /,q 6" TAPPING VALVE WJBOX & OF INGI 7 CONCRETE PROTECTOR RING BREWS' OF INGLESIDE & BREWSTER
~ ~''f ~ , c ~,,Qt ® E!. zoo., EL. 240.37
O i V
S ~ / 50' o' So' / 50" 100` c Z
I I' 0 RFAMENMEW4 i
kik
/ C A
/ / FOR LEGEND SEE SHEET 2 FOR NOTES SEE SWEET 2 & DETAIL :ET 2 `yC)~- QF E SAS / _T 2 & DETAIL SHEETS. '0 , y
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18 OF 30

_.a_a__~ ~.r~RF_ _ _ _ _ _ _ _ y.___ .~.~.__a_.____.__ _ _ _ _ _ _ - -

x x
Drawn by
Benjamin R. Lennon Checked T
Rl ~ STRIP TOPSOIL, STOCKPILE, Davit! E Vau hn,PE,PLS
/ INSTALL LATERAL, ADD AMENDMENTS TO TOPSOIL, Reviewed
SEED DISTURBED TURF 6610 GRIST MILL RD J. REITZEL,PE,PLS
6608 GRIST MILL RD AREA WITH SEED MIXTURE Date 1-1x07
/ SIMILiAR TO EXISTING LAWN ~ 129 1 ~ 28 AND CRIMP IN MULCH,
~"3 6606 GRIST MILL RD
J U
i / 127 / 1 N
f 130 6602 GRIST MILL RD A J ii
6614 GRIST MILL RD 8-f•05 FF LT 257.09 85' FRONT 256.5 120 \ ~ J
t i ' ~ 115 REAR 266.8 8+35 FF LT 257, ~ 6+85 FF LT 259,05 uj
85' FRONT 256 / 70' FRONT 256.1 GJ y 125' REAR z s x~` ^ 115' REAR 256.7 J U
~ 4 6J~~ Oj \ ~P ~ J C~ Q p. ~ 9+40 FF LT 257,87 < 0
z CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG SEWERMAIN IN CJ O y REP R WATEi~ \ ~ ~ q ~ 65; FRONT 256.2
GRISTMILL ROAD (10 MAX PAYMENT i ~ ~C1 LR RAL5 .t * ~ ~ J 95 REAR 256.6 ~ ~ p ~ ~ 1 +32 FF RT 257,30 STUBBED BY Z~ 4rp ~ ~ ~ N u~ .a ~ o q
WIDTH) AND ALONG SEWER LATERALS(6 e? i MAX PAYMENT WIDTH). BASE BID PATCH CJ k ~ z Q N } v5 Cj J (j 50' FRONT 253.1 CONSTRUCTION. a ~ n ti 0 y q ry \ ~ 90' REAR 253.2 ~ O a ~ F- 2 Q ry
I SHALL BE PERMANENT PATCH. ALT. BID a sEPEBATE ~ ~o oa RYMENT ~ m ~ ~ ~ y ~ ca Z
~C SHALL B#D TEMP IN LIEU OF PERMANENT ry ~ o~ ry ~ ~ ~ \ t Q' EL ry 0
PATCH NO OVERAGE ALLOWED , ( ? i
' 1p ~x ~4s Q, ti~ n x1 q, ~ ~ ~ ,.w.-.--- ~ ~,~cw m 4 SS LAT. (TYP.) z Ct)
i 5~ Q ~tb. ~ ~~ati 5~ Q o`ff' UGE ~ p- 2
y~~ PRIMARY ~ ti~ `'~--5. a r ` ~
~ 6618 GRIS ~ a. s61a cRlsr MILL RD cP, - - SAN MH 14.5 L n
_ - x \ 134 ~ ~ STA 7+00 - _ 135 WKf>~t 2~O,~v W
136 ~ 137 HEE ~ ~ e i k Rat ~;i9 4 d N~ ~ IMI. 249,44 ~ ~ ~ cs? ~ ©q ~
. ES .SE qR IDE _ LE5 6622 GRIST MILI RD ING \ 6 ,fi 'O t4 N O 1+12 FF !.T 254.25 ~ + 1 .,1"~ ~ o ~ ~ N tl) ~ O A l1J LL
~ 6626 GRIST MILL RD r 50' FRONT 255.6 ~ S ~ a, 4 N ci SAN MH 0.6 80 REAR 255.$ ~d l J ~ ~ q ry 0
4' FENCE 6634 GRIST MILI. RO ! CROSS RGROU ' ~ ~ ..--EL1~N ACC RDpp~NCE ! ~ f RGROU tiP RT. 256.35 ~ ~ 4 ry STA 9+45 C RD UGE Q~i 15' FRONT 254.5 J ~ ~ 0 ~
~ ~ i i CONC. 1 / 23 WITH NEC. ( P.) NO I ~'t ~ z P.) NO PRIMARY r ~ I! fi 105' REAR 254,2
. ~ f ~ SEPARATE PA ENT 'r ~ \ 9+07 FF RT. 25 .12 J PA ENT ~ ~ ~ \ 75` FRONT 254.9 J ui
~ ~ ~ ~ 10+50 FF RT, 6.38 3+80 FF LT. 252.09 ~ , ~ ~ ~ 80' FRONT 244.2 1+78 FF LT, 251.75 ' F T ~ ~ SA 3.2' R iNTAi 'MINIM 125' REAR 254.5 ~ / 0 9,~ UGE SECQNDARY 5+5 IZONTAL EPA TION
~ ~ r t l ~ 100' REAR 245.5 85 RON 251.1 ~ l 5' FRONT 248.8 15' REAR 251.3 25' REAR 246,6 ~ ~ ~ s~RVlc~ \ 1 ~ ~ 0.05 FERN IFF BETWEEN SS ATEB ~ , I J ~ 9+35 FF RT. 25 .92
i ~ v, rte +fi 5 •v TRANS gRMER \ a5 ~ 5+55 RT. 255,64 6611 GRIST MILL RD 60' FRONT 255.2 !Ar 95' FRO 252.9 \ ~ 90' REAR ZS5.2 uu (L
Q ~ ~ 1~ 1 I ~ ~ ~ 125' REAR 52.5 \ ~„py i ~ x 109 J
118 5 INGLESI E OR ~ ~ , BURIE6 TIME WAR DO NOT 0 g ~ r i CABLE(TYP,) DISTURB p N N k ~ ~ a
~ C0 5 i1 I , < W ~ ~ PG I II CTV ~ m ( _ S~ +5 .p N 'tA Nv ~ ~ i ACS r 110 J w~~r ~ .p~ 'tA ~ ~ 6607 GRIST MILL RD UL
~ SAN MH ~ ! + I ~ w v~ W ~ 9+90 FF L .244.40 STA 0+00~ ~ I _ _ ~ • cn ex / i
~ 80' FRONT 240.2 ~ l a I 110' REAR 237,1 ~p ~ .,,,,r 108 111 r ~
~z'~., c~ _ _ ` ~ v ~S ~ ~ A ~ 6615 GRIST MILL RD o ~ ~ 9 \ / 108 GOLF DR i/ ~.Q six 4+ FF RT. 251.04
1 ~ r~ rr CONC. VE ~ r ,_,r, ~ ~ / ~ ~ t~~, t~`,~ FRONT 250,4 \ y ~ 110' REAR 250.7 77 w Qf
MAINTAIN MI .18 ~ ~ N ~ GRIST Mil VERT. SEPARATION IM ~ L ROAD ~ ~ 4
EN SAbt,..SE44IER ~ ~i ~ ~ p ~ \ / ~ r
AND WRIER P ~ - ~ CHAIN n w ~ a ~ DO NOT DISTURB ~ DRIVEWAYS. REPAIR
~ i a / ~ ~ ~ ~ 122 INGLESIDE i I ! m ~~NCE o _ ...f N E 1 ~ tee- n x0.1 r SRN MH ~.2' R 1 6619 GRIST MILL Ro FN STA 555 4.5' BUR DAMAGE DUE TO ( ~
S~~`A 8+79 ~ ~ 9 1 ~ n. a . ~ -a ~ STA 3+47 \ / FL EL. 252,65 CONSTRUCTION. NO ~ \ 1pl ~ n ~ 4+5D FF RT. 250.79 \ / Wl6'X6"X6 TAPPING SLEEVE, SEPARATE PAYMENT
TRI-LEVEL t ~ SOP 246 r + ~ N h t~ rn pJ N W ~ + 5 FF T. 4 . 6 ? ; ~ •0 MA#NTAIN 1 MINIMUM cv cv ~ N w s a L 2 9 , ~ lNV241,5p ORIZONT SEPARAT{ON 4 a cv I N A ~ 85' FRONT 249,8 6" TAPPING VALVE W/BOX ~ N ~ 125' REAR 249,5
80' FRONT 241.7 1 ~ 1+30 GRIST MILL O ~ Q' , ~ ~ 1 5' RFAR 238.1 1 i FF RT. 248.39 BETWEEN SAND WATER ~ f^• C'w ~ ~ ~ ~ CONCRETE PROTECTOR RING
t ~ tl3 F- 6 I ~ ~ 60' FRONT 248.1 1 /
{ ~ ~ 95' REAR 248.5 i CONC. i I
i ~ , ~ 3+ i ~ ~ I 80 3+40 FF RT. 247.51 \ 80' FRONT 247. 6621 GRIST Mill RD b
i z I 2+50 FF RT, 247,95 2+65 FF RT, 247.92 11 - ~a i 80' FRONT 246.8 75' FRONT 247.0 110' R 7.0
1 ~ 120' REAR 246.4 105' REAR 246.7 r 123 5 INGLESIDE DR ti 106 / TBM #3 / RR SPIKE tN BIC BAD. E IN B/C RAD. IN
w SE CORNER OF TNT: 0 ~ INGLESIDE & GRISTMII VER OF INT. OF )E & GRISTMILL
~~IIhh ~IVV ESIDE DR. SEE 1 EL. 243.93 t3
SHEET 11 i / 5'
6627 GR15T MILL RD ci
I 6625 GRI T MI RO 5 LI. 6623 GRIST MILL RD z
i t I 1 ~4 105 / rr~wi,rrrr~`
f 50' 0' 50' so, 100, ArR
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FOR NOTES SEE SHEET 2 & DETAIL SHEETS. TAIL SHEETS. »
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a+oa ~ +ao 2+aa ~+aa 4+ao 5+00 6+OJ 7+00 8+00 9+00 10+00 11+00
17 OF 30

Drawn by
Benjamin R. Lennon
1 Checked David E Vaughn,PE,PLS
.v ti~ Reviewed
^w-. J. REiTZEL,PE,PLS
1 ~ 6604 BONNIE BELT LN Date 1-10-07
~ 34
~ 6602 BONNIE BEII LN
4~ 35 V
i 6606 BONNIE 9 LL L t~ ~ N ~ C
33 I ~ 1 1
I i ~ , ~W
i 8+78 FF LT. 254.07 LU
75' FRONT 251.5 1v~ / 105' REAR 252.2 Vj
/ \ ~
i ~ +10 FF LT., 252.98 1 CATCH BASIN INLET 3:
i 3 I 6608 80NNIE BEII IN 70' FRONT X50.8 5(~i R0{ Z ~ PROTECTION Wf 10O' REAR 251.0 ~ 24$,~ 0
4 i 'o D HIGH FLOW SILT 18.N239.03 ~Nno 32 tip t8 IkCf 238,fi1 w ~ SACK(Tlp) ui
i o in ° ~ \ 0,~9 z a G r~k ~ UGE z
\ SEC NDARY 0 W
1 3 ~r ~ _r-~ ~ ~ . 'T z
I ~ 7 7 FF LT. 249.46 ~ rj 0 2 9 ~ ~ 0a f23 TOP 249.51 Z Z
E 6612 BONNIE BELL LN 100' REAR 248.4 ~ pROp ~ 49° ~ i ~ 18' 0Ur 241.~i 0 ~j ® . ~ ~ co ~•0 x IRON co ! TO ~3 W 00
31 ~ sr 7 UI~ER PA'~ti'
z
V i ~p 5+9 FLT. 249.65 \ f i Uy 80X N/L z ~t
+ t7 6628 BONNIE BELL LN S H~~'T Q,~ 6624 BONNIE BELL LN i 6 FRONT 246.8 , ~ ~ O EII IN ~ ~n y ~ ^p D 6616 BONNIE BELL l.N 115' REAR 247.1 ~ W CJ)
r ~ 27 I _ 28 \ ~ ~ Q0 ~ TOP 248,88 6620 BONNIE BELT IN p J W ~ W 247,5J 30 ONTACT CITY ~ ~ r uo • ~ LLI .....LL
130 S INGLESIDE D STA 7~F02 I 20 I 29 ' ~ 4 INEERING RE FOR , r ; / SAN MH 3.3' .j 0
I I ~ 0 ` c TOP 24,1 , I CR~S~ sI~-LEVEL INV 235,t~ ~ iA STRIP TgPSO1L, STt7G PILE, 2+4o FF LT. 1 EL C. I CRASS UNDERGROUND ~ IN CTION OF ORM r ' _ ~ ~ a p ~ STA 7' 90 E! C. IN ACCORDANCE DRA! RIOR AND ! ~ ~ .j W
7+10 FF LT. 241.62 \ L P, 131 S INGLESIDE D INSTALL {,,,q,TEPpi,,,y ~ 70' FRONT 245,8 ~ P ~ ~ } 120' REAR 246.3 1 ~ ~ -9 Wl NEC. (TYP.~ NO AFTE ROSSiNG(IYP.} ~ ' 'L ~.o ~
75' FRONT 24o.s ~ ~ AMENDMENTS TO TO SOIL, S PAF 105' REAR 240.0 ~ I 1+05 BONNIE BE l S pARAT 4+80 FF IT. 248.69 \ , F f ~ L x~ \ 8+35 FF RT. 250,69 65' E PAYMENT 1 ~ r~ >z ~ FRONT 248.6 70' FRONT 246.4 ,a~J+ PROP. , t c~ W z
~ > > FF LT. 248.39 SEED DISTURBED TU F ~ 55' FRONT 246. AREA WITH SEED M RE 115' REAR 246.$ ~ Q "9 ~ •p cS 90 REAR 247.8 'frG,~, ~ IRON ~ ~ i TOP 1.73 x A REPAIR WATER TERAI.S F-
I: g ~ ~ ~ ` ~ ~ 100' REAR 246. SIMILIAR TO EXISTINd LAWN 3+30 FF LT. 247,52 I ~ ~ ~ ~ I 70' FRONT 244,64 Fl. 240.7 ~ cP~ . ~ 4+35 FF LT. 247.56 ~p s yy ~ ca , TUBBED BY
1 I ~ CONC. ~ CONC. AND GRIMP IN MULGM 100 REAR 245.12 ~ ~ ~ r I ~I _ ~ ~ ~ v 70' FRONT 245.2 18• ~ ~ \ ~ ` ~ , Co STRUCTION. NO 105' REAR 245.9 ~ ~ ~ ~ ~ O~G SEPA TE PAYMENT \ W 0.
~ ~ U E t ~ j ~ F 6 ~ q, n 603 BONNIE BELL LN
\ t v, t N M C ~ ~ ~ ~ ~ PRIMA Y ql, N N N ~t r.'? t ~ 4 ~ ~ ap ~ ~ 7+3 FRT. 248.99 70' c j ri ~ d. N N ' ~ ~l%i F T 247.1 53
t t- 0 ~ SAN MM d a + ~ ai 132 S INGLESIDE R ~ II ; ~ ~ * ~ vj M.. ~ 0. ry r j ~ ~ 4" IAT. (TYP.~ + `y' 4 0 ~ ~ ~ 00' REAR 247.6 N ~ ~
1 ~
I , . 6 q TR!-LEVEL ~ y I _ _ o ~ ~ ~ ~ ~ ~ 6611 BONNIE BEII LN
5+53 FF LT. 236.1 ~ I < < ~ 78' FRONT 234.9 ~ ~ `"7 "~'c--~~---. r ~ ~ ~ yg.~ ~ Q DO NOT DISTURB ° ' ~~F DRIVEWAYS, EPAIR r. ~ ~ 54
y ~ , ~ r _ I! 345 -S SS 110' REAR 233.5 STA 9+5 t r , o ~ t 211 ~ ~ ~ ~ ' ` DAMAGE DUET FH STA 6+30 (4.5' BURY} f ~ ~ SAN MH 2.9 R CONSTRUCTION. 0 F! EL. 246.30 co
P~38.8t r ~ a W .24th BONNIE 9 I , ~ , ¢ ~ ? W VJII.11E-• BELT LANE o .4 ICON . t '141.14 ~ a ~ STA 5+35 „ " PARATE PAYME Wl6 X6'X6 TAPPING SLEEVE,
t y 1 _ ~ 0 ~ 6" TAPpiNG VALVE WBOX F 4 /
I , t ~ C / w ~ t"- 1 I r.e~ ~ tl: z~ ~ a • T~' 241.03 \ AND CONCRETE 49a 18' IN 235,81 1+56 FF RT. 24 6 80' PROTECTOR RING, P ,g8 pR ~ FRONT 241.8 \ m
I 1 \ I + tl' C(1 M ~ a 1 ~ ENS ~ E , N ro ~ as IRON ~ ~ 110' REAR 43.5 ~ " ~ 24 OUT 2
I ~ ~ ~ i s v"~ A, N N M rr M ~ h ~ ~ 1~ 1 r wO dam 4 SSLAT. ~ cn~n0ppp~ I I 1 i ~ F- F.. O ",a N ~ N N N3 0 ~ ~ AN MH 2.8 R ~ IM o o ~ i
I ~ F- ~ P.) N N t r COMC 1 j I CONC. Q` ~ ~ ~ ~ ~ ~ ~ CAT BASlN iN / ~ ~ 10+83 INGLENOOK ~ ~ pROT TION /
136 S INGLESIDE OR r I I G 1`"' O~ ~ I , , I D ~ H ~ h- t l I I l y I ~ ~ MAIN AIN 10 ~ ~ , p „ ~ ~ HIGH FL II.T MINI UM \
t I , s D STURB CTV I rRl-LEVEL t y l~ D I ~ ~ t 1 i y U1 I t 1+10 BONNIE BE L 1+30 FF RT. 247.05 I 4 ~ ~ SACK(TY 6613 BONNIE BELL LN ORIZONTA! 2 ~
I 4+65 FF LT. 233.55 I r ~ I i FF Ri, 245.87 G 75 FRONT 234.2 lST~4+~~ I r 70' FRONT 245.1 2+12 FF RT. 245.59 I 3+05 FF Ri, 245.69 EPdRATION I! and 5~ FF RT. 245.69 E EN 1+65 FF IT. 236.6 6
19 t 6p ~ j 65' FRONT 245.0 10D' REAR 244,4 70' FRONT 245.1 70' FRONT 243.3 120 REAR 23 , tTOF~ 237,4 ~ 1 I r ~ ry I i 110' REAR 244.1 100' REAR 244.6 100 REAR 243.4 ~ ~tdV.1230.0! ~ y t ,ONT 243.3 ~ 80' FROND' 23:4.55 ~ ~ ` k5 ~ ~ .~p,9 ,EAR 243.4 AND WATER 115' REAR 236.45 Q ~ ~y33
1 r 1 ~ 1 j l I I I (50' INra IoT ;73z.15 g~P ~ f ~ ~g8 35. cs~' ~ ~ V ~
I i I { I I 1 ~ ~ t I Op ~ ~ !N ~t ~ 1 ~ 22 IN ~ TBM ~'i
y 1 " I i I I s RR SPIKE IN B/C - ~
s I I I I \ i ! t1 137 S INGLESIDE DR ~ ~ ON WEST SIDE OF x619 soNNIE BEII IN 9 INGlESIDE ~ INT.
~ ]f 6629 BONNIE BELL LN 6627 BONNIE BELL LN ~ It ~"C W/BONNIE BE!! s 63 ,r r ~r* ~ EL. 240.38
~6 65 6623 BONNIE BELL LN 61 V 5 IIE BEII IN i V r~. ~ 0 ci
~i1i1,,7 hh ~1.!!~ R ~ , Z
1Y s~~ 5H~ _ ~T 1 ~ o~ z9 W..
50' 0' S0' 100 1W Ro
CONTRACTOR SHALL SAWGUT EXISTING . PAVEMENT ALONG SEWERMAIN IN BONNIE w
BELL LANE 90' MAX PAYMENT IDTH AND ( } 0' SE r:
ALONG SEWER LATERALS 6"MAX PAYMENT WIDTH}. BASE BID pATGH SHALL BE y 31 15
t PERMANENT PATCH. ALT. BID SMALL BID 1=0R LEGEND SEE SHEET 2
TEMP IN LIEU OF PERMANENT PATGH NO f OVERAGE ALLOWED . FOR NOTES SEE SHEET 2 & DETAI! SHEETS. SETS.
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22U 220
i
SCALE 1"=5W HORI. 1 "=5` VERT.
BOOK NO,
245 215 SHEET
+ +
0 OD 1 DO 2+Q4 3+QQ 4+QQ 16 OF 30
m . _ __._._.~~~e . _.__.~._n. ...___.__._._a.__.._____-__._.._.~.

Drawn by Ben'amin R. Lennon
Checked
David E Vaughn,PE,PLS
Reviewed
J. REITZEL,PE,PLS
CONTRACTOR SHALL SAWCUT Q Date 1-10-07
CP EXISTING pAVEMENTALQNG SEWERMAIN IN FERNCLIFF COURT 10'
MAX PAYMENT WIDTH) AND ALONG
~,G• SEWER LATERALS 6' MAX PAYMENT ( WIDTH}. BASE B!D PATCH SHALL BE !N(~, STRIP TOPSOIL, STOCKPILE, ~.~SI D~ D
c9 PERMANENT PATCH. ALT. BID SHALL S INSTALL LATERAL, ADD SH ~~r I ~ ~ AMENDMENTS TO TOPSOIL, 1
BID TEMP IN LIEU OF PERMANENT I PATCH (NO OVERAGE ALLOWED). I ~ I SEED DISTURBED TURF
1 3 UGE SECON RFR-WITFI SEE 1 ~ l 4 oQ SEE~ICE SIMILIAR TO EXISTING LAWN > M
1 11 1 ( AND CRIMP iN MULCH. uj m
I I I ~ REPAIR WATER LATERALS I (CO~C. I 141 S INGLESIDE QR r` I ~ DISTURBED BY
1 I I ~ I I 1$ 6sos BiB6 cT CONSTRUCTION. NO 1
STRIP TOPSOIL STQCKPILE INSTALL LATERAL, ADD _ I (i °F I SEPARATE PAYMENT ao i 172 1
AMENDMENTS TO TOPSOIL, ~ I I c N I I ( ~ ssn2 BIBB cr Q. z
SEED DI TUR \ S BED TURF AREA WITH SEED MUCTUf~E TA 170 ' 144 S INGLESIDE D TOP ~ z
SIMILiAR TO EXiSTiN 'LA G AUVIV INV. ~ f` 2+10 FF LL 242.58 ~ 2 > I 80 FRONT 240.1
104 FERNCLIFF CT AND CRIMP IN MU G RI I 1 00 BIBS CT. CRAWL SPA I ° FLT. 239.9 120' REAR 241.1 CE I w 0 U. U.
sr 135 . S 3+45 FF LT, 2 .87 I a 'FRONT 23$. ~ 2+27 Ff LT. 241.76 70' FRONT 233. I w ~ 0' REAR 240. I 80' FRONT 2 .6 F- VOOO
S . r I \ a ~ 39 1n0' REAR 23 . ~ I 5' REAR 240.1 055 UNDERGF~OUND ~ I
coN . 3 n BURIED TIME ~ oa LEC. IN ACCORDANCE 4~ • ~pp~ + ~ ~ rn ITH NEC. NO 0 Z
1 2 F CL CULDE5A / \ FF 249.8 FH STA ~ ra (m'•) N ~ ~ I \ \ ~ d' a N ° ~ SEPA PAYMENT SEE SHEET 11 ~ ~ ~ ~ n N N cq W
110' FRONT 248.3 ~ \ I ~ ~ 160' REAR 243.4 I ~ ~ N ~ "C a I F- > W
E ~ p Go ry Z CC W U.
135 6618 GRIST MILL RD 4 ryry a SA MH - ~ ...Y ,~4 J C(0 WITH WYE @ BIC C/y W
Q I71~~ \ d ~ ~ 1+12 FF LT 254.25 p CONC. y ~ \ \ 13 IN LE51DE ~ 0-8 SS 1 W ,.,j
50' FRONT 255.6 ~ p a? \ REAR 255.8 M N N ~ ~ ~ BIBB CQU BI-LEVEL FF 224.25 RT .r ~ J LL.
f W `'NN I ~ l ~ Q rrr 148 S INGLESIDE DR TR!-LEVEL 100' FRONT 221,9 ~ ~ ~ 2+00 FF LT 229.45 ~ ~ 15 '
MAINTAIN 1 MINIMUM ~ p > > 1 I v,r~.z CO C ORIZONT L SEpARA ION / 270` OFF C 5AC 100 FERNCLIFF CT 75' FRONT 27.2 1'~ CO . DR. 0 REAR 22n.7 ~ ~ ~ CAT ~ 105 REAR 26.1 CH BASIN
BETWEEN S AND WA .,r ° ~ FF 244,64 ~ v° 11O' FRONT 248.1 STA 7+96 ~ I ~ ~ INLET TOP 228.4 MAINTAIN iQ' MINIMUM ~ _ ~ 1 W Q.
` ~ 133 60 REAR 244.5 o ~ • 5TA 2+10 PROTECTION ! iNV 222.0 HOR{ZON"~AL SEPARATION ° ~ ~ - ~ HIGH FLQWSI T 1
I FH STA 5+55 7 \ w~1~ vuv~ UGE ~ FL EL. 252.65 1 r ~ ~'it.96 c \ PI~lI~ARY B ENS AND WAT I A ETNA S ER SAGK{TYP 6601 BIBB CT 7 I Z
SEE SMEET 17 t TRANSFpRM~'t-~-~--~-"'"°` ~ 171 W <
/ t7t 1+42 fF RT. 230,11 STA 1+68 ~ J
X00.$^' S5 5PIIRE 0181' Vj T 80' FRONT 226,7 ~g'(pEr \ p$, 5~4, p~, ~ t~ x OP 228.0 100' REAR 227.3 ~ 9498-44~.~,gx ~ ss our zzt.i~ I ~ CL LL.
_ ~ ~ `POSSIBLE-NI~.U~.....~ 20' Easement INV 223.0 A srk 11 2
~ ~ LocATION of UGE o ~ FERNCLIFF C ~ T~ PRIMARY ~ r \ ' ~ 6609 BIBB CT ~ ~
f ro ~ Da NOT A %So
t' 2,S I TURK 2 S SO r WA R z ~~rj BI-LEVEL FF . 0 ~ R.~ ~y a
~ ~ •d 132 ~ a1+9 AN MH 5 L y O,p LATE LS SAD C ~ ~D ~C ""'_f o S ~ 100 FRONT 218.4 SN EET 11 iitr u, 150' REAR 212.7 / Cl
STA Q-05 = 5+55 SS LAT ~ ~ ~ SAN MH 10 L ~s s ~ GRI5T M (n'P~) ~ o r ROPERTY OWNER REQUEST PLACEMENT OF I! s603 BIBB CT ~ ~ ~ SENT OF II
~ ~ STA 1 95 p \ N N ~ SEWER LATERAL AS CL SE T O 0 DRIVEWAYAS CONTRACTOR SMALL SAWCUT WAY AS I a 172 ~ EX STING PAVEMEN I' ALONG ~ m
DRIVE 1+32 FF RT 257.30 Q Q. ~ UGE SECONDARY 2+20 EXT. @180' POSSIBLE. CONTA T 50' FRONT 253.1 ~ 0 Z ~ C OWNER FOR EXACT rn $~CE (~rp~ FF 257.81 LOCATION PER PROP ' / ,r' s ACT SEWERMAIN iN BIBB COURT (1Q MAX ~ 172 / ,r ~ ~ S \ ~
ERTY OWNERS REQUEST ? ~ 90' REAR 253,2 N 80' FR T 256.3 i 12 ' EAR 257.1 BEQUEST PAYMENT WIDTH) AND ALONG ~ 0 ~ / ~ rQ tia5 . . ~ , ~ x I wifa~Erf ~ 0~ ~ ~ A SEWER LATERALS(6 MAX PAYMENT p,8, gyp, p~, pM2 tiL ~ .
f 325' RT OFF CUL ESAC WIDTH), BASE BID PATCH SHALL BE ~ 9498-44-e190 2 ~ ^ti . . i
J BURIED TIME WARNER FF 256.00 ~ 101 FERNCLIFF CT CABI.E(TYP,) 95' FRONT 255.2 PERMANENT PATCH, ALT. BID SHALL , . . BID TEMP IN LIEU OF~ PERMANENT ~ ~-~-2~'......
140' REAR 255.8 \ PATCH (NO OVERAGE ALLOWED). tip TE .M- . . .
~s M It,!! ~I ~ . t5' .8 SS .
4 6614 CR1ST MILL RD S F C s H ~r x I so StVCT . A p so ,,,.,....w- C d
9r 13a
105 FERNCLIFF CT fo ~ . ,l ~ .
s WETLAND . ' DELINEATION
131 I Coo . LIMITS e~~ . J.•.
TBM t~ \ So~~` TBM o
RR SPIKE IN B/CON SOUTH SIDE OF ~ RR SPIKE IN B!C ON / WEST SIDE OF
GRI5T MILL INT, W! G~ INGLESIDE INT. W/ O z
t FERNCLIFF ~ ~ 5 BIBB CT
EL. 251.49 EL. 229,40 " 00,
5Q' d' 50' 9t
i SE
0' MMM9 r 031 1
s
R R
i FOR LEGEND SEE SHEET 2 FAR NOTES SEE SHEET 2 DETAIL SHEETS.
ETS.
i 260
240 > ~
< Cr? ~t 1..p 00
p'Tt
2 55 C> '00 Vom
235 200
._.._.k__.__......~..
I ~ N 0 s
t I _ ~ U"j V
i r
250 230 LL Q. a.
r r
't
245 ~.......,W......
'225
I 4" 1 4 .7
y w_
240
E :22p
i 235
:215
rcc

230 w
;210
W
225
205 lJ
i k
1 SCALE 1"=50' HORI.
1 --V VERT.
BOOK NO.
..............o. ~ 1200 SHEET
j ~ t + + } 0 0 1 00 ~ 00 ~ 00 0+00 1+00 2+00 3+00
15 OF 30
_____.___.~m_______~. _..~..~~~.r~_~.m___

Drawn by
P P I Ben'amin R. Lennon
Checked David E Vau hn,PE,PLS
~r! t { Reviewed
J. REITZEL,PE,PLS
N~~/D 1929 NAD 83 Date
GONTRAGTOR SHALL SAWGUT EXISTING 1-10-07
' PAVEMENT ALONG SEWERMAIN IN
INGLESIDE DRIVE (10" MAX PAYMENT WIDTH) AND ALONG SEWER LATERALS(6'
MAX PAYMENT WIDTH . BASE BID P T H ~ ) AG
SHALL BE PERMANENT PATGH, ALT. BID
SHALL BID TEMP IN LIEU OF PERMANENT PATGH NO OVERAGE ALLOWED . ( )
yN
DO NOT DISTURB W 0
DRIVEWAY . S REPAIR REPAIR WATER LATERALS DAMAGE DUE TO I f U) Q
DISTURBED BY CONSTRUCTION. NO
I CONSTRUCTION. NO SEPERATE PAYMENT SEpERATE PAYMENT +
f I 227 INGLE5IDE DR I 229 INGLE5IDE DR I 219 INGLESIDE DR I ( CL 4"""
221 INGLESIDE DR 223 INGLESIDE DR I 225 INGLE5IDE DR I I 6 ~ 1 z z M
5 4 3 I C_) 0 Cu
r 36+95 FF LT, 264.02 38+35 FF LT, 264.55 40+35 FF LT. 268.47 75' FRONT 261.8 39#30 FF LT. 266.27 70' FRONT 265.7 41+45 FF LT. 273.04 gnomon
75' FRONT 261.2 C~810P 281.t7 37+40 FF LT. 263,47 70' FRONT 269.8 I 100' REAR 261.3 t6" 258.36 70; FRONT 260.8 105' REAR 261.8 70' FRONT 263.3 110' REAR 265.5 1
' ~y" I t6" 8d 258.98 95 REAR 260.9 I 1 0' REAR 2 3. 100' REAR 269.2 R ( 0 63 9 I I STRIP TOPSOIL ST( y 2 an 258. z I I TOPSAIL, STOCKPILE,
-YI I I J INST L LATERAL, A (7 SAN MH SAN MH AME DMENTS TO T wL LATERAL, ADD W W CO W
STA 677 ~ -t ~ z ~ ~ Z -a to ~ ~ ~ p SEED DISTURBED TI DMENTS TO TOPSOIL, gISTURBED TURF D z °Z3
ro 'V A ~ ^rj { 0 N 0 -1 AREA WITH SEED M x N~ •Y NSW n NNW ~ N"C!~ Q~iVp G"p~ 0 NOT ENTER PRNATE WITH SEEP MIXTURE STREE z W
WV R8i 28078 ay ~ ~ ~ a~ ~ o cn ~ ~ ~ ~ ~ N ,a, SIMI~.IAR TO EXISTiP I'CI 1W RIM 262.2 81Y. 258.47 + ~ ~ ~ x v w ~ c~ a n Ut • .A o ~ ~ A 4 T Ti T WITH R 0 EXIS NG LAWN E UIPM Q ENTNEHIGLES. RIMP IN MULCH,
INV, 259,64 a ~ ~ ~ N ~ a w n rn a ~ cp + Q N CRIMP IN MULL N N ONE ty1~ n aib'~ n MAINTAIN ACCESS AT ALL TIMES FOR RESIDENTS AND
0 167 \ >o i EMERGENCY SERVICES, W
I W ~ ` ~ 07'-8" SS V W 370`-8"SSW ~ p FIRE DEPT., ETC, ~ Rp1A1j W
+ ~ ~ ~ ~ SS TE Q FAMfLY l.4D O V O Q p~ - p _ _ AMPLY LODGE APARTMENTS
® 1NG(.ESlD RIVE ~ n lZ812~88.83 Q ,
i r W 11111/
~ c ~ t.48 c/stop 2st.2g- p t5 ~ .S+ t8 p~ ~g,gp ~ Q -i z n ; ~ 4' CHAIN K FENCE END PROJEG END PROJECT ~ ~ ~ CL
IT'I \ ~ ' ~ ~0 NO ENTRY PF n~ w ~ ° ~ ~ i (1~I C 8 tOP 26t, pa ~ W 267.65 tiG rx rn MAIN AIN 10 MINIMUM STREETS ~NO ENTRY PRNATE W
15 8i 25&8a 4 SS LAT. .265.46 , HORIZ N L EP ~ ~ t8' 25&68 ~ 0 TA S ARATION Od STREETS Cu
~ (TYP.) I W I t GT CITY BETWEEN SS AND WATER 0
~ ENGI LNG REQ. FOR I / ~ t ~ ~ 1 +20 OVERBROOK I ~ pJyt ~ 2gt INSPEGTI N OF TORM FF RT. 268.06 AyC7r ' ^ a U.
"~'1 I / ay Cy ~ 81H. 258.65 DRAIN p OR TO ND 50' FRONT 68.1 Ct} • N c 1 ~ II 2 Q ~Nh
~ AFTER CRO SING 75' REAR 268,1 ~ N m o ~ 7544 OVERBROOK DR
~ uaa~ ~ 222 INGLESIDE DR ~ ~ rn . 00 CONC. DRIVE ~ , 1 ~ .1~ I
~ CATCH BASIN INLET t STA 1+ 13 I 18 R T TI N W! 224 INGLESIDE DR I ASPH. pRIVE 1 o EG o I ~ s ~ C)
TOP 262.0 226 INGLESIDE DR Tq 1+21 ~ HIGH FLOW SILT 1 ~ INV 257.0 I 38+25 FF RT. 6.4 TOP 2
` SAGK(7Yp) 2 6 5 I 15 68.0 ` 65 EBONY INV 1 1 i+10 CLIFFBOURNE 263.3 ~~3.Q~ W
FF LT, 265.44 105' REAR 263.5 ~ STA 1+44 60' EBONY 263.6
` TOP 262,2 4 ~ 90' REAR 26 ,1
INV 257,2 I
CLIFFBOURNE DRIVE _
sEE SHEET 23 ' ASA , DRIV i E
I ~ av~R,s 1 ~ ~ OOI~ D
SSE S R1V,E ~E~"24
NN~
F
I E TBM COTTON SPIT TBM COTTON SPINDLE
f f ON BIC ON B/C @
I WESTSIDE O iNGLESIDE ~ WESTSIDE OF INGLESIDE @ INT.
f 5' W/ HARGRO~ W/ HARGROVE CT.
{ I EL. 266.70 EL. 266.70 Z
t 1
I ~o' a' 50, 100'
p'
e° SEA r
} 310
1 i 1 r i FOR LEGEND SEE SHEET 2 FOR NOTES SEE SHEET 2 DET ,E SHEET 2~ . t SHEET 2 DETAIL SHEETS. Ss9~~jC?
{
3
I i
r
275
,275 + N
00
qqt
i cir) Q Q Q
270 ~
;270 0 Cu ~
~ a M I~
y ~
i i CU - J.,
285 265 LL. 0. CL
i I ~ .r'"'
n ?
i rte""'
260 _~r... ,~.,..+.w..i--+ ..»,v.....,,.e.,,,...., ......~-,.v, ...,.....,,.„......k.«....~.,... 1250
i
a d
z
P ..~..eww+.......~,•+m.. ~..v..~vr.nsx.r.Fwrvn.wmu w..o..e.........us..a..Mw....w~ .,,.,zn. ~A.,+J..+~»+w+vw..e ume....vwmru.....nawm.~n..
$ 255 1 :255
n 1
` 0 1$ MIN, SEARRATIQ WAT R OVER S.5, P j
1 ~i
ZrJO
n n ,250 cc
1~I
i
i 245
4245
l
~:7llt 9
240
i ;240
C f
t i, I SCALE 1' =`-50' HORL 1 "=V VERT.
4 t BOOK NO.
235 ~
3600 37+00 38+00 39+00 40+00 41+00 42+00 .235 SHEET
14 OF 30

s Drawn by
i Ben amin R. Lannon
Checked David E Vaughn,PE,PLS
J Reviewed
r,, 7558 JENNINGS LN J. REITZEL,PE,PLS
p 2 g s. a ~Q s ~ m 48 DO NOT ENTER P IV ~ 2 ~ ~ RATE Date 1-10-07
1 ~ ~o ~ ~ ~ STREET WITH ~ ~
ti EQUIPMENTNEHlCLES. ~ ~ ~ ~ MAINTAIN ACCESS AT ALL
CONTRACTORS L aA UT s / TIMES FOR RESIDENTS AND EXISTING PA ENTAL NG R~y~, EMERGENCY SERVICES,
SEWER IN INGLESI E DRIVE ~ac~ ~ co r FIRE DEPT, ETC e9 0 V +
\ ~ , (1¢ M~1X PAYMENT WID )AND Co
ALONG SEWER LATERA~.S(6' MAX PAYME T " R~ ~ N WIDTH), BA BID PATCH ~ ~ C
T~ t r SHALL BE PERMANENT PATCH. ALT. ~ r r r.. \ ~C. 0
BID HAL S L SID TEMP l LIEU bF ~ s ~ r ~ j P ~ ERMANENT PATCH ( OVERAGE G~ W
ccC G i p~L GD ~ ~ ALLaWED). 1 ~ ~
tN M p 0 B~- 207 INGLE510E DR SAN MH ~ ~ Q
j .-r r I ~ STA 2+00 50 X Lf)
0 1k~ r- , x ~ ZAO +
TO 3 151 INGLESIDE DR r f ~ 7554 JENNINGS LN ~ 2 Z cir) N
~2 n ~ ~ SA MH 203 INGLESIDE DR 13 INGLESIDE DR ~ S Q~ 0 cc
19 ~ A +5s ~~M+'~, y 141 INGLES DR L? 2990 FF' ,~~0 ` ~ I lT. 254.4 A ~ ~ 80' FR 3 ~ ~ nNT 25~5 I 211 I GLESIDE DR ~ C~ ~ ` ' n
5 ~ 0 , +7 53 y 26+54 FF L1'. 255.44 u~ co o aECONDARY 252. ~ F 1+10 FF LT. 246.79 I 110' REAR 25 i "~~p a ` a. Y n •2 A ~ M LT. 246.79 ^t 1~ ~ p ~ F-
'(QQ 70 RONT 254.1 t ~ 65' FRONT 244.6 S .0 A ~ S~11CE //1YP}} 247 55• 105 REAR 252.3 t 1 '4T 244.6 ~ ~ ~ f' L
N~ ~ ~t ~ ~ 3+ 95' REAR 246.9 26~.gO ~ 25A pN! ~ 246.9 ~ . MAINTAIN STRIP TOPSOIL, STOCKPILE, MAINTA N 1q flINIMUM ~ ~ N HO IZ ~ ti ~ . ~ SEPARATIO INSTALL LATERAL, ADD R TAL ~>EPARATIO 1+9o FF cT, W w
Ok90 ~o ~ tz 252 8TA o~ R~ ~ w- 252 ~ CONC. 1 BURIED TIME WARNER STA 1+~ 262.0 BBTWEEN T P O AMENDMENTS TO TOPSOIL, SETUUE N S 4ND WATER 60, FRONT 262,5 z
'TOP ~ r N MN ~ 2Q7 +bo CABI.E(TYP.) roP 24~. r INV t TA 0 ~ 9o R ~ SEWER AND TTOM SEED DISTURBED TURF EAR 261.8 cnNC, OF WATER.(TlP.) AREA WITH SEED MIXTURE z
t(W 2 \ I U 36.4 I J ~ a 1 1 I ~ h DRiU - SIMILIAR TO EXISTING LAWN
~ zs2.a~ 143 INGLESIDE DR ~Ig 1'pp x,93 v y r,, ~ W/V 18112~3A7 t5" 8d 25t,t8 ~ ° "~s ~l. 2 t ~ 238.74 ~ I AND CRIMP IN MULCH.
54 15' (NJIi' 2fi1,Q8 1 ~ ~ 2 ~ C I e-" N O ci ANN o $ W/V RIM 25715 ci ~ 21S INGlE51DE DR 217 INGLESIDE DR ~ IV .4 ~ ~ N H1' fq F.. ~ N , 254 8 ~ ~ SA M L
CONC. pR1VE I \ p .~z sTA 3a+85 I I ~s ~ ~ ~ M ~ ~ 20:5
58~'a N l R~. ~ ~ NGLE DE q IVE a a ~ ~ EGA' 6 2'" ~ ~ TIME WARNER GABLE 0 F 65" G I 33 5k7. ~
05 FF ~ 25N~ o 0 Ok ptJ ~ 9 ~ > FR 25 ~ o 1 ~ Asa FIBER OPTIC cABLE ~ , o~ ~6 ~ Ia, F FF t 1 2 10 FR R 26 1 Rp 66, j IN ~ ORANGE PVC REA i7 p ~ 115. NT 266,9 9 GONDUR: 1~0 >
' R~pR ~ rn ~1~ RE ~ ° 157' a RR 266 L
r. \ GAS VALVE \ ~i F - CL
I \ W/V RIM 258.50 W Lli
~p INV. 256.37 ~ ~ ~ ~ ~ 243.20 ~ f \ UGE ~ t o ~ 239.86 /2 t$~ r 6' ' ~ W iN RI,11 ? o , ~ 5" SAN MH N,~ i ~ N 3,13 i s2, q ~ ~o ^ STA 38+95 ~ app ~
PRIMARY TYP. ~ t8" SAN MN 6.9 R ~ ~ ~ 1 Mari G ~ " ~ N ~ = STA 0+00 r~ a k tt~
6 ~ STA 28+68= 5n' ,i n SAN A ~ ~ 3 95 BETHESDA z ~ ~v ao H N `~`1 4 N by 6~ ~ ~ o ~ ~ o ~ p HARGROVE © k SANMH39'R Q ~ro"~ ~ ~~2 oa ~ d
~ 1 1 ~ ~ ~ SAN M STA 2 ~ 1 "p ~ I r STA 2+35 0+94 ~ STA 29+28 a z' f wu RIM Ca 4 ° 1. ~ a ~ 0 v ~ 266.57 ~.0 ~
oy eErHESDA cr. A 0+87 ff Ri, 250.9 1+33 FF RT, / p~5 5 $.Q 250,OG ~ h INV. 263.57 "i ~Q 1+3,5 FF RT, 250,0 ~ ~ ~
~ `l6 84' FRONT 25 ~~P 24 55' FRONT 25 a R 2,5 0,2 ~ ~ 10P 258.7 34 F~ Zg16 110' RFAR 254.0 INV 2g3.4 i ~ 85' REAR 251.9 i5' FRONT D I r: N O N 250,2 3a+85 FF ~ N ~ 35' REAR 251.9 RT. 251.73 ~ ~ ~ ~
/ r ~ t5 8tl 252.+8 26k ERO~~t X512 65 pR 15 gltt 252,1 d ~ ~ 3 70' FRONT 4 N a ~ , s 100' 258,1 ~j U h R>;AR 258.1 ~ ~ ~ ~ ~ a
C. D IUE ~p / k r 154 INGLESIDE DR .~~i,1 3i~. + rh ~ s' 2 .~1 85 FF ry ~ y . ~ ~9! ~ 7a F Rt 2 M a A
•J? \ CATCH BA IN INL ~ 5k .SOP ~ f \ 2~ 1 ,Rohr 2 s~.9a l ~ ~ oo Rf 62, 7 Q N 2ss aR z ~ o ~ ~ E
y \ PROTECTI {Nl 146 1NGLESIpE DR n N HIGH FL • I CR S5 UNDE UN ~ 32 4" SS LAT. P. F~p~R m
U~ 5AN MH k SACK ) 24 STA 2+60 ~ 202 INGL1 I ELE . IN ACCORDANC 75' F FF Rr 2 ~ N `a kao c ~~~5 ~5 202 INGLESIDE DR 204 INGLESIDE DR WI H NEG. TYP. Na 1DS, R°A,r 265 66,64 0~~, r / 2~, 1 ~ 26 ,5 ) R£A 'S ~ c F , ERO 26R
I p o ~ m 5 ~ _ SE ERATE PAYMENT ~ ?65.a 70 , 36 37 REPA WATER LATERAL ~~o R
YA 36 . S 0 ~ CpNTACT CITY ~ ~ TO 259 ~ r.. ~ 4~~ ~ ENGINEERING R>wP. FoR I SAN MH S.4 R DISTU ED SY 206 INGLESIDE DR 1~.Za a ~ $TA 84+7q
S~ 21 0 ~ / ~k~~ 26a 6~ 2 ~ INSPECTION OF STgRM ~ FF ygRCR CONST UCTION. NO 5 ~ Rr 2s7,3 SEPERA'i<E PAYMENT ~ ~ 38 o FR 2 ~
t~ FF R~~ o~~ $ DRAlN PRIOR TO AND C~ 5 ~ ~ o l ~ , oNr 2 0 ~yQ 208 INGLESIDE DR 5 R 67,0 ~ GJ ~0 (r ~4R r RO f'~ 268.5 ~ ~P ~2 218 INGLESIDE DR
,,A 5 R 8 AFTER S.D. CROSSlNG(TYP.) o c 9 ~~Q / 250 ~ ~ ~ 4~ 2 `1+6a, ~ ~ fl FF ONE 9
1 ~ ~ 0 NF. z n , FR 2~1 ~ " 'ti 90 ~ F,P+g o :!e
~ c. 5 1N ~ ~ 142 INGLESIDE DR G~ GJ ~ S x ~ti rq 1+ ~ ° 1 r ~ m t,>G
G V r~ 4p Opts, 45 P ENT PATCH !Ny \ r- 2s~4
G srA 31+50`r +z5 sr,~ TBM r '~`~S BOLT NEAREST "M"' 12 MAX WIDTH, PA SAN MH ~ / ®p NEAREST V t
C` ~1 { ~y ~ !N iN MUELLER ON REMAINING MAINLINE 10 STA 1+70 ~ ~ ~ ~?,p y :LLER ON
1~ MAX WIDDH. ALT. BID ~ / 5 F.H. ~ INT OF TEMPORARY PATCH IN INGLESIDE & INT OF SIDE &
LIEU OF PERMANENT SELWYN !N 6
PATCH. I ~ EL. 261.58 3A Non ~ e ~ v 1.53 z
e 5a' o~ 50' 100'
HARGR 1fE C RT c o Qu Q ~
n h p~~ © ~ SEE SHEET 24 w z Q 1' p S L
1 r I! o ~ FOR LEGEND SEE SHEET 2 • 'SHEET 2 `a 31 1 •
F sFr~r~Ma~ ~rnx) FoR NaTES s~E SHEET 2 DETi SHEET 2 DETAIL SHEETS.
t 12' MAINLINE PATCH
5TA 81*50 TO 35+25
i a n
o '
z M
N
~ 265 ~ ? 2a WATB 265 >
00
~ _ o 'd" C
G
~r 260 Too" 260 0 Cu ' j ~ CF)
i
`wax... T M (1)
R
S !CE r c
2 55 255 LL Q. Q.
f
1 o
k
- r 250
Y.~ n
1 N ~r n i~
R 'T r{• 5 E ~~lY Y n z
t[i N ma 245 d
tv ra
r
i
t i I
240 i - 240
i i
92 MIN. SEPARATION
i

4 ~ 235 4 235
n
~A-d-=---- N~-5"-~t Q O
i If co
a
11 230 230
SCALE 1' =50' HORt. VERT.
BOOK NO.
225 225 SHEET
s 23+50 24+00 25+00 25+00 27+00 28+00 29+00
~ 30+00 31+00 32+p0 33+00 34+00 35+Op 36+00 13 OF 311
m ,I

Drawn by Benjamin R. Lennon
Checked
CONTRACTOR SHALL STRIP CONTRACTOR SHALL SAWCUT David E Vaughn,PE,PLS
TOPSOIL ,STOCKPILE, INSTALL EXISTING PAVEME;NTALONG 9249 VD 1 NG IUA© t~~ SEWERMAIN ON 1NGLESIDE DRIVE Reviewed J. REITZEL,PE,PLS
` UTILITY, REPLACE TORSgIL, ADD (1 q' MAX PAYMENT WIDTH) AND Date
AMENDMENTS, AND SOD DISTURBED TURF AREA (8' MAX PERMANENT PATCH ALONG SEWER LATERALS(6' MAX STA 17+qq TO 23+qg PAYMENT WIDTH), BASE BlD PATCH 1-10-07
PAYMENT WIDTH}. PROFILE "D" 12' MAX WIDTH, PATCH SHALL BE PERMANENT PATCH. ALT.
DIRT ROAD TO BfC - 350 SY MAX. Nq gVERAGE ALLOWED. REMAINING MAINLINE 1q' B!D SHALL E31D TEMP IN LIEU OF ~ MAX WITDH. ALT. E3lD PERMANENT PATCH (NO OVERAGE
N~~TLANO T D R TP . ~ E:M ORARY PATCH IN ALLOWED), 4«./
DELINEAtiON S E uEU OI~ PERMANENT i r ® MAINTAIN 1Q MINIMUM C
LIMITS I ~ n R()~"` TEMP. GRAVEL M 8 ~ It 5i3' WEiLAN05 ~C 4~ U 2 Z~ PATCH. trt 105 BREWSTER DR HORIZONTAL SEPARATION v ~ BETWEEN SS AND WATER 1q` Utility Easement ~ 1 +
S ~ egNTRUCTION 244.4`I . SH . ~r 1 ~ ~ . w..____ 8 ' ` ~ ENTRANCE
I . ~ - ~ p ~ > T"
`''G'1 _ ON$TR T T C BL W
DIRT RO ~ WV1~H SP IwD T ~ ~ ~ ~ I STA 1+~ 119 IN I 123 INGLESID DR 1 7 INGL SLOE OR 131 4NGl.ESiDE DR t35 lNGI {DE OR 1 t 1 INGLESIDE DR STA 1+ ~1 5 GLES DE DR E 2 E 139 INGlES10E DR TOP 2 56 V i
PPP~lVC O S M A I 1 7 1 I 2Si? 0 NGIES DE DR - . at f _ ~ ~ ~ ~ f ~ /R L Tl 57 INGIESIDE DR TOP 231.q INV 227.5 60 61 I ~ 59 5g N 55 NV 227.0 MAINTAIN MIN.12 ~ Co
5 Drainage Easement ~ 24 ~ / w r" 62 / SEPARATION j--, X •
,~15 ~ 102 S INGLESIDE DR ~ 21t 1 Ti~WWf I ~ A' ~~f r"' 214 U.G. 5WIMMIN 1 I I BETWEEN TOP OF ~I~t. ? ( CROSS UNDERGROUND , - NDARY CL ENDERGROUND ~r p
114 S INGLESIDE DR 110 S INGLESIDE ~ 106 S INGL I~ DR 1 OL ~ r ~ 1 ~q / ~ Samuel ,...Meid'rum TOP / t TRAN5FORIwif~2 (TYPE SEWER AND E3OTT M CROSS UNDERGROUN 1N ACCORDANCE I I I Q I ~ ELEC. IN ACCORDANCE SEgRI~ER gam) WITH NEC. TYP, NO 19+zo FF l,T, 242.02 OF GAS AND/OR CN. ACCORDANCE z
1 ~s.o 1 4 ~ ~ .F#: ~1 4, P . ~2 ~ I ~ ~ 9 r*i 103 INGLESIDE DR LU I ( ) ~ WITH NEC. P. N (1'Y) O SEPE TE PAYMENT I 70 FRONT 243.6 22+65 FF LT. 256.82 5EPE:RA P E C. {TYP.} NO M PAYMENT 0 0 z
1 ~ 9 -4 - ~ ~ ~ ~ 49 5 Z 16+12 FF LT. 233.41 ~ ~ ~ r ~ f ' s~ 1 ~ ~1 75' FRONT 231.5 115' REAR 241.6 20+13 FF CT. 247.87 ~ AYM ~ 12 FF LT. 233.41 17+01 FF LT. 239.24 70' FRONT 247.8 20+23 FF I,T. 247.82 21+15 FF LT. 251.76 72' FRONT 255.6 FRONT 231.5 70' FRONT 237.2 ~ 100' REAR 246.4 70' FRONT 247.9 115' REAR 253.1 22+99 FF LT. 251.47 0
i ~ ~ ap V ~ MAINTAIN 10 N~IAUM \ w~ SAN L / 105' REaR 231.3 j Mid( ~ ~ ~ AIR•WATER LATERALS 1 ~ REAR 231.3 ~ SAN MH 2.8 R 110 REAR 247.0 68' FRONT 252.0 70' FRONT 254.4 120' REAR 235.. TA 1 { q 100' REAR 250.4 125' REAR 250.6 0 ~ +
HORiZONTA~ 5 ~I F, F. ~ W ~TA14+14 / \\DISTURBED BY 3~ 15+07 FF LT. 227.54 I BETWEEN~SS'`AN WATER \ 1 16 ~ 1*9 / 75' FRONT 224.4 88 I I I 1 1 c ~ F Cct4
j 10+95 FF LT. 236.45 ~ ~gI+ISTRUCTION. Nq REMOVE AN 1~ _ \ ~ \ W V 110 REAR ?,27.0 7o FRONT 232.1 \ \ EPERATE PAYMENT REPLACE CONC. 2~,» J j ~ ~ °Nc I I BURIED i1~ I I n v,
115' REAR 232.8 \ ~ - ~ r- < ~ I ~ DRIVE TO R!W POP ~y b \ ~ n Jy / SILTIFENCE 5'PARE N w v~t.'~ ~ ~ o w WARNER ~ < a NN-? ~~qA -I 0~ z-~ N~~ n Z r~
I U ~ IRON w ~ N N G \ ~ SAN MN RT ~ w I PRI R ~ STA1 +'I' l ° ' < ~ W OP N a wre 0 CABLE(TYP.) Q -1 A N N V / Z
~ ~ o \ _ s 222 t n ~
x N v ~ \ 16.44 5T 15+05 -°I N \ ~ m ~ / ~ W
SAN MH 5.2' RT ~ ~ 199'-8 S W „ wN ~ • ~ a a 25 -8 DI SS GAS ~ ~ 1 0 ~ _ 1ST! 237 ~ / / ~ ~ CJ? r r ae r ~ c sn c W
" W N W~ f ~ Cn ,,a ,s2 ~ 'V W 2 / <q t h O t p N LL
` ~ / ~ TOP 220.x- / / ~ „ ~ Wy O ~ T q O ~~y
VI
F. CL
N ~ / 24 iiCP C7 ` ~ N w / B W vJ 1810,.220. 224, / / ~ ~ a .,..-1 Ua ~ - -I Vj n a -i o y
1 av 7$ o 0 ~'t w ~C t . / i ~ ' ~ ~ ~ ~ Z 0 ~ CATCH B ~ INL ~ O ~ ~ ry O ~ to ~ 2 ~ w = 0 < to z ~a G p ~ ~pD roa ~ 0~ Ott ~ ~p.~ <O Z W
i i ~ ~ CONTACT CITY ~ e ~ W j ~ Q ~ ya hi#aei do w N ~ 1 N a N N a 0 ~ PROTECTION WI N N UGE NNN 5AN MH 3 R N ~ No 4 SSLAT. ~ v ~ NN ~ NNN usNN fE~l w + N ~ HIGH FLOW SILT PRll~ARY TYP. AN MH 2.9' R + N STA +q4 w
~ 4 v D ENGINEERING REP. FOR I ~ w Elizabeth + ~ ~ N ~ INSPECTION OF STORM 13+0o FF RT. 225.8 I` WhReeide ~ CABLE ~ _ ~ ~ F C ~ 70` FRONT 224,2 ~ J / is.s, s130j P , 078 & TEL. m TYP. a • •.t .p ao w • w o . + CABLE a ( ) o N + SACK TYP o , TA 21+3Q o ~ C c , ~ ( ) ~ o ~ w w ( .a Q 0..
U in • w DRAIN PRiO D ~ J 9498-45- C? -4 .a, G 100 REAR 225.4 / "a26 I ( ~ & TEL. ~ W I i
i ~ N AFTE ..GROSS NG(TYPJ / wN / 1 ~ o ( I I I 19+25 FF RT. 259.73 ? 20+15 FF Rl~, 262.92 I 21+05 FF RT. 262.46 I I 23+15 FF RT. 264.33 70' FRONT 254.2 70' FRONT 257.0 15' FRONT 260.5 70' FRONT 261,10
. a, + PERMANENT PATCH 1 ~ ~ ~ 2+90 MORGANTON R 103 S INGLESIDE DR 11+25 FF RT. 22$,16 STA 1375 TO 14+19 ~ ~ FF LT. 100' REAR 256.2 100' REAR 25$.4 105' REAR 261.3 100' REAR 261,9
..a ~ i ~ / f 238 95 80' FRONT 226,3 12` MAX WIDTH, PATCH ~ ~ ~ 70' FRONT 236.5 16+00 FF RT. 5,32 110' REAR 225.9 ~ FH S A 14+10 (5.5 BURY} i ~ ` 100' REAR 237.6 90 FRONT 237, 17+57 FF RT. 254,18 18+50 FF RT. 254J6 D NOT DISTURB . 5,32 16+7$ FF RT, 246.44 90' FRONT 247.$ 90' FRONT 251.8 _ b.
10+50 FF RT, 2 .38 ~ REMAINING MAINLINE 10 ~ I Wf6 ~(6 `X6 TAPPING / f) ~ I ~ i 140' REAR 239.4 8O' FRONT 24 MAX WITDH. ALT. BID ~ ~ f 37• 90 FRONT 243.1 120' REAR 253,5 D AIR 22+38 FF RT. 264.35 59.4 120' REAR 244.3 120' REAR 250,0 ~ 75' FRONT 261,70 DAMAGE DUE: TO I .m m
SLE VE AND 6 VALVE, i ~ I I 100' REAR z .5 TEMPORARY PATCH IN ~ f BOX CONC. PRC}TECTION ~ 1 1 I CONSTRUCTION. NO 115' I i I I s i I I ? i TBM TBM
111 S INGLESIDE OR LIEU OF PERMANENT I ~ ~ RiN . FL. EL. 225.75 ~ I . \ ~ v~ ~ f PATCH. ~ 104 INGLESIDE DR SEPERATE PAYMENT 8 11 134 N SIDE R RR SPIKE iN I ~ I i 5 I 122 {NGLESIDE DR I r I 130 INGLESIDE DR I GLE D I RR SPIKE IN PP @ m
' INS ALL AFTER SS. \ ~ I 24 J TA h+36 1 4 126 1NGLEaIDE DR 138 fNGLESIDE DR INT. OF 110 INGLESIDE DR 118 INGLESIDE DR s MORGANTO INT. OF MORGANTON &
~ 1 231. I MAINTAIN iN.18 I 228,82 OP 234.5 5EPARATI N / ~ „ 106 I LESIDE DR ~ 14 t 14 INC~ESIDE DR STRIP TO SOIL, STOCKPILE:, iNGLESIDE SIDE aR INSTALL TE:RAL, ADD EL. 228.14 INGLESIDE _ V
~ 223.57 NV 9.5 BETWEEN OP F 6634 cRlsT MILL Ro I 26 ~I O ~ AMENDME TS TO TOPSOIL, ° EL. 228.14
Ib ~ SEWER A D BQTTOM ~ X11 23 _ 1~~Ir _ _ _ _ SEED E)IS URGED TURF= _ _ _ _ _ _ AREA WITH SEED MIXTURE FOR LEGEND SEE SHEET ~
~1r? ~a- ~ TEMP. GRAVEL AND PROVIDE: TEMPORARY SUPPORT 51MILIAR TO EXISTING LAWN FOR NOTES SEE SHEET 2 I t SEE SHEET 2 5EE SHEET 2 DETAIL SHEETS.
y ~ ` I ,HARDWARE CLOTH ~ FOR UTILITY CROSSINGS. REPAIR AND CRIMP 1N MULCH.
rr'~ 1 ~ INLET PROTECTION 1 ~ i r i ~ DAMAGE DUE TO CONSTFiUGT1ON TO 50' q, EXISTING OR BETTER CONDITIONS. , 5V 107
\ if r N NO SPERATE PAYME:NT.(TYP.) 0 4 a
James Rowland Pickett & / ~ •
~ wife Jessie Mae Pickett ~ ~ \ D.B. 3151, Pg. Q624 \ ~ C9.
~ i 9498-45.731 fi / / ~\11 f / Y
„f I P 4 CONTRACTOR SHALL COORDINATE WATER
I ` ~J `V SUT-OFE= WIPWC AND SH, tLL
4~ REMOVE TEE AND REPAII ~ WITH COUPLING AND PIP c TO 260 Z
ELIMINATEz UNNECESSARY R sERwcE
WATER-SEWER CR S!N . OS G WATER TO E3E ABANDONI ~D IN
t PLACE. Q fps
C" 255 SE •
WI 31 1 e e • •
ATER SERVf.CE
i
t j ggggg a
f 250
I I
TOO,
245 7 ' r r. 245 Lo < o
t
h^ ~ C~
s` ' x Q 1 00 ce)
i ~~7~~,^ tl 171. _ to C)
2A0 IE 240 Cu ~
Sr.. M (1)
_ G
I 0
TOO %W
235 u ~ . ~ 235 LL CL CL
w
s A 4+1 J ,1 1 It ac u.
I W +p 7
~ C QUIT 230
z f„ z 230
a
~
i h ~ z
w Ift
225 225 W
„ .
CABLE !'i~'C

24 R n 220

n I
•s r
i
215 0 i 215
0 1 +
+
= 210 It H 1 210
!1
9 a SCALE 1' =50' HORI.
1"--v VERT.
BOOK NO.
205 205 SHEET
i 14+00 11+00 12+00 13+00 14+00 15+00 16+00 17+qq 18+q0 19+00 20+qq 21+qq 22+qq 23+qq 24+qq
12 OF 30

Drawn by
FH 5TA 2t7q (6` BURY) PERMANENT PATCH STA 7+0a TO 8+80 Ben amin R. Lennon
Wl6"X6"X6" TAppING SLEEVE AND 6" VALVE Wl BOX. FL, EL. 233.5q INSTALL 12` MAX WIDTH, PATCH REMAINING MAINLINE Checked
2-45° BENDS TO MAINTAIN 1$° 1 a' MAX WIDDH. ALT. BID TEMPORARY PATCH IN LIEU Op PERMANENT PATCH. David E Vaughn,PE,PLS
SEPARATION BETWEEN PRIMARYAND WATER. INSTALL AFTER 55. _ T... T... ~ ~ ~ 15' Drainage Easement Reviewed J. REITZEL,PE,PLS
Date
15' Drainage Easement ~ STRIP TOPSOIL, STOCKPILE, - INSTALL LATERAL, ADD 1-10-07
~ 1 ~ 13 12 15 4 11 a S INGLESIDE DR AMENDMENTS TO TOPSOIL, 136 S INGLESIDE DR 132 S INGLE5IDE DR 130 S INGLESIDE DR 126 S INGLESIDE DR 122 5 INGLE5IDE DR DISTIiRBED TURF
148 S INGLESIDE DR 144 S INGLESIDE DR 140 S INGLESI[E OR 136 S INGLEE 156 5 INGLE5IDE OR 152 S INGlE510E DR 1d 6 5 ~ ~ AREA WITH SEED MIXTURE ~IU B3 1d 9 $ 1 I ~
INSTALL TEMPORARY HIGH FLAW SILT I I I MAINTAIN 1 q' MINIMI~M I I I I AI N M N.12" SIMiLIAR TO F.Xf&TING LAWN M NTAf I I I I AND CRIMP iN MULCH. C)
SACK IN DRAINAGE S UCTURES AND I HORIZONTAL SEPARATION CONSTRUCT PAST AND CABLE I I I I SEPARAT ON DRAIN PIPES 1N THIS AREA TRANSFORMER BETWEEN TOP OF SAN. C)
I CONSTRUCT PERMA NT DIVERSION BERM T MP RY BETWEEN SS AND WATER FROM WOODSLINE TO E ORA AT END OF ROADWAY WODDSUNE WITH HASPLOCK EQUALITY SAND BAG (TYP.) SEWER AND BOTTOM TRI-LEVEL
KEYED TO PWC LOCK SYSTEM - OF GA5 ANDIOR CTV. 8+$5 FF LT. 240.9 9+ FF LT, 244.40 TRI-LEVEL, FRONT 2402 5+53 FF LT. 236.13 81-LEVEL 80' FRONT 241.7
AND REFLECTNE MEDIA. SEE LB =1+39.7 TRI-LEVEL 1+20 FF LT. 224.4 TRI-LEVEL CRAWL SPACE ~ 4+45 FF LT. 6.i5 TRI-LEVEL I 7 ~ 7+10 FF LT. 241.62 125' REAR 238.1 10' REAR 237.1 TRI-LEVEL 8 FRONT 234.9 W 0 W
i SHEET 0+22 FF LT. 211.42 70' FRONT 219.3 2+00 FF LT. 229.45 3+45 FF LT. 235.87 ~ 72' FRONT 23 .6 ' 75' FRONT 227.2 70' FRONT 233.9 ~ 105' REAR 232 6 I 4+65 FF LT. < ~ 2 70' FRONT 209.7 100 REAR 217.6 I ( ~ I 75' FRONT 23~ 4+65 FF LT. 233.55 11(1' REAR 233.5 75' FRONT 240.6 I 7+39 FF LT. 244.73 I I I 6T FR NT 4 .7 75' FRONT 234,2 105 REAR 240.0 0 2 2 CO F-
F1triYl~ 705.27 C7) I 105' REAR 226.1 100' REAR 232.5 ctt „ 95' REAR 208.7 I 120' REAR 23' F,, t5 ~ 200.12 ~ I i 115' REAR 240.4 I ~ 120' REAR 231.9 I I I ,,,,,I CJ) T
' W t8' 0111' t~.92 ~ I I UR ro to m B !ED - -P ~ UGE 4 SS SAN MH ~ n ~ MARY a ~ to to - -t to p r» N ~ a 0 LAT. 0 ~ + - ~ p 0 -t NIL ti ~ D ~ ~ STA 9 3a- ~ ~ D C
Z -i t1> - .-P N CABLE(1YP.} -i ~ -i p 2 O 0 SAN MH ~ ~ r.. W e + ~ < `0 y, ~ ~ D ~ "v u~ PIgr1~r --~'ti -~7~' -~7~' ° NIL ~ ' N N ~ N ~ TYP. N ~ fl w ~ ca N rs can.- / . i w + ~,t n> ~ ( ~ ~ WW rv as U O+aa ,b, +
rv N ~ ~ w w w ~ tv .n . ~ ~ o a CM~IiC~ ~ N + ~ N ~ + _ + ~ qua w ~ ~ Q w + . ? , a ~ r p w~~, ~ 4 ~ Oq ...2 48 tm c7 p ~ w w+ v o /f N A j a q toQ~ h5 O. d Z
~ ~ Q~ . . . . . . ~ ~ W ~ ~ dT o C) :p ~ ti l""""' (n 0 W
. .EXISTING. y .SAN ~ ~ ~ 1 . ~ t~ - ~ SAN ~MH ~ 1 J 1 l I ! ~ \ X39. / ~ ~ 42
TING ~ STA q+qq LB ~ ~ © ° ~ ~ A 1~ 1 - ~ CORE EXIS SOUTH INGLESIDE IVE 55 O Z U-)
MH FAR $ AND , 24,1",8w 85 ~ 278.8 S5 ~ / cn rn o Q p O ' I Q
12 MAIN AND ' p o INSTALL SS . ~ . . W 0 W + MONO 0
I w,w,r ~ a.a~ CoNNEGTOR ~ ~ ~ ~q ~ - _
BOOT . ~ ~ ti ti~ / ~ ~ ~ RIM 244,11 Z 0 t+,
30 EXISTING ~ ~ ~ R 5 UNDERGROUND . ~ ~ I' ~ --ltn SANMH5'C ' I ~ ! / z 5 ELEC, IN AGGORDANGE ~ ~ / a ~ INV 40.43 ~ - ` ~ RE AIR ATER LATERALS m SAN MH 5 DIA 7 0 0 ~ DIS UR ED BY v n ~ rwLJ -
EASEMENT 15 ~ -I < ti~ ~ + . L PIO~A~Y D ~ 'p ~ 81 ~ STAS 26 . .`~i' (U) N ~ Q ~ i,87 WITH NEC. NO SEPERATE + ~ N N m STA 5 26 CONSTRUCTION. P + V ~I
ENO ~ N I~ R Gf~AVEL ~T E N I ~ I w ~ MAINTAIN MIN.18 PAYMENT P. I . . I ra ~v ) ~ NO SEPERATE PAYMEN w w a? in :5' ~ ~ E ~ ` ~ t.t4~ ~ 1+30 GRIST MILL o W W .j j
' G S RU~CTI~N ~ rn o 0 o cn VERT. SEPARATI ~ I ~ I I i . . ~ . `COT ~ ~ 1 I ~ ~ N Cif 1 BETWEENSAN, / .39 \ I f ~C I I 60' FRONT 248.1 U.
. . ~ ~ , ENGIIVEERItJ~ I ~ ~ y TRI-LEVEL SE RAND CONC. 1+10 BONNIE ~ ~ ~ ~ I I I 1+00 BIBS CT. --Ip~ISP K~ ~ N 0+55 FF RT. 219.45 WATE P ~ FF LT. 239.9 FF RT. 245.8 1+10 BONNIE BELT. ~ 1+05 BONNIE BELL 95` REAR 248.5 CONG. IUE ~ aRi FF RT. 245.87 FF LT. 248.39 I ~ ~ \ 000000
. Cn' ? ' ~ ~ \ ` , I I~' 70' FRONT 2162 J 65' FRONT 2 . . Q T I~Ib, 11 ` ~ ..A ( 60' FRONT 238.2 ~ '4 ` ~ J 95' REAR 215.8 U~~ S'~~N ~ 1 ~ 110' REAR 2 ~ 55' FRONT 246,1 7+25 FF Rr. 249.6 65' FRONT 245,0 \ 100' REAR 246.9 75' FRONT 247,4 H 5T 7+~ (4,5 110' REAR 244.1 , 95' REAR 247.3 L1R W
. A Q I , w 4 90' REAR 240.6 ~ cn ~ t ~ CONC, 5W SF,I~IICE ('IYP ~ I ) 0 STA 1 +12 ook I ~ .r F- F- W
I ~ ; SAN MH LA q+q7 .INGLESIDE I STA 1+qU 4 137 S INGLESI DO NOT DISTURB ~ ~ ~ ~ ~ ~ ~ ~ - „ „ 1+4 FF RT. 230, 1 G 1 1 S INGLESIDE OR 131 s INGLESIDE DR 16`X6")(6 TAP LNG 137 S INGLESIDE DR TOP i'.4~.4 ~ ~ LEEVE AND 6 ALVE 1
-q+o 0 ILE G 1 r I 235.8 WETLANDS ANDlOR STREAM . . . • 7 . , . . ~ ~ ) 1 155 5 INGLESIDE OR ( N I TOP ' ~ ' ~ 80' Rohr zzs.7 1 g INV 238.5 ~ ~o ~ ~ ~ Box. FL. EL. 46.30 ~ ~
UNLESS WITHIN EASEMENT I' I ~ ~ 100 REAR 227.3 I I ` \ .t I ~ ~ ~ t6 ORRIDOR. COMPLY WITH'' ~ I ~ i 0 - - 5TA 1+a I 127 S INGLESIDE DR f STALL INSTALL ~ ~ 23 5TA I+32 TOP 244.4 I 2 ~ AFTER SS.
C I ,I ~ . I I 1 is 1 I _ _ _ . ~ ALL REGULATIONS OF TIE ~ '1 . . ~ . I ~ 1 ~ I I I ~ ~ r'' L ' ~ 6609 BIBS CT . .Ij TOP ?44.4 INV 239.0 co RIVE
NATIONWIDE t2 I~EERMIT,. ~ ! ~ ! 1 m wife HDIJ.Y a YDtl~ . . ~ I ~ ~ ~ D.B. 5180, pG. fiB36 ~ 38.5 l INV Z ~ N p ~n CONTRA TOR SHALL SAWCUT 2
. ~ . ,I . ~ , ~ 9488-44»~tOt .I,~. ~ 1 y N I 1+30 .i. .l L.I.... m ° PAVEMENT ALONG 123 5 INGLESIDE DR ~ EXISTING ~ ~ 1+3o FF RT 247.5 ; SEWER IN IN INGLE5IDE DRIVE 10'
f ' ~ ~ ~ ~ CONC. 66 70' Ff t ' W~ ~ Q w z+1n FF LT z4z5 ' . I' . f . \ N CONTRACTOR SHAD. STRIP too' E 70 FRONT 245.1 ~ ~ { ~ MAX pAY ENT WIDTH AND ALONG 100' REAR 244.4 ~ ~ ~ _ _ - -
..1,~.. . , I ~ 1 ~ ti 1 ~ \ sn FRONT 240.1 ~ ~ ~ l m TOPSOIL , STOCKPI E, caNC. I i WETLANDS SHALL BE . . . . . , ~ . . 1zo' REAR 2x1.1 SEWER LATERALS(6" MAX PAYMENT GRIST hIIILI. ~o~?~
~ ~ ` ~ i INSTALL UTILITY, RE LAGS RESTORED TO 1 . ~ . ` ; ~ I l 1 1 m ! I BONNIE BELL !»ANE WIDTH}. BASE BID PATCH SHALL BE PERMANENT PATCH. ALT. BID SHALL i SEE SHEET 17
N ~ 1 1 ~ TOPSOIL, ADD PREGONSTRUGTIO i• ~ ~ ~ . . ~ ~ . , ~ . ~ ~ 1. AMENDMENTS, AND OD J I CONTOURS AND SEEDED . ~ 1 ~ 1 I ~ ' s~xr~ 1 1 SEE SHEET 16 P R NT 4 BID TEMP iN LIEU OF E MANE
. 1. ~ 1. DISTURBED TURF AREA 6629 BOP WITH WETLAND SEED ~ ~ ~ . / . . p ,.p~ pBgB ~ 1 0 ( STA 2+q9 . l \ MAX PAYMENT WID7~1. 177 _ 6629 BONNIE BELL LN I, PATCH (NO OVERAGE ALLOWED).
MIXTURE 5EE NWP 12 .i ~ ~ ~ ~ ) TOp 2 ( W 6606 BIBS CT . . J . . ~ \ ~ SY MAX FOR 155 S. I \ REQUIREMENTS) I I ~ ` I INV 23 m
. .I . . l . ,r. . / ~ I I ~ ~ INGLESIDE DRIVE. N \ 169 r . ~ } \ ~ ~ ~ ~ ~ ~ ~ ~ OVERAGE ALLOwE ~
} r 'I ~ l~l ~ ~ 1 1 i V J 1
I. , ' !II' 1 ~ 1 a / ~ 1. r
' ' I j ' i! 1 ' ~ 1 ~ r rr ~ \ ~ w1~rr.AN~ ~ROFII-E C SEE 1 I I ~ ~ / ~
........1 . ~ , p NEA 0 ~ J ~ / SHEET H CATCH BASIN INL JJ ~ l , . L ~t~Ires ~
PROTECTION W/ ~ 4 ~ I HIGH FLOW SILT ~ 1 TBM RR SPIKE IN B/C
~ ~ ~ ~ sacK(TYP> ON WEST SIDE OF 0
\ ~ BIBB COURT SEE 5' INGLESIDE ~ INT. W/ BIBS CT A m
i . SHEET 15 EL. 229.40
. ~ ~
5a' a' 5a' 50, 109
a" d
A z
i FOR LEGEND SEE sHT 2 OF 28. a '
FOR NOTES SEf:. SHT 2 OF 28 & DETAIL. SHEE DETAIL SHEETS. o+~~-~ CA . d~ r +
r
;Q SE
' 1 1
i q
..r .r
22q 250
s W
CO
U VOW"
t (D LO -a
215 245 1
r r WATER N L , 00
i ~ u SERVICE ! ~ 0 Z Pa ,q.
a (D '
s i p -mom rr-
210 cc x > 240
0 2 0 W
(D C:
I w CC'pUIPF GQNpUIT__ >%o 0
_ _
A u LL (L a. 23!5
zos
.
SECONDARY ELEC. 0 ECONDARY ELEC.
_T_.. u
zt~? 23
o u o i
n
H t h
A It 1~ i r~ 226 Q j
fl
4 ~
3 c
11
Tea o0 i ' 11 _
~ ~ W
p N
ti 2
A
t 185 11j 2121
4
} _
H Asa
m
1 1 "=50' HORi. "-S' VERT.
i M BOOK NO.
tw .7
I ! ~ 20:5 SHEET
o+oo a+oo ~+oo ~+oo z+oo 3+00 ~+ao ~+aa s~oo 7+oa ~+ao s+aa ~o+oa 11 OF 30
a+ao ~ s

Drawn by
Ben'amin R. Lennon
Checked David E Vau hn,PE,PLS
DO NQT DISTURB Reviewed
WETLANDS ANp/OR STREAM UNLES5 WITHIN EASEMENT J. REITZEL,PE,PLS
CORRIDOR, COMPLY WITH Date 1-10-07
ALL REGULATIONS OF THE 9 S NATIONWIDE 12 PERMIT. fi
(TYP.) ~ s tr
TEMP. GRAVEL F~ CONSTRUCTION ~ 0 V p QJ ~t~ 8
T ENTRANCE 4 G~ lY
~ ~ t
i
} ~ c~ i i
i ~ n ! CONTRACTOR ShIALI tW
CROSS UNpERGROUND ~ ~F W.13.R 0 NOTIFY ENGINEER TO
ELEC. iN ACCORDANCE to \ 3653 SQ FT CLEAR, INSTALL ~ WITH NEC. NO SEPARATE FH STA 9+1 SS AND ALLOW TO t~ OFFSET ALL PROPERTY CONTRACTOR Sh1ALL STRIP CORNERS PRIOR TO ~ ~ TOPSOIL ,STOCKPILE INSTALL T~
GJ \ , J. t PAYMENT ~ C~ FL EL. REGENERATE. 0.8.3816, d. ~ BEGINNING CONSTRUCTION oe. 38ts, UTILITY, REPLACE TOPSOIL, ADD DO NOT DISTURB
~ / 9498-4 Q} (6 B e WETLANDS SHALL BE / 94~-46'2701 AMENDMENTS, AND SOD RESIDENCE, FOUNDATION,
\ \ RESTORED TO 7so° 13+50 FF' RT. 238.4 7so5 auoR cT DISTURBED TURF AREA PROFILE OR STRUCTURE. PROVIDE "F" {8' MAX PAYMENT WIDTH). ANY AND ALL MEANS
\ \ 70' FRONT 233. PREGQNSTRUCTION \ \ \ \ 1ao' REAR z .7 CONTOURS AND SEEDS pQ NOT DISTURB CTV \ 108 ~ 40 SY MAX. NO OVERAGE NECESSARY TO PROTECT 0 LL
\ ~ 128 BREW5TER DR \ WITH WETLAND SEED R VE FEN E 0 C AS AL 0 D. lNE STRUCTURE AND :NCE AS ~ ~ ~ FOUNDATION FROM 0
~ L~ Kam' MIXTURE SEE NWP 12 i ""h' 114 ~ N GESSARY FOR i SILT FENCE {i'1fP.} I ( REQUIREMENTS) Y FOR / I ~ ~ DAMAGE. NO SEPARATE / t, 7 Y T TION. REPLACE sot AuoRE c ~S C, tom. do ~T DETAIL Z 0.
0,8.31 PG. 166 ONSTRUCTION. REPLAI S H 94986-14 ~ ~ / Q EXISTING QR BETTER ~tl. S. ~ ~ PAYMENT. / \ tlltlitA Sr :u , L HNV~N G OR BETTER ~ 106 0.8.71Q9, P6.Oi99 JENNINGS LANE 0
~ 1 1- wife M.I~N 36 Rp' a+pp ~ \ 115; -r. - \ I p \ CQND TIONS. PRQVIDE 218.26 a ~ .8. , P0.0085 S. PROVIDE er 0,8.4931, ac, 0827 -a~-~t~ ~3805 r~ W
WATERS QFTHE US N/L RCP ~ ~ ° \ \ 11 ~ \ 91A~•4s-1577 TEMPORARY FENCING A ` \ 1i4 \ YIE3tANp j MN. 218,17 \ C9 124 BREWSTER~DR ~ EDGE OF EASEMENT TO / ~ DELINEATION Y FENCING AT SEES G~ 7575 JENNINGS IN / . to; I,r. TRA~ISF'oRMQt (rn') ASEMENT TO z
~ \ - - ~ ° 3~ SECURE PREVIOUSLY 47 0 \ ~ w ay a LIMITS , rya 7601 AU ~ Y CT D.B. 5244, ~ 0122 ~ ~ 9498-47-300D ~2 tEViOUSLY ~ / I 1-STORY / 107 108 7575 JENNINGS LN ~ iTORY Z LU a.
N m ry / FENCED AREA. ~ ry 15 RCP ~ y y ~ Q a ~ BRICK / ~ ~ MH ASP. ~ FF 244.36 / CLEA GRUB ~ 244.36
MN 219.~i 1 w w w ~ ~ TEMP, ° d ~ ~ WI ~ ~ \ ~ ~.,,,.,..p~~ ~gSMM~A. ~ ODD RE J - WIRE STA 8+19 ~ N a2 ~ stoRY GE PRIMARY ) PERMANEN ENS 4 NT Z 0 a BRICK P• E W IL
TOP 225;9716 y 8 ~1 Sg W:J w , \ Ay WOOD POST CONTACT CITY iN S ~ - - ` - ~S , ' . . ,A, SAN MH w y y T I `~,,.1 + PENCE ~D POST „ .a N ~ b SAN MH 7.9' L ~ ~a' CLEAR ONLY THu,.. ES N ~ FF 244.36 ICE R MOVE AND REPLACE 2 O 4' CHAIN uNK . ~ 10' TEMP. M'T
ENGINEERING REP. FOR 15' OUr 220.36 D ES ' , TA 4 08 INSPECTIQN pF STORM ~ ~ ~ y y y ~ w y ~ NECESSARY FOR ~ '0 ~ FENCE STA 9+97 = 6+31 4a' ~~1p B H5 N .N CONSTRUCTION I NC Wf G 0 ~ N..~.~ • JENNINGS N w , EASM'T V IEs
pRAINPRIQRTOAND / ~p ~ = y WOgDS y .~C~.'.. , y . ~'`'..,y... / S PARATE PAYMENT. ~ ~ ~o T ~s~rTVa,~1'rs TEMPORARY EASEMENTS ~ ~ c/8 Top 246,09
AFTER S.D.GROSSING .219 (TYP.} BENCH I ` w y t5 our 241.51 SAN MH ~ sWING - , 20' Ezl~. E.,._. ~Y W y y > ..r.F EG., 1.1.E U.
/ 1 OU't ~ 9 911?. 219.08., : ~ ~ ~ . ST * a I .STA 6+12 ae 4a ~ ~ z ~ y TOP 245.4 w,..~....- 0
CONTRACTOR SHALL SAWCUT ~ n - . . ~ ~ ~ ~ SILT FENS (TYP.) L....,, - ~ ~ ~ ~ ti _ ~ INV 240.4 T3LOOMINGDALE ~
EXISTING PAVEMENT ALONG / ~ 0, .p ~ - » , ' y SEWERMAIN IN BREWSTER DRIVE ~ ~ . ~ . . ~ ~r yO W
1 ' PAYME AND STA 6+4 - ~ ~ ~ . J . 70 8 fl.'. , , , ~ (0 MAX NTWIgTM) ~ ~ ~ ..~j/ . r o+ao LING . / . \ ' / ~''"3 ~ V / N C ToP 24488 1 STORY 1 $ ~ ~ / 6' WO D ENCE ~ A 15 91 240.54 BRICK 1-STORY BRICK '`4
ALONG SEWER LATERAL5(6 MAX / I . PAYMENT WIDTH). BASE BID PATCH ~ . . , y ~ ~ ~ ~ / ~ ~ 30 238,38 SPORht 141 ~ FF 245.1 D M T ~ e ;.'r ~ / ~ 24481 FF 245.10
C Ch BASIN , w-? . , ~ ~..~`r`"-°-~~..... I SHALL BE PERMANENT PATCH. ALT. r ,~.3° 116 ~ ' - ~ ~l~ w --w y y ~ v. w'~/ / 30 23$.38 _ $ r,:~ ~ 30" 812.02 ~ 51 ~ ~ 6' CHAIN LINK ~ 4' CHAN iMf 234,51 FENCE 51 30 i21f ?.38.98 1.~
BID SHALL BID TEMP IN LIEU OF I LET , .:w-:., lA. DS.7.' . . - ~ ~ , r.. i ; r ` 7606 BOLIN CT , PERMANENT P T H (N VERA e ~ . . . . ' , . tee...,,` I K F ~ r~/ 1-STDRY rv-.._,:~ . NC d / HEADWALL ASP. E 7573 JENNINGS LN , ..~/~i!' BRICK ~ FF 4 1 CO DRI z _._,r..----°
ALLOWED . ~ 1~IGM Q SILT ~ _ _ . . .
SACK P \ ~ , 5T +3 ~ . , . ~ _ ~ gip' r ~ _ NEi4~lON„ _ _ REPAIR D GE TO ~ TOP 22 , ' " .'.'.~.~L~IT~~~~~~~~~~~~ . ,t....... ~ 7573 JENNINGS LPJ , , , ,,,,..r- ~ .r. s .~f /r r CATCH BASIN ~ ~LIMII~ """-I _ -'~i r ••''~2EPAI DAMAGE TO ~ ~
\ HEADWALL TOT'INGE7R• ~tP y ~ 24f+. TORE F ESC. ~ t- = = - INLET r~ w~L~ HEA ALL TO EXISTING OR ~ PROTECTION .a: tv
BETTER CQNf91'fKa~l: -~IQ.~..., ~ ° _ - --INC~ .p y f SEPARATE PAYMENT. C~ ---.-a t / _ ISTING„~@R SETT R ` WI BETTER CONDITION. NO _ C..O„~t't'10 . ND EPERATE CONTRACTOR'S OPTION: / HIGH FLOW SILT D
~ / / 7557 sELWY,N cT r~ _ -1+7 S P~ \ 1 w w \ 123 - ~"SPIEE ~ - SEPARATE PAYMENT. 1 ~ a SACK('i'YP} PAYME~I P.} O y p 1. 78.8 DR 14 HDPE _ _ Josh P~aud ~
556 SELWYN CT ~ 0.8.7121 1°G. 0591 { Sf~E DIRECTIONALLY DRILLED FROM sELWYN CT g,~..,Ne.,.,~45 ` PLACE RIP RAP CREE MANHOLE TO MANHOLE. INSTALL
- _ 235 --,..,.r^~. ~ r PLACE RIP RAP GREEK ~ 124 121 ~ CROSSING 1 TH C S 124 T O+47 8 1 tW S IRON TAPPING SADDLE FOR 5 ~ 0+~ SEE DETAIL P, BA KS ~ n
CROSSING 18"THICKNESS - ~ \ \ Jahn I6 SEE DETAIL (T'YP.) BANKS \ ) 0.8.7276 I 234,0 5"~A tn) EXTENSION OF 4 SDR 28 PVC O+GO FF .239,52 TO 235.5 0+00 FF 238.97 11.8.7276 0822 V 230.0 ."fOP 235' aFF IA TO BE RESTORED AND ~ SEWER LATERALS AS INDICATED.
TO BE RESTORED ANp ~ \ ~ 124 ~ 105' OFF LA i. V 231 •t) STABILIZED IMMEDIATE / 9{68-AS•-37'01 90' FR 237,7 105' FRONT 23 .5 Y INSTALL 178'-8" DI SS BY OPEN 124 12G' REAR 8.4 ~ 45' REAR 23 ,7 AFTER DISTURBANCE CUT METHOD.
STABILd2ED IMMEDIATELY ~ / ~ \ / ~ ~ 12g 5.5.1 INTERMITTENT STR 3. INSTALL 178'8" Di 55 BY DRY
AFTER DISTURBANCE ~ \ ~ ~ 5.4.1 1557 BLOOMINGDALE ~ i 7565 BLOOMINGDALE CT CROSSING 20` STREAM BORE METHOD WITH 1G"`STEEL \ `
INTERMITTENT STREAM W DISTURBANCE, INST L RIP CASING. CONTRACTORS STRIP 127 RAP 4' WIDTH c/B CONTRACTOR SHALL BE
CROSSING 2d' STREAM DISTURBANCE, INSTALL RIP TOPSOIL , STOCKPILE, ~ _ TOP 23&15 THICKNE tTH FILTER REQUIRED TO REPAIR ANY AND
r n C RIVE RAP 4 WIpTH 18 -~-y. SELWYN CT. INSTALL UTILITY, REPLACE 24 ~ 232.99 FAB NDERLAYMENT ALL DAMAGE DUE TO TOPSAIL, ADD ~ ~ 30" aOr 232.69 CONSTRUCTION TO EXISTING OR CT
THICKNESS WITH FILTER FABRIC UNDERLAYMENT SEE SMEET 19 AMENDMENTS AND SOD ~ BETTER CONDITIONS AT
FROM RIP RAP TO I e CONTRACTOR'S EXPENSE. BACK•OF-CURB SELWYN CT,
3 Lats da nat have existin structure. 9 (8' MAX PAYh~ENT WIDTH}. TBM ON FIRE ON FIRE
Structure Shawn is simulated for 9$SY MAX. I<!0 OVERAGE CONTRACTOR SHALL STRIP HYDRANT -BOLT ALLOWED. BLOOMINGDALE CT. TOPSOIL ,STOCKPILE, NEAREST "M" (EL 2ANT - BOLT LEST "M" (EL
purpases of indicatin that sufficient 9 area remains after easement SEE SHEET 2a fNSTALL UTILITY, REPLACE 257.05} AT 15) AT o
racurement to facilitate canstructrnn p TOPSOIL, ADD 5' INTERSECTION OF . AMENDMENTS, AND SOD JENNINGS LN. ANC RSECTION OF a ZINGS LN. AND
of a structure similar to existin 9 FROM RIP RAP TO RAMONA CIR. ANA CIR. N10
structures. No afher ur ase is PP BACK OF-CURB BLOOMINGDALE CT.(8' MAX
intended. I PAYMENT WIDTH). 1225Y 50' 0' 50' 50' 100, ' s
MAX. NO OVERAGE ALLOWED. MEE a
0' • SEA
11 10 5 r s~
FOR LEGEND SEE SHEET 2 ET 2
FOR NOTES 5EE SHEET 2 DETAIL Sh. T 2 DETAIL SHEETS.
250 r 250 Q
Cy00 ~
(DEC
245 245 a ' j X t'3)
..,,~,~,....~.M.~....
I i i ~
i
~ =
2A0 240 U. C1 CL.
~
0
235 w 235
s V
" z
Si'CN'MH :~'1~
23a 230
~ e .
0
~ CONTRAGTOR'S OPTION:
{ G 6" WATER i 1.178'-8" pR 14 HDPE
# 225 .,,r 0 piRECTIONAILY pRiLLEp FROM HOLE TO MANHOLE. INSTAL!. 225
IRON TAPPING SADDLE FOR
..,..~....~..w,.~~.,.~..,,.~..., _ EXTENSION OF 4" SDR 26 PVC ~.,..~.....~...w.,, li.~t~8...a.~.,. a.,~,,.m.~......... ,w~. SEWER LATERALS AS INDICATED. ~
4 2. INSTALL t78'-8" DI SS BY OPEN
i CUT METHOD. 3. INSTALL 178'-8" DI SS BY DRY 2
y ~0 - - ~ ORE METHOp WITH 16"STEEL 220
ASING. CONTRACTOR SHALL BE _ EQUIRED TO REPAIR ANY AND
u go
n n i r ALL DAMAGE DUE TO CONSTRUCTION TO EXISTING OR
BETTER CONDITIONS AT
215 CONTRAGTOR'5 EXPENSE. 215 L 04
i
SCALE = 5a~ HORL 1 "=V VERT.
BOOK NO.
210 ~ ~ ~ ._.v....,.._... 210 SHEET
+ ~ + + ~ o as ~ oo ~ o0 3 00 4+00 ,
J~aO 6t 7+ + + + 00 00 8 QO 9 p0 10 00 11 ~O 10 OF 30
._..~.~_m _ p ~ , _ _ _._.m.

Drawn by
Beni amin R. Lennon
TBM #7 CATCH BASIN INLET ~ PROTECTION W! Checked David E Vaughn,PE,PLS
RR SPIKE IN B/C ON WEST g SIDE OF tNGLESIDE @ INT. HIGH FLOW SILT Cs~ Reviewed
W/ BlBB CT STRIP TOPSOIL, STOCKPILE PLACES DRAGS ?IL, STOCKPILE, '°~j SACK(TYP) J. REITZEL,PE,PLS
ALONG CU EL. 229.40 INSTALL LATERAL, ADD :RAL, ADD CO S TO TOPSOIL, ~j ~ Date 1-10-07
FLOWLINE AS AMENDMENTS TO TOPS01! P• SEED DISTURBED TURF INDICATED ('1'Y j~ m~ 24i,o3 ;BED TURF ~ 2 ~ A
AREA IMTN SEED MIXTURE EED MIXTURE ~ t8' ~ 2.81 ~ ~ 18" N FR~1 till t~
SIMILIAR TO EXISTING LAW 156 S INGLESIDE DR ~ AND CRIMP iN MULCH• ;X15TING LAWN ~ 235,93 , , \ d MULCH. n 24r our 233,80 . .
\ j+ ~ .n •1 9 PADDLEWHEEL RD 183 PADDLEWHEEL RD EL RD V
G ~ o
15 ~ STRIP TOPSOIL, sTOCKPILE, coNTRACTOR SHALL n
~ C INSTALL LATERAL, ADD SAWCUT EXISTING ~ iRl IEVE 22 FF Ll'. 211.4 AMENDMENTS TO TOPSOIL, PAVEMENT ALONG ui r
o+ tS o' FRONT 209.7 ~ SEED DISTURBED TURF I INSTALL TEMPORARY HI H 7 O SEWERMATN iN INGLENOOK SANMH ~ 98 ~ ~ \ 175 PADDLEWHEEL. RD •
FLOW SILT SACK IN 95' R~ 2q coy AREA WITH SEED MIXTURE CIRCLE (1 Q' MAX PAYMENT / ~ \ Q 6619 NNIE BELL LN STA 10+89 ~ ~ W ~ ~ ~ ' ~ / ~ , . , i / ~ \ ~ 1+90FFLT.217.29 =Q+76 IFRONT LT. 217.29 216.3
DRAINAGE; STRUCTURES 2 SPA ~ \ SIMILiAR TO EXISTING LAWN WIDTH) AND ALONG SEWER / \ ` ~ AND CRIMP IN MULCH. 1 CT L LATERALS ti MAX PAYMENT AND CONSTRU / 63 ~ 69 70' FRONT 216.3 i \ . 100' REAR .8 .8
R N DIVERSION \ ? WIDTH ,BASE BID PATCH PE MA ENT SAN s ) 65 tT 236, ~ ~ \ i
BERM WITH OUTLET TO ~ ~ ` SHALL BE PERMANENT \ s STA 0+00 ~ , EXISTING CURB INLE'T'S AT ~ ,0+07 \ ~ III PATCH. ALT. BID SHALL B!D 80' FRONT 233,55 ~ G t ~ , :1 . . . . . . . . . . . . . .Y. (i81240.15 e \ 115' REAR 236.45 ~ \ ~ ~ 0t94 FF lT. 206,80 \
'S? \ i DWAY. 5EE OA ax \ , TEMP iN LIEU OF END OF ROA ~ ~ i I SO' INTO tOT 232.15 CJ"` i t ~ ~ ~ • ~ i \ 70' FRONT 205.2 Ir z
SHEET 28 ~'o ~ ~ I PERMANENT PATCH (NO \ ! ~ ~ ? \ A OVERAGE. ALLOWED). a ~ ~ 6~ 100' REAR \ 5~,~ 1 • r $i~+ ~ ~ 6613 BONNfE 6EL4 LN TRI - Op a ,0 J 0 z m
\ l AO q 7 ~ l ,p 0 210 INGLENOOK CiR \ 1 L ~ %Sa 62 23 ~ ' 0+15FFLT.202.06 UGE5ECON JGLENOOK CiR ~ ~ ~ 62 2c~g ~ ~ ~ . \ 72' FRONT 200,5 0
'IaP 2.34 r 1 ,pT ~ 13" IN 2CIO.t2 ~ ` ~ ~ 1 ~o ~ •S Stephen L Young do wife WCLIT DRIVE ~ J 115' REAR 199.1 \ S~RI~ICE ~TYP~ ! 1 Uc~ iI~ARY rDRIVE C~') ~ W
Nectar Santana & wife ye» OUi 199.92 ~ i I ~a 's Nally A. Yaung \ S RAIGHT AND TRUE. 6' ~ ~p•84 ~ ` \ ` ~ 1 D.B. 5164, Pg. 0836 ti iT AND TRUE. 1 f 1+56 FF RT, 243.96 80' • ~ FRONT 241.8 ~ Q
Blanara Santana 1 ~ - ~ Ca a. white de w'rfe REMOVE CONC. ~ 1 1 TRI- El 9498-44 710 ry D.B. 3204, P .0298 ~ ~ ~ o+ FF'RT, 219,45 I?toazeilo F, white DRI TO RIW :CONC. - ~ G~ ~ ~1~ i 110'REAR243.5 ~C~ ~ RIW CATCH BASIN INLET O ~ FH STA 6 30 . t ,71 ~ LL.
~ ` ? D.B. x674 P . a 2 9498--43-6838 \ EBONY 216.2 ~ 9 CHAM R5 AND ~ 15.8 9498-44-8194 " ~ ~ 95' REAR 2 155 s INCLESIOE oR RECONS RUGT 17 SY +7 ~ . ~ PROTECTION W/ . C/!3 ~ ~ ;R5 AND a FF tr. 220. , I BONNIE BELL ~ \ t5" 8V 143,98 ~u
PERM. GRAVEL y ` ~ ~ MAX. RUCT 17 SY 75' FRONT 224.9 ` MAINTAIN 1A MINIMUM S .........HtGH•FLOWSILT,,,.. n ~ t 4 , caN / i Tq HORIZONTAL SEPARATION SEE SHEET 16 . . , \ t8p 41 183.88 a \ ~ ~ REAR 22 c, ~ ~ r 9,~ SACK(TYP 24 oui t9 ~ •
CONSTRUCT ON . ~ a ~ DO NOT DISTURB SHED. r ~ \ I ENTRANCE ~ . ~ ~ ~ ' \ REPAIR DAMAGE DUE TO / \ i OA \ ON BETWEEN SS AND WATER V •8 , ~ ~ a~, ~ SILT ~ ~ , ~ . ~
.Q t. 19 ~ ~ , ~ l ~ \ ~ CONSTRUCTION. p SEEDDIST BED I . .TEMP GRAVEL \ / ~ ENCE Y~ ~ ~
\ ` ~ 5EPERATE PAYMENT. DUE TO LA L ~ ~ ? ~ r, 206 INGLENOOK clR D DIST BED EAS ~ ~ AND GRUB , ...CONSTRUCTION MH (TYP.) CONTACT CITY CLEAR TO lA L 11* ~ . ~ •ENTRANCE TA + \ ' . , NGiNEERING REP. FOR PERMANENT EASEMENT. , • , . • . . STUB OUT 3 JOINT OF W TT JOINT OF
s" , . PST & CABLE r INSTALLATION ' ALLATlON TH SAME / ~ A ~ l/ _ _ 1 lNSP CTION pF STORM ..C,LEAR QNL.Y THOSE `FEES . . . . . . SDR 26 PVC SS & PLUG L. VC SS & PLUG
~ ~ ~ ? , . ~ 16 ri~ 61 SPECIES AS EXES' . . / err CIES AS EXIS ING. r O 9 ~ S D IN P TO AND • • NECESSARY FOR * ~ l WIPLUMBERS WING P ~,.q ~ ? TAg ~ ;ERS WING JRE =ION.
AB E r ~ \ / CONSTRUCT PUSTAND C L ` ` 7~, r r . ~ `r \ . ~ \ ~ ~ r 81-LEVEL ff 216.00 • a # rOp '`~0 AFTER S.D. C ING(TYP.) •CONSTRUCTION IN ' ~ . • . , ~ ~ \ FOR FUTURE Sil rr ~ ~ NV .p ..TEMPORARY EASE NTS \ . 2~ / /
FROM WOODSLINE TO ,y.. ~~.'f 1 a \ \ \ ~ ` S T ri ~ r' ~,r, ? ~ \ \ \ \ ~ ? ~ rr 100' FRONT 218.4 Rhonda G aewicz \ ~ 1 WODDSLiNEWTTH HASPLOCK `~~'f. .y. , \ \ \ ~ ~ \ rr 150 RFRR 212.7 D.B. 5344. pg. 0493 ~,A ~ ~ ~ ~ :1 ~ / Z" ~1~ 180 PADDLEW r.. ~ 0 209 INGLENOOK CIR ~P'} ~ .r 'f/" ~ .i / 6'0li0tM1' 180 PADDLEWHEEL R W
\9 ' ~r~'. ~'`'~.`'a... ` \ ` ~ or 9498-44-9243 CROSS UNDERGROUND ~ KEYED TO PWC LOCK SYSTEM . \ \ . ; d \ ti a ~ \ I I STRIP TOPSOIL STOCKI~IL ~ . . . / 0 ~ 101 A,~ / 1 ~2. . _ SS LAT. • x 1 56 INSTALL LATERAL, ADD / / t 1Q1 1+25 FF RT, 214,54
AND REFLECTIVE MEDIA. SEE ~ . ~ . } ~ . ~ 1. ~ . ~ \ ~ ~ ELEC. IN ACCORDANCE ~w . . 171 t C SHEET 26 0 . r . ~ ~ , \ . ~ . ~ . ~ ~ ~ . , rr o~ WITW NEC. (TYP.) NO r a cP ~ tOPl~.it ~ ~ /e r ~ AMENDMENTS TO TOPSOIL . . . . I . S .gyp ~ ~ e( t5' Ot!! r'~.31 75' FRONT 213.0 105' REAR 212.3
• ~ ~ •ti . . a`. ` \ 1, 6603 6188 C ' ~a REMOVE FENCERS , • rr t5 PtASiiC SD SEPEI7ATE PAYMENT a s ` \ ~ ~ ~ INV 206.43 172 'p ~ 1 ~ SFQRMER C~') EED DISTURBED TURF ° ~ . 5 o o ~ S ~ \ ~ 5 ~ ~ ~ , g \ ~ AREA iMTN SEED MIXTURE;~ ~ TRi LEVEL
NECESSARY FOR < . \ . , . , . ? . ~ ~ \ I N. REPLACE ' . ~ ~`:~""ia. ~:'F'`~ ~ ' ~ ~ SAN MH ~ ~ / CONSTRUCT 0 . ~ ~ e p ~ ~ ~ ~ ' ~Rru l ~ Q , \ \ 1 F SIMILIAR TO EXISTING LAWN . . . . Q ~ ~ 102 CONTRACTOR SHALL
\ ~ . `,w . \ ~ .~~f~E'.'.. • ' 3 v ~ sr>~v~ly sNAPPERI~ TO EXESTtNG OR BETTER a ~ ~ , , \ . ~ ~ N ~ SAN MH ite DESIRE M. SNAPPER TEMP. GRAVEL ~ ~ ~ ~ 4 ~ n ~ 1 ~ / AND CRIMP IN MULCH. ~ ~ ~ `~ANMH ~ 1VEL ~ ~ ~ ~ w, ~ ~ • ~ 5 • ~ • 176 PADDLEWHEEL RD SAWCUT EXISTING j„
CONDITIONS. PROVIDE , , I ~ ` ~ a ~ ~ D.B.2se1 ~G,61as ~ .',°ti ? e.., ~a ~ a~° ~ • ~ sase,~a-axaa CONSTRUCTION ~a ~ ~ .OQ \ ,TiON ~ ~ STA 8 55 ~ 0 ~ ~ ~ y PAVEMENT ALONG SEWERMAIN ON
TEMPORARY FENCING AT , . ~ c~ ......,.~1... ~\~\~4ai~`~~.' ~ ENTRANCE + EDGE OF EASEMENTTO , 1 a.\..> ~ W ° `3' ` \ 212 INGLENOOK CIR ~ \ ~ ~ sr ~ ~ \ \ \ PADDLEWHEEL. DR.(10' MAX
SECURE PREI110USLY ' ~ ~ A 8x 0 ~ ~ ,o° CB t ~ rO 27 57 \ \ \ ~ 0+66 FF RT. 207.46 \ . ` AZ 0+05 FF RT. 29.03 CONT GT CITY t !N '2t i / . S M~ 72' FRONT 206.4 6 \ PAYMENT WIDTH) AND ALONG SEWED. LATERALS(6' m
FENCED AREA. , , , . . ~ \ ~ r„r r-- - \ \ ~ ~ of ~ ,r. . 1 \ ti r t "~'~,M S / NGi R P. FOR ? ~ ~ 70' FRONT z s.2 ~ \ E NEE ING RE \ 2 `~U i 15 REAR 206.7 r'~ ~ / S 0+98 100 REAR z6.$ , WF(tAND INSPECT ON OF STORM MAX40MENT WIDTH). 1a
i .p,1. ~ I I t I r'~ \ ' ~ I ..I.. ~ ti ~ k r SILT FENCE(TYP.} ~ . 4 . . , D~UNEATION DRAIN P OR TO AND ~ BASE BID PATCH SHALL BE
CLEARAND GRUB ~...1.'.#..I. , r" • ~ r , f I ~ r c ~ .1..{. I WOODS \ r r a lar o PERMANENT EASEMENT. ..1..1 .1. ~ \ ( ~ 1 ~ r , AFTERS. CROSSING ) PERMANENT PATCH. ALT. BID SHALL BID TEMP IN LIEU
CLEAR ONLY THOSE TREES ~ - ~ \ \ , i ~ r / ~ ~o / ti POST& 2r~y \ OF PERMANENT PATCH (NO
NECESSARY FOR \ ~ ~ ~ ~ _ ~l. ? ~ ) rr CABLE s~'6 , . . . . OVERAGE ALLOWED).
TI N iN ~ ' I _ ` 1 ( , S ArS+ r TEMPORARY EASEMENTS . ~ , . , , ..ti . a ~ 1 1 ~ ' ~ r ~ ` A REPAIR WATER LATERAL \ ~ N T DISTURB , • ST AN MH ~ DISTURBED BY DO 0 , , WETLANDS SHALL BE
j P•j 1 1 1 ""w ~.^^r« , ~ .I..\. ~1' ` 1 ` ` ~1 1 rrr ~ ~7 , . , , , `°~-rte,, Ease.. ~ ~r~ • 1 c~ ~ ~0 PLACE 4 X 6 X 10 ' ' m -r. . , . ~ 1 x w~-r,:, y •..:.r, ,i...~..,. . , .Bra}, , . 1, l .~'t ~ ` 1 { \ \ ~ l rI •(r Y'9~ S 6+7'S ~ CONSTRUCTION. NO WETLANDS ANDIOR STREAM . , , . , , RESTORED TO ~ x~ ` UNLESS WITHIN EASEMENT . , . , . , , ' , , , ,
CLASS 1 RIP RAP a . j l ~ I , . r 1 1 ~ 1 , ~ ' 0 213 N FF RT. z2z,oo SEPERATE PAYMENT . . . PRECONSTRUCTiON y ?r d'S 213 INGLENOOK CIR 115 FRONT 221.0 / CORRIDOR. COMPLY WITH . CORE EXISTING MH CONTOURS AND SEEDED
APRON WITH , - ..r ~ , \ ~ \ a I 1 >R ~ ri •S FILTER FABRIC .t . . , c... . \ ` ~ \ \ \ 'S 165' REAR 221.8 ALL REGULATIONS OF THE , EX, Mlli, , 'A1~ID INSTALL BOOT WITH WETLAND SEED / „ 59 ~ NATIONWIDE 12 PERMIT. . , ~ . ~ STAINLESS STEEL MiXTURE(SEE NWP 12
UNpERLAYMENT •FE.. .'.~.'.f.'.','.`.~.',',I.'.'.'.'.'.' , \ ~ Q ~ (nP.) , LF~ 179.1,1, , , • , • . ~ . ..CONNECTOR. REQUIREMENTS 58 ~ SHE 8 )
? D~lJNFA110H I . ~ ~ ,h _ ....r+'~..'•. ,I• •...'.'.r..,. ~ ~ ..L'?y`.,~ 4 \ \l ~L r ~ \ i j/~ ~ Vii"` O ~ , ~ , ~ . ~ • ~ , NE;W, INt/8"'1N•180•.0• W,1.R .re
~ \ ~ \ rrr iyi 1 i 211 INGLENOOK C!R INV •1 Z"OUT 178.01.. 695 SQ FT CLEAR, TBM I • " " ' ~ • " " " " " " ' INSTALL SS AND ALLOW RR SPIKE IN TBM
. ` \ \ ~ ....~"'4~e, ~ 1 `rte. Stephen _ _ 5#ephen 8. Shaffer & wife . . 5• Desire M. Shaffer ,7~- TO REGENERATE. NORTH SIDE RR SPIKE IN BIC ON NORTH SIDE OF
4_.. I 1 D.B. 2961 _.r~ ~ 1 Ir~ } 1 DO NOT DISTURB STRIP TOPS011: TOCKPItE, 1.~ - 1 ~ ~ I 1 I r ~ ' 1 9496- D.B. 2881, a9. at3s ' ~ ~ , . PADDLEWHE 8488-54-2201 PADDLEWHEEL NEAR
' _.~iII111111{ WETLANDS AND/OR STREAM INSTALL LATERAL ADD M ~ ~ ~ ti ° I I a I ' . I ' END OF PAVI . EL 202.66 END OF PAVEMENT EL 202.66
UNLESS WITHIN EASEMENT I ~ AMENDMENTS TO TOPSOIL, r CORRIDOR. COMPLY WITH Sf:ED DISTURBED TURF l . cJ'? I ~ cf~
ALL REGULATIONS OF THE AREA WITH SEED MIXTURE ~ 50' 100' ~l
NATIONWIDE 12 PERMIT. SIMILIAR TO EXtSTENG YAWN Cm'•) 0' ~~~f a _.n..,........ .a._„ z
AND CRIMP IN MULCH.
11 1~ rr ~r
FOR LEGEND SEE SHEET 2 SHEET 2 a
FOR NOTES SEE SHEET 2 DETAI HEET 2 DETAIL SHEETS. SE
031 15
1 -
.210
240 I a
f rt ~a ~rP
t
ire `r~rr
i 1 t ~1r. r 205 ry~M ~ ? h ¦
235
2 00
0
r r ~ C)
i _ H ~ V-' zoo c x 0)
230
2N ~ ..-,w..•••, rte....+...,..~w .,..w,r.+w... v...s.n,.,..,a..ww...,.vw. ~ ex +nre. ..,~m.,w,e„
~ MAINTA IN MIN. 12" Q,} r
~ ' TION U) EN SAN. .SEWER CCTV
~ 1'~n . ND S. ORM (TYP) LL 0. Q.
r - 195
f r
t f A
i
SAN Mm 190
22Q ~ c ° .~TA.?tq~. ~
i RIM 200.70 .70
w1a 185
215 4 t
i
~ o 180
21Q _._s..
r r n
r .fir ~
wa
1 175
2p5 r
llo
' ~ a i
n ~ n ~
170 a
20p N 3 I
i ~711f7 s
lNGL ~ 1. SCALE 1 "-50' HORI. 1 "ffi5' VERT.
RIM 2 3 r' pI H N a BOOK NO.
! IIYV Q 165 SHEET
195 r
+ + 4+00 5+00 5+00 + 2 00 3 00 0+00 1 00 r ~+o0 2+00 + o0 0 00 7oa sob goo ~ooo 2+00 9 OF 30
. ~.~,~~~~~m

Drawn by
Benjamin R. Lennon
Checked David E Vau hn,PE,PLS
Reviewed
Q J. REITZEL,PE,PLS
. Date
1-10-07
~1 euRlEn T1ME WARNER
d ~ cnnl~I;rrP.) ~x.
~ w N GE ARIMARY GE PRIMARY (GYP.)
UGE SECO It~t 257. S sERt~CE ( STUB OUT 3 JOINT OF 8" >
s PROP, SDR 26 PVC SS & PLUG lTlr~lM~ERS WING PLUG ui
FUTUR ~WNSION.
i DON B CTV Q CONTRACTOR SHALL STRIP ~ a
TOPSOIL ,STOCKPILE, t 103 KEELER r c ti:
CONTRACTOR SMALL PAY ANY AND ALL COST/FEES INSTALL UTILITY REPLACE °NC G r ~ ~e TOPSOIL, ADO ~e SAWCUT T~ RR SHALL : CL LLj
ETC. TO SUPPORT POLE 1 w a AMENDMENTS, AND SOD ~ w PAVEMENTALO
AND SHALL BE ~ DISTURBED TURF AREA (8' TCH BA IN INLET ~ / PROTECTI N Wt J SEWERMAIN IN ELER CT. (10' MAX PAYM T WIDTH)
RESPONSIBLE FOR REPAIRlPAYMENT TO MAX PAYMENT WIDTH). 356 HIGH FLO SILT 6617 KEELER DR SY MAX. NO OVERAGE i 17 KEELER DR ND ALONG > R _ 0 u.
UTILITY OWNER FOR li 11 INGLESIDE DRIVE ALLOWED. "~CK kiN SAN MH TERALS(6' MAX PAYMENT 0
DAMAGE DUE TO CONSTRUCTION(TYP.) SEE SH i EET 12 2 0 ` STA 4+4$ TRANSFORMER 36" I .69 $ TH). BAS BID PATCH --S L BE PERMANENT
/~36" .57 \ \ 1 \ TCH. ALT. PID SHALL BID 0
CONTACT CITY 5TA 16+1 ~ ENGINEERING REP. FOR REMOVE HEDG & DISPOSE aSpN. I T PIN LIE OF PE MANEN PATCH (NO N
TOP 233.Q ~ ` ~ OF OFFSI I \ INSPECTION OF STORM TE CKF LL RAGE A LOWED).
t SEE PROFILE "E" ' THIS SHEET IN T^0 r OP. ~ DRAIN PRIOR TO AND DEPRESSIONS /SUITABLE ~ / 0 REPAIR WATER :PAIR WATER LATERALS Z
INGLE SIDE DRIVE AFTER S.O. CROS5ING P. MATERIALS(Nd SEPERATE F.F. 25.6 / f co ~ ~ ! y DISTURBED BY TRANSFORMER PAYMENT.) 101 KffLfR Cr J STURBED BY
5EE SHEEr 92 (m'~ ~ --coN cTlo~ u ~ ~ EPARAT A )N UCTIO . NO PARAT A` ENT W
- - SILT FE
\ oar ~ ~ SILT FENCE (lYP.} ~ 1 • ~ ~ as \ SILT FENCE (1"YP.) hog ~ C ~ 1 ~ \ i y ~P ~ ~ ELEC . IN AC ORDANCE WITH NEC. N SEPARATE > PAYMENT(TYP.) \ W L.
~ N 104 INGLESIDE DR ~ ~ f \ T ~ti SAN MH FL 1 ~ 1oz KEE(.ER cr V 2+9 MQRGANTON RD ~
~ I r oA ~x 5 I a 3+a21a our 2 p FF L .238.95 2 ~ 1
15 ~ ~ ~X SAN MH 70' RONT 236.5 ? \ . ` DO NOT DISTURB 5TA 0+ad 4 100' REAR 237.6 ~ ~ 1 •Q F.. RESIDEN FOUN TION,
otRr v ~ ~ our 2 oA co Rt~7CTI0N x I + ~ 15 05 INGLE I i 1 oN \ ~ 252.85 R S C ROVIDE REMOVE & LROVIDE CROSS RGROUND uj
W \ x ~ 1 A ND ALL FANS YE CE FENCE ~ \ s~ 100 KEELfR C7 EANS iPROTECT (~7
~ 0 \ J BS1X- ~ NO SEP. PA • ~ ~ y ~ NECESSARY TO PROTECT \ c~ - N - _ + c~ rn ~ ~ STRUCTURE AND (gyp,) - N \ \ x CLEAR AND GRUB ID
r \ ~ IN 211.21 ~ ~ W ~ 4 RCP 8" W ~ ~ p 214.53 ti i .218. ~ _ ~ ~ ~ ~ FOUNDATION FROM 1- p ~ ~p •p PERMANENT EASEMENT, ~ DAMAGE. NO EPARATE 20M
~ SAN MH P T & ABLE 0 ~ ~ ~ ~Q~ ~ CLEAR ONLY THOSE TREE PAYMENT. 36 IN 211, i "'~'S3 \ EPARATE 1 UL
~ STA 2+22 - ~ ~.g" D ip~. 14+16 INGLESlDE NECESSARY FOR 36 216.7 ,y ~ ~ i p ~ CONSTRUCTION IN
1q -•w.A ASS w ~'EMP w ~ \ ~ ~ ~ TEMPORARY EASEMENTS N
\ ~ Q PERM ! ,p EASM SAN Mli~ ~.Q IPnr 221,58 ~ -~K 1
~ ° ~ a i s .n ~1~.75 , ~ ~~`2~.-- REMOVE FENCE ~S
~ CONTRACTOR SHALL PROFILE w PROP. ~ w 223,27 ~ NECESSARY FOR w o1~ t~ H
' n IRON 4+1p SAWCUT EXISTING A ~p } ~ 1 ~I ~ FL EL. 225.75 PAVEMENT ALONG 4 vi ~ 2~• TA 2+03 CONSTRUCTION. EPLACE 1
~ f II N ~ e CON \ I 5,g' BUR 5EWERMAIN ON INGLESIDE N MM ~ ~ ~ a + coN ~ DR, 10 MAX PAYMENT w ~ 1s ~ HARDWARE CLOTH AND TO ORB R ~ 2a > ' > GRA L INL CONDITIONS. PR m
c~ l I SAT+97 = t I WIDTH AND ALONG 5EWER u. ~ 3, INV•122~ ° - \ TEMPORARY FENCING AT O w ~ PROTI=CTION(TYP) ~ w ~.o ~ ~
I I o 1 +141NGLE51 I 1 ~ ~ 1oz a ~ I LATERALS(6 MAX PAYMENT I ~ I ~ ~ ~ 103 ~ 1.. O EDGE OF EASEMENT TO a ~ OG _ R ~ E r S / T SECURE PREVIOUSLY - 4 a
i ` p WIDTH). BASE BID PATCH ~ ~ 1 I ~ F.F. 217 t6 ` t +ao FF RT. 5. SMALL BE PERMANENT is 4 ~ \ ~ FENCED AREA. 1 ~ ~
I I ~ 22 PATCH. ALT. BID SMALL BID 7 'FRONT 22 .2 ~ ~ STA 15+23 , \ ~ \ \ t"" //i
I ~ I ~ amuel E. Meidrum ~ 1 o R R .4 TEMP iN LIEU OF f 1 1 ~ TOP 222.2 z I ~ ~ I , 8.3164, Pg. 0140 PERMANENT F"ATCM (NO SAN MH GO c. ~ ~ ~ Q~ ~
1 I 9498-4 -5430 INV 298.2 VERA E ALLOWED . II I I 1 o G ~ p ~ _ L , STA 1+97 PRO E H STA 14 1Q + ~ \ =14 14 INGLE DE 1 FL EL. 22 ,75
1 1 I 1 ~ -..-r.. "'.w._ ~ N ~ \ _ ~ (5.5 BUR 103 INGLESIDE DR
INGLESIDE D RIVE 5AN MH ~ James Rowland ~ 'w
SEE SWE 12 STA 2+~~ PRO ICE °D° 1 +p0 FF RT. 25.89 Pickett & wife Jessie -14+16 INGLE I[lIE , 7 'FRONT 22 .2 Mae Pickett 5TA 13+28 Q.B. 3151, Pg, 0624
~ TOP 1 0' REAR 22 .4 9498-45-7316 \ zaz.z a
i 's INV 218.2 \ n' 1 F
I
TBM #2 3~ \ \
RR SPIKE IN PP INT. INGLESIDE DRIVE SEE SHEET 12 z
OF MORGANTON & INGLESIDE 5`
EL. 22$.94
O evp~ C- ~ 0~0 p~ -Z A
50' 0' 5D' 10Q' 100' r SE L
it 11 0' -t 031 1 TBM #2 s ` a
srrr F C RR SPIKE IN PP (i, INT. OF MORGANTON & , N.
II INGLESIDE '~f~gf
FOR LEGEND SEE SHEET 2 ~ FOR NOTES SEE SHEET 2 DETAIL SHEETS. EL. 228.14 q
96 UNDERGROUND ACCORDANCE
C NO 3 P r
(D Lo
245 255
i
.18" 0 it -SEPARAT 1
SEWER
P) Lo
240 250 Q
..n~~,~b..,..,,..~.~..~ .~v.,,..~~.., ..;~.~.wW,~ ,..~,~,~.~.,~.~yw.M ....uY_w.~,..,K.a.,,,,~..~.., ~~.,.,,~..x...~,.~~~. :~,~on.,.,,...~tw,M,.,~.~.,#. ~~.~~,.~,.~r~.~. ~ro.~„Mwn.m,,~..,.~ -.a.,. IJ.~J
. .m._.....,~..~. .,.,_a..,~..,~v..,..m.v..... ~mw....,~. a..,.~,... 4-M7 CCU (1)
_ _ o t H~RA 0 o
,0-0-_ - r CAS - =
235 245 T- L.L. CL CL 'QuTT
230 zoo
i n
.
~~w~.~._~,.~,_,~,_.. ...,~.,~,~~.M.,..,~..,.~, ..,~.,~~ti..x„...,a.~..~~,~.>..,~ ._.MU...,. ..~.,~.w.M~~.,,.,,,a.»,~..~. .~,.,~.~~~.,w..,~..,~.~w, ,.~.~.~...~,a,~..~..~,..,,.~. ~,,.~~,,.,_..r..~„~„~.~~. .,~.~~u~._,,._.~,, .a.V~,...~, ~ ..d....,,.~„„_ .,_...„.,.n.._. .,.._,.~.~,..~.,..,~.w. ..._.....~.m~..~..., ~ ~ ~ w
5 - 235

I~1
220 230
STA 23 RIM 21 u., ~ .,~.....~..,.m..~.. ~.......a..M...~._w~ w
INV IN ( t N
INV IN ( 'T ° INV QU
215 CONTRACTOR SHALL CHOOSE _ ° METHOD OF SANITARY SEWER 3E "R 225
CONSTRUCTION EITHER OPEN CUT, __~..~,~,~„..r.~~.... ._.....~~,.K~.~.... _..~..a,.~..~ _.__~.~m.,~.~,.~..~ ~ ~ rt.,...~....., --DiRECT1ONAL BORING, OR :N CUT,
~ `CONVENTRIONAL STEEL CASING >tNG
' WITH CARRIER PIPE. CONTRACTOR tACTOR
SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE SETTLEMENT, R ANY .NT,
j I I ETC. TO ADJACENT STRUCTURE t1RE
210 , 220
SCALE V=W HORi. 1"•5' VERT.
BOOK NO.
~....~.m..~_. ~..,~,~...v..~..M. _.._......_.r
205 215 SHEET
~ +ao ~+aa ~+ao o oa i a+ao ~+oo z+oo 3+00 4+00 5+00 8 OF 30
..u..~ ~ _____.~m~.~._n_____ _ w_ _ _ .

.
Drawn by
Benjamin R. Lennon Checked
David E Vau hn,PE,PLS
Reviewed
5.2,1 INTERMITTENT STREAM WETLAND; WETLANDS SHALL BE $ J. REITZEL.,PE,PLS
CROSSING 30' STREAM RESTOREt D A RESTOREp TO Date 1-10.07
DISTURBANCE, INSTALL PRECONS" 4' IMDTH PRECONSTRUCTION
CLASS 2 RIP RAP CONTOUR 18"THICKNESS WITH WITH WET ---CONTOURS AND SEEDED WITH WETLAND SEED OPSOIL STOCKPILE , STRIP T
W.10.R FILTER FABRIC MIXTURE(; MIXTURE(SEE NWP 12 ENDMENTS AND ADD AM
6173 SQ FT CLEAR, UNDERCAYMENT ~ ,I REQUIREIV la REQUIREMENTS) CE A!" i'ER UTILITY IS REPAA
INSTALL 5S AND ALLOW I ~ ~ TO REGENERATE ~ I I I ~ . ~ 1 I TALLEp. PERMANENTLY i {N5 ` ~ SEEP ANp MULCH WITH
! 4 . III Ir I I I~`"' f SAME DOMINANT SPECIES I I
W.11.C ~ L ~ ~ III z15a sQ FT . . . , . . . . . . . . . . . c ~ I ! AS EXISTING. II 1~ W
~ ~ AcRass ? 1Q I. ~ 1 1 I \
UNIMPRaVED ~ ~ ~ ' S' A I• 1 ~ 5' A M \ \ \ ~ ~ 5 A 17 75 1 R ANp GRUB
STA~ 1B+87 I I . ~ ANTE SEEP I~ j ~ I I CLEA M
1. . ~ . ~ . ~ l PERMANENT EASEMENT. l ~ 1 TREES \ CLEAR ONLY THOSE \ I ~
~.:~r.'.rr. whir ~ ~ „w, . . . ~ \ \ l ` NECESSARY FOR \ ~ i 1
. r ~ ~ \ \ ~ ~ I CONSTRUCTION IN I \ \ SILT FENCE T \ \ I TEMPORARY EASEMEN 5 z 0
P ti (T'~ ? P. (TY) /r L \ ~ ~ a TO"
\ \ \ ~ \ \ ~ ~ o ~ ~ \ F- C)
~ ~ .A~ \ \ \ ~ ~ \ \ r ` 1 ,f< z C)
~ ~ pNT>• SEEP ~ . ; • . \ ~ \ ~ EC~E OF WOODS ~ \ \ \ \ ~ ,i ~ ,r +
j \ 'ACA ~ ~ i • e e e ~ \ ~ ~ LLJ
r~ ~ ~ p ~ 1 \ \ O
~ ~ 'V /
off` . ~ ~ t~, . r I ~ W ~
~ ~ . ~ ~ T H BASIN INLET . ...w-~. ~ .a.-- 1`' ~ V PROTECTION Wl ASIN INLET n 0N wt W
t , . ' e SANMH . . ~ \ ~ \ ~ _ ~ W SILT ~ ~j HIGH FLO )w SILT
w ~ ~00~-YEAR~ ELEVATI . P)
..I L!! x~x ~
~ 7 98 . . dW ~ ' S.. J ' , / l ~ d ~ / • ~ ~ u
~0~ I . . \
I t ~ ~ 1 I ~ / . ) F- LL
-YEAR W~osu . . 1 QO I ~ + ( .ter-'--^-~"•w . I "`1 ~ ts. . . , / t W
V~ L~NE ~~I~ ? . . 1 AM r.- ~ ~1 / . l.. ~ ~ SAN MH ~ M1~CT~.N - I--. qH .~..~,.r~' . Z
~ r~ ~ r I ~ r". . , sTA19+67 t..-- ~ ~r~ m ~ 1 . ~ . i~ ,4, ,
t r ~ . Oft . INTERMITTENT.STREAM . . ~ ~ . . . SSING 20• STREAM ~ ~ ~
~~r piSTURBAN ~ I , m ~ . 4' iMDTH 18" ~ ~ I ~ ~ r \ , , . . , , , 24
woo , . , ~ 4 , . JN S WI FIL ~ ~ ~ \ , . . . , , 0 r 1.22 . .THICKNE$ ~ ~1 \ /i / t5 QUI 22
. _ . F RLA NT fi'r'" / r / -1 ~ , r / /
o r. . r' / ~ ~ \ . , . BURIED TIME wAR W.12.R r CRIED VE WARNER
.w-- ~ ~ . . ~ . r~--~~,--~,., . ( r r i' ° \ ~ ~ r' / COLE ' INSTALL _ , ~•7 505 SQ P1' CLEAR, / ~ / . . I 196- ~ ~ r / S Bi_E(rvP.) M
PIS . o?+ . AND ALLOW TO ~ r / r r r' _ ~ rr,,/ r`,,, T l r ri r P ~?x / J ~ r 0 NE ~ R G ~ ...r.~.~ /r v / ~lJ
wo , .3s ttcp 8 I J .tom / r ~ ,d SAN 2y . . HEpOwAU. I I ~ / rr it \ a / , p m
I ~ ~ r , , INV.. 203,8 . ~ I TA 23 2 / ~/~i/ /r ~ /
pN ~ I G1 . r 0 f,-,/„r r f LlGE pRIi+~ARY(TYP.~ . . . . 105 REW5TER DR ~ , . I / ~ MH CB 'f~i' 225,12 Yp.)
-4 . ( /r SAN
ON a~ I A 5+2 ~ r r 5 / 24 OUT 21&04 I ~ / - ~ r 2+40 BR ST I ~ ,~'1 2 Q
, ~ I r /
04p~,iN c~ .,a- D NOT DIS'NR~ ~ ~ I .H cADWALL.. REPAIR / `l m / w ~ TBM TSM
~ ~ .,,...A ~ ~ [a AMAGE~ pUETO r / f a _ / 5 ~ RR SPIKE RR SPIKE IN PP @
~ ° ~ ~ CONSTRUCTION. ~NO ~ ,~/r r /w INT. OF ,r- '7 / Cp 'S / EpERATE PAYMENT.' 10 TEMP 1 r' , r 0 INT. OF a MORGANTON &
~ 1 r ~I EASEMENT ~ I l INGLESIC , y., / r / INGLESIDE
SAN MH / / f 111 INGLE5IDE D / EL. 228.1' . * ~ STA 23 55 ~ ( I I 61 EL. 228.14
~ r,..' . + O SM°1" n C . TEMP. 0 0 EA ~
. RAVEL / L ' , G ~ I/ 1 ~ 50 . TRUCTigN ~ l 1 ' 0t 50" 100'
CONS ~ f Rrchard D. 1 . ~ I ENTRANCE , ~ ~ 1 Thompson & wefe 0
r.- ~ , . ~ d'j ~ ETAI.~ Qr . / / / ~ Laura A. Thopmsan
WEBAND v SHED C~ ~ ~ f~ER ~ 107 INGLE5IDE DR p.~. ~1~`~5? P~• 0761 gELINERTNON•--'"°~ e ~ . ~ / / ~ ~ 9498-45--5737 oij#tj 0,
tIMiTS LIMITS ~ ~ f 62 -45-4727 ~ 3s N 2t~'at u.c. swlM~l 9498 FpR LEGEND SEE. SHEET 2 ? SEE SHEET 2 ii.~ err
A/~ -'7 ~ 21. ~ POOL 21 OF FqR NOTES SEE SHEET i`~ / /~r SEE SHEET 2 DETAIL SHEETS, V C)
S~' ~ ~ ~ I I 16+12 FF LT. 233.41 ~~a ~ I ti ? ~ I 75' FRONT 231.5 ~ ~ ~ 230 :1 9 S AL
E 103 IN LESIDE DR ~ 105' REAR 231.3 $ ti,1 y ~ 63 03 015
1
I ~ i 15+07 FF LT. 227.54 I 75' FRONT 224.4 17
MORGANTON ROAp ~ I 110' REAR 227.0 i
II ~1 225
•
225 _ _ ~ ISM.MA/(
. ~ 20
00

~ w,,,,.,,,,,,,~, Qj Cle) C) Wpm
E
2151 0
..~-.•~.-...+...~--FLT 0 W r ire
215 ..n! V. CY5 • =
. _ ui~
210 UL. (L

21a
.:«"G""r _ :.:;a-~
--o- 205
-
C
_ - - 200
zao
W
195

r.- i~ga
o
vap
AWL 4
185 °
1
SCALE J'!--57 HORI.
t 1 "=5' VERT.
185 BOOK NO.
~ o 180 SHEET
7 OF 30
23+00 24+00 25+00 26+00 27+00 28+00 21+00 22+00
2U 0~ 18a ~ 9 40 98+00 17+~~ 16+4fl
15+40 14+00

Drawn by Benjamin R. Lennon
Checked
~ 00-YEAR David E Vau hn,PE,PLS
Reviewed
W.S.R , 1280 SQ FT CLEAR, , . . . ~~ooo . J. REITZEL,PE,PLS Date
~9p INSTALL SS AND ALLOW ~L~1lATl4N.... ~ . ' . 1-10-07
~ • TO REGENERATE, . . W.7.C
y 'sal 5 'F~ 10' ROAD , , . . s.~.P ~ ~ ~ . t9 . WETLANDS , .
ti PSRSN IAL TR t1NIMF~RbV~~ . . J' N S SAM . ~ 9 ~ \ CROSSING 30 STRSAM . .SANH.,
~ . . \ DiSTURBANCS, iN5TALL . ° , . . . gPPROX: TOP ~OR ~ . . . ~ STA 1a 20 . . N
~ SAN MN _ ' \ RIP RAP 4 WIDTH 18 A 6+90 . c~,1'R~AM BANK ~ , ~ ~...~..e. . ~ . *~1
THICKNESS WITH FILTER • . \ FABRIC UNDERLAYMENT• ~fiANDING~ WATER ~ % ,
. . 3 { .i' W
. 3 1 . \ I 8 'OF OVER EN~ . ~ . +
. ~ cam" r . ~ © ~ , 1 q~-YEAS / -1~.
, ,EI.~~D .LINE ~ ~ ~ R / _ CL
. ~ ~ ~ z
~ r . \ ~ 1 ~ ~ y 0
. ( t I ~ . ~ . I 0
• L~ . I ~ , . . . ~R ~ . 01. ~ I , - W.a.R . . . . . f ~ ~ ( ' ~ - ~ ~ \ ~ SIFT FENCE . ° ~ P Z
a 1 5712 $Q FT CLEAR, ~ . Q\ . / ( ~ 0 C
. ~ . r.! I INSTALL S5 AND ALLOW • M . / 1 ~ 5 ~ ~ ~t l r
~ TO RI:GSNERATE. . . . . . ~ ~ ~ ~ ~ ~ .
. ~ ' f„ \ ~ . . SAN MI' STRIP TOPSOIL, STC f KPILE , ~ n \ \ \ ~q"~'+'3;$ D AMI;NDM~NTS ~ i JD ~ \ ~ \ .
. REPLACE I . TY ^ \ \ \ ~ ~ . AL=TER UT 1 15 ~ \
~10• R q UNIMPRO ED . ~4+ . . . ~ INSTALLED. PERMAI I zNTLY SEED AND MULCH ~ I "H \ \ \ . . W vA
„w , . . . . . . . ,STA 3:00 . . ~ . '.ANT P . . DOMINANT SPECIES 4 AME \ \ . ~s \ \ I
WETLAND' ~ •ANTI• SEEP . ~ ~ ~ ~ ~ r • C~0 LAR . . A5 EXISTING. ~ \ \ \ ~ . _
i DELINEA?1e.~N. 0 • , COLLAR ' ~ K . ~ . .SAN MH \ , x . : ~ • r . . W ~LiMITS a . ETLANDS . . ~ \ I O . ~ \ ~ . .WETLANDS SHALL BE
+ • . ~ STA a ao w ..!...,i . r \ I ~ ` .10 ROAD tJNIMI~ROVED' \ \ 1 RESTORED TO ~ \ 1 W W.
\ 1 ~ \ ; ` ~ , w.s.R ~ PRECQNSTRUCTION \
~ \ ~ \ \ \ ~ 2994 5Q I"T CLEAR ~ ~ ONTaURS AND SEEDED \ \ ` \ ~ . INSTALL SS AID ALLOW , WITH WETLAND SEED P F- W
/ / r / a \ ~ \ \ ~ , , ~ TO REGENERATE.. MIX7URE(SEE NWP 12 W
\ \ l \ * . REQUIREMENTS / \ \ ~ \ \ \ e, W
G~OUNDWATEf~' / \ wife Dranora Santana r . 'r' a \ ~ \ < L CL
0,8. 3204, Pg. 029$ . . ~ oo ~h THIS AREA . ~ S
9498-$3-6$38. ~'i ''i ,r-~ ~ (/N I W`.3.C • I - `r Wr` f LANDS SHALL BE F \ 1 \ ~ ~ r. \ t 1 r
. . 1 s~77 SC>? FT 10 ROAD pj RESTORED TO .1 Q RT , . .IINIMPROVr^D , J' ~ ~ . R ~Y PRECONSTRUCTION
' ~q~ \ . ~ CONTOURS AND SSEDED ~ ~ ~ w.a.R i. ~ ~ P
WITH WETLAND Sr~SD 7180 SQ FT CLEAR, . . . w \
. I° • : / MIXTUREtSEE NWP 12 ~y INSTALL SS'AND ~AL•kOW / ~ . .':REQUIREMENTS} G~ / /
TO REGENERATE.' . . . . ~ ~ ~ ~ 7fiNTl SEEP . ~ ~ ~ ~ m
AUDIBLE warER. •y • ~ ~ ~ . COL STA 1*60 Q ~ \ ~ ~
FLOWING « 2~0-~2 ~ ' \ 1~ OF •OV~RBUROEN . \ , ~ ~ ~
ANTI SSER ~ : ~ \ \ ~ . • / ~ \ WETLAND ~ r.,, ~ WETLANDS , ~ \ DELlNEATI ~ y
f , ~ COLLAR.STAO+10. f f \ w • ~ • ~ ~ GLEAR AND GRUB ~ . e / . , w ~ LIMITS - - ° . ~ /
' ~P~RM. \ EXIST NG H . . ~ , / PERMANENT EASEMENT. \ ~ ~ T
. . r• • • . ' GRAVEL ~ CLEAR QNLY THOSE TRSES \ ~ STA 0+Q0 . v • , ~~.~-',ter . . , . Gj • ~ . ~ ' CONSTR C QN NECESSARY FOR w RIM 191.31, , ~ • , • 156 S INGLESIDE OR \ . ~ / ~ ~
• .INV. OUT 180.06 • • ~ ~ ~ ENT CONSTRUCTION IN \ C~ ~ P
. ~ 1 ~ TEMPORARY EASEMENTS Q SHELF 180.93. ~ \ Q * `",.,;,...w- fDp 246.34 GROUND 198:9 • 2 ~ - _ 15*iiN 240.12 \ 0 ~k g
. ~ . t:.` ~ . r 1 * OUT 199 2 sp ir- E~ I . ; * ~,PP u'u ac
. i, ~ . " ~ . ' \ ' ~ ' ,r PST MI 200, 0+22 FF LT. 211,42 1 \ 4~
' ~ ABL ~Q! b, 0 ~"RONT 209.7 ' , \ ~ c~ 'REAR 208.7 . .i. ~ aoa *p~ 5~
1' l ~ r ~ a ~V ~ /9
. . ~ . I. I . 2 . % ~ / ~ 2 spray .I . . .rte: tit91' / \ ~
CORE ~ ~ . 1 / ! \ ~ .r .I ~ a T R TBM RR SPIKE IN B/C z
. MH FOR AN ( ( \ ~ o 1 MAIN A ~ • . „ ~ o`' D ON WEST SIDE OF
/ z TEMPORARY INS LL SS ~ ~ ~ ~ , ~ / 1 / SANDBAG (TYP.} iP \ ~ INGLESIDE INT. W! BIBB CT A R j~00,~
, ~ . N CT ~ r C4 BOAT. . ~ . `'.~q / i 205.44 1 . \ E EL. 229.40 ..%"a~ ~
..i.. ~r ~ r 15 5r oa •
1 I I a r / . ~ / f ~ ~cp AISLE 50' 0` 50• 100 S E L
~ ~ r 4 o ~ / t~ w • 031 ,
~ i ~ D ~OGK / ~ " ~ ~ / ~ 11 IEElf ~ STEM / ~ - ~ it 11
AND REFLE ICE . Si`F1 ~ / ~ ~ ~ FOR LEGEND SEE SHEET 2 IEET 2 s~ . /NE
T l ~ l ~J SHEE 26 / ~ 0 i, / y / ~ ~ FOR NOTES SEE SHEET 2 & DETAIL p` :ET 2 & DETAIL SHEETS.
~ f / /
t r
i
l I a0a 200 > r
<
t N *.a 00
O ~c
I i 1 Lo C>
k 195 195 C13 X OF)
O 0
Ism
94.0 mvL
19a 190 LL Q: a.
E
l
T T
185 ® f'{1 ~ ~f i ~ i F 1 185
f
0
l
1$a , . f 180
i ' o
EXIS
RIM 1
INV 8 STRU '
175 INV 1 175
INV 1 "
IMMENI

Ira ~ 170
E ~ '
1E3i5 165
i i
i
i BOOK NO.
16a __~M_____~__
+ ~ + t + + + o ao ~ 00 2 00 ~ as ~ ao 5 ao s o0 7+00 8+00 9+00 10+00 11+pp 12+00 13+00 14+00 is+
oo 160 SHEET 6 OF 30

r r..»...,.,~ Ascot Dr t - ` _ _ I Drawn by
pr , / 8~ rDr Deetwood re Dr , t~ r Godfi Y ~ FAMILY LODGE APART D N TE RP v T MENTS v v NTE RI A ESTREETWfrH EG?UIPMENTtVEHICLES. MAINTA{NACCESSAT Benjamin R. Lennon
/ D ~ 8 a ~ Paxton r ~ PRIVATE STREETS i~ _ ALL TIMES FDR RESIDENTS AND EMERGENCY 278 CRABAPPLE CIR ~ ~ _ SERWICES, FIRE DEPT., ETC, Checked David E Vaughn,PE,PLS
~ 41 ~ p A'~ o m u. ~ BriagamanDr i x 252 r i 14 I 268 CRABAPPLE CIR LIMITS OF CONSTRUCTION Reviewed
, f ~ ~ ARE STREET R{GN7=OF-WAYS ~ „ 4 CHAIN J. REITZEL,PE,PLS
~ ~ f ps ' _ AND EASEMENTS i INK FENGE 229 I Date 1-10-07
~ 4 SAN MH I ~ STA fi+7 ~ ~ I 1 ~ I L?
satatecx °i~rbrook ~ _ „ a wM 24 ~ yy ~ t~l"~ !
io Cl pr 1 13 1 ~ ~ ~ + D ~ ~ r ! I Q----~ _ ~ r,~
i State 2~3 r.. _ _ - 't ~~,jl 7544 7542 !'?4,•.,~„ - , ~ 1 V ~ I t yp „nn ! 1 I r' t 7540 t
i ~ Dr I SAN MH 11 ! r..,r„ ~ 1
D ~ ~ t I o t ~ SAN M dr ~ A 8 244 ~ I 310 CRAG PPLE C 227 A 40 = 7538. 1 ~ ..,~I ~ ~ t ~ ~ ~ $
Z 'N ~ 243 ~ Ct 9' ~ 12 I 2 t 7536 7532 ? ,o'~ T-6" S ~ t t i ~ I ~ ~
mane or ~ 1 / y Q ~ 43 - - i ~ ~ ~ Kt~ ~ 1 "-.--i r 7534 6tf,/~N M i ~ ~ ? W^ W
r rn s 1 cr H t ~ ~ SAN MM 7 t.B2 I 348' » ` r1 ~ S5 ST 4+q5 Cf)
~ r A' 240 ~ x I a ~ 11 ~ _ I I ~ i ~ SAN MH ~ ~ d ~
f A~ c~ I a I , ~ ~ ! 4 CRA APPLE CIR I I STA 0+ ~ ~ 225 ^ ~ ~ ? ~ M ~ I u 1 8 r
~ f 3 226 , ~ s ? ~ I H C.L W f
1 ~ f q Grist ill I I 15 I t i yr. ~ ~ ~ N MH 369 CRABAPPLE CIR ~ ~ ~ 7541 r 8 5TA 6+ z U'3
f f ~l? ~ 236 ~ 324 CRA PPL I ~ 1 I EC ~ 'bonnie Mo f 7539 ~ 7529 ~ i t 0 Z
~ Sel! ~ a r98nton 235 ~ Rom Q 10 ~ ~ ~ ,1 ~ x ~ 'R 44 I 16 ~ ! 7537 t / r
~ ~ ~ ~ iM ~ f I ~ r - - _ i i I y. t 21 / 223 arc.' I 18 TA $+15 7533 ~ ~ .
} ~a~ Q ~ ~ 1 I r ~ 535 / ~ 4 0~ ~ ~ 224 rT 20 I ~ 19 -'f C1.K Oz
C~ ~ t a ~ ~ I r I ~ Q tV ~ t 232 i t U~Yx~ r~ i n ~ D S/~ F~. ~ ~ 14 ' 7 yr, ~w f '^~{p~' yrr P^' ~Ye ~ r yU W 00
----8 WM ~ ~ 9 I + F.,. i I ~ -s~~ 1 ~ '~r*w nur r ~ _ ~ _ _ _ _ _ _ w _ _ _ _
~t r 1 w I .~tw ~ I I r C~ C Z UJO
~ t t ~ I C CH BASIN I i ' ! !
\ ~ ~ ~ 338 CRAB PlE CI n ! ~ ~ I 221 ~ ! i I PROTECTION 5 t _ _
~ s f 22s \ ~ H I I \ nm ' STA 3+4 $ I H FLOW siL I 22z , wi M •r+ w~ K I I 12 7 0 ~ 7 ~ 6 ! 5 271.4s 0 { i .259.16 J
K~ \ ~ndgeOr i m ~ ~ CA"~CH BASIN ~ ~ ~'3 j 13 ! i 1 ! ~ s , ! 24 C APPLE CIR ~ - ! I ! ! I i I----- - - t t 1 p 7530 7528 ~ i l 38 7532 !
yt, ' 4g 223 ~ r - INL ~o i ~ t PR TECTION W! D4 I 7534 SF3~D 7536 DO NOT ENTER PRIVATE STREET WITH I 6 s, ~ I i SERVED I ,.+P°
D p BtTi i I HI H FLOW SILT EQ~ I + 224 GK P A I I EQUIPMENTNEHiCLES. MAINTAIN ACCESS AT i I '''"`~~--A GR I I ! ! I H I
Wadswarth + f ~ (n } LI Waxttaw ~ _ _ SE! ALL TIMES FOR RESIDENTS AND EMERGENCY ' ! SERVICES, FIRE DEPT., ETC, 219 - _ w ~ ~ ~ W
rr 1 1 i A H ~8~ ~ - "W~ _ w
r r I~ rr I 348 CRABA E CIR I ~ r ~ _ q+qq SAN M ....a r ma p- W
i I 219 rj ~ + t ~ 46 rr / I ti 362 RAdA PLE CIR i _ 'SAN a STA3 0 2 CRA APPLE CIR w ! ~ TA 9 SAN M EX. SS H
r r t~ . I 220 - - r I I i ~ ~ I ~ S I SAN H STA 9+481 SERVED RIM 271 17
r ~ ~ r - i?1 ~ ~ ~ - 7 218 MH STA 6+65 t n S A 4+3 7 7541 ! 257 5 ! !
t ? I r l I r t - I N ! I I 7525 i r~ 217 w-- ~ ! I 7527 { 7525 = 74 I ~
r I , r~ t - _ - _ ~ 215 Ir ~ r Iii ~ II t ~I 1 u ~ 2 1 ~ „r, ~ 11 7531 7529 _ _ ° - _ i I ~ 7533 - ~ _ _ I - -~---ti._ _ 7535 10 8 i 7 I 7 t ~6
~ ~ 47 t r , I t l t I.,~, rr ~ 1 t i l I sl?, ? 12 SOUR
SAN MN I ~ I '~~-a••~.,, I I i w I) + I o ~ t 4 ~ ~ STA 8~ fi r 7 H~~r ~ + CLI F +wl.r ..i, aw. q ~,l~ ~ wr. orr ! t~ / _ _ _ _ ' .w „„e r.. r .r .re wry .r. I ! ar yyN+~ ~r ar. rr wr ~ / ? V t I yir / f F~ w RS
= +06 Pace. ~ ~ 57$ 1 3 N i U 2 i t t 5 6r 1 I~ ~ S 2 ! ~ ? I 2 LOVINGTO DR 0
t I 7574 1 1 I ~ SAN H .9 L ~i I ~ 7566 8 r ~ 7570 i 48 ` a / SAN ® I 4 W T _ _ _ _ ~ 7566 c1 47 / / (5.4' RT} ? I ! _ _ - - - - - -
5TA 7 ~i ~ + 6 1 ~ i SAN MH I 7562. 7558 ! I t ! ~ t t
~ 5+ ~ ~ ~ 7554 / / ' 216 t ~ 46 ~ 1 I
~ ~ ~ 1 ~ / ! I 215 ~ 45 ! / ~ q ~
f 1 i 76 1 1 ~ r 44
1 { r ~ A6 ` ~ i t t -S" W _ ~
7581 1 ~ I~ , , '8"SS j 56 1 7579 ~ ~ ~ ~ ~ ~ 5 5' M " t ~ ~ ~ r
Ir.,~ 55 ~*•,~,r, 577 f 7575 ~ GAS ` STA +95- SAN MH ~ P ~ ' VALVE T 2 ! ~ q+
,M„ ~r / ` / I / ~ I r 54 52~ ~ 7 3 ~ ! A 9 ! ~ 8'» ~ 40 !
I 5i ~ 7569 ~ ~ I 5 7565 r, 3 ~ ~..6' CHAN I I I 7534 I 7565 ! ~ , ® ~ 212 t ARGROVE CT. 7561 ~ GAS
a' S0 LEGEND ` I ~ + ~ 49 \ I VALV 43 49 ~ 211 ~ SHEET 24 OF 3Q
J C, frfiaheal dt wife ~ Lau ! y MH ~ wood 4 - ~ J ! ~ ENN ..w,..,.,~ INGS 1 2os SAN M
0.6. 7169, q~"`, 919@ A 8*19 ~"~E ? TEMPORARY HARDWARE CLOTH NOTES: 9498--47-3138 ET \ 29 OF 30
ANDGRAVEL INLET PROTECI'!ON - _ - - 1. SEE TWi5 SHEET FOR POLLU7iON , '`a ~ / ~ 10' UiOily Easem,nt ° ~ `fir ® ~ 7539 I 42 ® 1
CONTROLNOTES ~ INSTALL TEMPORARY HIGH FLOW CLEAR AND GRUB PERMANENT ~ ? f ~ SA H ~LTj / 41 7535 ? .d..~.,, ....K. a...,......y a. ~ 50 ~ 207 d6 ~ /
C SILT SACK IN EX151iNG BASIN. PLACE 2. TOTAL DISTURBED ACREAGE: 8.71 EASEMENT. GLEAR ONLY ,"C ~ ~ I ~ 1 `~c 2 ~ ~ / z
U GRAVEL WRAPPED IN IMRE MESH THOSE TREES NECESSARY FOR f ~ 128 I I AROUND PERIMETER OF BASIN 8" CONSTRUGTION IN TEMPORARY ~ ~ 75 „ 3. TOTAL AREA TO BE VEGETATIVELY 5.5.i INTERMITTENT ~ ~a+cN ` ~ 7565 129 7554 ~ r ` ` 38 `y y. ~ ~ ~ / ...4.. ! 12 ~ / Woo##,,
HEIGHT X 12 WIDTH. TYPICAL STABILIZED:1.37 AG, STREAM CROSSING 20' EASEMENTS (1YP.} ~ st+~c ~ SAN M 1 1 ~ ,I~VGLESIDE DRIVE ~ 203 ING 5 0 ~ ~ C .0
STREAM DISTURBANCE ' 1 I S ti~ EMP. G L 4. CONTRACTOR SHALL PROVIDE PERMANENT INSTALL RIP RAP 4 WIDTH And M. Gun i ha ~ ` „ ~ + q ~ ONSTRU ION IMP. G ~ L t 51 ~ a - - - )NSTRU ION ~ ' 204 ? «r.
GROUNgCOVER FOR ALL DISTURBED AREAS 18 THICKNESS WITH q.6. 44, P~, i ~ I~ TEMPORARY GRAVEL WITHIN 15 WORKING DAYS OR 90 CALENDER FILTER FABRIC 949 -47- ~ I ~ ENTRAN ~ iTRAN ~ / ~ ! Ci[' 4
CONSTRUCTION ENTRANCE Andre .I' ~ ii \ ' DAYS (WHICH EVER IS SHORTER} FOLLOWING UNDERLAYMENT Y Court 6 ' ' t~~ w aR ~ I rrar w s wiw ar ~r ~ rr wa rrr rw .w ~ ! S ~ , STA 2+85 L SAN N 3. ' R I SA INH SE a n 1 15
COMPLEI'IQN OF CONSTRUGTION OR Jer! S. Hannah do wife /W il~ An ela L. Hannah ~ _ t ~ uuu 1 , " DEVELOPMENT, 9 d 8 A+ 4 7530 ` A 8+Z O e ~ ~ n ~+a.~ ST g i 3 7534 I $ 5S ~ 33 ~ ! e a
A.B. 4930 Pg. 0827 9498-48-3865 d ~ 7 ~ - 202 ! t ~ om _ l ` 3S 7538 ! ~ x rn t nd Gou ~ «°J O w m m w~
r / /1 J I! ~..J ~ t' STREAM CROSSING Fradnrick N, Lawarica 8t \ 601 B / J~ 1 'L ~ ~ ~ c, .,.,,.,en, & ~ I i ! ' ~ 36 ~ I
\ \ ~ / 12 5.4.1 Maria J, gwariaa n3 D.B. 3818, P .6659 I \ 10 l y i 32 f ~ ~ 7526
INTERMITTENT STREAM g I ~ ' 7557 9498-48-2767 ~ / , CROSSING 2a srREAM C~ ~ t ~ w ' ~ J ~ ~
7605 I y+ ~ i DISTURBANCE INSTALL Rip ~ / i ~ : 1 i Jaelr and " ~ RAP 4 WIDTH 18 THICKNESS ~ \ ~ ~ i 6..71 1 P .059 126 t ~ ~ I W
~ SANDBAG \ ..{d , l I B 2~ g WITH FILTER FABRIC r ~ ~ r \ ~ \ d1'' ~ ~ 9498-48-4845, ~ / ~ d ~ 7555 151 ~ n 1 gg 7555 ~ / t ~ ! i
UNDERLAYMENT /~r ~ 108 j1i \ \ ~ ~ } ~ ~ i ~ Cad / ..a..........».. \ ~ \ . t ~ N MH f t... ~ , ~ J 7°" ~ STA 3 95 = I C:
d oto wlaE \ ~ ~t Gr ~ \ r 111 \4r,, Q wood Posy d ~ ~ 28+88 i ~ ~ ~ ! ~ i ~ 7522 L r
P RARY SILT FEN E s~, r . ~ ~ TEM O C 140 ® \ \'~r H r ? _ d ~ ~ \ SAN M \ I r,~,'~/,', I ~ i 31 t l ~ 7539 I I
STA 4+0$ = ! i Ohn Niald I 1 6 . / 78, P .682$ ~ / , ~ \ \ • +10(10 L'~ rl 9 / -48-3791 .w, ~ 7 7 ~ ® I ~ n ~ 52 rw„ ~ 150 N H 27 7535 28 7531 I ~ / ! 00 -W 0
136 . \ ` , . / , 125 ~ 1 \ ~ t (i 124 75a4 r 125 ~ ST +95 I / r 25 26 29 7523
13.R ` ~d \ ` ..f. ~ t r ~ r r ~ ~ ~ , 'f , ~ I 7556 TEMP. G V BLOOMI 1. SDA IP.G V t r«...........,..,...~......,~ ,r.~,.... 30 0 r. C e) ~ 4. W C) 4. _ LC)
,s 38 S FT L ~ ~ ~ Q Ef~R, d ~ r r r) 1 / \ ~ / ~ C RC IN ALLS AND d\ 1 / y l ao t d ~ ~ r 7 y ~ ~ ENTRA E R c ~ / SHEET 2Q F 147 ~ ~ I RA E / ~
ALL T 70 DI , r`i l r l SAN M~ O ~ r 53 t t ~ ~ ~ ~''a. - _ ---._--I_ ~ CO x CF)
11+ ~ ~ ~ ~ d ~ ~ ~ ~ ~ , 5 d f r, X30 r ~ ,i ~ ~ SAN ,3 ~ _ _ I ~ _ _
~ 113 d r ti~ ' 4 146 ® ! ~ ? t r~r r I ~ r, ~ I I
~ ~ - I ~ trl + s A " r t 24 ww«~rrar werowr~,. ~~a- I /i t ~ 23 I `v,
8" H 2p L 22 r 21 20 19 ~ ~ ~ ' i STA 2+ t I ~ ` i
P, , ti I r '.~`.'S 1 4 ~ ~1,, r, ~ b . , .1.~ r *n ~ 128 , ..1.1 I 123 1 I t 7 4~ 753 I 7522 i ~ 538 753 4 7526 .-LL CL 0.
~ . ~ f ~ ..1• r HARDWA ~ ~ ~ ~ ~ ~ ~ ' n~ir ! 7551 CLOTH AND ~ SFORMEf~O • "i ~ ~ 1 H ~ ~
v P , ~ ~ - I ~ I~ ~ TA 4+p5 5 R I ` I
~ ~ gyp, ° ~ m+~ • • • r , Jl + r , t PRtJiECTI N(Cl~p) Donato Derion & wife ~ ~ ,1•~ EL, ! C + , + r t 1 / r Consuelo M. Denon ~ ~ ,,,,J l ' BUS r ~ t i + i,~ W~HIGH F QW t ~ 1 g 1 LIMITS OF CONSTRUCr1ON a ~ 7518 ` ,,.,..,ARE STREET RIGHT OF•WAYS
J S + iii • f• + ~ 1 1555 D.B. 2869, Pg. 00$5 , ~ r , V t ~P 54 I ~ 0 - ~ °A 54 ~ ~ I AND EASEMENTS i
9498-46-1577 ~ y ~ a! ! ~ .~J~ + 127 O 143 143 ~ ~ W
+ lilt r i ~ ° ~ € ~ o ~ lnr ~ ! '1~ ~ r ^J MN ~ SAN1uIR~- sT +sa ~ STA 7 25 5'RT) ?
Rand L nn Kent sm le ~ j r ~ / t I D.B. 3135, P , 0168 , / ~ + I 1 z ro ar+e f ,'f ~ / 0
_ _g ~ ~ TRAP. GRA 1 - _ 9498 46 1475 ~ r ~cONSTRUC~ ~ / ~ _ - ? ~ 142 I i r
1 ~ NTRANC ~ r r ' ~ 7602 ~ I ~ 1 ~ / / r I ! ! ' I 1` 117 I . it t i ~ I ~ 7519 7539 13 7 5 ~ ~ \ I 53 14 75 05\111 ox
r ~ a ` i r , ~ >I 76QS ~ r ttr ! ~ 11 ~ I r ,t i A. 12 7527 i ! i I _ _ ~ 17
E ` e r o t rttt` ~ ® r 9 1 r! l t ~1(~ \ I ! r f / i I~ 9 p+. ~ ~ i Y r 1523 138 ~
~ 1 ! , SAN ! 1 ~ I 1 I / ~ t ! t t r STA~t / ~ , i ~ ~ / 1 ° ~ ~ ti I l l r 1 S ~ I---~ ET 1 9 1s r 30 E I
~ -7+47 ' ~ / / ~ / I ~ 1 1 ~ / / SAN H 3' R ? ~ 10 ~ STA +84 ~ - _ - - - _ _ ~ XOP
I ~ \ r ~ ~ ' ` 135 56 ~ _ _ m..w,., r ~ _ - _ ~jJ 135 - _ p~RY
I ~ 7 + l y~ r ~ ~ r ~ 7601 I ~ 1 ~V /'1 v 1 , ~ { +r1 i'f~ 1 ~ ~ pry Q ~ 5ERVICE .r
k t!r I ~ ~ Q" r I ~ 1iI ! ~l1+1 ~ ~ l ~ 1~ ~ ! ~ ! ~ ~ rA, °I n~rt 11 0 ~ I M p TYP ~ ~ 1 ~ ~ CATCH BA51N I ~ INLET s
I 1 ~ I c~_ \ ~ ~ „ t , 1 ~ ~ i l , ~ , ~ ~ ~ ~ w 134 ~ W ~ 9 ~ PROTECTION WI
1 ~ a•t t~~ N~ V I Cl t f ~ 1 J / ~ t 1 I r f r 1~ SAN MH ~I HIGH FLOWSILT
r ~ T ~ 1 ~ (f r ~ S A 9 3 UPI i i ` t` 4 1 1! ~ e N H I t ~ V) r ~ ~ , ~1`uR r ~ q ® ~ ~ 131 UPI ~ - W 131 i
1 ~ ~ I I~ 1 1 1 t t e ,J ~ 8
i 1, ~ ~ 1 , I r o so5 ` t t l ~ ~ ` BURT fiME ~ -~r~ ~ r \ ~ yC~._.. \ ~ \ r 1 ~ ~ ~ ` ~ \ ~ t 19 NER ~ I 130 I All MATERUIL FOR SEWER ,g MAINS IS SDR 26 PVC UNLE5$
- _ STA 2 +30 OTHERWISE INDICATED AS DI i (DUCTILE IRON)
j 5~ i
k \ ~ I I i 1 1 , PP N ~ ~ ~ \ / 1 I I r ! ~ ~ ( 127 ~ ) 1 c~4°' o I ~ 1 ~ to 127 ~ ~ ~ -UGE RIMr~tY(TYP.)
r~l~ ~ II N ~ ~ ~ 11 } , ~ 1? ~ 111 r1 r \ \ ~ tlo ! 1zs i 7
E ~ rr~ll+r ~ \ ~ i rr 1,111 r 1 r ~ ® ~ . ~ ~ 120 ~ i ~
~ ~ J,rl I i ~ \ ~ 1 , ' I ' ~ ~ - 100 0 1 ~ Oo goo goo 59 It
N / ri,~ii, ~ i \ ` r I t 123 ~ , ~ ~ 123 I' N
! ~ 0 I ~ t , 'y~+os \ ~ ~ ~ i2 e / , ~ ~ r / bEUNFAT10N I ~ i 22 ~ ~ 6 BOOK NO.
~ i t f /uti+NS a Nrvz~re 106 ri ! ~ n ,A ~ ~ ~ MH ~ - g +r ~ r f r i ~ -i / ~R. \ ~ ~ + ~ ~ ~ - - - 1 ~ ~ I nom, t p Gra hoc Scale 1-100
~ \ T 2 95 1 ! r ~ 1 7 ~ ~ SAN H SAN H 2.8 SHEET
I I I G, r ~ STA1 wennNOS 111 1 1 / 1(( ~ ~ 1 ~ I I 119 STA 1 +90 ~i,i ~ ~ i 119 ~ 5 i OF 30
lilt If` ~lr ~ ~ w ~ ~ s0 I, ~ I I! r i~ 1 ~ 60 ~ ~ 118
4

F A..^a....i, . \ . , t-:.. , i ~ , 1V ~ 118 5
ae~wiDr tx p~woodlk \ , • I C CH BASIN Drawn by Een'amin R. Lennon
~ ~ pazMnDt ~ ~ c c a \ , . . r ` t PRC~TECTIO W! UGE 5ECQNRARY Checked
a ~ ; ~ \ ..J.\~. t.~.l .t.. ~ ~ ~ e H{ HFLOWSILT . ',~L... r 1 4 ~ SERVICE \ . , a.. Q~~ ~ .1 . , ~ CK(TYP} lYP David E Vaughn,PE,PLS
And,dtf+pY 1....\..~... x } \ i ......,.i a STA27 1 , t , t 114 MH 6.2 ~ { Reviewed
~ sa~evr a ~ r ~ l r 1 ~t`t I r t S ~ 25 \ I 1 ,1~ r J. REITZEL,PE,PLS Date
t . ~W,EJlA~d5, t t ~ t ~I r 61 - - - . , ...l. \ ' ' ~ ~\t ~ 6625 KEEL QR 01-10-07
SiTE ~ ~ .r.... ..1` \ ~ ~R~ ~R .i. ,t Ott , I a,. LtIR. I > . , , i .....,..F, ~ d
4 ~ q ~ a ~ ~It 1 J o ,t t r 3 Do uo t~ Amerean / \ t ~ t , ~ SME , . I. 4 ttt , _ 1 .8. 7 1 , P .0231 / ~
~ ~ m m ~ ~ . v , ..tnl >tttt ~ I 10 650 , / 1 t v t ~ , 103
~ ~ \ ~ ~ ~ ~ 1 I .I. I . r. e r r I(r tt I+ ~ 2 / 7 `t; t t ~ r , r I ~ tt tt I + I STA 4+48 LIMITS OF CONSTRUCTION N
LEGEND Ke ~ ? 1 1 ~ , ~ ~ t! ~ lttl ~ 1 3o ARE STREET RiGH'~ qF--WAYS Richard D. thorn san do ~ r r i/ , I l l 62 t r r' ~ t I .r. tt\ ~ ~ 107 ~ ~ ~ + r' / 1 I e Bruce E. ~ wide / AND EASEMENTS wife L,oura the ~ c . , ~ 1 h t
K a TEMP RARY HARDWARE CL TH NOTES; I ~ ~ ~ i ? + ~ ~ ~I~attet~? D. YYhiteaide / - D.B. 8728, P .0761 t, l t l I 1d t , ~ ~ ~ ~ w • I I , 1tt , „ 9498»-45- 737 t v i t + I r fat ~ I ~ i + ` t~\ t t 106 .8. 51 0, p .0787 DI s> F -
0 0 AND GRAVEL INLET PROTEGTrON I , 1 • • ~ I , i , t ~ 9496L45- 52$ ~ DP. 9498-45 7 t ~ \ ~ t I -47 2 1\ f t l / ~ 4 / J j~ J ) I I I I ~ I t\ 2 I 101 / z W
1. SEE THIS SHEET` FOR POLLUTiaN r c ~ CONTROL NOTES 5.;3.I / i ~ , t,1 I ,l l I I J I t\r i . ~ / I' , o~ \ 63 27 , / IN fERM1TTENT STREAM ~,la. ~ I t t ` \ \ \ \ ` ~ ! ~ ` ~ M I - ' - /SILT FEND / ~ • ` W
INSTALL TEMPORARY HiGH FLOW ~ mor SILT SACK IN E3(iSTING BASIN. PLACE CFOSSING 20' STREAM I I 11 ~ ` \ ` ~ \ ~ I ' I~ t , „ I 1 ~ ' / .y / , , t ~ ua .;.,t t 139-8 DHSS p, N MH , r* 1 , , I ~ . ~ ~ ! ~ ~ 103 to } ObaTURBANCE, INSTALL (i r , I , ~ , ` ~ ~ ~ ~ ~ ~ 104 I ~ \ t Q
~ Z. TOTAL DISTURBED ACREAGE; 8,7'1 c i...I GRAVEL WRAPPED {N WIRE MESH ~ ~ ~ ~ , „ t ' I .l( I \ w \ ~ ~ ~ ,XUV M ~ R e t A~A 3'!'4 / ~ Q2 / RII RAP 41MOTH 18 ~ `-'rt ~ r ~ ~ I I + ~ t ~ ~ ~ , ~ ~ , I ...,.a. I 1 ~ ~ ` '„*R. r STA 1 05 ~ O+ r t 100 ~r, Q? ~
,rm~°' ~ ~ AROUND PERIMETER aF BASIN 6" Qua HEIGHT X 12"WIDTH. TYPICAL 3. TOTAL AREA TO 8E VEGETATIVELY ~ BTABILizED.1.37AC. TFIiGKNi:S5 WITH FILTER~» -*°.R ''`t" r- - t \ ~ ` ~ ~ /~`c ~ FABRICUNDERLAYMENT i (..~,I(r- ~ M ~FtAVE, 1 ~ 1\. _ SPA~~ 0. -W
J y.~ "~1 r .raR
~ 4. CaNTRACTOR SHALL PROVIDE PERMANENT GROUNDGOVER FOR ALL DISTURBED AREAS z
~ ~ TEMPORARY GRAVEL WITHIN 15 WORKING DAY5 OR 90 CALENDER m CONSTRUCTION ENTRANCE ~ DAY5 (WHICH EVER IS SHORTER} FOLLaaaING Tt' A +1 I ~ r ~ ` ` + ? r e `r t ~ , - Jonioe M, t r " r S ~ ' D,B, 4314, Pg, 95 0 ~Z
SiTE ~ . C PLETI N F CON T LIMITS O i ~ OM a 4 S RUCTION OR SAN MH 7 r &8L ~ ! 2t ~"•y , > I MH / 9496-45- LiMITS OF CONSTRUCTION + ~ C STA 2 18 ~ Z
} DEVELOPMENT. ARE STR ~ k' AND EAS s ~ ARESTREETRiGHT-OF-WAYS I ~ ! '7 r ~ J i.'....: a ~ ~5.g - ~.,~,J ~ ! ! r / / > > ~ ! PH57A7,69(4:M6URY} - HAR AND EASEMENTS ~ I/ ( (.'I ~.,,v~ . wxrrTAaatNa ~a.,r,,. sa t n~•~,._.-> l sLE~A~s~vALV~w CL
~ r 1 + r ` ~ ° _.---~'w..__~ ~ _ CLOTH AND ®mL ~.eL.~s,.~o e 1 !r it .,.....4.4.8. ~ ..~~e r , , ' ` `1''~ar m i ~ 'h,,. INSTALL 0 z ,..j
4a w q, mgt STREAM CROSSING 1/Q87QI$1M ~ r r~r r ~ ~ ~ • •W.12.R.... \ D asap t 4~~~ W 00
f 1 I ...8055Q•FT CL)t;i4Fi • N MH , i IRaN + F STA 14+1Q l , l i I ~ r r~ + I { H1 / _ . , ~ . INSTALL S5 GNU, 1 I , --_~FL E . 75 z(.) UaW
f / /i//~ , , 0+00 I r TA 4+14 ~ ~ 26 \ ` \ ` Q' _ ~ ALLOW TO..... I ~ t 5.5 UR a i ~ . + 102 =1+ ? t t , /,r, ..REGENF,.RA t ~ ~ + ames Rowland Pickett Z WO ~,,,r,
N,T,S, SAND BAG ! II 1 \ \ / / ~ ~ / N M , I I t wife Jessie Moe Pickett 101 / i / t I t ~ !
/ <(r / / , S A19. 7 . . . I I I I I t 0 1 1, 90624 ""'w,.. '~i . r ~ i/ II 1 t 9496-45-7316 \ ` \ 1 I 1 1 Is to inc. ~ w~. ,y ~ / t W Z W W p
i j _ _ _ / r , iY/ ~ I I I 1 oaf tM \ IRON . ~.r- / / t s..., area 4` / 7 „1 r / , . OMS•TRUCTION• ~ i t 0AC n`
t TEMPORARY SILT FENCE \ 11 rs fr / / ..'.I.'.i~.....,. , I t taot(nq r 'f"""e.,,,,,,rw., ~ \ \ 131 , SANMH14.5'I. _ i ~ 7 \ ~ r . . I t t t t "1 \ \ t 105 STA 7+07 fit„ ~ !fir c~ 1(el~. lAe N t , , ~ SAN M 0.6 L1
\ ~~y,,.....-. r......'. . ' q IQ.B. 314, 1 , t t 133 \ \ M.,...,, STA9+ SAN M 00 L awre.r
\ ~ , . t . f 1001 , r «er ~ ,r' I ~ r z.. J ~,,J/ r t r ~ 8. ker,\J \ M 0" L ? 128 I ` 129 rw„v W ~"ft"ftftr 6606 +`~`a
._,a' , f ~ ( r.... ~ s D. 6317, . 0 66 a ~ , , I \1.11. , ~ ~ , / ~ 95 t'' 12 ` o / r . , ~ 496 -9356 ® I / i t 1 ,1 v~ 1 , ~ ~ 6610 12 L
r M 1 I C 10° m s~ rs ~ _ 661 + 1 126 ~ (j CL
S.2.1 • SAN BAH • I ~ r ~ > r ~ ~ + ~ 0 ..l , , . ~~.•~v--,., • •S A17+75 , I I I r I e ~ i ~ i , r 24 ~ s . 130 r 6602
INTERMITTENT S71 CROSSING 30' STF fERMITtENT STREAM.. a r~, i ~ ~ r 1 F~.. ~ .S..': %.'/1' ~ / / iitY5 ff . Yt8.16" \ 1 ,OSSlNG 30 STREAM , .1. . , . , . ~ MH 3.2 R r f
DISTURBANCE, iN; , , . I 1 r s no'>+tu~ ms 1Q4 \ 1~ \ T 55 =0»05 a"t'URBANCE,tNSTA1.l• ~~~,p?..............'I'... p 110 ~,r
RIP RAP A' ValDTH.' THICKNESS aViTH.I ~ RAP 4' WOTH.1,$".'.. . ' , ~ . i D41N~ATiON 1 r'J~5~ ` 134 ti, IICKNESS UVITH.FILTER, . . I 1 y ~ I ~ f LL n
t FABRIC UNDERLAI t BRIC UNDER E ' ' , ' , r LAYIN NT... i ~ _
W.10.R 6173 SQ FT CLEAT \ ` 173SQFTCLE~1f'~,........'~.'........ . . . . .'.'I,'." ~ ~
INSTALL SSAND / 7O REGENERATE' I ~ ~ ~ a - / ISTALL SS AND ACL'QW / q REGENERATE`.'.. I I i'_` 114 ~ 661a ~ / f i .M
t PQLLUTtt?N PREVENTION wt~ ~ / I . , J 1 .l . . I ' ~ .wr «r +u rr rr ~ it ~w «Ir «r ~ ww s ~y \ t ~5 qtr, W.1'1.C I r ~ h , , , 661,
215Q SQ F."f . t .t~ . \ y ® I ~ M 5.2 R r ' 6622 136 09 ~.M~f.... r. ! r i ~ S A + 0 r(t 6634 662 r ' / ~ 110 6607 110 6607 + f a r
F 1. Equipment ufilized during the construction activity an a site must be operated and maintained in a manner as to prevent the potential or actual pallu4on of the surface or ground •UNM ro'.Ftoao•.......... -j.~.r.'.~.'.',' • .`s~M~.'...'. / f r, 13 ~ / 'UNIMPROVED.... ° r~. • STA.1 +45•~~~ I W 23 ~a t 111
viraa#ers. Fuels, iubncanfs, cx>nlants, and h draulic fluids, or an other troleum roducts, shall not be discharged on the round or into surface waters. S ant fluids shall be dis ed Y Y pe p g p p~ ar rou and in accordance with a icable and federal di i r ulattans. An s Iliad fluids shall be cleaned u to the of in a manner sa as not to enterthe waters, surface g nd, PFI e9 Y p p . ftAft "-ft 108 'wow
li air en irtto the orate surface or round storm sewers or drains an rivets or ublic Efate ro .The extent practicable and disposed of in a manner sa as not to a aw th try rs, g p p ( ) p psttY .'.'.'.'.'.'.'.'.',~.'.'.'.'.'....6, , Jr.' . / ! I e ~ r! , ~ / 6615 I ~ H / ..................~.'...itr.. I ~ / ..~,..r / IiI 1 11a / / *ftb r «r. J
i to rovide rime and seconda aantainment s stem for fluid sto a fueiin and servian ui ment. Contractor is raga red p p ry ry y ray , g g eq p ...w~, . ~ wE~aN~s . , ! I i ~ ~ ~
h Subcontractors and material su liars are rahibited from discha in an waste roducts from concrete trucks to include wash dawn water or from canasta ~ ~ ~ 2. The Contractor, is pp p rg g Y p . .....r / i .....,4' / I aowe - 661 ~ , . ii'.• . / I I \ ? ~ 107 / ......'i'~,'~ ~ PR GRE S I _ _e t , w - _ F~ - - v ~ / '
work an other unsaita le oonstruction materials or roducts into the storm sewer s stem or discha a onto the Owner's ro ' ' ~ ~ " • ` caring and sawing or y b p y rg p party. , . , / . 1../ ~/y, ''ar„ I ~ ~M ! ~ / FH A 5+55
~ / ~iVT I ~ , t / I.. ~ ~ ~ N ® I i SAN F 'EL. 252.80 t I ' . . . ! J I MH i ! ~ ~
i f I' and sancta waste from the its s rth the n i t . , . S. The Contractor shaii control the management and dispose a Itter ry s u t a adverse mpacts a water quality oc~ar. ~ ' ~ ' , , . I,! ~ ~~/r I ~ ~ ~ STA3+ 6621 ~ 0 t . , . , , . ~ //i A 14+45 ~ e 122 t 5 BURYy / !!r it , r , lJ + I t , I t 106 / / 6604
i 4, The Contractor shaii pay ail casts of the clean up and removal of any such unauthorized discharge and pay any and all fines, penalties and/or damages. . ~ ' ~ ~ ~ ~ J . 9 ~ ~ / I ` 6 ! / 33 ........f . ~r ( t I C ~ I ~ ~ I t. r 4 t (tit I n t l / ) P X383 I ! ~ 1 123 I 6623 ~ / 6604 ' 6602
1 aze sQ ~r. I,C w I t l l t ! I I / \ 6606 t t ...............1!. I I t I 22 O BSQFT. .~..,..,,..I.,t I /i i t l I t l ' -_e I
D{ ENT P LL TIN 4NTR L AGT 1 ' GENERAL NpTES SE M 0 U 4 C D o ROAD . uNiMPROVED . ........I. t t 1 I i I t I - - r 662710 6625 1; 105 ,r ~ / I RQAD I . I. III t a I i / I r I / 104 , ..L a . I ~ I _ I .r ~ a ,
J . . • See sheet25 and 26 for Erasion Centro[ Details w.si.R ...~.~,~•~.J~,~.~.~ \ \ I Dave. e~ ~ 32 , I , ~ / , , , . , I 126 "'t i
3$94 SQ FT . . ( ~ . , . r / 6608 t... 1~.~...... I ! , t /
CLEAR, Min'm i m nts f r erosion control are shown on the drawin s based on the Desi War`s entire tad consbuctian methods and usnces. individual Contractors shall ~ ~ ~ ~ ~ ~ ~ • i um raga re e o g , g pa ~q INSTALI. ~ ~ . ..l.....,.,... ,K,. ? t I M I I ~ t . .t, ?l I FH 7#34 / / I~.• I ! 127 , 1 . t ; . . I u. I
supplement, adjust or provide additional measures to compliment his type of construction and/or phasing and sequencing to prevent transmittal of silt. individual Contractors ors ANDAL'COWT v r aired b the North Carolina De rtment of Environment and Natural Resources, A{I fees na(ti REGENERATE..~.~.~.~.~.~.~. aWT 6.30 31 ~ RATI+. ......'f i FORT BRAGG (4. BURY)
required to maintain minimum standards for erosion control as appro ed a req y ~ , pe es, .......J.'.'.~.~. fines far noncompliance and ail cavil actions resulting there from shall be the Contractors responsibility and in no way involves the Owner ar Designer. The Contractor maybe J......... tr 1 rr' ~ i \ / 6612 A rrf ..~...r.. ~ .,..1..,.,,....,. J~d,r l~ r 1 MILITARY r t,. t / , . , , , . , ~ ~ l J 1L ~ , I t "`"t "'w 6616 ~ a
r aired to mod~~g/ or supplement measures at no additional cast to the flamer. Ail erasion control measures shaii remain serviceable until the site is restored and stabilized, upon ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f eq "d . J. . J,JJ~J,,,/ RESERVATION ~ t I l . , ~ , ~ / . , , . / ~ ~J ~iJ, . / I g 130 \ w e 662& 28 6620 a yr,`~~ CA MH .3' L 6603 f „ ,o
such time the measures shall be removed by the Contractor. The site must be restored, stabilized and any off sits sedimentation must have been removed and anus attect~i . ~ . t 27 30 r 'SAN M .3 L 66( / I t 131 7+ 53 ` Q~~a • wD / gb4 w
restored priorto the Designers approval far Final Request far Payment. , ~lJ / Il , MH ~ r/ r I l! 20 66 4 , , /I ~ ~J l I ~ ~ ca+c I 2 29 / 1...,..,.... r /eJi Jul t ST 1 30 , ~ ~ ~
Th o shall be aired to re re and obtain an a roved erosion control fan amendin the on inai rmiited Ian submitted b the Owner. The su ementai ~n shall e Contract r req p pa pp p 9 9 pe p Y ppl p . J.. t , I t ~ rr J f l ~ 4 sst / Jr ~ lilr r' I 1 t 1 SEA s
t arses haul roads borrow it a rations and/or dis asallwaste areas ardless of the size disturbance, The Contractor shall. a all fees associated With address staginglstorage p pe p ro9 p Y . , , .•J,•... , , , . . .,.,....,'.%J r ~1++~ err / ..t \ 1 ~ vv , , . , i r 4 r J I t l I I I ~ ~ , _ / 54 / ..~.J ~ ~r t i /r J e t, I I 1 t s 10 5 a e i as •
it mi had o the Desi Tier. Work Cann t in until the Ian is a roved. Pe ~ ~ the supplemental plan and a copy of the NCDENR approved plan she bs th s t g a ~ p pp rmanent and temporary J. , , , ~ / J ! 1 R ,:r rya ~ / / / 4~ ~ 1 J J t l l i ! 132 I I s<,. st ~ V
erosion contra measures proposed by the Contractor far staging areas, haul roads, etc. steal! bs at the Cantractar's expense and shall not constitute additional compensation. . ~ ~ ~ i r~ r l i I! t, I - a
Er i ......Q.~ir The Contractor shaii be required to display at the dab-site office (or readily available on the praiect sitej, both the Owner's as on Control Permit and the Contractor's Supplement l....... ~ .,....~~i.~.~ ~ ..Q. . ~ S I I r ~ir l~ I I i ` e A5+ / Roa, 55
Erosion Control Permit. A copy of the amended Permit or evidence of an approval shaii be famished to the Designer prier to beginning work. ~ ~ . ~ . ~ . ~ F. ~ ,~?r. 1 ~ 4 ~tt~~~t ~ I t t I+ ~ , t 1 ,I~ I ~ I } t I ,Iv,,, o ~ 6613
i r P rmlt f r n tN n Ac~ti : R uiations ado led b the US Environmental Protection a US EPA and b the North ma Divisio of J'. NPDES Storm water D echo gee o Ca s ctia es eg p Y A9 ~Y ( ) Y Carol n STA 10 20 ~ I 1 ,i L W I t t t I r I e N MH 2.8' ~ ~ FH STA 6+; I i ` a i ( t i ~ , ' , I STA 4 78 ~ / FL EL, 246. FH STA 6+30 » \-FL EL. 246.30
J Water Qual require that a Naticmal Pollutant Discharge EliminaCwn System (NPDES) ~rrnit bs obtained for storm water discharges from construction activities with land ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~i I a 1 ? I ~ 1 . .I , I, I t i ~ t \ ~ I 10 36 1 a H i 1d+87 ? . I• ,I . t , t t ~ k I i t 137 6627 , (4.5' 8UR1~ (4.6' BURIN
do n invent Ian a I. The Dtivisian of Water u I i ~ disturbance of 1 ar more ease. This permit is in addition to the approved erosi a d ~ control p pprava Q a tiY s delegated by the US EPA to f ,b i ~ . , ti 1 i \ t I c~ t I ~ a+ 6629 6623 r ~ / '.'i.'..' ~ ~ \ ~ \ ~ I i \ t 119 . .1.1. rbt it`~~t` rr ( I tl I ~ 6619 ~ i t , . ~ I 65 y-
administer the NPDES pemtit program in North Carolina. This project is subject to these NPDES general permitting requirements. The Contractor shaii cxamply with the application ~ s.'.~,~.?. terms and canditians of this General Permit and is subject to enforcement by the Division of Water Quality far any violations of the General Permit. ~ ~ . . s.l. I .a , \ ~ w I r~ANS~oR~lefz P - t' g 63 i \ t I ~ ~ ON - t t; \ ~ , , , ..t.1. NI I
( ~~.~.1 \ 1 .J • • • ~ ~ r ~ ~ LIMITS 0 CONSTRUCTION ~ I i C ~T r» LO
The General Pem~it is tied to an approved Erosion and Sediment Control Plan issued by the North Carolina Division of Land Resources. Adherence to the Erosion and ~ . • ~ ~r~ ~ ~ t t I ~ 0 ~ \ ~ ~ ~ Ill 1 209 . , ~ ~ r ® a ca ARE S ET RIGHT OF»WAYS _ , ~ ~ ~ H ~ 140 1 t i - - ~ • 1 • v vA ~ 'O"~4 I r.~ AND EA EMENTS , I I t i I
Sedimentation Control Pian is an enforceable component to the General Permit, The General Permit not only r~uires adherence to the approved Erosion and Sedimentation , ~ ' ~ ~ ~ . , ~ , . ~ • , ~ ~ 0 ~ ` ` - -Stn_E, Sh ~rr€e SAN . ~ ~ Q 4 ! II v, 1 ' a ' ` ~ ~ t ~ I i t I I Desire M. Shaffer 8+55 0
Control Plan, but also includes other limitations and controls. come of the major items are outlined below. , ` t , ~ ~ C I I gas t , r \ ` , t r I D.B. 2961 P . x139 \ \ ~r i I ~ 81 t , , BB \ t\ ® I ~i 9496
± Coverage The permit covers proaects that disturb one ar more acre of tend. ~ ~ ~ .•r ~ \ ~ t I FH STA2+7Q I i I , , v , . , t t ~ ,1 t y i I ! t , ~ ? ST ffi CABL ~ 57 , , , ~ ~ FL EL. 233.5 , ? , , SAN M ~0 Iwo
ins one The Contractor shall ins ail erosion and sedimentation control facilities and also shaii observe runoff at storm water dischar es in accordance with the enerai ~.sIL ~ p p~ g 9 ETYP~ ` \ t ~ t ~ r I 8 BUR ~ tl i STA 0+ 0 - 6606 ~ ~ ~ ~ I ( ~ I 7 , (~r~~,• ~ ~ 1 , ~ 141 169 1 0 0 ~ ca loom x
pem~it (See Part i below for speafic frequenaes, etc.) Discharges to certain impaired waters require mars frequent inspections. . ~ ~ . { pectians shall be maintained by the Cantn~ctor with a copy of the approved Erosion and Sedimentation Control Pian at the project site, . Records Records of ins . . \ , \ ~ \ \ ~ ~ ` I ! c H 2+48 I P. GRAVEL , \ tt I I 144 it , ~ _ ~ \ ~ , TEMP I ~ , \ . ~r I 4RARY i ! g I ~ BURtE1)11ME + 6602 NSTRUCTlON / o CO r
arm ha other rovisions that. address areas that could affect storm water runoff from construction ctiv That are no fan i n ~.'.~.0'.~.~. The General P it s p a hY t o part o arcs a and sedimentation , . ~ , (5 \ SAN08AG {fYP.y I l WARNE NCE ..d . , . ~ ~ ~ I ! t~~\ r
control plan, These areas Include matters such as demolition debris, Ghsmir~l usage, and oil spills the may cantamma#e stamp water runoff on a consttuction site, Ln >%n0
k ..............t', , , . , , ~ ~a IINSTALLTEN1PaRARY ~ ~ ~ ~ ~ ATGH ~ ~ ~ ti i . , ,•t,•, , . , , , ~ ~ ~ ,,r °j~? IHIGH FLOW SILTSAGKIN ~ ~ zt~ 2 tfit ~ / r r <6"L
1, Minimum Monitoring and Reporting Requirements .............~.~1 . , ~ ~ \ . ' ~ ~ ~ INLET ~ ~ 3~e t\ i ~ DRAINAGE$TRUCTUR I., ~ N / ~ O ...........1. ~ h 1 / ~ , N 14s ~ Ra w~ ~ ~ i ~ 5s . ~ ` I I I ~ t
* Ali sedintentafilNOn and erosion cantrool of fadiities shall be inspected and doarmented by the Contrador at least once every seven calendar days and within 2~ hours sitar any . . ! ~ . ~ ~ , . j , . ~ AND GONSTRUGT ~ t3 ~ / ~ 60 f , , , ~ 1 / E MANEN'C DNERRSIp I ' I
storm event of rester than q.5 inches of rain er 24 hour nod. The Contractor shall install and maintain a rain au a an the site and a record of the rainfall amounts and dates. ~ p pe g g ..'t~ ~ ~ I , , ' SA, N~N(N;~ ~ 1 ~ ~ BERMA7ENDOF ~ m i -923 2i~~ ~ _ GATSH BASIN , ~ • STA.@+80, ~ ROADWAY. i ~ INLET
, , I" ~ ~ ~ ~ 1 pROTEG t)N Wl ~ ~ ~ c ! i 6601 / r' 1 ~
* Storm water runoff discha es shall be ins ed b visual observation far color foam outfaail stainin visible sheens d weather flows and mudd water at the uen ~ ~ ~ ~ ~ ' described above to evaluate the effectiveness of the Ilutian cont,~al fadlities or radices. If an visible offsite sedimentation is leavin the site corrective action shalt be #aken to } po p Y g ~ ~ ` ~ ~ HIGHFLt) SILT ~ ~ , . i \ ~ , ` s 6609 17 SANMH I ~ ~ / ~ ~ . . ..527~~t~ FT-10. , , ~ . > , I ~ ~ ~ ~ w SAGK(TYf')
r~luce the disdta a of sediments. . ~ ws,i7~..... . 'I'. ~ 1 152 1 ~ I \v . ~ ~ ~ ~ 5~ 172 ~ ~
~iN~lAi 128p S4~T.. , . '.UNIMf~ROVEp.". I ~7"A4 3 _r.: ~ SA'NMH 'e• 1' ~ u ~a ""'-_---t3 I 6603 / Ji
The Contractor shall submit with sash Request for Payment, a written report of weekly inspections. A sample report log is inducted in the Confrad Documents. Visible c~sAR, . sedimentation found off the site shelf be recorded with a brief expianahan as to the measures taken to prevent fu#ure releases as well as any measures taken to dean up the a ~ ~ ~ , , . , , , , , , ~ ` 1' DEUNFAT(~`' l a+~ ~ . ' ~ /mar' I
aNOauowTO,..... . sediment that has left the site. These records shall be made available to DAM ar authorized agent upon request. RE ENERAT , G E .LOWTO . ......I'!4 . ..h.. C1M8S ~ 0. & wii .-`~t~, . ' - St hen 1, Youn do wife ~ Mosel F. Wh ~ ~ _ ~ ~ Ste hen E. Shaffer do wife . ~ ~ ..r 155 \ P taffer wife
~ ~ Holt A. Youn D.B. 2670, P . • r '~\s ~ . . . . . . . , . . . ' ~ - t 6 Y 9 ~ 9 , ~ / Deere M. Shaffer t \ O ' ~ ( , . . ~ , ~y. . ~ _ D.B. 5160. P .,!?838 , 9498-44-,~ / °i r~~ll D.B. 2981 P .0139 ; , < , , . . , ~ 94,4$ 'f~~-,~ / ' . ~-,,"'C_`,..M_' ` 1~ 3 i 3 Shaffer Pg. 0139
2. i rid ins 'ens . Ma ntenance a pads PoRTSONs C4NSTRUt PORTIt)N$ qi" g1J`f'FALL 6 ~ • N a - seB. 9498-~4 2201 . , , ..,4 ~ 15 156 ~-r»~„ ~ C4NSTRUGTEUiN.... , ~ , , . ,w . ~ ~ ~ I ~ VV 2201
r * The Contractor shaii provide the necessary operation and maintenance to keep ail erasion controls devices and materials in goad repair and operating at optimum effidency, The accos~nar AccoRDaNGE'wIrH.TxE' , . , . ~ ~ I - - J,; . , . r,.., , T. ~ \ ~ r. /
n ht within 24 hours nor notice to the Contractor to re it an erasion control measures ar materials as aired and deduct the cast of those re irs from the NaTiaNWIC Owner reserves the g , p Pa Y ~ pa usc~ NATIgNWIDE PERMI'f.'FRt1fA'.".`.'5.1.x'' I ' ~°0 4 ~ ~ ( ~ ~ ~ ~ ~ 1 , . , =0+00 ~ ~ i ` ) l USCE , .REf2ENNlALSTREAM~ • , .'.f.~. ~ ~ \ _ _ _ ~oes~~ J., ~,r ~ . , , , ~ , q 1 ~ =1+39.7 ~ r M ' ~ / J
eq ym Contractor's R oast for Pa ant. , , ..GRg55iNG 30•STR~NI, , . a ,a , , , ~ , ~1. , , ~ . ~ 1 ~ a n C ~ ~ ~ /
I 'ect for cam li rice a ui nts, The Owner, Designer or DEM representatnres may periodically ova oats the proT p a wsth thes req rams .......DISTURBANGE,.(NSTALL.. . 0„~ ` ~AOtOZ.;,,:,.:.:- r~,:,,N~ 3 ~ t ~ , \ < '.RfR.RAR'~".WID`ftJ.18"'.. ' ' ~ _w. , • r~ ~ ~ ` LIMffSOFGONSTRUCTION
. , . TyIC!(l~(ESS WlTll F R. ~ y k w- v ~ ARE STREET RIGHT t)F-WAYS 'FABfi1C,t)NDERUtYMENT'~ ~ '.?GGrr.. '"''~a ~ ~ ~..~'=:~~z=:'~'~" • ...,i.'.' AND EASEMENTS
The Clean Water Act provides that any person who knowingly makes any false statement, repn3sentation, or carrtifificafian in any record or ofher document submitted or required to be maintained under this eneral rmit includin manitarin re its ar re art`s of cam lance or noncom iiance shall u n canvicpan be unished b a fine of not mare that e
g pe ~ g g pa p pl p ~ po ~ p Y $10,000 r violation, ar b sm nsanment far not mare than two ears r vialatfan, ar b bath, pe Y p Y pe Y 11854 Q , . \ ~ .~.T~y a,y'y~~, .175 %DCtEMMFR•AQ ~
The Cant~adar shall insure that the streets cannectin to the ro ed are rotected from mud, sand, stone, litter or debris in an form. AIM mud collected on vehide wheels shaii be g pl p Y ~ . '.W.4.R'.. ' I , , , . .:~a , , , . ~Il~li~~IL't'ER~\• 68
removed or leaned off before leaving the canstrudion site. Should any mud or debris from the project collect on the streets the mud or debris shalt be removed immediately to revent an hazards to vehicular ar estrian traffic as well as from entenn the storm drain s stern. The Contractor is r aired to dean the streets dal of construdian related p Y p~ g ~ Y eq fY . ';y712'Sq.FTCI:F.ARI`.`.' . . . , `.l^I~f~IG, , , 'ltdSTJ1hLSSA.l4~'. , .......`"4:,,4.. ~ .
m d i r lied I an the t rm drains e s stem and downstream s tams affect b conshudian run aft cam fetal nor to fin I n d debris, dust and ud an s equ to c e s a g Y ~ Ys } ed Y p Y p a ar~pta ce an .~1G3.C.. , .a.' REGNER~ITE,~ . , ' . , , ~ ~ ~ ~
r rv s eet d ni should Contractor fail to com with this uirement and deduct e payment. The Owns r®se es the right to proceed with tr ea rig the plY req th costs from the Cantrac~or~ R~uest . , '10` RaAD• , . ~ . .'1~iP>'G.RA~f,'..... , ` t ~ ~1NIMpRt3vED' ' W.2.•R f.,R.'..... , t;1,NS t1G p.. .
far Pa ant. Ym i . . . . . . ya 80'SCk . , . nuae~ ~warE~ 1191 ~192.3t.. , ~ . ~iVTRAfdCE , . ~ \ ,.J,` ~ «i,,. F~ow~n~ • '.I',ItM~.O.Ut'.t80:C6 . .'~,','.'.',•895~SQ•Fl'•GI:~AR; , . ~ ! ~
10a o ~ ao ~aa ~c 3~O , .GI:~tR,'INS'CALL'.. ' • NST'Af:. ..i!.'.', ~ ~ .........~;i('.'.Sk#B.F'180.93 . , . ~ 1 L SSAfiD . ~ SSANDALLOW ' , . , . . ' '.;~LLt)INTO'.'.. . , ~ ~ ~ i ~ ~f ~
TA REGENERATE. .......IN1tNEw8' ?N,1~.5~ .'.\REt~LNERATE.','.'.'.'.'.'.... , { ~ 2° swage ...WANT. C1RQP$i'F1UCT41R ' / , ` ` CONDUIT ft)
tNVlr~lt~wrr~.lo.'.,....,~.. a,. • ~ 1 g ~
~ x Gra hlc Scab 1-100 p Hector Santana ~ wNe GORE MM•C-ORB~e... ' . , ~ ~ Dianaro Santana "
E D.B. 3 04 P , , , ' , r. STA2+09 2 , g. a296 , ~ / 1,~, 9498-43-6838 . ~ ~ . , ~ ~ Y. ~ 101 FORT BRAGG ~..l' SCALE 1'~=100HORI,
SALT FENGE. f'I'y':). , . , ~ ~ , . f ~ . ~C DEBRIS / ~ ~ MILITARY ~ _ , PAD
BOOK NO,
t r ~'~11H ~ 10 , SHEET
{ sz. M/1~ ' Q ~ Hactor L. Rodrtquex, Sr. dt . , ~ A 0+98 / ,>s P RIM 190A1 , , . , T , Hactor t» RodHquez, Jr. ~ i ~ ,
D.B. SHCxF 179.81 ~ 43~e Pg. 0194 NEW INV B" IN ~ . Q / 9498-43-8604 180.OQ / ` 4 OF 30
INV 12 QUT 179.01 , /
- -

Drawn by
w FAMILY LODGE APARTMENTS DO NOT ENTER PRIVATE sTREETVVITH Benjamin R. Lennon Checked
EQUIpMENTNEHICLES. MAINTAINACCESSAT PRIVATE STREETS ALt, TIMES FOR RESIDENTS AND EMERGENCY David E Vau hn,PE,PLS
I ~ i ~ I)r Deerwood Or Godfrey pr ~ v m Paxton Or 27$ CRABAPPLE CiR I ` y ~ SERVICES, FIRE DEPT., ETC, Reviewed
/ ~ ~ 41 3 i c ~ F 252 c~ ~ m I STA 788 t 26$ CRABAPPLE CIR I ~.r ~ J. REITZEL,PE,PLS
© t~ a °1 ~ U ari'~ I TOP •9 14 ~ Nv2s4. 1 I 4' CHAIN ~ ` " I I I LINK FENCE Date 1-10-07
I I I 229 , 1 W ~ d
s o~ 9 4 WM SAN MH TA r+~ raP2 i I ~ sTa 7+7 •7 >Id TA 41+~ r a. Q ~ I t w r,
iNVZ ~ elN is Ov n 24a M OP 269.8 t 3 w•.. t y (y, ~ 1NV 264.0 -
e~'oak r -8 WM 1 13 ~ I r x w F- - A Q 7544 7542 t ~ ° r
i~ ~ f t m G ~ ~ ' ~ 12 r w 0 O t 7540 10 w
s~ ~ ~ I N I ~ SAN MH + r` t ~ 9 t SERWEU i w f N~ t 7538 t 227 40 7 ~ q N + ~ t e ® ~
t t ~ ~ I $ "p t ~ SAN M I a a 244 310 CRAB PRE C I ~ ~ ~ N N ~ ~ r 7536 T532 ~ ,o ~t-~ N
~ A 6 j d" m` 0 243 12 ~ W ~ ~ I 2 4 tL t n: I ,d. I 7-8 S u~4~? MNN ~ t ~ 4 + ti ! 7534 t ~ ~1~ I ...Ire ~ c ~ sTa 40+40 ~ar~~ a ~ N ~ ~ g
y ~ s ~ as ~ TA 6 37 \ ~q ~ ~ TOP 7.4 ~r`~ N t 7 I , _T9 2 .6 o. SAN MH + ~ 1,82
\ O ~ tV t 3 INV 262.4 ~ ~ g t INV 260.5 S4$' « V1 F, ~ 4+05 N I -8 ~ ST ~
\ 240 a srA 5s 11 SAN MH ~ N ai t casc, + ~ m ~ tq 4 CRA APPLE CIR I I STA 0+ N +o ~ x» "
~ K ~ TpP 265.6 s ~ Ch INV2 f p, N w ~ t` to ~ t ~ ~ 225 .~Nx~ ~0~c1 10$ ~ ~ O ~ N +n ~ i 9
A + 6 ~ ~ _ 1 3 226 t N xy xo ro ~'.'a` x Z
t~ I I °~..,w 754i 0 r g 4 N ~ I STA 6+ o ~ _S.T any. F. {3 P'? ri q ~ ~ i ~.1 ,369 CRABAPPLE CIR + n O 7529
t x ~ I p` Grist iN tl ~ ao I ~ 236 324 CRA PPLE CI TOP 263.5 "_'a'~,,A i 7539 r ua N t~ p "y I 1& 7537 r N N~ /
q4 f ~ t ~ ~nnfe ~ ~ M°r9an~ 235 to I ~ ,e, w t TA 6+15 7533 p ~ ,
~ 4. ~ P~t1 t ~ 44 STA 4+ m ~ E { ~ ~ ~ t M 8.3~ _ I I 223 arc I w w 18 7535 ~ I I Ov 4 ~ 20 r / 0 NIAw~
R~ ~ ~ z INV258 ~ m v, + 224 r,.,,,, ® 19 TA 38 35 ~ O .s' I K D S I~t. O 262.2 ti ~E 4 ~ r W
If eat Q srA s ~ OF INV 257.7 ~o - - I r ~ _ _ _ _ _ _ TOP I _ _
Q N ~ 232 -~---•a w1~ STA 3 9 ' I ~ • I _ _ _ _ _ _ 1 ~ 4._..._..,. _ _
N TOP 2 .5 E Q~ w INV2 .5 t t I t ~ / I ~ I . _ aC
~!w ~ I ~ o~ _ I st o R ~ 221 I "r r 271.49 LU
ro ~ ~ I 333 CRAB PLE CI ~ 1 ~ 1 ~ ~ I 5 S A 37+39 222 7.' 6 t 5 ( 7 t P261.2 NN ~~.12 N 0 I I 8 t t t .259.16
s ~ m MH z23 I I 13 ~N r.M I 11 t t I I iNV 256.5 r~ u~`1 t t ~ t t 7530 7528 OC
~ S ~ T 3+4 8 S A TA 3+ ~ I ~ ~ ~ pr I 0 I ~ 2,56, 24 CR APPLE CIR - - N id 38 7532 t p d I [t N N O N t 7536 7534 N t• h I ~ STA 36+92 r 0 I- p d cn o sum
~ W ~i I 223 ~ - I w ~ 45 I X251. ~ DC rnr~ ~ W •xu +r- t+ TBM#11 ~F'.. ~O~ ehNN co Id~~,,, t ~N~ aoNN I 6 TOP261.1 ~ ~ la• + N ~ i p N I p, DO NOT ENTER PRIVATE STREET WITH RR SPIKE IN 8fC ON ! « 4 Q N t~ N + h 1xo N Q 4 > > <C
h'~7 0 ' ~ r , EC f Dim I 256.0 8 W ~ ~`0~ QaN 1~NN da t-0~ rQ~ EQUIPMENTNEHICLES. MAINTAIN ACCESS AT NORTH SIDE pF ~ ~ I ~ ~ r xn r E LNEAR « 2 ~-o~ as roe
r W ~ ell ~ STA 2+ 224 f I Al ~ - _ SE ~ YVadsworth waxtraw ~ TpP2 AlL TIMES FOR RESIDENTS AND EMERGENCY PADDLEVVH - 8 N w 0 I - ND OF PA ENT ! 219 - ~ SERVICES, FIRE DEPT„ ETC, E EL, 202.66 I 1 ° ~ - - 1--
' INV 2511 ~ ! ~ H + ~ N ~ ~
I. 348 CRA6A I i ~ ~ f I 677= + w ti ~ N ~ ~ r. SAN M ~ . -i N D+QD N ~ M C4 -I a 4 AN E EX. ss 27i
i I f 219 STA ~ d o. N N TA 3 0 * t-' ~ Q p STA! 362 RABA PLE CIR _ _ > ¢ o. S ~0 ~ 2 CRA APPLE C ~ I Q 4 T8M #19 .....,i to - N H ~ O ~ ~ D N ~ y + s -p STA 9+48 ~ 11 7525 E7521
N,T.S. I 46 ToP 2 .a I INV z .s22o I I , I I ~ I 0 80LT N EST MH ' O -t "'I N ~ ~ N y ~ STA 6+65 ~ 1 ! 218 "M' iN M LIAR S A 4+35 N ~ N xn y j' . o
p r, 7 754.1 t 257 ON F.M. INT. OF , ~ ~ ~ ~ ~ + ~ . ~ t t 7525 L RNE N ~ I'ra o I t 9 I 1 I C IFFBO xa a 7 7
r+~oN waEw. ~ D 1 ~ t~nroHAtaT.a~.r - - _ N t 2 3 AND LO NGTON ~ I i 7531 7529 52 t ' 217 t. w ~ 11 7533 ~ ~ EL. 270.6 7 C6>
I N NEAREST"M"(JaL rr - - _ e 215 ' _ I 257.Q5)AT Y Ir - - _ I ST 35+20 °s ~ _ 7535 8 t _ _ TO 265,2 ~ a E R.
i ~ 47 ~ G i 3 INTERSECTION w.„I,,,,~... a~11 7566 2 NNItdG5 LN. RN 12 eau - - F corroN 5 0 -.._...IN~.2 t d C 7566 2 _ , 48 B!C VVES IDE _ V ° OF
1 n~ 1 I ~a SAN MH t D CI w !r i ! ' 4 I ' N ii ..+.I,w....~.. f - _ - T LJ N E a.. I INx;LE51DE .1~, 0 S I HARGROVE CT. r ~ ~ 2 LOVINGTO DR ~ _
S 8+ 7578 ~1! ~ ~ ~ cV '~1; N N +QQ atop. ~ 1 it ~ ~ in h tri ti N 5 ~ . III ~ N ~ + xV tV i ~ ~ 4D ~ 1 1:L. 266,70 / ® ~ I 4 _ µ _ - ~ u1 + us ti 1 r SAN t ~ ° - ' - _ a,
~ j I 7574 ~ ~ ~ t , CL Q N~ SAN H .9 L + q~~ ~ a I i r N cv 7570 F- F a I h o 47 l ® _ _ - - O I 0 >7558 I ST 34+7 I _ _ m
E 8 Q 4 kV th h rh W tip STA 7 a, ~ I , I a 1 6 1 ~ SAN MH ~ ~ 7562 I r + ~ 3 216 r ~ 7554 / a ~
W. h . ^71 ~ ~ 5+ Q ~ e6 215 , 6'j 45 t
f ~ / ~ ~
I ~ ~ ~A 44 ~ OQ 0r
I 761 ~ N ~ ro ~ tia r 2 ~ A 6 "W ~ x - y ~ ~ Y' ' ® ~ ~~P 26~' I
7531 r ~ N ~ r N 5' M p'2 ~ r , f z o STA +g5; "~2
I ~ 0 7579 r. I~ ~ a • I 56 "'"o ~ NN , +N~ cv ~ w~ s °i eta ~ ~ ~ w VALVE SAN MH .p ~ p+ 1~'~S N ~ ~ ~ 1 I •CP 0
ro.. 55 x/577 ~ rp ~ ~ 7575 I I q 0 54 52 51 I ~ I H 1 q eo N ~ STA 2+00 e> n. ' 4o r~ b 5 4 ~6$ t R r t to / 6, ~ O O I ~ N ~ 7534 ! h - I ~ ~ Q ~ ~ s'o 12 • 2 ARGROVE CT~
1 I A 9+yT 7565 0 53 ~ P 240 w,.s' cwatH 7565 i ~ I- 0 ~ ~ 2 q ti ~ UJ h _ "9 ~ O ~ 43 7561 / ~Q u' .a
~i X256.5 a' t 50 49 I vAl ~ ~ !SHEET 24 C3F 30 211 r ~ ~ t 49 48 ` 4 0 ~ ~ ~ t
C. Micheal dt wife ~ ~»..1......,~,,,,,,,~, Lau -S. Mi I N MH , wood STA 9+67 D! «..J.... NVV A\~~ ~ N ~IM. S + + e0 eta SDI , r 1 1 N~ N m
D.B. 7109, Pc`~ `01.99 A 8+19 TOP 240. 9498-47-316 '`--r~-- _ ~ I ~ 4 .w rw r N N N N e9 EET~ ~ OAdr~ ® da d~ 1 OF ~ x ~ > Q ~ 39 0 l r a J
_ _ tNV 236.E ~aTA 9+ 1U' UU7ily Eosement e s8 ~ ~ - ~ F ~ s ~ r - , ~ - 42 - _ _ ~ ~ ~ 7539 _ ~ o / 1 C;
TpP 238. ` CIEAR AND GRtJf3 PERMANENT , INV 234,D~ y „eY_, _..aw.... - - / ~ SA H ALT) 41 7535 f-r- ® / C 50 207 ~ ~ . / 206 i ~ z
I s` EASEMENT. Ci,EAR aNLY ~ ~ r o
THq E TREES NECESSARY FOR ~ i 1 1 za S N IN TEMPORARY ~ 7 65 CONSTRUGTIO ~ ace a, ~ 5 I 7554 f .1 , ~T ~ ~ L.. I "4. 12 ~ ~ / ~ \ GLE~7lDE DRIVE R
EASEMENTS tTYP.j sn~c 1N , SAN M os 1 , STAB+ »0» t ~ • ~ ~ ~ M 203 iNG S 0 ~ ? ~ ~ ~ _ _ I , ~ Ci M ~ ' ~ ~ _ _ top r
f And M. Cun i ha ` ~ ui N ~ t + 13-O~F- > Q ~ ~ f N ~ M 51 a t '~K 4 N 204 ~ w t ~S SE L s
1 M D.B. 44, Pg, 11 ~ m -47»~ ~ a, 9 ~ 4 v1 t~ ~ 37 ,,r ~ ~ ° . I r 3q 1 f 5
Au6 11 a z o ~ ~ y Court 6 ~ ~ en `~"K - STA 2+95 SAN H 3. ' R I +1 ~ + i 3q 7530 A 8 0 t e E S e
p R , ~ s"~' ' uta~ Easement Jeri S. Hannah & wrfe /W - _ ~ Angela LHannah / STA7'+~6 8 sement .,1~o ST 9 7~ ~i ~ 7534 t ' 8" DI SS a ? COTT 5P DLE ~ xn ~ 33 7 ee ~t 202 ON BIG !BIN 35 753$ I ~ y
D.B. 4930, P ~ 06x7 ' _ _ TOP 232.0 8498-46- 5 ~ r om d ~ m NE COR. 1NT. rl M I ~ ~ N ofe Co ~ N ~i I c1~ ~ A. Q eU f
iNV 227.0 ~ ~ \ 601 ~ 0 1 uri 60 / + OF INGLE 1DE & N urn W ~i O ~ I r /tQt N BETHE$D N ~ . ~ 32 36 N ~ Q i1. d? i
Fredanck N. Dwarica ~ / / 127 \ \ / Maria J. Dwarioa ~ 21 I,,, O L 243.53 r A ~ 7526 e~ , U1r_ xn~~p N F STA +60 N
.B. 3818 P ,0059 ' \ t07 / / ~ N 7557 u D 9 y ~ 94x8-46-x7D7 / / / ~ o ~ ~ r N 7 ~ ~ t ~ A4 TOP .8 ~ i N m ~ ~ I ~ I
7605 ` a. ; y \ f ~ ~ Joeh and d r ~ ` t I"a; \ ~ I D.e. 7121, Pg, 059 126 , a. ' ~ OQ N N N INV 2 126 to F. ~ ~ ~ zas
~f I I , ' \ r \ ~ \ rr°'° ~ 9498-4$•-41845, 7555 ~ r lC,,, l h ~ 151 ~ 7555 t N h it 3 Irmo
~ ~ 1oa xt,1 A v i l ~ r / ~ O' ~ 30 ar. ww ar iw,r ae wm ww mr ar re ~ \ y _ u1 cn a r. T,y t..., . ~ STA 9 ~ '5 - ry ~ ~ m xo ra ~ 7'©p 8 I ® ~ qq ui ? ~ r UO)
/ ~ olo wear \ , 111 \~r Q wood eosr ~ \ a,` 28+68. + ~ 1x1 1C! ~ I r, N tq u? 1x1 u1 N ~ ~ N V' tp N N ~ •9 7522 / ~N ~N aN tQa ~~N /
yFa FENCE ~ -~`ti 14o i ~ , SANMH \ i la ~ ~ ~ _ Jahn N a t „ CJ STA 4+7 t I ¢ Ih uhi O +w ~ N 3 t / ~ TOP 2 .4 • r 7539tH I r tm r _ B t \ W ~ ~ I 00
,i STA4+OB' ~ ~~•~•%D, 7276, Pg. 062 ~`°r„ t ~ ti { ~ a 9498-46-3791 y / INV .4 7535 7531 I 7521 N ~ ~ ® i ~ ~?`150~ H 27 28 I ~ 0
t ® ~ ~ v e , ~ 125 , off' ~ ~ ~ / ~h 4a 124 7554 125 ~ 25 STA [phone] ~ I L SDA 30 SLOOM , 43Lf) a
r it , h~ Q'7 ~ r ti 7556 i ~ ~ ~ 5 ~ r?.r .wr aawr t.r r. arw +.w r ~ re " © ~ / SHEET 24 OF 3 "`°'"*Y ~1 co X CO
' x ~ 136 ~ ti ~ I a ~ ~ ~P ' 112 z~ Q N ' 1 7 ~ ~ 4 ~ I •Qti ~ /
aQ 3 ' 70'8 Dl r„ ~ 't ~ Q , , ` ~ SAN M (2 Tj ~ I . ra AO 53 r - \ p _ _ Q ~l _ ~ ~ 2 Ml Qa
r q U . sAN .3 1 _ ~ I 0 +s5 0 « 146 ~ I I Crime
x .l. .cy, , e,~a 3 113 / , . h ~.,r N• vc) ~ p =
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e~ ! r SS STA 2+ N~ + I T I 4 ~ ~ ~ 7522 ~
e a ® 14 ~ a 4 +It, ~ p~~ 7538 N 753 7536 752 , a
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l r ~j. N ~ Fy 3TA 9tA ql / * 7555 Q ry TA 4+05(5 RT) q I q l a N N Q d 3 ~ r N fAN (!1 F-
~ cpo ~ ~L EI.. 23~.'~ • , 22 1'ij ~U Donato Oerion & wife 1 , 's F.~ Q ~4 `ro • W ~ i9 ~ ~ ~18 18 1 p ~P ~ ~ 5 Q t , e I O
6 BUR / °s ( • Consuelo M. Derion ~ ~ E 'r ' *w ® \ ~ ~ D.B. 2869, Pg. 0085 \ 124 / ( l ~ ~ ~c s2 ~ I ~ 54 ~ 4 I _ ~ . ~ ~
e 115 I ? °r• r 9493-46-1577 \ / ,~f ~ ~ 143 ~ _ I MH $ SAN1~'~
~ e s l i \ p / t , 'd+ ST 2+60 STA 5(5 RT} ~ C7 ~
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D•B. 3135 P .0168 \ 2$ 498-46-1475 e ~ / ~ \ ~ 1 / ~ ING ~ E I~-~-o~ - - bra " I - I " I a Q" * ~ p ~ ~ a~
\ s~ / ~ •o,, 7602 ct + ti SE ~ I ry I 117 153 ~ ~ ` ~ EL I ~ I h 7539 13 I ti ~ Q ~ ® i ~ ~ 1 7535 14 7531 I ~ 2 7527
\ ! 1 ~ \ e / ~ 11 17606 ® S A 23.04 _ ~ 17 f STA 2$~9~' I 7523 ~
\ / s 9 ~ 15 s T P259.3 T4P2g~ """'.,"~°-~+m+--~.~...... I / 1 254.5 !NV 256 0 ~ ~ r,7 E~ i I 16 + Now
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STA b ~ Q ry i ~ ~ ~ ~ ~ SAN H 3 R 10 ~ _ """"'vi° ~ STA 2 }04 ~ - - - _ _
56 S A 22+65 J 135 T P 259.2 STA 22+41..__
~ ~ 7601 ~ ~ ve ti I ~1 ° ~ e ~ s A ~ CI M ~ I 252.0 S TOP I ~ h t"' cc
c_: ~1~IM e 1 I1 ~ ~ 118 m~ ind ~ INV 2 .d Q 134 t
\ ~ 142 8 SS ~ ~ ~ \e ~I ~ e ~ W W ~ 9 ~
a \ I CI ~ SAN MH ~ 57
e ~ U)i ~ STA 1 13 ~e NH G eo ~ . I W~ 1 W 131 S +60 l + L__1 ~ ~aP 2 .d
\ ~~R e + ~ J ~ \ fit' \ ~ ' +a5 I ~ I ,~E~ ~ t~ C~ J . $ ~ S 21+21 INV 2 .0 AL! MATERIAL FOR SEWER
e 8 \ ~ / \ ~ 7605 BU 111E ~ Z~ o e 1 >1~,0 119 ER 256.8 136 ~ MAINS IS SDR 28 PVC UNLESS Z~ JNV 2•g OTHERWISE INDICATED A5 DI
~ ~ + ~ Rr~ CABi.E \ e t1YP) STA 2 , 30 I (DUCTILE IRON) , ~ I
\ 1 ~ e \ .~1 58 guill
\ e / i iP \ . I ~ e 's 127 ~ C0~ 126 ~ I
^ PP pa \ t9 f P 0~ TBM~ ~ g'( 2 e \ ~p~ ,~~p CQ SPINDl~ + I sPINDlE A 20 24 7 l
~ e e UN IC N- - \ ~ 120 T. 1 EOF ® R -s~eN- _ ~ .n Op , STA 244.4
\ \ ? BR R~ e ~ ~ e l~ \ ~ \ ST 7+p2.94 59 o~ :R ~ _ _ ~ o0 0 ~ oo Zoo goo l 59 ~ INV 2 I SCALE 1 "=I OV HORI.
e e ~ \ \ ~ 12: E ~ e f I I 12~T 15+59 122 BOOK NO.
\ ~ ~ 12 e ~ ~ ~ T 246.4 STA 9+38 g I 248.8 ~ I SHEET
~w&~now e ~v2na ~ 106 uM~rs \ e n\ MH r# - A e 1 }s5 _ I TAP 5d.7 I ~ - - INV2.5 ~ ~ - goo Gra hrc Scale p
\ PROF \ ST ~ ~e \ e sAr 703 ~ _ _ _ l _ SAN 2.9` R l 3 OF 30
MEET ~ e a -~*a.,,.,, STA \ \ + zk a ~ e , ~ ~ 119 S A 1 *9d I I 119 ~ 118 5 i
s \ ~ \ ~ Q2 \ \e 'I 2 ~ I so 60
_.~.~..,„~,q. _

1+54 ST ' B+'" 118 M;~23 ` •~-rcly STA 18 47 5 , • ~56'-B . SS • • 'TOP 2 J TTON SPINDLE ON BIC IN SW COR• \ S MN(11.5 LT) . . .3- - F INT. OF INGLESIpE & BRI*WSTER Drawn by
I + " + INV24 3 E~,.240.37 OGE Ben'amin R. Lennon Checked
y 4, , sie~-9~we 60'--f~F1Y- - - I 5ECONOARY \ ..a....~o~' S 4I David E VaM hn,PE,PLS
\ ....~..~R.~ Y SAN ~ ~ T.~~.p..,....\.~.... a r STA1 +2114 \ • . STA 27+01 r o SA MN 6 2 ~ I Reviewed
nl •...•h ~ TOP , . ~ 1 N N INV2 ,0 I J. REI"CZEL,PE,PLS
.'..'.t~~f'IAI~D.~.' ' \ ~ 4 s1 ~ r \ ~ F _ 6625 KEEL DR u.. Date 01-10-07
1. ACCESS TO SITES SMALL BE BY PUBLIC RIGHT-QF~WAYS AND UTILITY 8. CONTRACTOR SHALL PRQVIgE TEMPORARY FENCING WHERE FENCES ARE GENERAL NaTES FAR RESIDENT EASEMENTS. OTHER ACCESS LOCATIONS REQUIRED SHALL BE SECURED BY REMOVED FOR CONSTRUCTION. CONTRACTOR SHALL COORDINATE FENCE RELATIONS MANDAT©R ( ~ ~ I ~ ,J..` , • Sin _ _ _ _ ~ . BRE - w E~ DR. 1
THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. REMOVAUREINSTALLATION WITH INDiVIDUALPROPERTY OWNERS PRIOR TO 1t 3 uc roe Amason / \ SNE
SUPPLEMENTAL EROSION CONTROL MEASURES SMALL BE REQUIRED TO REMOVAL. CONTRACTOR SMALL REINSTALL ALL SHEDS, FENCES, ETC. TO 1. THE PROPOSED WORK WILL BE CONSTRUCTED WiTWIN A FULLY DEVELOPED INCLUDE CONSTRUCTION ENTRANCES, SILT FENCING, RESTORATION, ETC. AS GOAD OR BETTER THAN EXISTING CONDITIONS UNLESS OTHERWISE SUBDIVISION. THE CONTRACTOR IS REQUIRED TO DEVELOP GOOD , , . , Q .s" 1 , Pg. 0231 / ~ . ' ' \ - 110 ,45_8650 / / ..'.J,'. , ~ ~ 103
INDICATED. NO SEPARATE PAYMEN RELATIONS WITH THE R ! NT WHI M ADDITIONAL MEASURES SHALL BE INCLUDED AS PART OF A SUPPLEMENTAL ( ~ ES DE S C INCLUDES THE FALLOWING ~J ~ ~ • ~ , l ~ STA 16+ I ~ ~ STA 4+48 N
EROSION CONTROL PLAN PREPARED BY THE CONTRACTOR. MANDATORY MINIMUM REQUIREMENTS: 9. ONTRACTOR SHALL REP T B C LACE ALL DiS UR Eq MAILBOXES, SIGNS, ETC. 1 ~ d 30 R~chord D. 1'hampson 6t \ \ I 62 I 107 TA 16+ 234.0 Bruce E d't wife / ` I r
DISTURBED DURING CONSTRUCTION WITHIN 24 HOURS OF DISTURBANCE. - NO SPEEDING WITH EQUIPMENT AND/OR VEHICLES 25 MPH . 2. THE CONTRACTOR SMALL BE REQUIRED TO PROVIDE THE CONSTRUCTION ( MAX ) ~ wrfe Lcuro A Thopmaon I t 1 6617 D.B. 6725 P .076 ~ OP 233.0 ~ D• Whites ' ~ , 1 SAN H I e .B. 51 0 P . 078T ~
PERMANENT ROAD SiGNAGE DISTURBED SHALL BE REPLACED IMMEDIATELY STAGING AREA AT HI5 EXPENSE, INCLUDING ENVIRONMENTAL SURVEYS. 9498-45- 737 ea J + I V 227.0 STA 16+ 106 ~ 9 Dt d~ 5TA 526 L ,r'"•~ 9498 45-7526 / p. 949$-45-4727 ~ I I • I TOP 235, 2 101
AND IF NECESSARY ROADWAY SIGNS SHALL BE TEMPORARILY INSTALLED IN - DO NOT BLOCK DRIVEWAYS AT ANY TIME A L ATIQN CON ISTENT WIT THEN U CD T P VI I 3. THE CONTRACTOR IS EXPECTED AND REQUIRED TO COOPERATE WITH THE OC S H CM T 0 RQ DE CONT NUOUS W C)
TRAFFIC AWARENESS OF ROADWAY CONDITIONS. NO SEPARATE PAYMENT . - DO NOT LITTER AT ANY TOME PROPERTY OWNERS AFFECTED BY THE WORK. PRIVATE AGREEMENTS WITH ( ) I a I 1aEt 63 pa,c - - 1` 27 f ~ / I ~ - ~ J s i ~ N a~ ~ 13s~-B DI ISS ~Z• a N MH I I ~ 103 ~ +9
PROPERTY OWNERS MUST BE IN WRITING ON A FORM APPROVED BY THE 10. NTRA TOR HALL PR V E EN i - NOT US CM AND A CQPY SMALL BE PROVIDED TO THE CM PRIOR TO CQ C S O IDE SECUR TY F C NG, SECURITY GUARD, AND DO E RESIDENTS WATER WITHOUT THEIR PERMISSIQN (SIGNED ry oI I ? / I J ]w < J 104 I ~S STA 3+42 ,e ) SAN M 9 R »0 •p f / Q 02 \ . J - / o
PROCEEDING WITH CONSTRUCTION ACTIVITIES AFFECTED BY SAID ANY AND ALL OTHER MEASURES CONTRACTOR DEEMS NECESSARY TO AGREEMENT REQUIRED} i J J STA2a+6'S` STA 15 5 = 0+ 100 Q? t~ \ I a / r J TOP 221 o~nc, ~ Q J 11 ~ CL z
AGREEMENT. THE AGREEMENT MUST SPECIFY THAT PWG, THE CITY, CM AND PROTECT EQUIPMENT AND MATERIALS STORED ON THE PROJECT. (NO i THE ENGINEER SMALL BE HELD HARMLESS AGAINST ALL CLAIMS ARISING SEPARATE PAYMENT). -ALL REQUIREMENTS FOR BACKFLOW PREVENTIQN BY THE PLUMBING J Nv216.0 ~'s~ ~ + ~ i / J DIRE OAp , gXN~I' +r I , J 28 o~ J I _ ~ / D Wool J a I ~ ~ 9
FROM THE AGREEMENT. THE OWNER DISCOURAGES PRNATE AGREEMENTS, CODE WILL BE ADHERED 70. PWC BULK WATER POLICY I of Woods o ~ a,~ ~ / J J ~ 29 sA M rENOE r~lo s~" ~ e I ~r ~ t z :5 1
11 T BEFORE FINAL ACCEPTANCE, A RELEASE FROM EACH PROPERTY OWNER . WHERE CONTRAG OR CEASES WORK OPERATIONS FORA 72 HOUR 23 12 ) r _ •a a Jon~ca M, t J ~ / / 0 CL
THAT THE CONTRACTOR MAS MADE AN AGREEMENT WITW SHALL BE PERIQD OR LONGER, SUCH AS HOLIDAYS, ETC., THE FOLLOWING SHALL BE - RESPOND TO RESIDENT'S COMPLAINTS WITHIN 24 HOURS REQUIRED. THE PROPERTY OWNER'S RELEASE IS A CONDITION OF FINAL ACCOMPLISHED PRIOR TO THE WORK STOPPAGE. D.B, 4314, Pg. 95 SF N MH 'Ui 25'-8" bl _ ° ~ ~'"5AN MH / J ;,,„S5 SS N MH 9498•-45-9 si~211s ( Fop F--
• DO NOT USE ABUSIVE LANGUAGE PROFANITY ORGAT-CALLIN ACCEPTANCE. G I ~ , S . . 76M p2 I FN STA 7+59 (4.5 z
A. CONTRACTOR SHALL STORE ALL EQUIPMENT IN THE CONTRACTOR 4, CONTRACTOR SHALL MAINTAIN A NEAT ANq GLEAN JOB-SITE TO STAGING AREA OR OFF SITE. .WEAR PROPER PROTECTIVE CLOTHING HARD HATS, PRDPER SHOES, J I ~ . ~ \ ` w SPIKE IN PP (t~ INT. OF BURL J ','.'.'.'.'.A+4,,6'I 23o R GLESIDE (j~{ { J SAN M ' . ~ }-M! _ ~IN,,.~. WIB'7(8"X8 TAPPING 0
E AREAS AS FOLLOWS: SHIRTS ETC. INCLUDE STAGINGISTORAG B. THE CONTRACTOR SHALL SWEEP ALL STREETS PERFORM GENERAL ) J V! h ~ I STA 23+ q- N ~ 0 1,.228:1rt e. SLEEVE AND 6" , ~ PRgP r
CLEANUP AND SHALL PERFORM MAINTENANCE ON ALL EXPOSED PATCHES. 1 J . ~ • O+OQ ~ 4 5TA 1a+10 VALVE WI BOX, FL. { ,.J W1 ~ ' J a r- ~ ~ \ EL. 251,401NSTALL Z
• PERFORM DUST CONTROL BY WATERING DAILY AS NEEDED OR AS DIRECTED -MAINTAIN PROPER SAFETY MEASURES, PARTICULARLY ALONG OPEN BY THE CM. 12. CONTRACTOR SHALL SCHEDULE WORK AND MATERIAL DELIVERIES SO P I . ,5 ~ 3 "I' =1+ 7 102 \
TRENCHE5 IF GONSTRUCTiQN IS STOPPED AND THE OPEN TRENCH IS NOT THAT STORED MATERIAL QUANTITIES ON THE JOB SITE SMALL BE J I r \ I mes Rowlond P•~ckett ~ / ~ STA 13 3 1 \ \ N'M ~ • • ~ ~r.., wife Jessie Mae Pickett 10t Pa Ir TO 2 TBM X15 ~ W J RR SPIKE IN B/C
-SWEEP 5TREETS A MINIMUM OF ONCE WEEKLY (FRIDAY) OR AS MINIMIZED. MANNED. 'C cS~ w S A•19 7 • , . , ~T03 D.B. 3151, P .0624 tNV 21 / , . , , • . , • . 8" 9498•-45-7316 s 1 ~aa. \ ~ \ ~ wa BY C/B @ INT. OF + err"' GRIST MIL, & uj
DIRECTED BY THE CM. 13. CONTRACTOR SHALL STORE ALL MATERIALS IN THE CONTRACTOR • PERSONNEL MUST WEAR CITY APPROVEq SAFETY VEST AT ALL TIMES w; , ® , , . , I ~ "•••ww..r„ t Ihis \ ~ IRON S I . ~ w r...r area ~ b' ~ GOLF DR. 253.03 J
-BLARE, LEVELAND RE-COMPACT ALL EXPOSED TRENCHES WEEKLY (OR STAGING AREA 72 HOURS PRIOR TO INCORPORATING INTO THE WORK TO WHILE WORKING IN THE CITY ANDIOR NCDOTRIGHT-OF-WAY. 10,E 2 rna. ~ ® / t,,1 / / / ' ~ roauay r,M, \ \ 131 rT ~ SAN MFt 14.5' L
AS DIRECTED BY THE CM} TO PRODUCE A SMOOTH "RIDE". REDUCE OBSTRUCTIONS TO TRAFFIC AND INCONVENIENCE TO RESIDENTS. WHERE UTILITEES ARE BEING CONSTRUCTED IN EASEMENTS OUT OF -ALL TRAFFIC CONTROL FLAG PERSONS AND AT LEAST ONE PERSON ON 1 j / . • . , . , • Sa ueI E. Moldru ..I'~ \ \ ~ 105 S A 7+07 / /c,~ , . I' . , • N N I ~Q C~ SAN M 0.6 Ll I r 133 ~ \ \ x 1 / ~ p•B. 3164, Pg. O1 q a ~,'~'q STA 9+ 5 SAN M 0.6'L STA 9+ 5
# - P RFORM DAILY LEAN-UP OF ALL DIRT DEBRES AND SCRAP MATERIALS. EACH WORK CREW MUST BE FLUENT IN THE ENGLISH LANGUAGE. E C TRAFFIC AREAS CONTRACTOR MAY STORE MATERIALS AHEAD OF / /$`1• , . { • • 498•-4455-•5430 rJw ~ ! \ ~ \ I., q tiry q' ""r.y. ~ / . . . ~ 100 ~ ~ Q ~ ~ ..I / I x • 1 I / ' ~ ~ 0 B. kar\,i \ r~ q r 28 215 , . ~ M 0 L 129 r .y ~r •w
CONSTRUCTION FOR A DISTANCE NOT GREATER THAN 18~t1 FEET UNLESS ` -REMOVE EXCESS E UIPMENT MATERIALS TOOLS ETC. NOT NEEgEq. IF THE CONTRACTOR AND/OR SUBCONTRACTORS CANNOT ADEQUATELY Q ~ ~ APPROVED OTHERWISE BY THE CM. , I ~ , . D. 6317, Pg, 0 A +95 { 66 S / . . I < 498 -9355 `0 I i 2
PERFORM ANDIOR COMPLY WITH THESE REQUIREMENTS, THE INDIVIDUAL, . , . , I t 6610 C ~ , 1 ~ ~ I 6~ SAN MM 1 N + 6 ms oA 4' ~ 6614 ~ ~A ~ ' 12[~ 6606 I yk`s' i ~ ~
5. EXCESS SUITABLE SOIL EXCAVATED DURING CONSTRUCTION SHALL BE 14. AT THE PROPERTY OWNER'S REQUEST THE CONTRACTOR SHALL DIG UP SUBCONTRACTOR, OR EMPLOYEES MAY BE DIRECTED TO LEAVE THE I 5TA 12 18 ~ S O 9 N ~ . . , . , ' , ~ I a 24 ~ 130 ® ~ ~ N to 126 , W Co ~ c~ r a 6602
STOCKP{LED FOR USE ON THE PROJECT OR DISPOSED QF OFF-SITE AS EXI TING HR AND BUSH S WiTHI TILITY MEN T B PROJECT PERMANENTLY. INCONSIDERATE NON-COOPERATIVE ATTITUDES S S UBS E N U EASE TOE DIRECTED BY THE CM, THE CONTRACTOR SHALL NOT BE ALLOWED gISTURBEq BY CONSTRUCTION AND SET OUTSIgE THE UTILITY EASE AND ACTIQNS WILL NQT BE TOLERATEq. . MENT .........I.....~ ~S I ~ ~ ~ Q4~ ,1. I STA 11+ ~ ~ . I t ! o a
TO STOCKPILE MATERIALS OR EXCESS MATERIALS IN THE STREET O { AREA IN A LOCATI N DETERMINED BY THE PROPERTY OWNER (NO , • • • • ...'1'.. • ~ ~ I .~.ISi , a ~ SA MH3.2R we~l.~os...'.' I 3 TOP 226. ~ _ ' ~ ~ ~ no' avv z~,s 104 q. .a\ t NV 221. ~ +55 =0.05 ....,....r... ~ 1t0 Co
RIGHT-OF-WAYS AT ANY TIME. THE CONTRACTOR SMALL PROVIDE A sEPARATE PAYMENT}. PROPERTY OWNER WILL BE RESPONSIBLE FOR aRDER l7F PRECEDENCE GENERAL NOTES/TEC~INI AL C SUFFICIENT AND SUITABLE STOCKPILE AREA AND LOCATION AT THE REPLANTING SHRUBS AND BUSHES SO BEHAVED, AND SHALL BE SPECI FICATIONSI PHOTOS ..........t . . , , , . , . , 100-YEAR F100D I D~LINFATlt~t ~ zz5 , 34 ~ ° 1 4h l I 4 LINE { I I ^x 0 " 1 N
I CONTRACTOR`S EXPENSE. RESPONSIBLE FOR RE-ESTABLISHING GROWTH. IF NO REQUEST IS MADE " ~n ~ 1 J +ns 1 Q o~ ~ u
BY THE PR PERTY QWNER DIST RBE HR B AND BU HA 1. THE NOTE5 CONTAINED HEREIN ARE INTENDED TQ SUPPLEMENT THE 0 U D S U S SHES S LL BE TECHNICAL SPECIFICATIONS AND PROVIDE EASY REFERENCE FOR THE 6. CONTRACTOR SMALL PROVIDE MEASURES DURING CONSTRUCTION TQ REMOVED AND DISPOSED OFOFF-SITE UNLESS OTHERWISE INDICATED. ' . .'I STA 11 ® d ti -•.•!tn its 1 ~ W8 f
CONTRACTOR. IN NO CASE SHALL THESE NOTES VOID ANY PART SECTION ' SECURE THE SITE AND EXCAVATION FROM THE GENERAL PUBLIC AND . . n~ "o ~ . , . I 226.0 ~ ,6 >v ~ , , t . / i STA_ 1Q±,5Q ` / ~ o .,~i... .l..,.. . ~ I I E"" 4 ~'t'OP 236.$ 6618 / +
COMPLY WITH ALL OSHA REGUiATIQNS. JOB SITE SAFETY IS THE 1 I T OR REQUIREMENT OUTLINED IN THE TECHNICAL SPECIFICATIONS CONTAINED • 5, CLEAR NG AND GRUBBING SHALL BE RESTRIC ED TO PERMANENT , I ~ 114 ~ t ® \ l Gt y , . ' I IMI232.0 ~ I \ 135 I "t I , . I ~ ~ +
EXCLUSIVE AND SOLE RESPONSIBILITY OF THE CONTRACTOR. OPEN IN THE CONTRACT DOCUMENTS. IF CONFLICTS OCCUR BETWEEN THE { EASEMENTS ONLY. CONTRACTOR SHALL LIMIT TREEIBUSH CLEARING IN I EXCAVATION LEFT UNATTENDED OR AVER NIGHT IS NOT ACCEPTABLE AND THE TEMPORARY EASEMENTS BETWEEN HOUSES AND ALONG PROPERTY TECHNICAL SPECIFICATIONS AND THE NOTES CONTAINED HEREIN, THE ...,...,..,.',1' .,.......t. t s , 66,1 t I ~ I ~ M 5.2R 662 ~ 109 I 1 2 136 ~ ~ 110 6607 J 6634 662 oar ~a~ 110 6607
' TECHNICAL SPECIFICATIONS SMALL SUPERSEDE. SMALL BE FILLED IMMEDIATELY. LINES TO ONLY ABSOLUTELY NECESSARY FOR CONSTRUCTION. .It , r.~ J 13 s~
UTILITY OWNERS IN AREA: ~ ~ CONTRACTOR SMALL REPAIR OR REPLACE DRIVES DISTURBED BY 16. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SMALL FLUSH AND , ~ I I I y ~ 108 / . ~ . ~ I A 9+g0 va :o ~ ..t 66i 5 I 108 -IR
WATER & SEWER - CITY OF FAYETT . , . CONSTRUCTION TO EXISTING OR BETTER CONDITIONS, NQ SEPARATE CLEAN OUT STORM DRAINAGE SYSTEM TO INCLUDE DRIVEWAY PIPES, AND EVILLE PWC ! ~H .~.a+ w~+~r ~ . , • / 11 T P 241,3 ~ y ca ~2• x / T8M r it I J 8 ~ cn~w 0+ ~S
~ PAYMENT UNLESS QTMERWISE INDICATED. P E F S IL MATERIAL FF IT . SEP TE CABLEVISION -TIME WARNER CABLE DIS OS 0 PO 0 S E (NO ARA PAYMENT) ~ , , . ryJ.'.:\• , / ) I 236,0 ~ !d° RR SP INBlC r.-... 1J ~ ' I J 5 i~ / ~ 'c' ON~OU SIDE
I TELEPHONE - EMBARQ . , . ,w . ~ ~ 5TORM DRAINAGE - CITY OF FAYETTENILLE . WEFI~tJOS . , J J / / I j s ~ ~ / CJ ` y , .d,~....... I ~ O / GRIST LL~ .....,t....., I ~ ro~ _ .8 561
GA5 -PROGRESS ENERGY (NCNG • . .1 ti ) _ 107 1 • • , . , . d ' . I RE S EJV _ _I W ~ / FERNCLIFF
ELECTRIC - PROGRE EN R Y SS E G I mm owe 000 "*a 6604 6602 ' o
MQRGANTON Rq. STORM • NCDOT , . , " " ' " f N ® I TA B+ peace a SAN ` F DEL. 252.80 ° \ • ~ SA MM ? ~ 84 ~ ,r • . I STAB+7 TBMp3 a a • uo ~ d STA3 ~ i 1+ I 122 P o` ti~ 9 6629 S BUR ~ ~ / STA 4 45 ~ I 4 245,7 ~ ~ / ( l'} / I J ti SPIKEfN +etN 1 w I TOPaa ,o N N a• N N ~ ~ N io6 /
~i. ~ 0 I { s I V 236.0 . IN SE , N N ~ / 33 6604 I 5 \ --I V1 • ORNEROFdNT. ~ I
...J. ~ ) 123 ~ ~ in / . r• ~ . , • j I { X383 J OF INGLE3 E & ~ 6623 \ ~ I I I ~ i / 6606 ~ A .'.ir','.'.'.'.'.'..'," ~ ~ O I _ _ J 22 GRISTMILL ~ .~~.t I N N o0 ~ r ~ tr
e.'.~. , . , . • . , - EL.243.93 662710 6625 ~ 105 ~ ~ / r 0 ~ w ......L......... d{r ~ I ~ cA ~cu 104 1 ~ / q /
~ • , . 126 ""'J' ~,.,,,,r r / o ~ , j.¢ I I
i J sT 7+41 SHE ~ / r ~ a A7 t 7 F , • ~ ~ ~ ~ ~ t ~ 3q / 6608 l....... , • l ................l. 1 7 rn 244.7 TsM~ a
I C7 I 238.0 J I RRSPI~CEINBIC f c~ I •r . , . , , { + I 2415 l27 FH ~i 1 i~ 743# _ _ ~ C!8 INT. OF ~ /
,L . '.'.'..'L' . ' ~ i i ( - - _ _ L L. 246.30 OrfNl ~ - 31 ` ~
t (4. BURY] GLENOOK CIR, ~ ` ~ q , ....'.'.'.....'ds I ~oRT BRAGG . . • , . 0 J • . I t,~• "'_....e......~ L. 241,09 6612 ~.~0
f MILITARY . a ~~f. A I ) S A7+02 6636 r a . . RESERVATION T P 243.1 8 I 6620 \ • \ ~ ~ I ) 5 130 r~i J 662 26 ~ ~
EXISTING NEW ~ EXISTING NEW . ~ ~ . . I W I 236.0 , ~ 4 5AN MH t. Esc . . / 131 21 0,? 30 P . A ~r I S~ ~ x . , / W I 7+s 5. I C, ti ~ ~9P S L CARO MH .3' 6603 Y\ rr 7+9 53 / cat, OQ'Ol SS 0%
, , ~ 20 ° ~ o SA MH ~ 5624 ~ , ~ I ~ + ~ ai ST 1+30 I m l . _ ~ N ~ ~ ~
u 2"SgR21 PVC POLE W/LIGHT WATER LINE (ACTIVE) s" 9goPVC C . , C/~ ' ' ' - _ I N N N Cry! ,a l d . I TBM ~6 d ~ 4 N + t1• O ~ 0.7 / / ®Q AL r- «r.. ~•.1
' , . .j Q ~ ~ P t/)N~ }-Q N N r,. r ? 6611 RR S IKE IN B!C ~ N, ~ er 4 N / N / _ o , . " „ / ' I ON vuEST SIDE OF ~ 54 1' STA 7 97 3 r~ rr • s TBM #9 TOP' °a re
I S<'...~. , Q. POWER PALE OPP CABLE gOX Q , ,~f ~ I INGLESIDE INT. ~ . g$ , TBM #9 y ' dJ ~ I ~ ' $ i RR SPIKE I. Q~ ~a ' ~ J 1325 5+52 $ , f . I W! BONNIE BELL I g r, - _ ~ 5 ` / i RR SPIKE IN SM 000.0
I EL. 240,36 T P ~ C1B 1N S '~i . J 238.8 n .'..'c.,m , . ~ ) „W - - CORNERCI . ~ ! 0 ~ I I .230. + _ ~ N / @ CIB IN SW J w ~Z CORNER OF INT. 4? /Q • • ,
..~......Q4~ .c~.. ~ I ~ a.9 R , OF BONNIE Q, ~ , _ , A 5 3 ~ & GOLF OF BONNIE BELT. & GOLF
` UNDERGROUND ELECTRIC PRIMARY p FIRE HYDRANT (CONTRACTOR TO FIELD VERIFY EXIST. ~ ~ ~.e... . WATER & BURY DEPTH. BURY SHOWN IS ' '.~.'.'..'..e..'.' ~ ) a +n N `E rte, C EL, 244.09 I I ~•N .~r ~ / EL. 241.09
APPROXIMATE. • SAN•~RH..... , g / ~ + ~ 4 UNDERGROUND ELECTRIC SECONDARY ~ 5'~A~7a zo ~ ~ I ^N"~ +~v dim , w I J axc ccavcc ! w d N N ~ + tl' ~ MN 2.$' \ 5~A$ ~ 6613 ~ S / I ~ ) + ~ ~I qd NN 2 ~o FHSTA6+. t20 0 { I J ST 4 71 -.1 th h I I ~ STA4+76 'fOi' 6, / FH STA 6+30
' 0 . .o. 0• I a I 1 2 L EL. 2a6. j ? ,3s T 237,4 N tt rc r~ O 2 1 . I . i0 I ~ 1d+87 It`d , ) ~ 137 6627 N I g (4.5 BURL ~-F Al L EL. 246.30 W (4.5' BURIN TOM
oM 1.... ~ ` ) ~ I IN .230.0 A + 6629 6623 'CP z \ ~ 1.... ~ ~ c~ I J N i 19 6619 2~ ~ \ I w ~ 65 ZOP
OVERHEAD POWER LINE WOODS LINE , w iRMISFOI6,IER (tYPj Bp 63 • ~ r I NNI I (D r
POWER PALE GUY WIRE ~ HEDGE ~ , . . e ~ ~ J I . ~a ` I ar o„ rr~ 1 ' ~ / ~ I 5T 4+44 I S ~ -w..... tl gx44 fi ~ ~ Er , c>; T 237,0 30 ~ ~ ~ g1 ~ 209 m Lo >
...~.....r....... ) p 2. J ~ sa , SAN MM a I S t t 1401N .230.6 ° - _ _ ~ ....r tS ~"Qo I ~ i I - ~ INS ~ < 44-
UNDERGROUND SERVICE, 2/O GABLE .....®......e.... BUSH ~ STAB+80 a { ~ SAN ~ { I A 8+55 e.'.',•,•,'.'.•,•,'. ~ I J 206 \ 00
n v I I a.. B~ \ • • • SB , ~ Cfi 0Z ~U~
e . UNDERGROUND SPARE: CONDUIT . . , ' e , S \ I _ I- _ _ ~ Stephan E. r ~ w?fa 62 0 , I , ~ 'rya Desrro M: er STAB 19 ~ 57 ® 1 i 15 '00 „mom"""
o. ' SILT FENCE ~ • , , , , , . a ~ ~ SAN M 18 J= ~Q D.B. 2981, . Of'39 o I ~ r'? zz 11 . I FH STA 2+70 ~ 3+49 + ~ 660fi 9498-54 280 1'(7P 224.1 STA 27~ ~ ~ I ® I 5TA 0 0 ~ Cu x 0")
. • I FL L. 33.5 T 236.0 R 169 170 INV3't9:1 \ I E 2 2+48 141 ~ ~ TOP25.~ t I ~ y . ~ ~ . >d . I (6 BURS I 144 INV 228.5 . ~ ar , ® INV2a ~ 1 0 0
FENCE -x---••--a~._ . I r~ , ~ I I BURIm nM~ M o I 6602 , TBM#7 I YdARN N N N STA 7+ 2 I ! a ~ si ~
GAS LINE . y. I 1 RR SPIKE 1N BrC I Q Q a 0 , ~ I ~ I Cd~BLE I~ o r~ > ~ ~ ToP 221.s a , ~ ~ O x~ S~A7+9 . I ON V+IEST SIDE OF - UJ t- _ ~ ~ z , r,• , fro \ c
-,-Y----.~ 0 CONTOUR zoo--._...._.,, . , ? ` . ` lNGI.t.7!!1k (t~ iN l ~ I ti ~ U 1 t1t'L;l .tf e 1 ..'1.'.'.'.'.'.'. ~ W/8198 CT N ~ ....0....... ` ~ ~ I f qQ ~ / NV21 .
SANITARY 5EWER W/MANHOLE . . . . . . . . 6 , ~ 3O 1~iV1" , I El, 229.40 cayc. ~ 't 171 ~ ' ? ~ I I ti f ~ ~ f ~ tt / ? . ..1 . ~ ~ I 148 i ~ ? ~ 58 ~~iaa
IRON PIPE . . ~ q I i s A 1+98 w / ~ ..........'.t'.....'!', t . 1 I fo 13 ~ Rhonda 1 a I a ~ r P2zg. 6o P ~
STORM gRAINAGE PIPE - ~ , . ~ . I ! .B. ~ r I ~ ~ ? 1 .'1'.~.' ' u~uN~tw~ IM , 222.0 ® rA , , . , SAN•NI~I.'.' J I 9498 -9243 21~ 6+ ® f I s r i
PROPERTY LINE (ACTIVE) _ _ _ _ _ _ . . . ..1. srA.tx+~A..... u~rs ~ A21 ~ ~ . - ~ s a ~ ~ ~'ef I- a ~ t . . 'O . ~ ~ STA,1 66 1 ~ 14 p 5 ~,~'S ~
E T M MA H E ~ S OR N OL ,.V.. f D / x ~ 218 I f c~ .a ~ •5 , t . . . ' ~.r,` ~ ' I i ro~22 0 ~ / w N Mw
PROPERTY LINE RECOMBINEp _ _ _ _ _ { ) . . . . .1. . ~ . f ~ I I ~ ~ iNV 223. 6609 17 SAN MN ~ 4.5 ~ . . ® I ST'A +1g S?A2+10 / ~ SrA5+87 20' EX, I ® I ~ ra 220.3 ~ SAN M ~ - -
CATCH BASIN ~ ~.'.','.~.~.~VE~I.Af' E .i~, . q , . 1 lNV213.5 m ~ / SAN MM ~ ~
t ~
' STA 28+98 CLEANOU7 CENTERLINE STREET STATION 100-YEAR INLET' PROTECTION ~ TQP 189,2 F~ppp . YEAR . . . . 1,.... , , , \ S..~ . ~ f „~'y' / ~ ° I~ 0 . , , , , . I Stephen L. Young ~ wffe w 5 . ~ / Ste iM Shaffer do wife
APPROX. CLEANOUT TOP CAP ELEVATION INV 183.9 ELEVARpN CLEANOUT INVERT ELEVATION . ~ ~ c 155 I Nis ~o aRr '~i ~ ~ 4RON . \ . a Mai A. Young f c+ , ,f• s ~ Dasin3 h9. Shaffer , , , . ,1. I S7A 50 16 w g ,r . . . f W , D.B. 5 80, Pg. 0838 / , , ~ 1J/ D.B. 2981 P .0139 offor wife Shaffer
JUNCTION BOX p~~~ON$'' I f rpP ° o ~ 9 P 0 . p , ~ 156 9498-44-7101 a / , pRrl NS OF.pUr~ALi. r •8>a ' . 9498-542201 ~ y ~,?,o ~ 15 `a. \ . , . S A 0+18 aer ,(~N 209.5 / / 39
* L N T TOP LEVATIO IS PPR X C~NSTRUC C EA OU E N A 0 (MATE ACCORLIAP . . cpNSrRUCrEa1r~~.... , , . , ~ f o ' g ACCOf2DANCE'1MTH.rHE . . ' , I r P209.4 '..;r.. 'o ~ Q
AND SHALL BE ADJUSTED ~Y CONTRACTOR NA710N4Vip HEADWALL TO CONFORM WITH P.W.C. STANgARq SEWER USCE NA1'IONWiDE r~Er~air.'~izo~' , , ~ ~ .
LATERAL gETAIL COVER REQUIREMENT. ' 1Q0=YEAR'Ft00D' [,INS ` , 97 ~a, ~ J ..O...f,', 8, , a ~ 48'8° SAN MN ~o°.
(NO SEPARATE PAYMENT) ` DROP INLET ..............................'d.. ~ STA O+Oi ~ . . ` I . ~ 105 ~ ,~,,.....'..r.'. ~ ,,..rl. . ........................'.'.'.'.'.'.'L'.' T ~ • . ~ Cary 0, white do wife
, , ' 4 . . f""' , ~ ' '.~,,;,;,r:,:,.:~..» Aioszalla F. whits
~LqW ARRgW 1? nTCe . , , ' ' . D.B. 2670, .(1342 . .'........'.5TH'?*$d'.'.`.`.'.. . ' .~Nc,SRN M1~ T"~` .A"'3t5D'.'.'.'.... ...,'.........~.'.1 m.~ s
I ~ f
TELEPHONE PEgESTAL a.
HAND AUGER 50iL 80RfNG i ~
3 d UNDERGROUND TELEPHONE --'---~-r ' , ' ' , RR SPIKEIN 9tCON . , , , . , ~r NOR7H SIDE OF
FF -FINISH FLOOR HOUSE W/STREET . \ / ~ PADDE,EWFIEELNEAR
GRF -GROUND AT FRONT 5105 o~ ADDRESS NUMBER TELEPHONE POLE GRR -GROUND AT REAR . L . . r.. ~ END OF PAYEMENI' "4.. . `t......~ .....'~1.192.31'.'.'.'.'.'.'.'.'.','.','.'.. ~ .r , ..i.~.'.. , . 'r.. . ' r 4~~,R EL. 202.66
, , iA1T'180.08.'....'.'.'....'.. ' s ~
WATER PLUG I . ~ ~iV.t~W.B"~~1.186,58 ~f. ,.li9gP, ~
REQUIRED "PUMP° TO 1 '.t~ LOW PRESSURE SEWER '.~','9ffN,1Y.'i~1N".18p:1Q~..'.' .®I'.'..~ 2° SPARE
tATERAt TIED INTO MANNOtE ~ • ~ ~ Heotor Santana 8s vnYe~ . r...•~C9Pi~ IX.' ~lli,fQR 8" ~C,1~ I'..... GoNDUIT D+anora Santana ' , $ ~
WATER METER ® • D.B. 3204, P .0298 j ~ ~ I 949 9 '.',~TiA1!iDS.....~.. , . / / MH ~ ALLMArER1ALPpRSEWER I 8-43-8836 , , , . . , / / ? MAINS i5 SqR 28 PVC UNLESS FOR SEWER
WATER VALVE 0 100 ~ srA2+o9 ` ' ' , , , , ' , ~ prHERwiSE INgICArED As pi / / ~ 1a1 26 PVC UNLESS
~o0 300 - FORT B RAGG . . ~favc`nLE IRAN)
MiLlTARY . ? / /oEeR1s R RVATI N - ' ? ' ' ~ v SSE O BOOK NO.
t~.,, i iiacMr L. Rod ` uez, Sr. & ! ~ i nq .`t, • MH ~ to ~ 'V f SHEET
t~ra hic Scale 1--100 p ~ Hector L Radrique=, Jt. pi, y~ , . 00 , . o+9g I D.B. 4388 P .0194 ill 190,01 . ,
I 9498-43- S1Etf 179,81 . , Q ~ t+~ q~11t 8" 91 18O.Q0 ~ . V 2 OF 30

I'
Drawn by Bedamin R. Lennon
Checked
a ~ ~ ~6+ <7 1- David E Vaughn,PE,PLS
w, Reviewed J. REITZEL,PE,PLS
Date
1-14-07
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~ N ~ r ~ 4 L1 rm a n -LUIS CJLIVE RA 2• PARTIAL ~?~ILITY PLAN, NOTES & LEGEND 3. PARTIAL UTILITY PLAN f ff f~~ ~1 ~
j ~'Pd q R ~ ~ York d ~ t.d A,,, ; E~fl ~ "~ya`~ d ro L a a~ CP ~~f ~ NedrlGk
F RnC Star off, ~ ~ i N ..~p4 ~ P a PQ, Thorrl9o'k lY' 4. PARTIAL EROSION & SEDIMENT CONTROL PLAN V
nh ~ 4{ y a 9 ~ ,a
a a d 9f sh ~ a i rm a n -MICHAEL G . LALLI E R 5. PARTIAL EROSION & SEDIMENT CONTROL PLAN
i ~ Gr ¢¢Q N Sack xG~ C r~ Klsc Dr ~ m ~ 6. EASEMENT "A" STA 0+00 TO 14+00
w ^ r ~ t¢ Rd Rd m dh ora nr I ~ _ n « y ~ Pn µ °n ~ ,r\ 9 n t h a S Crown A a e y mx ~ 3 a ~~Fo- P~¢ .
a pp~ } d , Q z ~ °h i E 7 ~ 4 N a~ 5f c reta ry ' ~ ~~Y 7• EASEMENT "A" STA 14+00 TO 27+64
~ ~N a d ~ r ~ ~ ~ ¢t ^ ~ P ~ d Telfair D ~~p\o ~ F a n r0 t Y i'drJ~ 1• 8. EASEMENT "D" & "E" 00
~ ~ ' q Agcot Dr 3ro rE?e d ~a<
' 9 ster Deer~ond Dr ~ € Godfrey r S,, x y'` o o: ~ Paxton Dr G 4 ~o~`¢ f U s ; ~ N ~N - TE R R I UNION 9. EASEMENT ~~B„ & ~~~p a U Zo
a o s n n~ m a a„ d 7ti q ~,~%er L. u Br9dg2no i ~ a s r ~ Sa 6~ nCTr as u re r 10. EASEMENT "F" co x 0)
A`nbtrlYwo pr 4or~t`o br 1^0 a Q^a 9 ~h P ?Jh p Mo~'a pr ~ .eR ~ fed Q`o ~ a ~^a c 0
Ra n m Q r¢~rn q~ A g o s c F a d $A ~ ' able o pvpryr, ~ o o r rN \ ,~x¢ v r, e CD W
( fba a ~Qo ~ ro a ( 1 _ _ Clif ~ 3~ C ~ a n act e r STEVE B L.AN C HAR D 11. INGLESIDE DRIVE STA 0+00 TO 10+50w 12. INGLESIDE DRIVES A 10+50 TO 23+50
State ry 2653 ~ 4 a 4P d ~ 73. INt~LC~IUt UKIVC ~ IH L3+~V 1 V :its+UU r= cc~~'- J
e Dn _ Ci L a` ~1rt8 ~ 0 oo r r S o Tucson D ~o r ~r~Pn ••~--U.CL(L
~y A ~ ~ L ~ k; Cnr 4' FjyP Z Q' b+NgAt r da ~ ~ SRlbyn Q d ~r na 4m ~ N ~ a Irma Z Conghor ~ 14. INGLESIDE DRIVE STA 36+00 TO 42+24
C ~ m kP~p o n r n yQq'~,! y`/ennn E v ~ dH t Ct ro L ° h Dn ~ 15. FERNCLIFF COURT & BIBB COURT
' Kp a ~ a
5 Ca1~ ACUS 'L' .N Z r S, A~ vc s. ¢ c a' 16. BONNIE BELL LANE
C Ca 3 y Ba rn Ar ~ k ua > p 9~ y Po I,. z t^ a Eris 17. GRIST MILL ROAD
~ C / C ~~'n Dr p x BOnnlp ~ k Mor o Glen x r o d Cane .r ~ 9anton Raad ~ CgnY mn
~ ti ~ peg 3 n a a z IJr ~r ~ y ~ a o i 18. BREWSTER ROAD AND BOLIN COURT
aa`~~ a F U m P i ~i Rock Ca o Dr m ~ v Q N ~ 19. SELWYN COURT z
n ~ a s dh c 0~ o COiren v ° rQ s w a~ o ta~ AY TTEV E LE
Rrp Inood N~ C J S Ngd¢e h 3 L L ^s 20. BLOOMINGDALE AND BETHESDA W?
p 3 21. JENNINGS LANE
~ p yr ~ tha ~ kittr;d 9a• sPti ~ k ~ Rd ~ 9p Dr ~ ro n o
Iv C z 'y 4A a d
x Wo ~ ooh ~QrnPlt ws t u W r t S chi C o adswo i o Waxhaw Dr z ~ ~I !~I E~;AT I ~ 22. RAMONA DRIVE 23. C FB RN D LIF OU E RIVE
f ~ ~ v Shprro ~ ' Glpn ~ y D o ~rpW nr Jarvls
~ m Pay' ~ i S r ~o r PL l.aRu Fl Wlncnp'st ~ Sao N~ta,~" Dr 24. HARGROVE COURT AND OVERBROOK DRIVE
f R ~ _ ~o- .NlWprnlo Tarhpe Ar shQ.o yan $t a ~ ~ ro~ Can Desno Dr Mc Fa
A ( Tuckar4o n L e 0 P ~4 q town Torrn 0Y A nce nnr on r' ~r F o~9 s Gpor ~ $aldo h ~ 64n A qar ' y ca Dadfn Nix Rd
~rP r b i d Alnste t or0 c m 1 ,~2w n C c o-~ ~ 4~ Ytttery 4a e N ~ - LAS ~;A N G E 26. EROSION CONTROL DETAILS
o Q m Lansdowne Rd k~ ofyy Pled 4a ~ d 0 < \ C 1 M r c+t 1 4 ~ryyn~e ~ Bertra ~ Qs ~ A vas grotto" ss 27. SANITARY SEWER MANHOLE DETAILS
and t ~~n ~ ~x°Q erg ~ ~ P ~ Glstrep PI
~ a` rd Harnon Pl kF ~ ~ / ~0 ,.._..-n-----' ~ ~ 00 4 w% s Ri~A§~`Qs~ i gart~ott Ct` i Dahtgrpn Avp 28. MISC. SANITARY SEWER UTILITY DETAILS
JnfFpr. ~ ,D ~ Dalton Rd y n 1 w Vp ~ ~ COrnls t o
~ J B D I V I S I CJ N 29. PAVEMENT REPAIR AND TRAFFIC
CONTROL NOTES AND DETAILS. a
30. WATER DETAILS
t i
I 1 G Y SCALE
~ i
BOOK NO.
SHEET
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1 OF 30
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