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Home My WebLink About20021151 Ver 1_Site Plan_20020718 (2) ~ ~ ~,p L/p ( N/ ~ f V PB 113 PC 78 f N1M,gl9: A~aO X10' OgRO a~us<~, RTH ~ ry, ~r OF NO B9 - ~ "J CD t1 EXIST'N~G CONDRIONS A~ < ST ~ zse . ~ ~ CD t2 SITE LAYOUT PLAN ~ CD t2A SITE LAYOUT PLAN ~ ~ CD t3 GRADNVG AND DRAWAQE PLAN J CD t4 UTLITY T ~o RIVER PLAN ~ 8 ~ Y INC. .Y.INO ~ ~ i i - m~'~0a VALLE , sr~T> P,+RU CD t5 SKaNAGE AND MAPoCM~G PLAN ~ E 10,,~s ~ 0 RIVER - e o . THE EN f ~ tad?ciiF tAse~r. ~~~,4e Ac~> , Sri / ~ t~ r CD t6 LANDSCAPE PLAN ~ ~ ~ ~pN OF ~g , $ ~ ESERVA , CD 20 PHASE I EROSION CONTROL PLAN + 4 a THE PR 2~ ~ ~ ON FOR r~ TR A ARE , ~ i TM r . o CD 21 ROSE OF SHARON RD EROSK)N CONTROL PLAN SOCIA TI e ~ 1HE AS a~ 352,891 ~ ; ~ s~ e~ CD 3.1 PUMP HOUSE RD -STA Ot00 TO STA 11+00 ~ 90 0 F ~ ~ W a ~ ~ 1r.WMf~ R Yd .rat"'~ CD 32 PUIuP HOUSE RD -STA 1tF00 TO STA 22+222 COAlP EASEiMEN , ~ ~ ° CD 3.3 KING FARM RD -STA 0+00 TO STA10+55r81 ~ , , ~ ~E sort a ROSE of s - ^ ~o ~ CD 3.4 SEINER S1UB-OUT - tuH ~6 TO I~Fi #3 _ ~ : rEn~wr~nr.) f ~ ~ ~ RAN'A~S~(i1P.) Al~'E~ ~ ~ ~ ~ W ' L~, ~ H ~ CD 4.1 DETENTION POND - ! r 1 AQJET _ CD 51 DETAILS ~ > ~ ~ t CD 52 DETAILS ~ , SPX LUDJNG DEED OVERLAPS) ~ ~ ~ ffi CD 5~3 DETAILS f ~ y , ~ , ~ ~ ~ " ~ DB 1336 PG 719 W DETAN.S ~ ,z ~ , , our' ~ ~ ~ . ~ d 08 03 30 0663 0 r-~' ~ s U ~ ~ TM 773-O1-0038 0 VI INITY MA Nor ro scACE CD 91 ROSE OF SHARON ROAD NIPROVEIuPNTS . ~ ~ i2 , ~ - D ~N ROSE OF SHARON 3Tfi~l(` PLAN ~~~2, . • pip vt.>:' 1a aM/ AIEU,s~ R'~t'tt ~-r'~'~ / ~ ~ .G ~ H r p1ik1V1 USE i : ~ 18 p~ F4 l L: ORR ~ S`'l t~, Z 4 7 I9Q - ~ S 00575" E o• ,4` , z T--- 3. P9 ,4 i za: o ~ ; ~ _ Pc ~ ~ o ~~a„ A`" ~ ~ Z ~ ~ ~ o l 'r7' ~'1 , . ~ ~ S 8 ' 4i c '1 ~ b,. v ~b ,c~'~ ~ - ~ \ i `IVEU~ RI .r i. - 20, P~!~ . v.a.. ~:d:'r..~ . '''r. z--~-`-r- f •Sl'LAM r r. ~ tJ asa~r' (J ( ~mMC 9-29 ~ a. r ~ , ~ (2j ) 4) a~ x-ao wuossxESx r-e d' N - - ~ ~ A ( ~ l h ~'~„1. ',jay . . _ . ' it ~ 1 < ~ re 1grr~. ~m c-e aroma use ~ 0 ~ ~ 8 ~T~ , '4 0. _ CY16iT 1liF p ~ AYi~A: R-10 ~ ~ 0 ~ `~~o~c; ~ ...c 1 ~ y ~ MITER4'ER H 0 1~ AAK ' ,24711 _ _ « a " . YCAA ' t . ~ a.~ ,f ~ I ~ i. I r "r ' z" FAIrY W ~ CASE NUMBER D01-565 0 ..r ~ , - B ;r / v r ' 'af ~ W j ~ Z ti. ,f _ ~ I o ~ \ o \f~ 1 / _ I ~ ~ `1 n ~ ~ 'xi: ~T ~ MARYWOOD APPROVAL STAMPS ~ ~ ~ v a _ `t L1. ~ s~crrcw s fxocx ~ ~ 3 o \ - ; r- ~ I V , ~ (f0r BINIAWG SE1BAgf FRAU BUFFER) - o ~ -v ~ z1•ouu c R 16. Q A / ~ P8 9D PC 99 W S~ _ _ ~ \ ` g3~ 'ter `;,,y `C 2 , _ , , _ ~ k ,w ~ \ r' 1 ~ o' _ _ ~ . _ _ , - , Fem. L ) ~ S , 97~ - Q ;II C 1: . _ - - _ ~ i 2a• S A \ _ 1acuv ~ ~ , v ~ ~ ~~1 , . _ , _ , < ~ rD'' ~ ° 18, i ~ ! ~ ~ ~ ~ y, . > 1pWG R-C~-I ~ _ , 30• /E oe~y 'a --o zs~waiEw ar( : - , _ . ~ r i _ Isla 'walEiv o / o ~ _ ~ 18 P ~ ~ 1 , ~ ~ irly 0 / ~ V" \ ~ 450 ~ I ~ ' ~ S .Y i. s R` , - o ~ ~ . y ~~~u' ~ p0 l ~ _ , ~ ~ i ' 1B , f ~y0 R1~,p~" N , 19 1.) . ~ ~ ~ 9J PG 01 ~ 6o d" 4 B R I - y ~ ' , 9e PG 8S g.5 ~ LLI ' ~ ~ 0 207U ~ OAIf' ~ . ~ ~ ~ ~ i ShED ~ / _ ~ i - ` ~ ~~i J t / r 0 i ~ - ' ~ ' UtUlY EASF~NT (OI,KE P,7MDt) . s WJ N i ~ U g ~ ~ n _ ~ M1.413214 J LLI Z ' r r' ~ (1j Z i I i OUTai17.B7 LLI ~ ~ 2ar~ J ~ ~ - waearac E-B IXWIRDL CQt'Nl17 20AIIr: i`~ MOERSr@ F9 MI1~4Z'i PB 9J AC 32 ai~11r ~ emnnoWS~n ' ~ N~iVT ~ ~I!/SSWIlf i~IIY / r PB 9b PG as ~ ` ~.,Sda{ SIPECIAL OF APPROV ~ g $ ~ ~ armor ~m aurrran ~ 5L ~ i ~ ~ MII1~ H ~ i pA~71r t5E I~NW/~A1E AY!)' ~ a SUBMIT 3 SETS OF CONSTRUCTION DRAWINGS TO ENGINEERING FOR REVIEW F- ~ ~Q ~ PRIOR TO APPLYING FOR A BUILDING PERMIT" ~ ' ~ ~ 'MF111E ~ ~ ~ ~ ~ ._i / +a~rr ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE - a 440 / a+ 9 ~ 18 WA/fR / OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE" i ~ \ ~ ` ~ - MARYW000 EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION ~ ~ ~ i ~ srcluw 1 BLOCK ~ J'J~ WILL INCUR A #100 RE-INSPECTION FEE. PAYMENT MUST BE RELIEVED BY ~ 24'WA Oul y PB 93 PG 32 '43• n ' _ \ _ , 01J'~~~ THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO REINSPECTION. ~i ' •NHIlE I ~ ~ ~ ?0"WA OAKS IMPERVIOUS SURFACE CALCULATIONS FOR PROJECT SITE TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE OR ISSUANCE OF A GRADING PERMIT. c E e• M YNN EDWA SITE AREA: 1,403,765 SF (32.226 ACRES) ALL BUILDINGS ON THE SITE ARE TO BE REMOVED OR RELOCATED OFF-SITE RDS , ~ - _ . s , , na slam. oe 32o ac 301 p zcNwc x-2o ROW FROM EDWARDS PROPERTY; 30,063 SF (0.690 ACRES} PRIOR TO THE APPROVAL SIGN OFF OF THE FINAL PLAT. PB ?3 PO II 6 . i NN1E1t9EP E-B I I AW 814-p3..J0-7 C6Rd'M U6~ ~E fA1lY OY6 \ TOTAL PROJECT AREA: 1,433,828 SF (32.916 ACRES) FINAL PLAT AND DEED DEDICATING RIGHT OF WAY TO BE RECORDED PRIOR TO o I ~ ) ~i I TOTAL PROPOSED IMPERVIOUS AREA: 343,040 SF 7.875 ACRES) THE ISSUANCE OF BUILDING PERMIT. o ( r N 'I ~ . , PROPOSED IMPERVIOUS PERCENTAGE FOR SITE: 23.9 LOTS WILL BE GRADED ON A LOT-BY-LOT BASIS. a SIZE BEN[a461ARK rtp cr caraeEtF ~,WVrr ~ " ~ a ~ Sao DOCUMENTATION THAT PROPER LEGAL PROVISIONS (INCLUDING ATTORNEY'S PROPOSED IMPERVIOUS AREA CERTIFICATE) HAVE BEEN MADE FOR THE ESTABLISHMENT OF A HOMEOWNER'S ErFV~naM• Iea1e 11337 ~ - ~ o / STREETS AND SIDEWALKS: 102,940 SF (2.363 ACRES) ASSOCIATION DECLARATION OF COVENANTS AND RESTRICTION FOR THE COMMON ' w•IS3~. , AREA AVAILABLE FOR LOTS: 240,100 SF (5.512 ACRES) AREAS FOR PERPETUAL OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED I ~ / N Z i I TOTAL: 343,040 SF (7.875 ACRES) IMPROVEMENTS AND IANDS IS REQUIRED AT THE TIME OF THE FINAL PLAT. ~ ~ ~ t ~o En our ~ ~ ~ o BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT "9 ~ i AVERAGE IMPERVIOUS AREA AVAILABLE PER LOT: AGREES TO CONSTRUCT SAID IMPROVEMENTS PRIOR TO ISSUANCE OF CERTIFICATE \ 4v~ ~ ~ ~ ~ ~ o° S ~2 ~ 1 • rex zs 240,100 SF / 49 LOTS = 4900 SF PER LOT (0.112 AC PER LOT) OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLANS AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM IMP RVI RFA A C TIN F R WAR LOT STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT d~ ~ + 8~~ ~ i 18'W IER 4'WA1ER ~ '6 ' ~ ~ 11321 LIMITED T0: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH 467.9 , s O~ ~ _ tiL 2 ~ 1'E'.A(Y~i PM'E , \ ~ ~ i 26•AU 1 M BYir! ~ 132 773 SF 3.048 ACRES INTERSECTIONS, ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ~t~~55„~ ~~a, EXISTING LOT AREA ( ) ASSOCIATED SIGNAGE CURB AND GUTTER COORDINATION WITH OTHER PROPOSED '~i "aj . i sr • ~ . . SS m7~Y9'~ ~ ~ 4•RED OAK! an a 0 p ~ _ , B 1 EXISTING IMPERVIOUS AREA: 11,133 SF 0.256 ACRES o`~ QSN R ~ ( ) ROADWAY IMPROVEMENTS AND BIKE LANES. THE APPLICANT ALSO ACCEPTS THE ~ ~ ~a~ 1NY 466.3 RW IN IMPERVIOUS PERCENTAGE: 8.4~ ` ~ EXIST G FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL RIGHT-OF-WAY ~ . ~ TOWERCD C. ~ ~ 15 RCP OB 135? PC 1 NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED ~ _ Io•.wz2' w c~rrrrrr a~sw/ 1 PB B PC 181 ' rfa.r~ suM° P1.NA~ zap R ?d e POST-SUBDIVISION LOT AREA: 102,710 SF (2.358 ACRES) SIDEWALK CONSTRUCTION. ENGINEERING DETAILS REGARDING ALL ROADWAY A[ I C,N~Yr w08PSl[D: F-8 ~UIV 185,5 60S NGWI / < 10 AO~t POST-SUBDIVISION IMPERVIOUS AREA: 9280 SF (0.213 ACRES) (9.0%) IMPROVEMENTS WILL BE ADDRESSED AT THE CONSTRUCTION PLAN STAGE. ~ 19 S ; POST-SUBDIVISION ALLOWABLE IMPERVIOUS AREA: 24,650 SF 0.566 ACRES 24% _ _ ~ y ; ( } ( ) RIGHT OF WAY DEDICATION SHALL OCCUR PRIOR TO THE ISSUANCE OF ANY ' ~ $ ~s~ ~r BUILDING PERMIT. A COPY OF THE RECORDED PLAT SHALL ACCOMPANY THE F~+ .~f ~ ?r 0 12 PbC ~t FIRST BUILDING PERMIT APPLICATION. Wlj~ pM TREE COUNT IN SAMPLE AREA i ` I ' ' 80 0 80 160 240 ~ THE DEVELOPER AGREES TO FABRICATE AND INSTALL ALL SIGNS AND PAVEMENT ~ *Y e , 'p0 ( 1- 9 < 2.5" ~ 2.5" MARKINGS AS ARE REQUIRED ON THE STREET SIGNING AND PAVEMENT PLAN s tit ~,a F ~ _ > APPROVED BY THE CITY TRANSPORTATION DIVISION. TREE TYPE ~ ES CALIPER TR ES CALIPER THE AVERAGE IMPERVIOUS AREA PER LOT SHALL NOT EXCEED 4900 SQUARE o~ F Scale 1 80 ~ o~ HICKORY 2 2", 2" t i2" FEET PER LOT. ssti ~ ~~A~'~9 PROJECT NOTES: BEECH 2 2p, 2" 3 3", 3", 3" RECREATION OPEN SPACE REQUIREMENT WILL BE MET BY EITHER PAYMENT IN Dawn SPB, dSA y a ~,,~Ao ~Qss,. ~ ~o s r~, \ -TOPOGRAPHIC, BOUNDARY, AND WETLAND INFORMATION ON-SITE TAKEN FROM A SURVEY ELM 1 2 t 4" LIEU OR PUBLIC OPEN SPACE DEDICATION AT THE TIME OF FINAL PLAT Checked ' ~tA ~ ; PREPARED BY PHIL RILEY SURVEYING, PA GATED 7-31-01. OAK 0 1 26" Dete 5/30/2002 9 '~'p R1N-161.9 , yo 2 \ -All development within the floodway and floodway fringe, including fill, new construction, substantial PINE 0 t 14" A 20' PARKING SETBACK IS REQUIRED FOR EACH LOT TO ALLOW ON-SITE Revlelons 7/a/o2 substantial ASH o t 6" VEHICULAR PARKING PER THE LATEST CITY OF DURHAM ORDINANCES AND a/t3/o2 ~ ~ ~ y improvements, manufactured housing, storage of materials and storage of toxic or flammable enable SWEETGUM 0 t 19" POLICIES _ ~ ~ substances, is prohibited except as provided by applicable Flood Hazard Regulatlona. ~ 'y .R Flood lain elevation s 344 ~ p P ( ) Oocwooo 1 2" o 2 Floodplain zone X T. POPLAR o 2 ,6", ,6" RESOURCE PROTECTION ORDINANCE ~ ~ FEMA map number 3706300054 G, 3706300062 G INV 458.1 \ WW/33.9 ~ ~ ~ FEMA map date FEB. 2, 1996 OPEN SPACE RE UIREMEN~S s, ~i - 50 foot wide undisturbed stream buffer each side of stream, measured from top of bank. No clearing < 2.~3" ~ 2.5" -FLOODPLAIN PROTECTION: THIS SITE IS NOT IN A MAPPED FLOODPLAIN. THE HIGHEST BASE nk. No clearing CANOPY CANOPY CANOPY F100D ECEVAAON !SAT 344 AT THE ENO RIVER. FEMA MAP PANEL 62, 3706300062 G, FEB ~~7 s,'~.`~'~ or mdin other than selective thinning and ordinary maintenance of existing vegetation perm,tted. REQUIRED OPEN SPACE 9 9 rmstted. ~ COVER COVER COVER 2, 1996. ~ TREE TYPE TR ES S FT x OF TOTAL TR ES SQ FT 9. ' RECREATION OPEN SPACE (PUBLIC) - 28,175 SF (0.65 AC) ~ G - ' n ma be wired from the DEHNR and the U.S. Co of arils of -STREAM BUFFER: THE EXlSANG CREEK TRIBUTARY HAS BEEN SHOWN W1TH A 50' STREAM N P 17 F 0.65 AC ~ Z State and federal pertnd authonzatlo y roq rps SUBDIVISION OPE S ACE - 28, 5 S ( ) Engineers prior to the commencement of any land disturbing activities in or near a lake, stream, creek b stream, creek, SAMPLE AREA 6 679 SF 1 t 6,500 SF BUFFER (EACH SIDE) MEASURED FROM )Hf TOP OF 1HE STREAM BANK. 2,500 SF 100' CITY OF DURHAM STREAM BUFFER HAS BEEN SHONN. -NOT RELEASED CLUSTER OPEN SPACE - 395,412 SF (9.08 AC) w e tributary or any unnamed body of water and its adjacent wetlands. TOTAL OPEN SPACE REQUIRED -451,762 SF (10.37 AC) \ N/w~•7 -Flnal Plat and deed dedicating Right of Way to be recorded prior to the issuance of building permit. iildin it, EXTRAPOLATION TO 1553 917 502 SF ~ 9 P~ TOTAL SAVE AREA 847 95,789 SF ~ -S1EEP SLOPE PR0IECIION.• THERE ARE NO AREAS OF STEEP SLOPES ON 1H1S SIZE. ' PROVIDED OPEN SPACE -The location of the sidewalks shown on this plan is schematic. A City of Durham and/or NCDOT TOTAL OPEN SPACE PROVIDED - 691,878 SF (15.88 AC) ~O encroachment permit is required prior to any construction. After obtaining the required permits, please ~ N T 352,891 SF Sheet Title or CDO \ ~ contact the City of Durham Engineering Construction Inspection office of 560-4326 for a permits, please 17 TREES TOTAL 35z 65X -WEl1ANDS PROTECTION: )Hf W1'ILANDS ARE PRIMARILY LOCATED 1N IHf STREAM CHANNEL a TOTAL CANOPY COVER 99: 91% AND TOTAL .722 ACRES d`~4' I vi it rior to an work an the ro sidewalk. . \ NOTE: RECREA110N OPEN SPACE REQUIREMENT WILL BE MET ~ C~ pre-constructon conference and fie d s p y p posed 1,013,291 SF _ _ - - - rr rt'~ s. ~ rQ~~ rnv~Qer~ AQ~c~ave rrnnJ BY EITHER PAYMENT IN LIEU OR PUBLIC OPEN SPACE State and federal permit authorization may be required from the DEHNR and the U.S. Corps of :Orp9 Of rr~LL vvr~r~~ v~ r r~L.~~r~rnrrvrr DEDICATION AT THE TIME OF FINAL PLAT '"w4493 Engineers prior to the commencement of any land disturbing activities in or near a lake, stream, creek, tributary, or any unnamed body of water and its adjacent wetlands. e, stream, NOTES 1. SAMPLE AREA IS 50' X 50', AND LOCATED ON THE EXISTING CONDITONS PLAN. SPEGIhEN TREE-5 (OVER 18 CALIPER) ARE 5~ ON THE EX157IN6 GONDIT1005 PLAN TREE COVERA6E FOR AN INDIVIDUAL TREE 15 DETERMINED BY THE TREE'S ROOT ZONE 2. TREE COVERAGE FOR AN INDMDUAL TREE IS DETERMINED BY THE TREE'S ROOT ZONE PROTECTION PROTECTION AREA, A5 DEFINED IN THE TREE PROTECTION ORDINANCE. TREE NOTE: -NCDOT Driveway Permit required prior to construction. Contact NCDOT at 560-6854. THERE ARE NO MAPPED FEMA FL00DPUUNS ON THE SITE. y THE NEAREST DOWNSTREAM MAPPED FLOODPLAIN IS - Site lighting cannot exceed X foot candle at the property line and must not cast glare beyond the AREA, AS DEFINED IN THE TREE PROTECTION ORDINANCE. THIS COVERAGE IS EQUAL TO THE COVERAGE 15 EGUAL TO THE 6REATER OF A 6' RADI65 ARC THE TRff, OR ONE beyond the GREATER) OF A SIX FOOT RADIUS AROUND THE TREE, OR ONE FOOT RADIUS FOR EVERY INCH OF FOOT FOR EVERY INCH OF TREE 90t-ER. TREE DIAMETER. SPECIMEN TREES (OVER 18" CALIPER) ARE SHOWN ON THE EXISTING sheet Number ALONG THE NO RIVER AT ELEVATION 341.r E property line. This must be verified by field survey by use of photometric survey) prior to the Cerbfic r to the Certificate CONDITIONS PLAN. TOTAL TREE PRE5ERVATION REOVIRED =20,$ 0 1.433828 5F =266.766 !d to, horizontal 3. NO LAND DISTURBANCE SURVEY HAS BEEN INCLUDED AS THERE ARE NO REQUIRED TREE SAVE of Compliance being issued. Methods to accomplish this may include, but not be limited to, horizontal lamps, shielding of lamps, reduction in the number of fixtures, reduction of wattage of bulbs, etc. All bulbs, etc. All of 5F TION PROVIDED = 352B41 5F (24691 this information, including details, will be required on building plans prior to issuance of building permit building permit. AREAS WRHIN 30' OF THE LIMIT OF WORK. TOTAL TREE PRE5ERVA CD 1.1 SITE PLAN CA,'SE NOMBER DOi-565 / i J ~ ' L/1. iM1J U!K / . ~..~G f , ~ ' EX. UNDER(120tIN0 / } - 12 TAPPWO SYfEYE 1 - 8 1S 8f111D ~ i ~ \ 1 X6 lEE ~ ~ ~ . fJL fQP ! ; ?5' ROW DaCAnOW 1 - 6' CV ' ~ ` ~ I / ~ . PROPOSED fOP / ` i - fH ~~V! " J ~ i RRQs~EO a1RANCE WALL . , `LOT 2 ' ' : j N 'QUu~ ~ i' ~ ~ ~ ~ ~ .Oy E1C POlE g ~ • / ~ I /YS/ 0 ~ LOT 1 ; " E>G POLf 1 ~ . ~'ti.;~ 75 PUBIJC ROW/ ~ r ~ ' 0 0~ r ` T i ~ ,l i ~ LOT r 6 o i , PRQpOSfD FACE 5 S7L1Eli'ALK ~ ~ • ~ ~ G \ 5P . .,~~~.~.t-F. _ ~ ~ . ~ ~ ' / I ' ~ I1P 11LWi1L LOT 4 , / - ~ ~ 1 I r \ r O ~ n Y:~~: 1 MIN FFE 44$.0 I i ~ v - ,i°. N 1- r1 ~ ~ ; ~ o 4 ,~'1 OlE' MINIMUM FINISH FLDOR ELEVAAONS GIVEN ~ I p o i E ONLY FOR THE ffE REQUIRED TO ALLOW SEWER ~ \ ~ n~ ~ ' ~ ~ SERVICE TO GRAVITY FLOW In THE DES1pVE0 0 _ ( Q _ _ ..i_.._.;.. . y I; , AIP H ROAD \ ~ ~ SANITARY H W PU OU / 'I. ; ~ . ~ ~ • SEWER. BUILDING CONTRACTORS S ALL ~ ~ VV- Q ~C ~ d'C. VERFlY DEPTH OF SEWER SERVICE PRIOR TO ~ 6 , ~ ~ 4 _ _ -..s... ~ ~ - - -T - •7 h j - ~ a -r- ~ ~ ~ T o , ; ; ; ~ NNIN HOUSE CONSIRUCI?ON ON A LOT TO ~ • ...~r<:...,. ~ 1 + 0 ~0• _ ~ • \ ~ c ' 1 ~ ~ ENSURE THAT DESIGN BUILDING FFE ALLOWS F Q 2 , 1, o,C? ~ MH /12 26 BOC-80C ~ ,~Oi ~ ~ - \ ~ ~ ~ i ~ : ' ' C r SUFFlC/ENT FALL TO THE SERVICE CONNECTION. ACL - \ \ LOT 5 1 STREAY , o t : r = ~ 22 PA I~fMpVT L ~ ~ ~ ~ l ~ , ~ / ~y ~ q~~ 0 j., ARr APLICABLE NORTH CAROLINA BUILDING CODES MUST p ~ ~ ~ \ \ \ o - I i BE FOLLOWED. MIN. 'S gVfN DO ENSURE c r ~ PRApoSED ENIR~Wl.E wALL - l _ ~ log / . ~ ~ fFE OIQt \ ;c ~ : " I , ~ ; ~ 1HAT FFf WILL BE ABOVE THE ELEVATION OF THE < r \ - PRGWOSEO fENl1: ~ ~ aENQ ~ i• SEAM MANHOLE. BACKWATER VALVES MAYBE ~ \ ~ 5 c ~ ,k 4 ~ ~ ~ ~ ~ `,,~s_, 1, ~ ~ , . ,y REQUJRfO. BASEMENTS OR OTHER FlNISHED FLOORS ~ < I ' 0 lRANS111AN iRIAl7` 4 S1D. , ~ , A ~ ~ ~ O \ ~ , o ~ ; ~ ` BELOW THE MINIMUM G/ VEN MAY REQUIRE PUMPING o ~ EJL fIRE Nn1RANT TO 8E RQOCA IEO TO 30 ROLL 6~ AT TA• 4+2~. i r ~ ti ~ IMI Nfw arch LINE ~ ~ i ~ ~ ~ , \ iw L ~ ~ ' u~"' ` TO REACH 1Hf PUBLIC SEWER. o c \ 1 to i sEr o ~ \ z V V I ; ~ I IX 12 N[ \ ` _ ~ \ ~ ~ ~ d ~ ~ ti fArW 100' S7REAIl ~ ~ I 1 1;~,; x21''• < P ~ J ~ ~ ~ ~ _ fJL CV 1N 1fN ~ ~ ~ i off. n ~ ~ = 1 LOT B ~ 1 ~ ~ ~ ~ z ~a, ~ ~ ~ \ ~ 4 Mw ~ 44,s o t ~ ~ 0 ~ 4 ~ lOT 49 ~ . ~ PRCwosEO c.~avsmucnaN Eas~Nr LOT 41 ~ \ % ~ ~ z ` I l - fE>: k' n is `~4, I + ~ ~ ; ' ~ 1 - 6' CV ~ ~ its, J 0 r / 1' ~ ~ ~ d PROPOSED fENG~ ~ ~ ~ ROME 1 -1 fH ~ p o ',•r,j ~r ' S1TE BENCHMARK -TOP OF CONCRE~' MONUMENT AT I \ ! LOT 39 ~ I ~ .U ` . ~ z STAAON 4128.31 LEfT 36.03 Of PUMP HOUSE R0,40 ~ ' ~ I ~ \ ho ~I o a ELEVA LION =460.16 ~ ~ 1 ~ ~ c ~ i :f` • 1~ I ~ W - I f p• 1 • W ~ VI ~ VARIABLE M1tl9F! STA~II \ b , ` _ \ ~ 1 I ~ / ~ W ORANVA(,~ EASE~NT, ~5' ~ % • ~ i : ~ ~ , \ fROrW F~au cEivTa o~P~E \ ~ Qo ` \ , \ ~ 1 \ , LOT 7 ~ o . ~ i~.,`~: ~ tJPS1REAM DONNS1RfAM LENGIN aA• SLOPE \ _ ; Ml fFE 46.0 c i I ~LL'' ~ i, PIPE 1DC/rap WH71r WVE14T (>tJ lnJ l~ I ~ F LBVf BEARW6 aSTANCE CURVE RAaUS LaG1N COVtD LaCIN 1 ROAD CENIE~4LaVE AND CURVE DATA 17 TO 18 41819 44278 44231 47.0 24 1.00 , I - \ ~ ~ ` t - 1 r ~ I~ .X % 40 0 40 80 120 L1 N 64-28-33 W 1x57 Cf 213m 74.27 7390 iBA TO I7 44819 44311 44288 ?25 ?4 fA? 14A 10 16A 41831 44369 44321 480 24 1.00 \ I i o ~ i ' L2 N 84-16-09 W 157.00 C2 30Qm 122? 12Z? 14 10 14A 448.39 44,x89 44,179 60 24 1.67 t I , ; ~ i o~ i. , 13A 10 14 449.01 444.60 44399 61.0 24 1.00 , I Scale 1 = 40 f3 1O i3A 44985 44550 444.70 60:0 24 1.00 , i ~ - - p LQT 38 i I ~ o`~ ~ 1 ~ "~I LJ N 86-36-r1 w 33565 C3 10Qm 319.98 ?86.93 11 T013 45Q95 447.00 44800 IOaO 18 1.00 10 TO 11 451.84 447.99 447.10 820 18 1,09 i i I ~ ~ I L4 N 05-03-50 f 13x13 C4 50Qm i1Q61 11Q39 8 TO 10 453?8 44904 44809 950 18 L00 ~ 1 ~ 7 TO 8 45,x91 45Q16 449.53 3Q3 18 207 ~ NOTE: L5 N 07-36-41 W 339.Z? C5 20Q00 401 439? 5 TO 7 45853 45269 45Q41 880 15 259 1 i I I U I,~, ; ` 1 i . ~ t. ALL CONSTRUC110N FOR THE SANITARY SEWER AND WATER 41115 45869 45471 45279 1350 15 1.4? ~ - 1 ~ y0T 8 i I , i SHOWN WILL COMPLY WITH THE GTY OF DURHAM STANDARDS L6 N 04-JO-12 f 2J48J C6 20Qm ?04.61 195~a5 310 4 45964 45580 454.81 895 15 1.11 , _ " WATER AND SEWER CONSTRUC110N SPEgFlCA110NS ` 110 3 46Q?9 43879 456.05 735 15 1.01 I - t------s' - ~ MIN 445.0; I p ~ DATED SEPT., 1994. U N 63-x-08 f 13247 C7 11Qm 17279 15556 16 TO 16A 41483 444.16 413,96 60 15 ,x33 I ~ • L8 N 87-56-10 W 3ari82 C8 11Q00 17,01 155,16 ~ 1= i ,I ~ L: i t MAINTAIN THE FOLLOWING i11NIYUi1 CLEARANCES: 15 l0 18 447.67 44403 44x69 360 15. Q94 I Af;EAJ~VG LMT ~ o , ; ~ : ; , / l~ . WATER AND SEWER LINES- 18' VERT. OR 10' HOR• WATER LINES AND GRADE- 3.0' L9 N 02-Q3-50 E 8Q78 C9 201Rm 326 332? 12 TO 1J ISQOb 44650 446.?? ?80 15 1.00 i ~ _ t r o f SEWER LINES AND GRADE- 4.0' ` ~ 1 i•: / i % J ~ + ! W • STORM PIPE AND WATER LINES- 12` L10 N 88-04-59 W ?0276 9 TO 10 431.88 44838 44814 240 15 I.00 STORM PIPE AND SEWER ONES- tY L11 S a2-23-19 W 87.32 610 5 45653 45xOJ 45279 240 15 1.00 ~ ~ ~ I ~ , IF WATER-SEWER OR STORU-SEWER CLEARANCES ARE NOT ~ OT 37 t ~ ~ ~j Y : ~ i ~ i NOT IAET, SEWER MUST BEd ? m 3 45964 45614 15590 ?40 15 1.00 ~ IF WATER PASSES UNDER SEWER, DI SEWER MUST BE USED AI 31 TO 38 464.40 461.40 46x35 105 15 1.00 or9 ~ . 37A TO J7 46860 46630 16L68 ??I 15 210 HORIZONTAL SCALf• J'=40' rti ~ MIN fFE 445.0 j j•` ~ VfRACAL SCALE.• 1 =4' caeG ~ - u i ~ ; to 1 ~ I ' o 1• ~ / N i o ( r ° r , I ~ fs9lo ~ , ~ CITY OF DURHAM ~:rA I { ,Y PUBLIC WORKS DEPARTMENT I •:~0 I cD. 470 0 ; ` / APPROVED 1 ~ r ~ ,~'fl~ 445 0 c g Raw ~ PROSE ` , - ~ , ~ \ - % ~ ENGINEERING ~ , b o , . DATE " VAR1A VARUdcF IMD1H s 1 I?; ~ ~ `Y~ STORM WATER DATE 9-t~ 1~ \ ~ ~ 1 ;c,. TRANSPORTATION DATE A - 214208 a~UtkAl N - - fRQll f.E ORAWVAGE FAS>rIIENT, 7.5 1 ~ ~ o ~ ~ o ~cw Apr a~ PYrE + r:: ~ r ,o ~ , ' ,.v' \ DATE ~ $ ~ STA 1+ 99 T- DATE c~+ n IWV Wt - 45679 3 4 STA - 4+ 7.49 ~ W -459:64 + NVV OUT -5303 465 ~N 69 - WV -45481 -2 V OUT -45580 _ 5 A i+ ~ I R1~1 _ STA - 5+ ?3 ~ ~ EU:Y 480.85 f - ~ ¦ 14 INV OUT - 69 NVV W - 41 K 5. 2 ~ . ~ ~ r t,/ I 8 ~ ~ 1 f' BEND - r eav 1- n' KENO 1- n• ealo PR SED y T 4 CURVE LEN¦100.13 + RMI 453.?8 60 - ~ 460 ~ ~ ~ - " : -1.0570 \ 1 DESK;H SPEED - AIPH t r - s' GV ~ r W ~ , ~~MIIMgrpy FX 12" ' " ~ + • 1- C 1 - 8 GV 8 8 TEE N A,~O . o, OQl t Nh - ,o ~ ~4 s~ STA - 8+75.53 V fQ~ y ~ 1. . < a STA - 7580 INV NV 41B 00 PLWP HOU RD STA 10+69 JO ^ ~ ~ ~ ~ ~ ~ ~ ~ 1 - 8 45' D ~ VPI A 5+96.41 455 dVV OU -44838 ~ 9 ~ ~ ELEV. -447.69 ~ ~ ~ ~ 455 w: '''i. ! ! , , • :;1. i /i ;,''S , ~ . i,:; CURVE OZ s9~ ~ fo srA 7+67.19 14A ~y&~ZZ ~ p~~' \ - .1~` 1. >!rj M ~ RLiI 45 84 INV ! -447.10 STA - 9158 -448.3! IA 1 - 12 8 TAPP SiEEVE , , DESIGN EED - IIPF1 - ~ ~ WV T -447.99 ;gyy;yy ~,7 _ -447.70 STA - 8+ 83 INV OU 44.69 NOlE S~ STORN ART FQR T - STA - J 19.33 ~ sroR,~ auwAl~ ,wc 12 IN : . - J ~ / ~ I ~ ~ RJLI - 39 STA - 11+iS 450 _ ~ _ 450 - Drawn sPe, ~s~ X ~ WV OUT - .89 !NV IN 15~ 55 ~ 12" M ~ Chackad _ 1 - X6 lEE Date 5/30/2002 - !NV OUT -44 .?1 ReMtMna ~/a/o2 1 - ,%i-, I? 8/13/02 8. A / , ; / i~ iii; STA 5+52.39 ~Op 445 445 1NV our -44736 ~ p~ 11. ' OON3'iFiUCT10N DRAWINQ ~;'y,"•:; 8UBIrrI'AL -NOT srA s+54o1 440 PrC - 119.30 0 Q FOR CO~kSTRUCTION 4.~ 440 1NV NV -44234 - . 4 o Sox 8hNt TIDE X234 STA 7+ .71 ~ - 4 STA 8+8802 JNV WT - 92 W IN - 43932 • 435 435 n~nn t~nn 91M 3.~M ~.M 5+00 fi+DO 7+00 8+00 9100 10+00 11+00 Sheet Number PROFILE -PUMP HOUSE ROAD - STA 0+00 70 STA 77+00 CD 3*1 BITE PLAN CABS NUM ER DOi-565 " I, .1 .t 1 ~_~1' rt.i.J7 _ 4 .ns r'..~ T. i -~e~T'~r :4 ,i j" ~ ~ , •1. `C y ~ 1\ ~ _ ~ ~ ` TE` 'NCH OR -NUMENT AT ~ ~ ~ 1 ~ . , _ , STATION : 31 LEF X6.03 P P- HO E; , . _ _ . ~ ~ a, ~ ~ ~ TRAN51TlUN1~L ' ~ t \ ' ~ ' ; ~ ~ nA~ins; ~ ~ `SSE ~~IR~A , ' 1 . ~ ~ ``h1 ~ ~ , ~ y" :.fie %t , 'fin ~~~.q-.. ~~1~' T . ~7 k" - , ~ - / ~ ~ -.I :..1 )1 . ~ Ti.. I R . ~ ~ t ~ ~ ~a~ir _ Y / , 1 i r k ~i. i - ~ . . i ~ T ( i ' 4,,-~: p'~ T~ - : ~ \ 1 . _ . i • i ` f - ~ 1 NOTE' S1UB-OUT 10 SANITARY ~ ' 1 r \ I ~ . t - f, ~ ~ ~ - I i i i .i. C L'OT 6 > . r v ~ LOT 13 LOl 14 ~ ~ ~ SE?~R ~~Otir MN TowARV MN ~ - - ' LYTY OF DURHAM \ . _ > ~ MIN FFE 435.0 LOl 15 1 ,~13 AND PLUG DURING PHASE 1 ` CONSIRUCAON.`~ LINE NOCL Bf ~ ~ 1~ 100' STREAM BUFFER : ~ ~ ~ , t J- LVi 1V\ 1? ~T. ~ f J ~ PHASE UNE 1 ~ I , TED i(5' P PH CONPL6 ART OF ASE Jt ; , - _ \ ` - / !0' BUILDING SE1E ' 4 ~ T ~ ~ ~ ~ ~ ;fit0l~'s, MINIM FINISH FLOOR ELEVA110NS i fRAU STREAM BU ~'t::, >VEL~RREADE~ " ' ' ~ LOT 12 I ~ • \ pD,~ GltIEN'ARE QN Y FOR THE FFE REQUIRED TO LOT 19 I l ~ i ~ ' IN FFE 442.0 I / %Y'~ I 30' SANITARY WEE E T"~ ~~LOT 17 ~ + ALLOW, SEWER. RVlCE TO GRAVITY FLOW TO MITT 430.0 ~ ~ ~ t r' W ~ ~ ~ 30 " ~ ~ LOOT 1 ~ _ 1 - 8" PCUG - ~ ~ A' { ` THE,DESI~NEq~ S. ITARY SEWER. BUILDING ~ ~ ~ ~ , ~ g~D1~ E0 0 STA J _ ~ / QN - - R ' C TRACfGRS 5 LL VERFIY DEPTH OF ~ - ~ NOTE. INSTALL 2 J0/14T5' 8 " ~ 8 SANITARY SEWER, IN FFE 445.0 ~ ~ v D!P BETWEEN 8" GV ANd' 1 - 1 8L0(V-OFF ~ SEE CD 3.4 Q H 1 - 8"X6" lEE ~ ~ ~ ~ 1 uG ~ ~ ; ;E'WE'R SCR I9CE; P /OR TO BEGINNING HOUSE ~ . 4 D ~ ~ MPDRARY 8" PLUG (PLUG AND BLOW-OFF 110 BE , , ~ TE 1 ~ REMOVED DURfNC PHASE 11 ' , , 5 ROIy.,.. - ~ 1 - 6 GV y o ~ ~ ' fi 50 ROIV.,.. 1 _ ~ i BLt~OFF A BLY ~ r ~ ~ ' CONS.FRU~TlO,N" ON A LOT TO ENSURE THAT W - LOT 11 Sfq 13+26 -END PHASE ! CONSTRUCTION / ~ cLEARiNC iiMrr ~0 ~ ; ; ,DESIGN.- BUILt311!!t6 FFE ALLOWS SUFFICIENT - LOT 9 ~OUIRfO ®STA 13+20 ) ~ MIN FFE 445. D CONSTRUCTON OF KING FARM 8" GV I ~ - ~ B ~ ~ - ~ ROAD TERMINATE„ROAD KITH ~ " • T B C-BOC ANS>~ • N. • F>4L~;"70~~TH>~-'6ERVICE CONNECAON. ALL p i ~ ~ . _ i ' ASPHLAT HEADER RIP RAP AT 5' EWALK ;N CO ~ 22' P. ~P , CO .~~p1UyG N;. 8, $ ~ ; -`~AP~IC~4BL~.N RTH CAROLINA BUJLDING CODES ~ 22 PAVEMEN :,_1'~';DEEI? LINE ~ ~ , ' L'~~ ' MUST B-'F OWED. MIN. FFE'S GIVEN DO ~ ~ I END OF C&G, CLASS llf NCDOT + ~ r ~ BARRICADE 1 - 8X8 TEE WAL .r ~ _ ~ ~ ~ ~USS`''Z RIP, R n ~ ~ Nf ND~ TH W ~ , ;1~" - ~ f1VSURE, HAT FFE WILL BE ABOVE E a f-8" V _ - - ~ W h - ELEVATIdN THE UPSTREAM MANHOLE o < } ~ ~ ~ l . _ , _ _ _ co- _ ~ _ _ _ _ d~ - _ _ ~-ti~ / - ~ ; q; ' W.;' BACKWA TER ,;V L VES MAY BE REQUIRED. o C - ` MH" yF - d" L6 - ~ ~ ~ ~ • ~ BASEMENT OTHER FINISHED FLOORS o _ j ~ ry ~ 0 N - , .r , f _ r - _ ; , r ~ ' ` ; ~ BECE}W INE' NIMUM GIVEN MAY REQUIRE Q z < ~ ~ " , PIMPING ;TO EACH THE PUBLIC SEWER. a - Mil # y ' \ ' ~ I ~ _ co _ 1 Z 4 - ~ CO - , . ~ ~ CITY OF DURHAM - ~ 3 8 --M- 43 I DIP BE ~ ' ~ ~ ' o < 4'J$ ~ ~ ~ 100' STREAM BUFFER ~ GV AN C ~ j" ~ d . _ _ , k~ ~ , ~ 15'; STORM DRAINAGE ; I . I ~ ~ ~ EASEMENT ~ ~ I _ 'r ~ I , ~ - ~ ~ ~ VARIABLE ;W101H . ~ ~ ~J CLASS t" RIP' ON 18'' • 3 ~ I 4 ~ `rr~ic XL=28, Z sroRM SEWER , ` PUMP NOSE ROA HO SE ROAD ~ , ~ - ~ . P,RE T o oc I ; t~ I - _ EASEMENT, `~7.5' FROM 50' PUBLIC ROW 1' PUBLIC ROW ~ , ( ~ J . 4 'FIEADWALI w tT -80C ~ ~ ~,r~ W s ~ a. aF PiPE T 23 ~ 21' Bob-BOG s LO f ` LOT 24 LOT 22'~ 30' ROiL CMG . ~ I ~ - A BLE WIDTH ' .j I ~ STOR NOIE.• STUB-OUT 10' O Lor 20 . - ` ~ - h;z 1 lk - VARIABLE WIDTH ` , ~ NOJE.• A ,ST M DRAINAGE LOT '21 ' , SANITARY SEWER FROM ~ l1 ~ I E EASEMENT, .5' STORM SEWER ~ IN P MP HOU R AD ~ ' f ' n ~ f TOWARD MH 14 AN LETS ON U SE 0 LoT X21 ~ ~ . ~ - . t I L' ~ s ~,A~ ~J~1NC ors°~MAN i ~ 3 ' HaE CL Of PIPE ~ . / ~ EASEMENT, 7.5' FROM ~ PLUG DURING PHASE 1 W11L 8£ BUILT AS PART OF w ~ ~ I ~ CL OF P/PE ~ CONSTRUCTION. UNE Wl PHASE /EXCEPT 1NlETS 31, 32A, .#3 . I ~ . r ~ I BE COMPLETED AS PAR 32,'AND 35 ~ ~ - . .....LOT 42 I I `i; , Z t I,. 4. ~ , . . 1 LOT 49 I - _ - i' " x I I _ I I ~ ~ ' ~ . . I K! 1`ARM ROAD ~ , ~4 ~ . - ~ .f 1.' ~ ,MH /14 0' IRAN I T10NAL 5 S ~ I i ;,I - r K G FARM ROAD ' i. J - _ c ~ ~ ~ USE AREA ( ~ Wy 40 PLIBUC ROW 9' ~ ~l ~ CO - - 25'BOC-BOG ,'v, i ~ 30' ROICL Cd~•G ~ , I , ~ ~ ~ ~ 313.8580- ~ i; / , I ~ ~ ~ ~ ~ - - ~ - - - _ / _ , , 90. 154' ~ _ i ~ ~ - S _ ---p / PRECAST CONA4CTE ` , ~ MAINTAIN THE FOLLOWING MINIMUM CLEARANCES: WATER AND SEWER LINES- 18" 4ERT. OR 10' HOR. HEADWA~ . ~ ~ (A ~ j k WATER LINES AND GRADE- 3.0' - HORlZONTAL SCALE.• 1 4O SEWER LINES AND GRADE- 4.0' 2 _ , R/M 432.24 c~ UER>1CAL SCALE.• 1 "=4~ STORM PIPE ANp WATER LINES- 12" 40 0 40 80 120 - - lN=417.92 W 1P ~ ~ 8 ~ ~ ~ STORM PIPE AND SEWER LINES- 12" / OUT=417.87 ~ ~ EX. 30 RCP ~ b W 0 Q N IF WATER-SEWER OR STORM-SEWER CLEARANCES A / ~ JW - ii Z U NOT MET, SEWER MUST BE DI Scale 1 " = 40' IF WATER PASSES UNDER SEWER, DI SEWER MUST BE USED Ups Z NN M LENGTH DIA. SLOPE i'l ~ EX M J W PIPE TOC/TOP INY UPSTREAM DO STREA 0~ ~ W TOC/TOP INVERT INVERT ((t) (in) (~f ~ ~ o~ O~ t• - CANIRA TAR uul CARf DRILL EXISTING Q Q RIM 430.14 430.88 421.94 411.78 116.0 30 1.00 ~ ~ R ~ T A f[fJOBIf = N ° 34 TO 36 430.88 424 ro 33B TO 34 433.38 42~ PR 0 P AprO ws Au ~ 11` 6 ~ - ~ x33.38 425.90 42304 286.0 30 too , 1N-418.84 ~~q BOOT FOR CANNECDAN A~ U 33 TO 338 431.8? 426 ~ I a 33A TO 33 433.85 426 431.8? 426.94 426.00 94.0 30 1.00 ~ 5 ~ OUT= 418.79 PROPOSED SANITARY SENfR ~ ~ 9 433.85 428.50 427.04 ilQS 30 1.3? ~ ~ ~ r ^ ~ ~ 30 Tt~ 3.L1 441! 18 43e 44Q 18 43236 429.10 1585 24 217 ~ 20 TO 30 44331 436 44,31 43490 436.35 45.5 24 560 ~ ~ ~ ~ 447.42 442.21 439.00 1960 24 1.64 ROAD CENIERUNE AND gJRVE DATA • ~ 2 2 STA -!0+10.81 (K G FARM RD) 18 10 ?0 447.4? 44e 455 f7 TO 18 448.29 44e 448.29 44278 442.31 47.0 14 1.00 ~ eE~G ~sTAn~ qyt~ Itworus t£NG>H QpOD CITY OF DURHAM 2 2 2 INV !N 9 -43266 16A TO 17 446129 44„ 2) . . 35 TO 34 430.88 424 44a2s 44J 1r 442.88 22.s 24 r.o? PUBLIC WORKS DEPARTMENT 430.88 424.13 423.89 24.0 15 1.00 t1 N 84-28-3J w 1x57 C1 2t5~00 74.27 7190 INV OUT -432.36 1 - 8 GV NOTE• SEf . TORM CHART FOR 40 TO 35 429.01 42~ 429.01 425.17 424.23 94.0 15 1.00 APPROVED - 41 TO 40 429.01 42~ IM -447.70 0 1 8X8" IEE 429.01 42551 415.27 24.0 15 1.00 ~ N 84-I6-09 w 157.00 C2 300.00 12?? 1222 ENGINEERING DATE OF STORM IMAGE PlP/NG - 3? TO 33 431.81 42S - 43182 42932 429.08 24.0 15 J.00 ~ N es-36-11 W 33565 C3 200.00 31998 286.93 STORM WATER DATE r m RIM -443.1 I TERSECl10N L4 N o5-03-50 E 238.13 C4 50000 110.61 IfO39 TRANSPORTATfON DATE 431.50 428.75 4?8.40 34.5 18 1.01 DATE + ~ - LIMP HOUSE RD STA 3+53.61 31 TO 33 431.50 426 450 STA - f 1 +15.5 ~ > INV /N 19 -439 LS N 07-36-41 W 3.3A21 C5 ?OU00 44.01 492 INV OUT -438.0 31A TO 33A 433.85 43l INV IN (15)- 3,55 ~w VPI STA 12+71.12 V. -440.86 2? T013 452.28 44E 433.85 430.35 430.11 24.0 15 f.00 N o4-30-12 E ?3484 C6 10000 20{.61 19585 DATE L8 452.28 446.78 446,56 22.0 15 1.00 L7 N 63-O9-OBE 131,47 CI 11800 17279 155,56 m INV OUT -44 .21 a CURVE LEN~167.94 ~ STA - 13+09.1 1 - 8" PLUG 19 TO 20 44331 43S 44331 439.80 439.50 14.0 15 1.25 L8 N 87-56-10 W 305.82 C8 i1Q00 17107 155.76 NOTE: ~ DESit,~l SPEED - 25 MPH RIM - 443 1 1 - 1 BCOW--OFF - - - ~ ~ INV OUT -439. T R i6 TO 16A 44883 444 1. ALL CONSTRUCTION FOR THE SANITARY SEWER AND WATER a 44883 444.16 443.96 6.0 15 3.33 L9 N Q?-03-50 E 8Q78 C9 20000 3118 3322 SHOWN WILL COMPLY WITH THE CITY OF DURHAM STANDARDS ~ ~ ~;o DURING PHASE 11 INSIRUCAON) JB TO 42 429.05 418 429.05 418.50 41800 50 4? l.DO L10 N 88-04-59 W 20276 "WATER AND SEWER CONSTRUCTION SPECIFICATIONS " + 39 TO JB NA 41~ NA 413.00 411.88 ~ 42 2.00 DATED SEPT., 1994. ,,~~gtppirpr4~ L11 s 82-23-19 w 87.32 445 ~ CARD ~~i, 445 '-1 ~ M BETWEEN GV AND LUG) ~ a `'SS • ~ ~ ~ P POSED ROAD CENlf NE PROf7LE EEf~IIE ~1 t~ ~ 1-6' SEAL - - • i 27892 1 - 6 GV 34 ~ • ~ rn co EX GR ND PROFILE _ ' ~o ~ - STA - J9+79.0 ; ~ Q„ M 1 - 1' 810W--OFF - STA - 20+85.81 S~~H E~•.• ; ~ R!M - 429.01 •'•Q:N•••" ~ INV IN -423. 440 4•, FY P~ \ ~ S A - 14+89.47 ~ 440 ~ w _ T - 1 4i FN P. 8 w ~ 33B ~ !VIN -429.10 TA - 1 +9 .7 d INV DUT -422.4 c°v Np~ 11111~~~ ~ -4 850' ~ RIM - 43338 I V DUT 2 33 rn ~ ~ ~ va ~ ~ STA - 19+79. STA - 20+85.82 + A - 4, 70' 3 A - ~ !NV OUT -425• w WRVS LEN 227.63 0 0 N ®1.OS~' ~ N RIM -431.82 ~ 1 - - " ' - INV IN - 424. INV N - 425.27 ~ ~ o a ~ N ~ ~ INV OUT -424.3 INV OUT - 42517' ~ °o ~ ~ ~ R - 433.85 INV 1N -427.04 > _ rn ~ INV IN 4 ~ INV OUT -4289 ~ \ 4 Zti » rn~o I ~ 3. ~ a ii ~ o~ ~ 435 ~ ~ 435 w ~ w ~ fRNCO TRANSIAON C PUNG \ ELEV 429.01 STA - 15+99. ao 2 ~ a .WN u'1N ^w . INSTALL J FULL NT 8" D! UPSIREAM OF DROP ~ ~ K'~'~ a INV OUT -428.3 ~ of v ~ ro RIM - 429.05 a ~ k~~ k k ~ ~ ~ ~ ~ ~ ~ ~ N w INV OUT - 418.50 i2 ~ r T~ Z Z VPI STA 2 76.32 N 3~ i ~ ~ ~ WRVE 195.14 ~ i 8" DI IDE DROP i -'"~'%y ''I " 430 ~ _ K•30.00 ~ 430 Drewn SFB, JSA r 12 MIN ~ Checked ~~y• Date 5/30/2002 \ / ' R On8 7/8/02 sviei N ~ / _8/13/02 o ~ MH ~'7 ~ 1164 ; , _ ~ _ _ _ _ _ _ _ _ . _ _ - _ ~ _ _ 9/30/02 } STA 348 13 \ / IM - 425 ~ IN /N 14 - 429.21 ~ ~ AT ROAD CENTERUNf III 425 ~ O !N IN 6 - 435 30 / - ~ CORE DRILL EX/S NG MANHOLE W INV OUT - 429.11 - •53 ®0. 0% 2 ~ " " - 0 0.50X i ~ BDOT FAR CONN CIION OF III - CONSiAIICTiON DRAWING ~ M ,~6 0.50 8" pVC_ 121.46' ® \ 0.5 SUBMiTAL -NOT RELEASED 8" a _ FoR CONS1Al1CTI0N 113,00' ®O, 75X - 420 ~ RIM - 4 1.80 TA 16+86.55 420 Slwet Title - 1NV 1N (7) - 4 .16 IN !N - 42255 MH ,~4 R/M 43252 • MJ DIP I DE OF ENCASEMENT INV OUT - 421.07 i2 Lf 6" DlA. STEEL ENCA MENT J PIPTE 25D - THICK 415 415 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 Sheet Number t PROFILE - PUMP HOUSE ROAD STA 11+00 TO TO S TA 22 + 22.2 0 CD 3.2 SITE PLAN CASE NUMBER DOW-565 - 1 ~ \ ~ 1 SITE BENCHMARK TOP OF CONCRETE MONUMENT AT . - I ~ I KIND FA PM ROAO i ~ \ / r ~ ~ ' STAAON 4128.31 LEFT 36.03 OF PUMP HOUSE ROAD, ~ ` ~ , ~ 40' PL19t1fC ROM+ • _ LOT 14 I LOT 25 ~ I ~ ~ ' i ELEVATION -460.16 1 ~ ~'t~ 1 • 3o Rau. ~ i I . RF_OUIRED 0 STA 6+86 \ ~ 1 - 822' BEND ~ ~ ~ ~ ~ - ~ LOT ?7 , i \ ~ ~ ~ / ~ - 1-8 ~ ~ , LOT 28 ~ ~ \ - ~ 'A;, I i Fly _ _ ~ _ _ ~ p I / ~ I~SIREAM DowNSrREAM LEN6TN DIR. s~OI~E • ';1 i ~ - ~ P1PE roc/raw rN?oer rN~r tt ~ x ' tar 13 _ MN 4 LOT 29 ~ ~I . ~ 3o ro 44a ra +32.3s 42910 150.s 24 217 C! - ~ ~ ' ~o m 30 t' \ Bf~IRm 0 STA 6~'4Qi 44431 43890 43635 455 24 5.60 i REOUiRE~-io srASrA Js+s,~ s4 ~ ..,~~~:::r CO 1 - 8 BEND i 18 T010 447.4? 442?l 43900 1960 ?4 1.64 4/~ 17 JO 18 448?9 44278 44231 ~ ~ ~ ~ 16A 47.0 24 1.00 ~ , j 1 - 8X8 TEE - ~ I ~ :.._:..x \ M W.L. ~ >n it 44819 44,11 t 44288 22 5 24 f.02 \ ~ 14A 10 16A 448.31 44369 44321 460 Z4 1.00 _ ~ , / - ?w , I 14 1 ~ ~ / _ 10.4A 44bi39 44,189 44379 6.0 24 1.67 4 < <``;4 _ VARIABLE IN 1N ST ~ ~ ~ ~ ?9 TD 30 438.33 434.00 43266 1155 ?4 1.16 WL \ ~ i ~ ORAlN ~IfENT, 5' < I I I i ~ ~ ` ~ \ ` LOT 30 ~ ?6 TO Z9 441.47 43663 434.50 1450 18 1.47 ~ ,y , \ ?5 r0 ?6 441.05 43443 437.98 3Q0 f5 1.50 Q 1- ~ \ ~ \ ~ ~ J STORU DRAiNA • \ ?4 TO ?5 44563 441.918 4,1853 1150 15 300 ~ . • SEMENT ~ ( \ ~ ` 2 45Q?8 N6.46 442018 146.0 15 300 F \ ' \ \ I 21 TO ?3 4525! 44900 44656 730 15 3,34 - STA 13+26 PUMP SE ROAD 1 I t ~ ` ;END PNASE r CON ucnoN a~ I ~ I I ! 1 ' 2?' BEND ~ ?7 10 29 43400 43516 43450 66.0 15 1,00 ~ ~ ~ ~ Ro . avsrAU ~ ~ r~°c ~ , ASPHALT cuss B ~P _ LOT d9~~ ~ ; ! RAP Ar ENO a~ c~ NcOgt ~ LOT 4B ~ 50 225 15 1.33 < i _ i - 'X6' 1EE I aASS >W i i , _ LOT 47 44Q00 437.00 43633 21.0 15 248 d f o < jQj 46 ~ ?1 T013 45?28 44678 44656 ??.0 15 1.00 ~ 1 t 1 \ , r~dr ~ r' ; ~ ~ LOT 12 'ti r ; / , + ° W i ~ ~ 1 ~ I i ~ 19 lC! 20 44331 43980 43950 24,0 15 1.25 ° C / I ~ , .I 1 - 11 ~ z 8 BEND ~ Q I =;j i' I _ _ VARGI&f MiD1N S1 ~ _ ~ 16 TO 16A 44883 444.16 44396 6.0 15 333 < wroTH sraRM I _ _ I J ~ ~ ~ DR EASEMENT, M7AIN/EASELIENT, 7.5' ~ ~ LOT 31 ~ ~ 15 TO 18 441,67 44403 44369 APANSTIANAL ~ 360 15 U94 0 rza y' a of 1~E I ~ ~ z sE AREA Q ;I ~ ~ i I , fiN i / 1 • ~ ~ ;r.•s w Z ~ ~ ~ ~ ~ ~ PUMA HOUSE RD I ~ - ~ moo' Row ~ ' ~ ~ d ~ ~ ~ ~ ~ ~ - UNE BEARING DISTANCE CIIRVF R GIH CORD LEN61N ' p}IA~ NM r~ ADlUS LEN Q 0 30' ROV1~ CQtC 't • ~ S _ A: S 1 i Lt N 64-?8-33 W 18.57 C1 21500 74.27 7390 ~ g r • ~ ~ o OC ~ W j ? ~ PHASE 11 ~ ~ ~ Lor a1 I ~ I ~ L ~ ~ ; ~ L2 N 84-16-09 W' 157,00 C2 300.00 12.?? 12.22 PHASE ll CLEARING 11M1TS W J ~ z 1 I _ _ , ~ i ~ ~ _ I ~ ` A 3+2i xrNC FARU RoAn - ~ L3 N 86-36-iJ W 33565 C3 200.OD 319.98 ?86.93 V 0 ~ ~ ~ ' PHASE 1 CANSIRUCAaV OF ' _ ' ~ I : 1 - ~ ~ LOT 32 I L4 N 05-03-50 E ?3813 C4 500.00 11Q61 1!0.39 Z ; ~ , ~ ~ ~ ~ VyY1N6 ARM ROAD INSTALL ~ ~ ~ ~ LOT 42 - ~ ~ i ; , .ASPHALT GASS B RIP 'I I , ; RAP AT ENO , NlbOr lOT 45 45Q L5 N 07-36-41 W 33922 C5 200.00 44.01 4.T9? .`Si ~ I lOT 45 ~ I r i LO ~43 pass rir 1518E L6 N 04-30-12 E 234.83 C6 20D00 ?04.67 !95.85 l :i9 \ ~ ov ~ ~ \ ~ _ J ~ ~ ~ L7 N 63-08-08 E 13247 C7 11Q00 17279 155.56 , ' ~ DRAIN EASEMENT, 7.5 ; ` ~ I T 4¢ , ` 1 1 ~ I i ~ LO ~ . L L- ~ FROM CL ;6F P1Pf 40', PUBLIC ROW NOTE: ( 1 ~ ^ . l8 N 87-56-f0 W 3058? C8 110.00 17307 15576 2 ~ I ~ 2 ' eoc-soc ~ ~ a 1. ALL CONSTRUCTION FOR THE SANITARY SEWER AND WATER I ~ ~ SOT 10 A5 ~ / ~ L9 N 02-03-50 E 80.78 C9 ?00.00 33.26 3J 2? SHOWN WILL COMPLY WiTH THE CITY OF DURHAM STANDARDS i 1 ~ ' I ~ ~ WATER AND SEWER CONSTRUCTION SPECIFlCATIONS ~ ~ 1 22' BEND ~ L10 N 88-04-59 W 20276 ~ ~ I~~~ . DATED SEPL, 1994. ' , . CV _ 454 , ..:..v; ..~~"'s's`'`~~' ~ 111 S 82-?3-l9 W 87.32 :..ti'.Y:.:'. IAAINTAIN THE FOLLOWING MINIMUM CLEARANCES: , ~ ° ; ! PI WATER ANO SEWER LINES- 18 VERT. OR 10 HOR. -t"" ~ ! ' _ WATER ONES AND GRADE- 3.0' I ~ ~ ~ ~ ' ` ~ - • ~N'i 9 ~ \ / SEWER ONES AND CRADE- 4.0' ~ ~ _ - N lB - STORM PIPE AND WATER LINES- 12 1 ~ - - ~ - i~ 1 STORM PIPE AND SEWER ONES- 12 - ~ ; ~ , I ~ ~ i 1 ?2' BEND I ~ - IF WATER-SEWER OR STORM-SEWER CLEARANCES ARE NOT • ( i , ' - t~ NOT MET, SEWER MUST BE DI ~ / ! ~ 45b ~ ~ ~ ! ~ ~ IF WATER PASSES UNDER SEWER, DI SEWER MUST 8E USED j ~ i i ~ ~ LOT 33 ~ W LOT 34 ~ _ , ' ! lOT9 I G- 40 0 40 SO 120 I ~ 1 ~ 14 , ~ N CITY OF DURHAM J :::1 , 1~4 1 ~ KIND FARM RDAD LOT 35 ~ 4 f I 1 ~ ~ ~ ~ ~ - c 40' PLipJC Row BEQ{ PUBLIC W R 0 KS DEPARTMENT ~ ~ ~ ~ ~ Lor ~r ~ ~ ' 1 fH ~ I 25' BOC-BOC \ RE(kIIRED 0 ~j~2+89 i :i:~ i I , END P SE ! wATER,Lr~ - ` ~ APPROVED ~ W 1 - 8' RLUG ~ , ~ iF Scale 1 = 40 i ~ I ~ r Ralt c~c 1 - 8 6V , ~ ::::I 1 - 1" elpq~-OfF \ t. ENGINEERING DATE LOT 36 ~ I ~ ~ \ INSTALL 2 fULL ~IAWTS OF 8' ' , ~ STORM WAT R ( E DATE ~ TRANSPORTATION DATE U w DATE HORIZONTAL SCALE.• 1 "=40' - h ~ DATE M I VERTICAL SCALE.• 1 =4 a awsrRUCnDN luxc FARM ROAD, R~ r T aASS ~ lNRO11CH 20 AND 30 M1LL BE BUILT AS 460 _ i7 a 1 - 8 2? ' 1 - 8 ?2 'BEND WILL BE ccwsTRUC DURING n 460 RIM -44829 VPI STA 2+28.1 r a INV OUT -44278 CURVE LEN=19 07 ~ 1 - ii 'BEND i - 822 ' B i - 8 2? ' 8EN0 ~ 0 DESIGN SPEED- 5 MPH n > STA - 4+4439 16A STA 0+55.?9 4 N R1NG PHA 1 ON - - , ~ ~ 1NV IN -44656 1 - 6' lEE RMI -44619 1NV OUT -444.1 , ~ ?1 10 Of TARY SEWER fR MH ~7 TOWARDS PART PHASE 1I. 455 i - 8 2? ' 8EN0 455 JN 1N 16 -44J 96 ~ ~ ~ ~ ~ RIM - 51 1NV OUT -44646 1 - i - 8 2? ' B! 22 ELEV ~ ~ ~ ~ STA _ 4+4439 i ~ 1NIERSECnON K=24.9 / 3' MIN. CO pVV OUT -446.78 S A -8+8981 V OUT -434.80 K1NC RD STA 0+00 p4 :;~/„~•i~: 450 / ,;..;;;%i ~ STA -10+1 8l 450 _ , ?4 - PRAP RDAD CETJIERL9Vf APILE 2 !NV 1N ?9 -43168 ,'~~fiffflff ' RIM -41663 RIM -44563 - QtN , q R -438,33 !NV OUT -43? ~~•`~0 • ' ~ - 1 ~ g87G , INV OUT -441 y r~ 1NV OUT -441.98 ?5 I V NV (18434.50 STA ?+4857 ~r ~ 1 RIM -44 05 - 8'X8` TEE 1 19 e 44 1NV OUT -44848 , . ~ 5 - ~f INV a1r .43x43 - ~ INTE~sECnav 445 1 ~r 6~ 9 , ? ~ KING FARM RD S 10+55.81 S ~P.° MH 8 A - Wj ~ Z ~4? ~ M-441.47 ro ~ ~ j l I A S P ~ a a++f~ ' 1 - 8 PLUG Rdl 45i, 0 • ~ VIN (?5437.98 n+ ~ ~ (INSTA 2 FULL d0V1VTS OF ' O1P " BP ' ELEV 437.25 ~ ~ CURYE LENS 44.01 ~ 1 \ ~ \ DESIGN -25 IAPH ~ x 440 ntANSrnav c c ~ NCO OUPUN 440 ~ ~ sve, ~S,A 84.37 LF 8" P MN /'!7 6• ` ~ e \ ~ _ ,Iw1 CheckM 1 - 6' CV RIM DD ~ 1 _ 5/30/2002 ,Ij ® - 8X8 TEE ac. ~/e/o2 - - MH 6 6 - Rwhlons 8/13/02 ~ i M1V OUT - 63 %%i; STA 0+0890 10+75.54 RIM 10 435 !NV 1N (19) - 43829 iNV OUT - 97 97 •'r , , , 435 INV OUT - 4 19 e• ; MH /15 D/ ~ P .18• R!M 44254 s~% - 1 - 8X8' TEE INV OiJT - 4.15187 1RANSIAON CONSTRUCTION DRAWW(i ' SUBMITAL -NOT FIEiEA8ED 8TPVC 117.37' O.SOX 430 ~ 430 Shat Tltl. MH ~1 MH 7 R1M 3? s RIM 440.98 • 1NV T - 42980 ~ INV pV 14 - 429.2 ~ INV OUT - 429.11 425 • 425 • n. nn I.M - n~nn 7, nn i~M ~ G/M C1f1/1 71/1/1 121/)/1 ~1/l!1 ' 1/11 /1n ~ nn i TVV w y vv ~ I vV I VTVV I! t W ~W W W W PROFILE - KING FARM ROAD - STA v-rww 0+00 TO S TO S TA 10+ 55.87 Sheet Number , CD 3,3 SM PLAN CASE NUMBER D01-W Y / ~ ! \ j r Y % I 1y.- 4; y 1, r , ~ i ~ TREE PROTECTION FENCE ! ~ / , I ~ ~ / ~ ~ ~Illt ~r _ ~ ~ ~ i ` ~ \ Y ~ r ~ ~ ' z r~ ~ 1~ c ~ ~ ~ ~ ~ o i ~ ~ ~ 7\ ~ - ~ ~ m itn y O- N~ ( i ~ 1NTE MITTENT STREAM z o - ~ ELEVATION - 409.5 ~ i m ~ \ z ~ . , ~ r*i ~ EXISTING GRADE Y ! CLEARING LIMIT ~ A ~ i ~ i ao ~ ~ ; WALL, SEE DETAIL u o~ MIN 6 TOP SOIL W ~ ~ C - ~ ~ ~ ~ CL S B R1P-RAP I TOP OF D~qM 416.0 Q WETLANDS 1 K ~ ~ ~ ~ - 12 C , 35 WIDE CLASS B RIP RA. - Q ~ 4SS B RIP-RAP PERMANENT POOL ELENA LION - 409.5 ~ _ , i ~ ~ ~ :p ~ " , 20 LONG 170 ~ ; I 12 THICK 35 WIDE 20 LON~ WIDE 20 LONG - ~ W CLASS B RIP RAP EG / ~ ~ , w w ~ ~ I 1 ~,~~j h ~ - _ - - „ , ~ M~ ~ 2.5:1 MAX SLOPE ~ ~ SD - J N I, I 1 ~ w , Y ~ MlN. 6" SOIL LAYER BELOW TOP SOIL W w a_t. i ~ ~Z r ~ l ~ i 1~ I ~ o - O ~ ~Y LOWEST ELEVATION - 408,0 FORE BAY BOTTOM ELEVATION - 408.0 I --N__ ~N ! ~ ~ 1 w FILTER FABRIC o ~ U o ~ w w , ° 0 N ~ ] i ~ I Q Z 1 \ Z Z ~ Q' ~ ~ i t J ° ~i 1 / 1 ~ ~ ~ ~ :r' ~ pU 1• 1 WALL - S E ~1E A1L ? . / ~ ~ i 1 \ Q Z g. ~ ~ ~ 10 0 Z 2 j , _ 1 ~ l0 1 ~ y~ ~ - ~ 1` I i 0 10 20 30 LINE SLO WITH NO~H ~ ~ 1. A I ~ I 1, ~ MER CAN GR EN 50 SC2 E ~ ~ J ~ d ~ ~ ~ ~ 1 . Sca Scale 1" = 10' 4 a I ~ J 1 LEVE1. SPR ADER ~ ~ ~ 1 1 ~ z $ ~-1 ' , . ~1- CREST EL NATION - 421.8 ~ ~ , . 1 ~ ~ , o - t ~ r, 90 LONG SEE DETAIL ~ ~ ~ a ¢ ~ I ~ W ~ \ ~ ~ ~ p THIS PAGE ~ ~ o 2 5~ 1 ~ ~ W ~ ~ ~ _ ~ AX ~ 1 \ O r 2 ~h ~ ~o ~ ~ i ~ ~ I i W ' I I ~ I ~ ail ~ j p ~ o I I ° ° ? 3:1 MAX SLOPE ° ~ ° , ° ABC STONE LI . ; . i ~ ~ ° ~ i o` ° ~ ° ° ° ° TREATED 2X6 ° ° °O:°° ° O ° ~ ~ I~ ~ ~ ~ ~ - e O ° ° o° , ABC STONE ~ , ~ ~,,r::;, ~b . ~o ~ ~ I:: p t. ~ ' ~o , ° ° I ° X00; ~ t ~ ° . 0..~. ~ I 1 0 0~~ , 0 ° ~ 0 • Q • ~ .T MIN. VNOTH COON ~ ~ 1 ~ . ° ° ~ ~ Q 2 c'~' 1 MIN. , 1 I r ° ° ,,o~.~o ° ° ~ OO OEPTK ~ ~ ~ STILLING BASIN ~ t - ~ ° 0° ° ° ° °o° ~ 3 ? 8X8 , 1.5 DEE ' ~ ~ ~ TRAPIZ AL CHANNEL, L ~ ~ ~ 1 ~ ~ 3' B OM, 3:1 Sl S,; 1 a ° o00 ° ° . )o ° ° oo ~ ~ LINE WITH RAP ~ X ~ ~ i 1 ; 1 P, LINE WITH o ° oo ° ° °o ~ ° ° , 0 0' ° i 4 u - w I, r, , P AMA T ~ • • ~ • • . ~ • a, 1 2" REBAR 2' LONG MAX 4' O.C. ~ o .o ~ r ~ ~ ~ rii (Q O ° ° , , ' ( ATTACK 2X6 TO REBAR 0 00 ° ° ~ 5 o ° ° ~ • ° ° s ~ i . a ° ° ° ~s ~ ~ ~ ~ \ _ ° w ~l J ° J ° ° -~-f-t~..!.~~ ~ ~ ~ \ 0 ~ ~ ° ° ° ° Joo I. 1 ~ o ° ° ; ~ ~ i . i , + I, ~ L - ~ . ~ , / ~ I 1 1 ~ i ~ ~ ~ _ ~ I i , ~ I I . I ~ i ~ ~ ~ I L' I ~ l ~ ~ ~ ~ t ~ ~ ~ ~ ~ 3 ~ ® I t ~ ~ ~ ~ ~ ? I ~ / ~ ~ ~ `I ~ ! 1 i ~ ~ ~ ~ I 0 20 0 20 4o so DRY DETENTION POND INPN P NT H d N~rE ~ NAME CITY OF DURHAM • ~w ~orMac - PUBLIC WORKS DEPARTMENT ~~~~~+~~~~o~~~,,~ Scale 1 " = 20' I 18 Pot,IrmE PONTEDERIA GORDATA PICKEREL WEEP QUART APPROVED CARO ~'a 2 Ilb ,AdJGU5 E 3 50 IRIS VIBE .A1NGU5 EFFUSUS 50FT ~ QUART oo° Q'~.••j°°°°"•.~~ ~~i IRIS VIR6INIANA BLUE FLAG IRIS QUART ENGINEERING DATE ~ 0 . SS 4 53 SGRIPU5 SGRIFU5 GYPERINUS WOOL GRA55 QUART STORM WATER DATE 5 b2 CHASMAI b AO HIBISCUS GHASMANTHIUM LATIFOLIUM RIVER OATS QUART TRANSPORTATION DATE $EAL HIBISCUS MoSGHEUTOS MARSH HIBISG115 QUART DATE ~ 7 7 IS MYRIGA • MYRIGA GERIFIGA SOUTHERN WAX MYTRLE 3 GALLON DATE r~ lP~, '.°°~N°° ~ o0 ~i~ EN P. 6 q 3e OR 54.00' 12.00' 30. DO' > 2.33 ~--1. DO' 416.00 ANCHOR BOLT (4 TOTAL) 413.67 ORIFICE PLATE - 1'6" X 3' X 3/16" 0'1" X 2'0" ORIflCE ,~4 ®12" ,f~4 ®12" O.C., E.F. Dawn sPe, ~sA--- N CItACk~d #5 ®12 0. C. , ANCHOR BOLT (4 TOTAL) D~t~ 5/30/2002 OUTLET ORIFICE #5 ~ Z,00' BLOCK OUT 2.5'X1' HOLE THROUGH CONCRETE WALL, ATTACH A • . n n u ° 3/16" THICK ORIFICE PLATE TO THE WALL WITH 4 EXPANSION #6 °L" ~ 12" 0.~ n n ~6 L ~ 12 O.C. L.~ _ r N n Rw~Ofl!< s/~'~b2--.__------ L ~ 12 O.C. ORIFICE PLATE - 16 X 3 X 3/16 8/13/ 2 ANCHORS, RECTANGULAR OR/F1CE IN PLATE TO MEASURE 2'0"X0'7" ~ 2- 9 409.50 0'7" X 2'D" ORIFICE ~ 1.00' ~--1, 00 7 2-#9 I._______~ 4.00 2.00 408.50 . - _ 2- 9 _ - 2- & 1 N N 1.25' # 10 X 2 6 OPENING !N WALL 1.25' N N N 2-#8 #5 L ®12 0, C. 2-#8 ,~6 "L" ®12" D, n N N N 4-~4 IN KEY ORIFICE PLATE DETAIL >L®12o.c #4 ®12" O.C., N 1.00' - COW3IF~ICTION DRAW1dG ~4 ®12 0. C., E.F. 2.00 ~ Z - ~ su~rrAL -NOT RELEASED FOR CONSTRUCTION Slit Tltl~ POND 4' 0 4' 8' 12' mmmmoni OUTLET WALL DETAIL ShNt Numb"r Scale 1/4" = 1' C D 4.1 SITE PLAN CASE WMBER DOi-565 / , _ y ~ r ~ / / ~ ' i / ELEVATION - 409.5 r / I i, I i , EXISTING GRADE y ~ y I a~ Y / ! ~ / WALL, SEE DETAIL i i TREE PROTECT! N 0 FENCE / I MIN. 6" TOP SOIL y ~ ~ I / y I , ~ / CLASS B R1P-R~ y ~ li / n ~ ASS BRIP-RAP P M - ~ \ ~ ~ ' I ~ ; I 12 THICK, 35 WIDE, 20 LOh y ~ , ' WIDE 20 LONG _ ER ANENT PDOL ELEVATION 409.5 l °i' CLASS B RIP RAP y + ~ m A~~~ , . ~ , , s;..:y~~~::_._~ ~ ~ 2.5.1 MAX SLOPE ~ INTE TTENT SlREA~f z ~ o _ ~ m~ ~ ~ ~ i " ~ ~ m~ ~ _ _ CLEARING OMIT ` ~ ca ~ N MIN. 6 SOIL LAYER BELOW TOP SOIL _ w. c ~ fILTER FABRIC LOWEST ELEVAl10N 408.0 FORE BAY BOTTOM ELEVATION - 408.0 W _ ~ CL S B RIP-RAP ~ TOP OF DAM - 416.0 _ N~RANOS 1 » 1 ~ 1 a 2 CK, 35 WIDE ON ~ ~ 1 4 ~ ~ 20 LONG ~I/ ~ E '0 ~ 1 0 10 20 30 W W W I 1 ~ ~ - ~ ~ ~ ~ ~ ~ U ~ ~ m--. _ ~ 1 Scc N I ~ ~ W Scale 1 = 10 ~ ' W V 4 ;I o ~ I W W \ \ ~ i 1 W ~ ' 1 2.1 MAX SLOPE v o ~ \ ~ ~ ~ _ ~ ~ I e . ~ I ~ ~ ABC sroNE o N \ WALL - Sff DETAIL ? _ . Z . , / , , , ` I ~ i ~ . Q z I TREATED 2X6 ~ Q, ~ ~ ~ _ I L SPRE DER ~2 ~ ~ ~ ~ a ABC sroNE • 1 ~ I c sr~EV noN - 41x.5. ~ ~ ~ n ~ I \ ! 1 ~ ~ I ILINE SLO WhA~NORTH ~ \ , 1 Q ? I - . , I E IC N GREEN StS?,50 ~ ~ , ~ I 0 ° ~ ~ ~ z ° ~ ° ° i 4' M1N. WTDIT! o < ~ 1 1 LEVEL SPRE DE 1 ~ off', 1 • ° ° P ° ~ J o ~ o I I GR ST ELEVATION 4 1. \o ~ . tD1 ' ~ ° ~ o ° ° ° , 1 MIN. ~ d E 2 \ ~ i , _ I 90 LONG, E DETAIL , ~ ~ 1 1 ° ' • Q' O ° ;~i~'i DEPTH •ii~/ • ° ° Q n ° ~ ~ ~ . \o I ~f ? ~ TH1S PAGE., > . ~ , ! 1 ~ ~ \s 1 ;5~ ! ~ ~ . ° e ~ y~ W ~ 1 G ~ V O 1~ O 1/2 REBAR, 2 LONC, MAX 4 D.C. z . ' ATTACH 2X6 TO REBAR 2 ~ ~ o ~ r` , z 00 o ~ 1 W3 e ° O. O ° ~ 3 ° ~Q ° J 0 p° ° ° ° Q / ~ ~ ~ - m ~ ~ / 0 0. ~4 G 1, , ~ ~ ? ~ a \ ~ DO' QO' ° \ ° - ~I .•..o Q ~ \ \ , J ~ ~ I~ / 5 • Q ° o: ~ ° Q Q O(~, s 0° ~ ° 0 7 ~ ° ° ~ ~ 1 ~ ' : ° ° C ASS 1 RIP RAP, l8 ° OJ ° ° I. 4 . ° ~ t~oN A rHrcK, 10 WIDE, 12 4:1 MAX SLOPf ' I ,.~r ~ , o 1 LONG ° 4:1 MAX SLOPE ~ ~ ~ I 1 STILLIN 'BA *'d:: , ` 25~ ~ 1' ( ) r , : ~ 1 ~ , 10X10, 5 ;s~ ~ , 1RAP1Z AL CHANNEL, I,% , • f----i ~ 1 ~ LINE WITH' IP P 3 B OM, 3.•1 SI S,% _ ;,r ~ ~ ~ ~ ° i~ i•:/ ~ - _ ~ ~ ~ ~ 1 P, LINE WITH . I I .••i ' ~ W! ~ P .AMA r SPLI TTE SOX ~ ~ I 'SEED A/L~ .~,~-r-,~. ~i i G X 1 ~ ! 1 I: s WORN ~ ~ ~ ~ U • ~ z ,I 1 I~ ~ ~ ; ~ W - ' / ! ~ ~ ~ ' ~ ~ ~ ~ / I ~ ~ ~ L ~ ~ ~ 1 N TR T D W Nl ~ :D W ND ~ 1 ' _ ~ auAH BOTArUC 1 CITY OF DURHAM ~ BOTANIGI~L NM~E GOM•ION NAVE 51zE PUBLIC WORKS DEPARTMENT I I 8 ~oHTE:vE ~ ~ 2 Ilb ,NAJGUS E PONTEDERIA GORDATA PICKEREL wEED QUART APPROVED .uHU1s EFwwS SOFT Ruses QUART ENGINEERING DATE 3 50 IRIS VIRi IRIS VIR6IHIANA BLUE FLAG IRI5 QUART I ~ 4 53 SGRIFVS / ~ 5 62 GHASMA SGRIPUS crPERlws wool 6RA55 QUART STORM WATER DATE GHA5NUINTHIUM LATIFOLIUM RIVER OATS QUART TRANSPORTATION DATE / ~ 6 40 HIB15G15 HIBI5GU5 MoSGH~JtoS MARSH HIBI5GU5 QUART DATE i I . , ~ I ~ 7 15 M(RIGA MrRIGA GERIFIGA 50UTHERN WAX MYTRLE 3 GALLON DATE ` ' / I ` ~ ~ . V A ~ / ~ ' \ ~ i 20 0 20 40 60 30" RCP, 1NV 422.92 0 P • d RECAST CONCRETE BOX, 5X5 INSIDE, 4.5 TALL Scale 1 " = 20' ' 8111/1111 5 - 1~II 4 10 DIA. OPENINGS, INV 421.80 ~N CARD ~i,~ 5 . ~ 1rSS ? ' . EAL r ° 27892 •°F ~ •.NGINti • ~iy •°•°n•°•°° WEIR -ELEVATION 42267 ~i~ F gP~~~~~ N P. 111 30" RCP, INV 42292 1~/1 1111'1 ZooZ I i I I I I I L 7 I ~ _ _ ~ SPLI TTER BOX DETAIL 1 4" = 1' BOX INVERT - 421.80 4- f 0 DIA. OPENINGS, INV 421.80 DreW~ SPB, JSA 54. DO' Checked Jwr 12 00' 30.00' , ~ DNe 5/30/2002 Rsvislon: ~/e/o2 2.33 1,00 8/13/02 416.00 10 16 02 ANCHOR BOLT (4 TOTAL) 413.67 ORIFICE PLATE - 1'6" X 3' X 3/16" 07" X 2'D" ORIFICE ~4®12» ~4 ®12" O.C., E.F. OUTLET ORIFICE ~ ~ ® 12" O.C. ANCHOR T ~ l BOL (4 TOTAL) 200' BLOCK OUT 25'X1' HOLE THROUGH CONCRETE WALL, ATTACH A ~j ~L" ®12" O.C. - - - 3/16» THICK ORIFICE PLATE TO THE WALL N7TH 4 EXPANSION ~'6 »L» ®12" 0. " " " K~ ~ ~ - . n r " ~/a~N 11lWTIVI\ Vf1F1W~ ~ L ®12 O.C. ORIFICE PLATE 16 X 3 X 3/16 _ NOT RELEASED ~ ANCHORS, RECTANGULAR ORIFICE IN PLATE r0 MEASURE 2'0»X0'1" 1.00' 2-~9 409.50 I I ~ > " 2-fig ~ ~ 0 7 X 2 0 ORIFICE FOR C01~3TRUCTION 7 1.00 ~ 4.00 200 ~------J , . 408.50 ° ° Sheet Tl~e 2-~19 1.25' 1.25' 10 X 2 6 OPENING !N WALL n pia „o #5 "L" ®12" O.C. l z-10 #6I"012"C 6 ® 12' O.-c 4-14 IN KEY ORIFICE PLATE DETAIL POND 12p 1.00' N ® 0. C., E. F 2.00 2 _ 1 4 8 12 #4 ® 12" 0. C., 4 0 mmmm~ OUTLET WALL DETAIL Sheet Number Scale 1/4" = 1' 4.1 SITE PLAN CASE NJMBER D01-565 . , Y Y ' / ~ ,y Y ' y I Y r~ I I ELEVATION - 409.5 y ' ~ I y / I _ ~ Y Y EXISTING GRADE I ~ ~ I WALL, SEf DETAIL MIN. 6" TOP SOIL w TREE PROTECTION FENCE - t I ~ I I ~ - ~ ~ 1 I I CLASS B RIP RAP i B RIP-RAP PERMANENT POOL ELEVATION - 409.5 I ' I ~ 1 ' W10 20 LONG r ~ I ~ ~ 12 TH CK, 35 E, \ ~ ~ c Z ` I OE, 20 LONG CLASS GRIP-RAP ~ r ~ m ~ f. AyIJ ~ y - ~ m. ~ 1+ 2.5.1 MAX SLOPE .r ~•y y ~ / , N~ N ~ I --~--,.ter, per ..._:Y.:.....,~._ :i~~ ......~..,...~..-._..`.--...vs....iAG..~~-~.rc.-a:._..s.:i..:.:i~.s ......~..C"i. .~i ......_...t,\. 1~ " ~ INTE MI TTENT STREAM z z - . ~ , / ~ m~ ~ MIN. 6 SOIL LAYER BELOW TOP SOIL ~ - 1 ~ ~ ~ ; _ _ CLEARING L1Ml T " ~ ro _ _ ~ . ~ ~ w , ~ 1 Flt LOWEST ELEVAl10N - 408.0 FORE BAY BOTTOM ELEVAl10N - 408.0 W _ ~ ~ CL S B RIP-RAP ~ - ~ TOP OF DAM - 416.0 FILTER FABRIC WETLANDS p ~ ~ 1 12 ICK, 35 WIDE 1 4 ~ U ~ N r ~ _ 20 colvc ~o ; r ~ ~ 1 io 0 . ~ \ 0 10 20 30 ~ W W -i 1 1~ . ~ ~ ~ ~ 1 ~ ~ • J ' , _...m _N , ~ 1 Scale Scale 1 " = 10' °C _ ~ ~w 1 W 1 ~ 'W ~ ~ z Z ~ 1 ~ ~ ; 1 , ~,..oc o ~ o \ ~ ~ r` ~ < -?u. N 1 ~ , ~ ~ W 1 W ! ~ ~ ~ 2:1 MAX SLOPE ° ~ \ o . _ \ ~ ~ W ~ 1 1 ~ o ~ \ ~ - Aac sroNE c N > z Q . ~ 1 1 ~ Z . Q z 1 ' TREATED 2X6 < i WALT ~ SEE DETAIL 1 i _ ~ 1 - . , i 1 L SPRE DER 2 ~ 1 Ja Aec sroNE ~ , ~ 1 ~ o i 1 C ST ~`LEV TION - 416:5 2 ~ I 1 i Q z I I i I I LINE SLO NORTH ~ l ~ , L ~ °e ~ ; ~ z ~ AMERICAN GREEN SEa50 ~ I 1 1 y~~,- ° ~ ° ° ° i 4 MIN. WIDTH o < n o ~ J 1 ~ ~ 01' 1 LEVEL SPRE DEQ ~fi ~ ~ ~ I i , ° ~ ° ° ' 1' MlN. ' ~ u d 0 6R~ST ELEVATION 421. w I ° a ~ ! ° ° ° ° ° A ° DEPTH ° ~ ~ 1 i 90 LONG, E DETAIL . ~ I I , ? ? THIS PACE, y _ ' 1 1?W 0 0 • ~ o ~ ~ ) 1 ~ ::~.:.::.:a J ,GSA ~ \ g,5i CJ Q 1/2 REEAR, 2 LONG, MAX 4 O.C. z ti ~ ~ ~ I 1 \ • ® O ATTACH 2X6 TO REBAR o 00 0 .4 • y.. ~ y \ f. ~ ~ 1 ` ~ • '~;'1 2 z 0 0 -O • r 3 0° e o ° ~ i W p, ~ ~ ~ i ° 0 0. 0 € J' ~ : ~ , ~ ° °e° °•QJ 0°pe °,0 ,Q, 1 ~ ~ ~ .I R rn ~ I \ e ~ •Q• ~ ~4 B ° ~ ~ G t a \ DO • . 0 ' ° .0 ®~OQ ° ° . ° e 5 O ° , e , i ~ ° ?r. / '1: o0 0®n s ~ ~~Y~,~yy, ° o ~ > °#f ~1I ° t ~ ~ ~j o 00000 ~ s ~ ~ o ~ ~ o 0° 7 ` ~ °o 0 1 0 a ~ 0 0 ° 0 1 ® ,i I ~ ~ o ~ C ASS 1 RIP RAP, 18 1 ° ° 4:1 MAX SLOPE \ ~ i ~ ° J~ e e 1 ~ , . A'A THICK, 10' IMDE, 12' ...:.:.:~r ; COON 1 ~ ; (25X) ° 4:1 MAX SLOPE 1 t , , r LONG ~ I I 1 (25X ~ , . I. TRAPIZ AL CHANNEL - 1 1' 10X10, b.. ~ : i ~ ~ 7 1 " ~ ~ ~ 9 LINE WITH' 1P P ~ ~ , ~ 3 B OM, 3.' 1 SI S,%, I , . ~ ~ ~ 1' P, LINE WITH . ~ m , ~ W ~ ~ ~ . SPLITTE BOX .n ; P AMAT 1 i ~ ~ O SEE 0 AILS ~ 1 ~ 0 Q N ~ ~ ' J 1, U , ® ~ I , ~ ~ , ~ 1 ~ WZ ',I ~ ~ t ~ , ~ i > ~ 1 ~ ~ ~ ~ ~v Q ~ ~ L ; ! CONSTRUCTED WETLAND I / H ~ WETLAND ~ 1 ~ CITY OF DURHAM ~ ~ ~ QUAN BOTAANWGN. t+Ar~rE w~ ~zf PUBLIC WORKS DEPARTMENT I 18 PONTEDERIi PONTEDERIA GORDATA PIGK)3tEL WffD QUART APPROVED 1 2 nb ,uNCUS ~ ~ 3 50 IWS VI1261N ~cUS SoFT RusF+ ENGINEERING DATE iws vlRelrtlAru eLU>: FLAG IRIS QUART STORM WATER DATE ' 4 53 ~ ~ SGRIPUS GY SGRIPUS GYPERINIS WOOL 6RA55 QUART i ~ ~ 5 b~ GHASMANTM ~ i ~ 6 40 HI$15GU5 hk G~?~+ANrr+~urt LATIFOLIUM RIVER oArs QUART TRANSPORTATION DATE HIBI5Gt15 M05GF~JT05 MARSH HIBI5GU5 QUART DATE ~ ~ 7 15 MYRIGA GH / ® I 1 M'(RIGA GERIFIGA SOUTHERN WAX MYTRLE 3 GALLON DATE / ~ ; t ~ , / e 30" RCP INV 422.92 d 20 0 20 40 60 PRECAST CONCRETE BOX, 5'X5' INSIDE, 4.5' TALL ,~~luulu, Scale 1 " = 20' 4-10 D/A. OPENINGS, INV 421.80 ~H°,°°,RO 5 P°,.° ..,Ci 0 . Ess y ° EAL 27892 .°~GItJE°. t~, WEIR ELEVATION 422.6 FN p B ~~~fll 111111? 30" RCP, INV 42292 ~o ~ Z4 Z I I I ~ 7 I I r~; I I LITTER BOX DETAIL L---- -----1' ~ ~ fl 1 7 4 = 1 BOX INVERT - 421.80 4-10" IA. P NI INV 4 J. D 0 E NGS, 2 80 DfiWfl SPB, JSA 54.00' Checked Data 5/30/2002 Revliloni ~/s/o2 12 00' 30.00' 233' __~II 1.00' 8/13/02 -"I 416.00 to/ts/o2 ANCHOR BOLT (4 TOTAL) ORIFICE PLATE - 1'6" X 3' X 3 16" 413.67 ~ 0'7" X 2'D" ORIFICE ~4®12"0 ~4 ®12" O.C., E.F. ~5 ®12" 0. C. ~ ' l ANCHOR BOLT (4 TOTAL) OUTLET ORIFICE ~5 ~j . . Z00' BLOCK OUT 25'X1' HOLE THROUGH CONCRETE WALL, ATTACH A 3/16" THICK ORIFICE PLATE TO THE WALL N?TH 4 EXPANSION ~6 "L" ®12" O.C. "L" ® 12" D.C. - - - - , " , n \~\~9F71f1WTM\ VfW~1~7V1 y " " ~ ~ ~ ORIFIC PLA - 1 X 3 X 3 16 L ®12 0. C. E ~ 6 ~ SUBMITAL -NOT RELEASED 0 ANCHORS, RECTANGULAR ORIFICE 1N PLATE TO MEASURE 2'O~XO'7" 2_ 9 409.50 I I , „ , " FOR (~NNSTRl1CTi0N 2_ 9 0 7 X 2 0 ORIFICE 1.00 1,00 1 4.00 2.00 408.50 e ° Sheet Tltle 2-#9 2_#8 1.25 10 X 2 6 OPENING IN WALL 1.25 "r " ~ ~ n r 2-#8 2-#8 -J If- _ - . 160 12"0.C u p O.C. 4-14 IN KEY ORIFICE PLATE DETAIL POND ® 12 L f4 ®12" 0. C., E ® 12 O.C., E.F 2.00 1.00' 112 = 1 4' 0 4' 8' 12' mmmmml OUTLET WALL DETAIL Sheet Number = 1' Scale 1/4" C D 4.1 ' WE PLAN CASE NUMBER Dot-565 i f~ r - r \ f'~. ~ \ r I r /l - r ~ ~ ~ t I r ~ 11 r r ~ ~ ~ , r ~ TREE PROTECAON FENCE ~ r ~r ~ J i ~.A ~ , ~ , I / ~ r ~ i ~ i I ~ ~ ~ r ~ , ~ ' w ~.1 I r r ~ I r ~ / t~ rn N r , 1 m ~ ~ ~ ELEVATION - 409.5 ~ V~~ r r ~ ~ I fV ~ ~ r ~ ~ NA I EXISTING GRADE , ~ ~ INTE MITTENT STREA~N ~ ~ - o - ~ ~ r ' ~ ~ CLEARING LIMIT ~ 1 J - ~ ~ ro ~ , WALL, SEE DETAIL MIN. 6 TOP SOIL R W k ~ c ~ - 1 v~ ~ ~ ~ CL S 8 RIP-RAP ! TOP OF DAM 416.0 1 WETLA DS 12" ICK 35' W10E CLASS BRIP- ' Q 1` CLASS B R1P-RAP PERMANENT PODL ELEVATION - 409.5 20 LONG ~ ~ 12 THICK, 35 N90E, 20 L 35' N90E, 20 LONG CLASS B R1P-RAP - - ~ W ~ ~j 1 ~ ~ ~ ( ~ -1~ I ~ w W I 1 ] ~ ~ I - 25,1 MAX SLOPE ~ ~ _ m ~ / N ~ ~I ~ ~ 1 A R FLOW TOP SOIL < MIN 6 SOIL L YE B W J I w ~ , ~ I LOWEST ELEVATON - 408.0 FORE BAY BOTTOM ELEVATON - 408.0 ~ I ti , FILTER FABRIC ° ~ o N W I 1 i ~ 1 w ~W~ ~ ~ ~ ° D N ~ > > ~ I 1 I a a ~ Q 1 Q z WALL ~ SEE DETAIL ~ ~ J . I 1 ~1 ~ ~ L SPRE DER~2~ ~ ~ ' ~ 1 C! 1, ~C ST 1`LEV TION - 416:5. ~ 1 1 t Q z$ 1LINE SLO NORTH 1 1 ~ ~ , z I 10 0 i AMERICAN GREEN S6a5O , I 1 0 10 20 30 0 < ~ y\ \ ~ 1 1 . I LEVEL SPRE ER 1 ~ o~ . ` { ~ - ~ ~ Q n 1 ~ ~ / CREST ELEVATION 421 ~ ; ~ ~ ~ 1 Scale 1 = 10 O ~ 1 1 n~ ~ 90 LONG, E DETAIL . o ~ ~ t ~ ~Z8 o Q J ? THIS PAGE \ ~ W ? ~X ~ ~ ~ o J, ~ A ~ 1 ~ :1M W 1 2 AX SLOPE Z i • ~ G~ g 5i - . 1 ? ~ ~ i ~t A8C STONE ~ ~ Z TREATED 2X6 W 3 ABC STONE ? ? ~ ~i ~ ~ ~ ~ i ~~'Y 0 , i r ? ~ ~ ~ ~ ~ 4' MIN. INDTH ~ ~ I 0 ~ 0 ~ 0 0 r • " 1' MIN. ~ i ~ . . , . a . ~ ~ DEPTH,C' ,~.a oo .~o".. ~ • • • .a. do . ? ooq~°o e Aar ° • • , , a r II - 1 .O • o o I • ~ e 0 0 . ~ ? o o n 1 G ASS 1 RIP RAP 18 ! \ ,p 1 ? s E ~ ~ ° ~ ' O 1 n ~ ~Q ~ D • ~ ~ 1 2 REBAR, 2' ioNC MAX 4' D.C ~ ~ o ® d . • r ATTACH 2X6 TO REBAR ' . 1 F...; : sr ~ ON A ; THICK, 10' WIDE, 12 ~ , , , ~tl ~ 1 • ® O a 9 ~ O ~ 1 ? ' LONG ~ I I 1 o. a 2 .oo. , o0 o. , . •o ~ SALLIN $A ~ ~ . . o o o. c~ - ~ ,0.0 3 ~ 110X10, D ~ f,: ~ TRAPIZ DAL CHANNEL, ~ i~'^ 3 B OM 3.• 1 SI S ' 1 • ~ LINE WITH ` IP P ~ f, ~ ~ t ..y. 1' P LINE W1TH ~ 1 ,0' ~ 0 4 m 6 w 0 ~ ,0• .0'd ~ d ~ \ ~ y. P AMAT ~ ~ 1 ~~o . • . ~ • • s N ~ 0. w~ 1 ~ ~ ~ j ~ Q 0 ~ s ~ r I ~ 1 ~ w ~ - . 0 ~ 7 if o a ~ ~ ,i' i ~ ; .o o ~ ~ ~ ~ , . ~ ~ ~ X ~ ~ ~ Q 4:1 MAX SLOPE F Ol ~ , - ~ . (25~) ~ • ~ r~ . i ~ l ~ ~ ~ ~ I ~ I . , ; i . . ~ ~ ~ ~ I i ~ ~ ' 1 ~ ~ ; ;i ~ ~ ~ { 1 ~ r ~ ~ ~ ~ ~ ~ A ~ ~ r o 0 DRY DETENTIQN PON 20 0 20 40 60 NTI N P N P NT H « aura eor~ CITY OF DURHAM , N~hE Gat~oN PUBLIC WORKS DEPARTMENT Scale 1 = 20 ~ i Ib harn 2 116 ,IJNG s PO9dTEDERiA GORpATA PIGKEREI. WmD QUART APPROVED 6 ,I1NG15 ~R15U5 SOFT RUSH QUART ~1~ CAAQ 3 50 IRIS ' F IRiS QUART ENGINEERING DATE Q•••.,..•, 7 IRIS VIR6INIANA BUJE LA6 STORM WATER DATE ~ • ~8S ~ 4 53 SGRII 5 62 GHA: 3 SGRIPUS GYPERINU5 WOOL 6RA55 QUART TRANSPORTATION DATE ~ ' ~ 2 GHASMANTHIUM LATIfi-OI.IUMt RIVp2 OATS QUART 6 40 H1915 DATE SEAL s ~ HI915GU5 MOSGH91T05 MARSFI HI615GU5 QUART ` 1 15 NKRI I MYRIGA GERIFIGA SOU'T}~RN WAX MYTRLE 3 GALLON DATE i X7892 , . S . GINti ~~i `F BP`~~,~ iu Id ~r 2a~a 54.00' 30.00' 12.00 233 4is.00 ANCHOR BOLT (4 TOTAL) ORIFICE PLATE - 1'6" X 3' X 3/16° 41,3 67 D'1" X 2'0" ORIFICE i #4®i ,~4 ®12" O.C., EF. pfe~ sPB, ~sA i OUTLET ORIFICE p Checked __awr_.-- #5 M 12 D.C. f ANCHOR BOLT (4 TOTAL) Dale 5/30/2002 _ ' BLOCK OUT 25'X1' HOLE THROUGH CONCRETE WALL, ATTACH A 2.00 L ®12 ~ C. 3/16" THICK ORIFICE PLATE TO 1HE WALL WITH 4 EXPANSION ,{~6 "L° ®12° p p ~ - 7/8/02 p I p X I X 1 p Re~leant---._.~ L ®12 D.C. ORIFICE PLATE - 16 3 3/ 6 8/ 3/02 I p I p ~ ~ ~ 0 ANCHORS, RECTANGULAR ORIFICE IN PLATE l0 MEASURE 2'0"X0'7" ~ 2_ . 409.50 0 7 X 2 0 ORIFICE ~D2 2-~ ~ L------~ 1.00 n ~ I --1 DO 1 4. DO 200 408.50 - ~ - l O X 2 6 OPENING /N WALL 1.25' 1.25' - - ,~5 L ®12 0. C. 2_ 2-,~8 #6 ML' ®12 p p p 4-,~'4 IN KEY ORIFICE PLATE DETAIL ~6 L ®12 0. C. COC~~TRUCTION DRAWING ®12"0 #4 " .F. 1.00 ~ 2" _ ~ ~ SUBCtNTAL -NOT RELEASED ,~4 ®12 O C., E 200 FOR CON3TflUCTION Shest Title , . I POND 4' 0 4" 8' 12' OUTLET WALL DETAIL Sheet Nwnber Scale 1/4" = 1' CD 4.1 9M R-M CASE NUMBER MI-565 r~ i r \ . , y - j- ' i Y / ~ 1 ~ / I ~ ~ r t ~ 1 I .,4 r y 1 TREf PROTECnAN FENCE r ~y i / i ! r ~ r ~ i~ r ~ r ~ ~ ~ z I r r r , / ~ y... y r 4 ~ r(n ~ ~ r - ~ I ' ~ RI ~ nl ELEVATION - 409.5 ~ ~ r H~ ti I ~ EXISTING GRADE ~ _ r INTE 1 TTENT STREAM g' o ~ ~ / 2 ~ r ~ ~ fr1 ~TTTI " V N _ - BLEARING LIMIT ~ ro WALL; SEE DETAII M1N. 6 TOP SOIL W ~ - ~ ~ e - CL B RIP RAP TOP Of DAM 416.0 ~ VU ~ WETLA DS 1 ! X ' WI CLASS B RIf 2 C , 35 DE Q h CLASS B R1P-RAP PERMANENT POOL ELEVATION - 409.5 ~ • 1 n - ~ ~ _ 20 LONG ~ ~ C 12 THICK, 35 WIDE, 20 ~ ~j ~ 1 35' WIDE, 20 LONG CLASS GRIP-RAP - ~ W ~ ~ ~ - \ _ _ - ~ 0 2.5.1 MAX SLOPE ~ ..r Fars; ~ m-_ ~ ~ ~ ~ Q N ~ ~ l~ ~ ~ ~ i W ~ W- \ MIN. 6 SOIL LAYER BELOW TOP SO1L w ,y ~ Z ~ ' ~ ~ LOWEST ELEVATION - 408.0 FORE BAY BOT70M ELEVA170N - 408.0 ~ ~ ~ti 1 N ~ G ~ 4.1 ~ r I ~ ~ ~ FILTER fABR/C ~ ~ U o ~ W W ~ i 0 N I ~ ~ ~ , ~ ~e ~ ~ z z ~ 1 Z WAL1 -SEE DETAIL _ ~ 1 ~ ~ J . l .r i ~ L SPRE DER ~`2 ~ 1 ~ 1 / ~ ~ , 0 ~Ct~'ST ~`LEV TION - 416.5 ? ~ 1 1 - Q Z p 2 Z ~ ~ 1 ~L1NE SLD NORTH ~ 1 ~ t ~ ~0 0 Z ~ A14lERICAN GREEN SE250 I 1 y~ ~ 1~. 0 10 20 30 o < t - I,' I LEVEL SPRE ER 1 ~ ~ ~ of . 1 - ~ d ° Q n ~ ~ ~ , ~ 1 . ~ ER~ST ELEVATION - 421 \ ~O~o ~ 1 , Scale 1 = 10 1 n~ ~ 90 LONG, E DETAIL , ~ ~ 1 1 ~ ?8 ~ o ~1 ? I THrs PAGE \ w W 0 1. ) ~ ~ ~ 7.• 1 MAX SLOPE Z ? \ ~ f I ~ Aec sroNE o z ? g i . ~ ~ ~ : ~ ~ 1 ' TREATED 2X6 w _I ? l~ , A ~ ~ 1 ~ I . ~ , ~ ~ ABC STDIVE . y l' f ° , m ~ 1 _ ° ~ ° ~ J MIN. a ° o . ° ° ~ ~ ° ~ e w DEPTH ' ~ . 'tom. ° ° o e ~ o ~ e i. ao•eo ° ° ? . ~ ~ it oo°oo . l • o • ? ~ ~ ? . . 00 ° • ° . C ASS J R!P RAP 18 / ~ 0 r " ~ ~o ~ ~ r- ~ 1 2 REBAR, 2' LONG MAX 4' O.C. 0 0 / ~ :O a ~ ATTACH 2X6 TO REBAR I t , . i A'A THICK 10' WI 12' F , s~ ` TION , DE, t \ ~ ~ , C • ® e 0 o 2 r~ t ~ ~ LONG 1 I~ t o• ° oQ. o0 e ° O O ~ ° ° .o r 1 'Xi ' . ' , ' TRAPIZ DAL CHANNEL, I-' ~ o° „ • J ,o~ o° ° .o . ° o, ~ LINE N7TH' IP P < , ~ , ~ 3 B OM, 3.• 1 S! S, 1 X .-r 1 P L1NE WITH ~ ~ • ~ ~ W J r ° . C'J ° ~ boo ° ° e ~ 1 1 • 5 ° ~ N \ • o 0 / A yam: ~ ~ 0 _ v 6 ® I i ~ ~ `~1 l ~ ~ ~ ; I ~ W ~ J ~ 0 7 ° ° e J ~ I 1 T~;1 ~ ~ ~ ° 0. 0 ~ ° • ~ ~ 4:1 MAX SLOPE ~ ~ l ° ° • ~ ?5 ~ 4: ~ ~Ax staPE ~ ~ f (25z) ~ 1' ~ i~ 1 r - I ~ 1 ~ I F----{ t ~ • ..r~~i~~~.~ g f I ~ ~ , ~ ~ ~ 1 t ~ , ~ ~ / , 1 , ~ r ~ , - 1 I 1 ® ~ ~ ~ I ` ~ ~ . ~ ~ ~ ~ ~ ~ ~ , 0 0 j~RY DETENTION PG 20 o Zo 4o so NTI N P N P NT H ~ c~ ea ~ CITY OF DURHAM , w~hE ~o~~ ZE PUBLIC WORKS DEPARTMENT Scale 1 = 20 , la ~ 2 116 ,I1P la t'ONTEDERIA coRnATA FIGKERFl WEED QUART APPROVED ,~~?auu?~u~p• 176 ,uNCUS EFFUSUS SOFT Ruses QUART ~N CAAO 3 50 IRC A~tl. ENGINEERING DATE Q, 50 IRIS VIR6MIANA BLUE FLA6 IRIS QU STORM WATER DATE ~ ' ti9S 4 53 SU 5 b~ GH. 53 SGRIPUS GYPERIPMIS WOOL 6RA55 QUART TRANSPORTATION DATE ~ • ~ b~ GNASMAMiil6hi LATIFOLWM RIYI~ OATS QUART 6 40 HIE ao HIBISGU5 MoSGF~JT05 NWRSH HIBISCUS QUART DATE SEAL = . 1 15 h1'( 3 GALLON 15 MYRIGA GERIFIGA 50UTHERN WAX MYTRLE DATE ~ X892 ~•.'~'.NQINE~•. ~i~ EN P. 0 ~o 2~a 54.00' 12.00' 30.00' 233' f --1.00' 416. DO ANCHOR BOLT (4 TOTAL) ORIFICE PLATE - 1'6" X 3' X 3/16" 413.67 0'1" X 2'0" ORlACE ~4 ~ ~4 ®12" D.C., E.F. Drawn sPe, Asa OUTLET ORlFlCE " CIIaCk~d__ JWf ~5 ~ 12 0. C. , l ANCHOR BOLT (4 TOTAL) DNa s/ao/2oo2 2,00' BLOCK OUT 2.5'X1' HOLE THROUGH CONCRETE WALL, ATTACH A ° • ~ • - - 7 8 02 3/16A THICK ORIFICE PLATE TO THE WALL Wl'TH 4 EXPANSION ,~6 "L" ®1, ~ "c"~12"O.c. " " " ~ ORIFICE PLATE - 1'6" X 3' X 3 16" Rwlaan~ a ~3 oz L®120.G / ~ I I ~ ANCHORS, RECTANGULAR ORIFICE 1N PLATE TD MEASURE 2'D"X0'7" 2_ 409.50 "`1-~- 0'7" X 2'0" ORIFICE .tofu/o2 2-~ L.-----~ 1.00 b ~ ~ 1.00 7 4.00 200 408.50 - . 2- 9 2`~ 1'0" X 2'6" OPENING IN WALL 1.2 1.25' " " - ,y5 L ®12 0. C. - 2-~8 ~6"L"®i " " 4-}~4 1N KEY ORIFICE PLATE DETAIL ~ c ®12 o.c. a~sTR~TroN ~4®12" 4 1 " 0. C. E.F. 2.00' 1.00 ~ 2» = 1 ' Sl1BWNTAI. -NOT RELEASED ~ ®2 , FOR CONSTRUCTION SMet Titla NUNU 4' 0 4' 8' 12' 1 Sheet Number Scale 1/4" = 1' OUTLET WALL DETAIL D 4.1 SITE PLAN CASE NUMBER DOI-565