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Home My WebLink About20070117 Ver 1_Site Plan_20070118r ~ ~2 YI 67 V 1 ~ r ~ r / i ~ ~ ~ \ ~ NVG OUT=4~ 7.92 T/G=418.25 ~ ~ I ~ ~ ~ ~ INV. OUT=414.55 / / r - - _ ~ ~ , Tip-42, .oo DI 65 / / / / ~ ~ ~ INV. IN=417.59 (YI 72) T/G=478.25 ~ T ~ \ ~ INV. OUT=412.30 / / ~ f , ~ ~ , ~ ~ INV. OUT=417.39 y~ 73 ~ ~ ~ ~ ~ / ~ ~T/G 0421.00 ~G OUT=403.75 / ~ \ ~ / ~ ~ ~ ~ 1 INV. IN=416.97 (YI 71) \ ~ C ~ f INV. OUT=476.77 CB 63 / I \ f ~ ca ss r/c=aiz.so i ~ ~ ~ \ ~ ~ ~ ~ T/C=421.50 INV. IN=402.80 (YI 73) w 1 73) U' / ~ 410 r / / / ~ / ~ 390 ~ / I ~ ~ ~ ~ f INV. IN=476.27 (DI 70) INV. IN=402.59 (CB 75) M 75) F-~1 W I ' \ ~ --L ~ ~ ~ INV. OUT=416.07 INV. IN=402.59 (JB 64) IB 64) ~ ? ~ ~ ~ r CB 68 ~~dV• OUT=402.39 IL-i ~ ~ I4 ~ ~ - ~ f P ~ S ~ I ~ ~ " ~ ~ ~ T/C=418.60 ce s2 INV. IN=415.00 (CB 69) T/C=408.50 r - ~ _ ~ . ~ ~ ~ ~ ~ INV. OUT=414.80 INV. IN=399.75 (CB 63) 3 63) W a N - ~ / ~ ~ q CB 78 INV. OUT=399.55 / ' ' < \ ' ' ~T'~ ~ T/C=4-06.25 P ..r - I r. .ri'. w \ _ / / f INV. OUT=401.75 TBC?408.25 ~ ~ 3 76) ~ - - - - - -i - \ ~ - - - - - - - - - - - 1~- ~ ' ~ ~ ~T/G 0404.00 I V. IN=403.59 (CB 76) _ ti - - - - ~ \ - - - ~ / ~ / , i INV. OUT=403.39 r , ~ ' ~ 1 ~ - ~ - t ~ - ~ INV. OUT=401.73 CB 77 \ ? ~ v I ( I j I I + - / I ` - i ~ ~ _ _ v' ~ ~ `1 ' o , , I ~ I ~ ~ ' T/C7404.25 T/C=414.25 0 co I < ~ 'V, ~ 4.5 \ `1 , 1 ' , ~ ' 1 50' NEUSE RIPARIAN BUFFER ~rJ1/, IN=4-01.46 ~CB 78~ OUT=40$.6$ _ ~ ' ~ ~ (MEASURED 50' FROM TOP k ~ II r /i ~ ~ ~ I r - ~ , / ~ i - ~ \ ~ \ I ~ OF BANK, EACH SIDE) IN=401.26 (DI 80) CB 76 ~ ~ INV. OUT=401.06 T/C=408.25 I I _ 1 _ ~ ,r . ~ ~ ~ ~ ~ ~ ' DI 66 INV. OUT=404.03 77) ~ ~ #Ik 'r \ J ~ 1/..-., ' 4 - ~ ~ l ~ s~o \ \ ~ 1t \ ~ ~ , i INV. IN=404.23 (CB 77) ~ ~ \ ~ q / J ~ T/G=418.25 f ~ ~ i ~ ~ / I 1 1 r--- ~ ~ I ~ v ,r+ ~ ~ ~ / ~ 1 / ~ ~ INV. IN=411.85 (YI 67 I \ .I ~ r "0¢.00 r- ~ ' ~ ~ \ \ \ ~ ` \ ~ ~ r ~ ~ r I' INV. OUT=411.65 RIM= 415.00 INV. i, ~ \ ~ - 4 .5 ~ ~ ~ \ ~ ~ ~ , ~ ~ ~ IN=409.60 (ce sa) 66) ( , I ~1 ~ ~ ~ ~ I v 404.50 ~ / ~ ~ / \ ~ ~ ~1 , ~ ~ I ~ s INV. IN=410.20 (DI 66) 65) ~ ~ \ 1~, j ~ ~ 1 / ! ~ INV. OUT ~408.49DI 65) ~E= a ~ I I 11 I ~ r I I ' I I TOP OF BANK ~ 405.00 ~ ~ I'y~' ILF~15"~r2CP\ ~ ~ ~ ~ ~ I~~ (7vP.) ~ ? / ~ ~ / 80 / \ / ~ I 6I I~ 1~ ~ 1~ J ~ o I I \ , A 400 + aos.oo ~ ~ ~ ~2" RCP ~ o~.Qo ! ~ ~ ~ ? I ~ ~ r ? \ ~ ~ . 3 ? I r • ~ / I r ova.°° ~ ~ 4 , ~---r , ~ ~ ~ ~ ~ I = ~ ` ~ / 1 ~ I ~ ~ I I ` ~ PROPOSED STORM / ~ , I J r WATER MANAGEMENT / ~ 404. 0 / C678 '7~ LF 12" I~CP ~ ~ , ~ / / j n ~ / ( ( f ~ ~ POND 2 ~ 408.00 .00 A / / ~ / ~ 0.51 \ \ ~ ~ ~ ~ / ~ , ~ ~ r 1 ~ / ~I I ~ \ ~ ~ / / , ) ~ I~ ~ r i _ ~ r 1 ~ ~ e'e7 1 I I I I ~ , ~ 6I I I . 1 ~ r ~ / I 1 I l ` ~ i 1:: ~ \ ~ T 6 LF 12° R _ _ ~ 7 ~F 15~ RCP ~ ' ~ / ~ ~ ~ o s.saz ~ ~ ~ ~ o o`s» ~ ' ~ ~ , ~ I , , ~ z ~ \ o ~.~.60 of 3.00% ~ ( 1 \ \ ~ ~ ~ I „ O \ J i i \ \ \ I ~ / , , ~ fib LF 8 RC I ~ 0 LF 1 FRCP ~ \ \ \ y ~ y~~ ~ ~ ~c W ~ Q / i . ~ ~ ~ / ~ ~ ~ ,i REl'AININ r,.: ~ r r i ~ ~ 4 8.50 ~ DESIGN CRY / / 418~t~ OTHERS 23.E ,2° RCP ~ i / i \ \ 1 ~ t0.00% I I~ I ~ ~ I ~ 1 I I I ~ ~ ri ~ i r r / r \ ~ : ,419.0 / ~ U\ \ / 420 / 0 \ 421.50 W ~ 10 / / n \ 4~9 ~'R~1P + i ~ i I ~ ~ / M CO r \ \ 4 / \ \ I j'~ I I / I ~ I ~ 6 E-4 E4Qks.) ~ \ ~ - \ ~ 1. o ~ I I 4L 5 Z W cs7 19.Oq \ ,419.00 ,t ~ ~ ~ 1 29,5 F~ RC ~2 1 ~ ~ ~ ~ I ( ~ ~ ~I~` \ 1 1 t ~ NOTES: ~ ~ ` , -.r--'' piss \ / 1 ~ ? ~9 I I I I ~ ~ ~1 Q 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH STANDARDS AND _ \ \ g FFE= FFE- SPECIFICATIONS. `422,00 _ \ \ 419.0 ~ \ 2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. FFE= FFE= ~ / .422.00 422.00 YIS7 / C668 ~ 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS, BUILDING DIMENSIONS, MECHANICAL & °1, ~ ~ ~ ~ ~ 50 LF 6,RCP I I I I ~ ? a~ W a Z PLUMBING DETAILS, AND LOCATION OF ALL APPURTENANCES. \ ~ / l \ ~ ~~'1~40% ~ \ ~ ~1 ~ ~ =-1'tee-ter'-r?~C__ ATI A SAFETY AND HEALTH ADMINISTRATION OSHA STANDARDS FOR EXCAVATIONS ~``,4 72 FFE= 54 LF 12 RC Q „ ti ~ ~ ~ 5.00% P-4 FINAL RULE 29CFR PART 1926 SUBPART P APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE 422.00 ~ N c~ ~ ~ ~ 418.0 ~ w ~ (5) FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY (2O) FEET IN DEPTH REQUIRES THE \ / ~ 33 1 " R P 10~ J~F 15 RCP DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED ~ 2 C RCP , , - ~ ~.,,,~-~-~,P.~- ~ _ --i _ - ~ ~ \ ~ ~ - - gip- . z BY CONTRACTOR RESPONSIBLE FOR EXCAVATION. ®1.0~% 4 1 p ~ 2 .5Q l pl7 ~ ~~~~r~. CBS9 ~ 5. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED ~ ~ - i---=ar-=--ar APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING QR 421.50 421.50 ~ r - INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO 1 a~ THE SUBSTITUTION OF ALTERNATE EQUIPMENT. \ ~ ~ \ 420 6. CONTRACTOR SHALL MAINTAIN AN AS-BUILT SET OF DRAWINGS TO RECORD THE EXACT ~ ~ / I 1 LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SMALL BE GIVEN TO THE ~ 2.00% \ OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO j ~ 4~'4 THE ENGINEER. 9 ~ r`? ` ~ `'o, \ ~ \ 7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED RESTORED TO / ~ 24 LF 12 RC ~ 1 ~ ' • J \ ~ THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR ~ 2,Ogq, \ / F~ P N I F R TH AMA ~ RES 0 S BLE 0 E D GE / , i r~ _ , 8. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR W MAXIMUM DRY C~EN5ITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. ~ 9. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, r/_, ,f- I n/ ' 4 TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH I ~r w STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ~ ALIGNMENTS DEPICTED ON THE PLANS. ~ ~ 10. CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL (1-800-632-4949) AT LEAST 48 ~ ~ GRADING LEGEND +U A HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES ~ LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR ~ SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. n FLARED END SECTION STORM DRAINAGE 11. CONTRACTOR I5 RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE • • • • STORM SERVICE LINE OZ APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES, CATCH BASIN ~ x TELEPHONE PEDESTALS, WATER METERS, ETC.). ROOF DRAIN, 8" ADS -RD RDRD- 12. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DROP INLET NON-PERFORATED TUBING OR EQUAL 1.0% MIN. SLOPE 3' MIN. OR MIN. DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ~ ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE ¦ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN IN r~ REPORTED TO THE ENGINEER IMMEDIATELY. ~ ~ " TRAFFIC AREAS 13. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A - ~ STORM SERVICE ROOF DRAIN f ` G -TP YP - TP TREE PROTECTIQN 0 PRE--CONSTRUCTION CONFERENCE. 14. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE LD LD LIMITS F DISTURBAN r STORM MANHOLE 0 CE .a CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY WOODED AREA V DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOi', FOR ANY WORK DRAINAGE FLOW ARROW 250 DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH 10 CONTOUR 0 ~ LINE BREAK SYMBOL NOTIFICATION HAS NOT BEEN GIVEN. 252 z coNTQUR 15, MINIMUM CORNER CLEARANCES FROM THE CURBLINE OF INTERSECTING STREETS SHALL BE AT 2~0.~0 25a TOP & BOTTOM CURB ELEVATIONS EXISTING 10 CONTOUR LEAST 20' FROM THE POINT OF TANGENCY. NO DRIVEWAYS OR PARKING SPACES SHALL z~a.aa 252 EXISTING 2 CONTOUR ENCROACH ON THIS MINIMUM CORNER CLEARANCE. REFER TO SECTION 3.8 OF THE RALEIGH STREETS, SIDEWALKS, AND DRIVEWAY ACCESS HANDBOOK FOR ADDITIONAL DETAILS. TW=223.aa -TOP OF WALL ELEVATION BW=213,aa-BOTTOM OF WALL ELEVATION - - EASEMENT LINE 16. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN, NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) PROJECT NO. FFD-06000 OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, HANDICAP AREA iiiiiiiriiiiiiiii~iiiiiiii .~~~......,,~..,.,....r.~. (2% MAX. SLOPE) iiiiiiiiiiiirii~iiiiiiiiii FILENAME. FFD06000--G1 OR PARKED VEHICLE. REFER TO SECTION 10-2086 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS. + 25a.6a SPOT ELEVATION DESIGNED BY: LDR DRAWN BY' WAM SCALE: 1 " =40' GRAPHIC SCALE SCALE DATE. 12-19-06 40 0 20 40 ~ 40 8 1 0 SHEET NO. 1 inch = 40 ft. C-13 40 ft. FINAL DRAWING -NOT RELEASED FOR CON AWADAMS FOR CONSTRUCTION - - - V 1 ~ ~1 1 ~ I ~ J~ 1 1 I ~I ~ ~ ~ ~ r~ V ' ~ ~I 50' NE~1SE RIPARIAN~BUFFER ZING J I (MEASURt`9 50' FROM SOP ~°oo ~ RETAINING ' ' I ~ OF BANK_EA6H SIDE) \ ~ ~ W~ #9 9 J BY ~ ~ X44'59"E / / - - - \ \ DESIGN BY i ~ ~ ~ N89'53'12"E OTHERS ~ o ' ' ~ Y ~ / 235.96' / / / l - ~ , 238 6y' m m m S ~r ~ ° Fri \ ~ - \ a _'`y w w N ~ ETAINING ~ ~ 11 ` ` , I ~ ~ ~ ~ ~ S' ///4~7. ~ 407. , ---'S- r ~ ~ N ~ ° WALL, 8 ~2 ~ ~ ~ W 128 LF 24 RCP 3 DESIGN BY ' ~ ~ ~ C?.50 0 I OTHERS ~ J 4 LF 8'~ RCP / 404.5 4 dFl.,,~ / 73 LF 24 RCP I '°i / / 0, 8q ~ ~ ~ ~ ~ / ` f ~ LF 12 RCP ~ / ~ i~ ~ ~ ~ ~ 3~ ~ ; ~ / i ~ ~iz2 ~ RCP ~ r ~ i ~r / / 1 / ~r • , , ~ 11.00 J ~ w o ca \ \ ~ ~ ! ~ ~ l ~ @ 1.00 / ~E.; / , 41 50 ~ , o / ~ ~1 1 l~ i r 11 ~ i I as~ za^~~ ~s ~ / ~'oi ~ _ _ 4bs.oo y , ~ ~ ~ ~ CB 0 / ~ r I ~ / ~ ~ / w ~ ~ \ ~ ~ 1 ~ I / ~-TOPIOF BANK J~ ~ A~4 405.p~0 ~ ~ ' / ? ~ ~ oz ~ worn ~ \ ~ \ ~ ~ ~ ~ (n'j•? ~ ~ / 700 / / FFE~ ~ ~ ~ % ~ ~i • / / / ~ r```'`?, h,, J I ~ w cx w i~ ~ s i ~ ~ \1, ~ / / I I ~ ~ ~ ~r7 I ~~i 41.00 417. ~ ~ / ~ / ~ I ~ ` ~ 0~ ~ / I ~ ~I I~/ ~ I I~ ~ 2 aos.oo ~ a s.oo % / _ ~ / / ~ ~ Rc ~ I~ ~I ~ / / ~18~'LF,g' RCP ~ ~ I ~ i /~~122 F 24" 8 P ~ ~ CB51 3 5 ~ ; cr 5 £ ~ 1 a { ~ 434.50 ~ ~ ~ a 3 ~ ; ~ 3 ~ o ~ 434. ~ oe P C" ~r 444.50 ~ *r. m S7~• ( i i ~I ~I ~ (1 ~ o / 2sx R I X38 ~.oo " `L' o -off ~ HVAC { ~ ~ / FFE= 0 w ~ ~ 1 ~ ~ Ir 1pox tl ~ l J'r ' \ ~ ~ / ~ ~ ~ / wvAC of / , r ~ 432:0 x' B ~ ~ ~ ~ ~ I / ~ 402 0 ' ~ ' ~ , ~ LF ~$%'Ff~ / 432.00 l II a 444. / 9 50 ~ ( w rn o 5 FFE- 438 w rn ~ ~ 44~ FFE= / w 435. w 445.00 ~ / 7 R P / ~ w ~ F£- 444. a . . / a , \ FFE= _ ~ 1 F fF 1 l ~ ~ 9 2,0 ~ ~ 1 o.oax ~ ~ ~ ~ , ~ ~ ~ ~ ~ , / _ 7~ I5~'~" RAP ~ I W , x•32.00 ~ ~ i / 1 ~ ~ 35 ~ \ 1 ' v ~ I~ / / ~ 40~ 0 6I / A I I I .~~8~% ~ ce4s a~r.oo. l ~ / / FfE- =r~ / ~ ~ _ 73 LF 18 R ~ FFE- ~ ~ \ \ ~ / ..435 ~ ~ 0.49% \ 801 RC \ ~ ` / / , 4030 ~ I \ ~ ~ / $ ~ ( 103 ~ 1 431.5a I ~ . o \ / ~ / 9,.- ~ , 103 105 - ~ \ ~ I \ / 34.5,0 ~ 431, 0 110 LF 1 ~ C ' ~ / F ~ / ~ ~ 10.0~~ FFE-- 1 1 .a / / ~ ~ ~ ~m- 1 ~ ~ / ~ ~ ~ ~ ~ ~ c~~ ~ F 445.0 9 ~ 128 15 RC ~ / o X53 1 ~ j ~ ~ ~ ~ ~ c~a~ ; I I I a2~.oo ~ ~ ~ 0.5 % 1 ~ 444 0 ( ( / ETAI ~ ~ ~ ~ i ~ h / >li / ~ 42h:9o erne ( ~ l ; rho V~ALL ~ r ' 403.0 ~ o/ 10 LF ig" RC ~ ~ ~ DE'SIGN 1 ~ ( ~ ~ DESIGN ~ ~ 9 3' LF 12 RCP 444 ~ OTHERS ~ ~ 1 .0 % .50 I I~ I i 1 ~ / ~ ~ o .oo~ on,rER ~ ~ ? I \ ~ 1 ~ ~ / / / ' / ~ I \ 420.50 ~ l ~ FFE= -423 0 p a / ~ 423.5 LF 15" RCP ? ( y I / ~ 1 / ~ / ) ~ ~ ~ FFE= 424.00 1 l ~ / .aO ~ ~ i ®10.oox 44 . r / / ~ / i ' ~ 1 I ~ 1 I ~ aoz.so ~ I ~ 424.00 1 1 i n ,_,.~,,,,~,t~, „ 1 125 LF 12 R P ~ 1 ~ l / CB ~ ~ 0.50 ~ ~ w x Q ~ I 1 1 ~ I I ~ , ~ 6 I ~ / ais.o~ ~ ~ ~ / 'I ceas\\ \ / ~ ~ 1 r 40f>.00 ( 30 LF ~2" RC 4"~L.50 ~ ti / / 4 .50 / y 1 I ~ f ~ ~ ~ ~ ' i ~ ~ ~6 ~ / i ~ 0 1.00!% ` \ ~ / .i6 443 447 r FFE.- C 5 'S I / l 1 °c ~ / ~ 424.00 ~ / / ( 10 ( FFE~- - ~ ? - fi~ '443.0 ~ 443.00 FFE= 0 i ~ j ~b 00 9 LF 8 ~ 44 s w c~ / 25 L 12 RCP ~ 442.50 / ® a. 2~ 1 1 _ 00 13 L~` RCP FF - ~ E - FFE= FFE= Q 443.Op / E-1 E-4 m m - ao - 40 .5 ~ ~ E_ ~ / / ~ ~ ~ / 423.5 I OS ®0.50% 443.00 .447.0 -47.00 ' k as l ~ r ~5n .A~~.. 9 ~ ~ X46 _ % ~ / ~ ~ 1 ~ J u~ II IIa ilu7 11o Ilt~ . UJ h W ~ l.. r.-,. .......423.50 _ ~ ~ ~ ao I / ~ ~ ~ Yl5 l ~r ~ YI59 ~ I ~ ~ R ~ \ _ . , 9 ~ ~w ~ cfl --J ~,=1_ i - - -1-- YI57 - - 44 .5q 446.50 ca ~ r f J ~ _ , ~ ~ ~ ~ 1 9 NS '26'"W ~ / ~ / ~ i ~ 4 4. 4 J , ~ , C871 . / ~ ~ r C871 / / ~ ~ m ~ .,coW0 / / / / / / / / ~ / / 52 LF ~ 2 RCP ~ 83 I~ 12 RC / ~ / / 1 SOX / / / / ~ ~ ~ 0.51 ~ ~ / fff . _ ~ / w w 1 ~ I ~ I . l ~ I I Q / j~ d \ 1 } _ _ _ S 1 1 ' , f t ~r / ti - - - - - ~[I, = - - - - - - - - - - J i - ~ 36 .91 ~ ' T ~ ~tl/2 / \ \ 2 \ \ ~ ~ A \ / , ~ J 45~ .~.w s ' 885210E _ . n st ~ ~ ~ I ~ T/G=444.00 ~-103 CB 53 r M~ m m 503. ~o . - w ~n ~ INV. OUT=442.10 T/C=421.00 T/C=437.50 INV. OUT=417.46 YI 60 INV. IN=421.59 (CB 56) T/G=443.00 CB 45 INV. IN=421.39 (CB 54) M¦~ INV. IN=441.70 (YI 61) T/C=421.50 INV. IN=0.00 Q-105) H ~ INV. OUT=441.50 INV. IN=414.20 {CB 46) ~p~y, OUT=421.19 YI 59 INV. OUT=414.00 I-109 T/G=445.00 ~C 415.50 T/C=431.00 W INV. IN=440.25 (YI 60) INV. W_4~5_[13 (YI 311 w/ INV. OUT=440.05 ~ INV OUT=411.28 INV. OUT=424.83 I-99 CB 4$ CB 50 T G=405.50 T/C=416.30 / T/C=433,80 INV. IN=399.98 I-100 INV. OUT=412.06 I I = ( ) NV N 420A6 (CB 52 INV. OUT=399.98 CB 49 INV. IN=421.06 CB 51 NOTES: 1. ALL CONSTRUCTION SHALL CONFORM TO THE IATEST CITY OF RALEIGH STANDARDS AND SPECIFICATIONS. v p ( ) T/C=427.00 INV. OUT=419.86 I-108 G~~.DTNG LEGEN D 2. ALL D MENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. _ INV. IN=419.22 (CB 50) I-104 T/G-425.00 3. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS, BUILDING DIMENSIONS, MECHANICAL & PLUMBING DETAILS, AND LOCATION OF ALL APPURTENANCES. r>A INV. OUT=423.01 INV. OUT=419.02 T/C=434.00 I-102 INV. OUT=426.03 4. OCCUPATIONAL SAFETY AND WEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART "P» APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. FLARED END SECTION STORM DRAINAGE YI 58 5 T C=421,00 _ / 1105 T/G-443.00 EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY INV. IN=416.52 I-103 T/C=434.00 ~ INV. IN=439.22 {YI 59) _ F ' SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR • • • • STORM SERVICE LINE EXCAVATION. ~ CATCH BASIN INV.OUT=416.32 _ _ f INV. QUT=439.02 INV. IN-423.69 (I 106) ' ,r ,P',~ ,r~ INV. OUT=422.69 p:. ~ 5. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN ROOF DRAIN 8" A h107 CB 43 . r~ - T - ~ r OBTAINED FROM THE OWNER IN WRITING PRIOR T R R N T --RD RD---RD- DS Q 0 DE I G OR IN5 ALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE EQUIPMENT. ~ DROP INLET NON-PERFORATED TUBING OR T/G-425.00 /C-417.54 , ~ y; - INV. IN=410.94 CB 45 ,g 1 INV. IN=422.77 (I 108) ( ) . ~ 6. CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TQ RECORD THE EXACT LOCATION OF EQUAL 1.0% MIN. SLOPE 3' MIN. ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF ~ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN W INV. 0 T=4 77 U 22. INV. IN=410.74 (CB 44) THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. TRAFFIC AREAS INV. OUT=410.54 YI 57 ; CB 47 ~ 7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION :iHALL BE REPLACED~RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR • STORM SERVICE ROOF--DRAIN a ~ T/G=443.00 ~ _a. . T C=419.80 INV. IN=438.50 YI 58 / ( ) THE DAMAGE. -TP TP TP - TREE PROTECTION INV. OUT=438.30 INV. IN=411.62 (CB 48) 0 SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. STORM MANHOLE LD LD LIMITS OF DISTURBANCE CB 55 INV. IN-411.82 (CB 49) 9. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SMALL INSTALL SUCH STANDARD APPURTENANCES AS WOODED AREA T/C=434A0 INV. IN=412.42 (I--102) INV. IN=422.56 {I-107) INV. OUT=411.42 REQUIREp TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS. DRAINAGE FLOW ARROW ~-~~'`'~-~/'`.~../U 10. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (1-800-632-4949) AT LEAST 48 HOURS 25 INV. OUT=422.36 I-101 PRI R T ~ 0 0 BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR 10 CONTOUR I-106 T C=407.00 / TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF ~ LINE BREAK SYMBOL 252 > NORTH CAROLINA ONE CALL . REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 2 CONTOUR T G=434.00 INV. OUT=399.81 / INV. OUT=424.99 1--110 11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE 250 , CB 56 T/G=423.00 ~ 250.5 EXISTING 10 CONTOUR UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. TOWER POLES, TELEPHONE PEDESTALS, WATER TOP & BOTTOM CURB ELEVATIONS 250.00 METERS, Erc.). 252 , T C=437.50 INV. OUT=420.14 / 12. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. EXISTING 2 CONTOUR THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES TW=223.00-TOP OF WALL ELEVATION tNV. IN=430.39 (YI 57) CB 52 INV. OUT=430.19 T/C=437.50 BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER BW=23.00-BOTTOM OF WALL ELEVATION - EASEMENT LINE CB 54 INV. IN=420.83 (CB 53) IMMEDIATELY. NOTE: BOTTOM OF WALL IS GROUND 13. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD APRE-CONSTRUCTION PROJECT NO. FFD-06000 T C=433.50 INV. IN=424.$3 (I-104) / CONFEREN ELEVATION NOT WALL FOUNDATION) GE. HANDICAP AREA ~ . NAME: FFD06000-G1 r INV. IN=422,23 CB 55 INV. OUT=420,63 ( ) INV. OUT=422.03 CB 51 LLD E S ONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR 2% MAX. SLOPE PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR + 250.60 SPOT ELEVATION DESIGNED BY: LDR T/C=439.00 r TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY UIORK DONE DUE TO DIMENSIONS OR GRADES INV. OUT=431.07 SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HA5 NOT BEEN GIVEN. DRAWN BY: SR W SCAM: 1 " =40' C8 46 15. MINIMUM CORNER CLEARANCES FROM THE CURBLINE OF INTERSECTING STREETS SHALL BE AT LEAST 20' FROM TWE POINT OF TANGENCY. NO DRIVEWAYS OR PARKING SPACES SHALL ENCROACH ON THIS MINIMUM T/C=419.50 INV. QUT=414.50 CORNER CLEARANCE. REFER TO SECTION 3.8 OF THE RALEIGH STREETS, SIDEWALKS, AND DRIVEWAY GRAPHIC SCALE ACCESS HANDBOOK FOR ADDITIONAL DETAILS. AI-'E DATE: 16. WITHIN THE SIGHT DISTANCE TRIANGLES SHOWN NO OBSTRUCTION BETWEEN 2' AND 8' IN HEIGHT ABOVE 40 0 20 40 40 sO 12-19-06 THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR IN PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, 51GN> OR PARKED VEHICLE. REFER TO SECTION !SHEET NO. 10-2086 OF THE RALEIGH CITY CODE FOR ADDITIONAL DETAILS. 1 inch = 40 ft. ft. C-12 NaMcADAMS FINAL DRAWING -NOT RELEASED FOR CONS FOR CONSTRUCTION __._~...~~.__T / / a r a m / r B YI6 .r ~ , , ~ , YI 6 ' _ /l~ ~ _ % ~ ~ / ~ r C=426.20 T G-4, w ^r / ~ ~ ~ INV IN= - INV. OU / / / / 421.t~0 {I 94) T/G=432.50 INV. OUT=429.62 C / / IN . IN=420.80 CB 5 YI 6A ONVERT XISTING / / / JB 27 / 1 { ) / / / YI 6A ~ CATCH BASINS TO ~ / I .OUT=420.60 / / / RIM=430.80 T/G=4; / / / / T/G=434.00 1 JUCTION BOXES ` ~ / / B C / _ INV. IN=424.44 (B 2$) 2 INV. INS t ~ _f 1 O I INV. IN=4 4,65 I G=424.70 INV. OU INV. IN=429.30 (YI 6) INV. OUT=429.10 _ 109 / ~ ( ) ~ _ ~ ~ ~ o ~ ~ - i ~ 'I - ~ NV. 0 --424.25 ~ INV. fN-418.40 CB 4 YI 6B YI 6B l - ~ , _._.1 ~ \ 7 ~ \ ~ ~ _ INV. OUT=418.20 = ~ o ~ ~ I$6 TG 4. / ~ / T/G=434.00 - - ~ ti _ - - _ - y~ ~ ~ \ ~ - 1 ~ 1 1 RIM 447.00 CB 1 INV. IN= m ~ m T _ m \ INV. IN=428.97 (YI 6A) _ ^ \ J1 f / / / -I-P ` ~ ~ -~o' \ 3691' ~ J . ~ ~ IN . W=44 T C=419.50 INV. OU \ 0.86 187 / \ ) \ \ \ \ - ~ \ \ I .OUT-440,66. INV. IN-407.90 CB 2 YI 3DB ( ) INV. OUT=428.77 YI30B o ~ / ~2 _ f - ¢5a ~ _ ~ ~ INV. OUT=407.70 . , T/G=434.00 0 _ ---1--1- a~~ 521 a ~ ....u. j, RIM=444,10 r' INV. IN= 1=93 INV. IN=428.44 (YI 6B) H W Z I u , INV. IN=4 rr ~ .q INV. OU ~ 11. _ 38.61; (I 90 -~:,.T/G=445.00 ,9 / ~ ~ / INV. OUT=438:41 / INV. OUT=428.24 > / ~ / r r INV, OUT=440.83 YI 30A .i~•_ / II / ~ YI 30 / YI 30A T/G=432.00 \\~1 ~ ( I/ / ~ ~ ~I X415.50\~ ~ ~ ~ ~ INV• OU ~ ~ ~ ~ T C=430.00:`a T =4 - - / / / G 32.Oa . I / INV. OUT=427.96 \ a C\2 / ~ - w a ! c ~ r. o INV. IN=423 90 (J 27) INV. IN=427.93 (YI 30B) YI 30G / / /95 LF 15 RCP g / _ YI 30C 914 ~ r ~ I ~ ~ ~ ~ ~ ~ 416.00 = / ~ M o ` / ~ INV. OUT-4 3.~0`~ ~ INV. IN=427.73 YI 30A T/G=4; ( ) ~ 6.oa%/ , / / / I - INV. 4U T/G=433.00 INV. OUT=426.98 „ ~ ~ CB 35 / NV. OUT--427.53 ~ ~r 37 LF 18 CP / ~ / \ t 1 1 ~ ~ 11 1; I I PROPO D~ ST RM ~ ~ ~ ~ I - ~ _ ~ ~ _ r' ~ ~ - T/C--447. YI 31A 3p _ f / _ sr . u' ~ / YI 31 ~ fi,00% ~ ~ , / . „ ( INV. IN=440.25 I-86 T G=433.00 4 LF 8 RC / , ( ) / / , > 7 LF k ' , ~ / T/G=43 YI 31 o \ ~ ~ \ \ ~ I I I ` I ~ I / WATER N~GE ENT 1 ~ ~ i I ~ ~ I ~ ~ l / 3 LF 15 RCP a INV. OUT~,440. 5 ~ INV. IN=426.31 YI l % ~ ( 30C I ~ V ) RCP / ~ I I ®3.00% \ NV. N= T /G=431.00 INV. IN=425.62 (YI 31A)j / I-8$ a° / INV. OUT=426.11 / INV. IN= ~ ~ T/C=;44:00 YI32 INV. IN=425.42 (YI 32) v, \\1 `~1~` `1\ 1 1 \ ' PO D~ ~t ~ ~ I I I ~ ss t1~ is" RC / t \ ~ ~ ~ ~ ~ I / a~ z.po~ ~ ~ ~ ~ - INV, OU 1 - / a7. CB ~ \ INV.IN '438 05 I-8 ~ T G=429.00 CB11 ~ { / INV. OUT=425.22 W U X e~ / ~ ~ I-91 / \ / t1 , INV..`0 =4 7.85 INV. OUT=425.66 l \ T/G=44 1-91 W G4 0 CeD T/G=444.00 w Chi ' \ \ 1 ~ \ \ ~ ~ 1 ~ / ~o° > ~ ~ \ ~ ~ I ~ 4~ e.oo ~ azs.oo ~ ols4z ~ ~ ~s ~ o ~.oox 00 LF 18~' RCP ~ I \ / CB 2 A I-9 2 INV. IN= 1.00% / ~ ~ \ _ INV. IN=439.57 (1-92) p ~ ~ / T/C-426 0 T/G=445.00 _ INV. OU E ~ 812 / I@I`l. IN= 23.48 CB 26 IN , = 4 \ ( ) V iN 4 0.27 (I-93} INV. OUT=439.37 W a E 11 ~ \ ~ \ I\ N ~ ~ J \ ~ ~ ( X10 LF 7~ RC ~ X30.00 ~'FE= I 1 CB 28 I _ ~ ~ LNV. O -423.28 INV. OUT=440.07 n 31.5 33.00 T/C=43 CB 28 T/C=431.40 ~ I ~ L ~ / I 1 / $ LF 8 ( 4 _ / ~~YI 37 YI 29 _ FF FFE- J / INV.IN- INV. IN=425.46 (Y1 29) 1~, 1 1 1 1 ~ ~ ~ / / ~ / 413.0 O Q.44 ~ ~ C ~ ~ RC~' - / / ` I ~ T/G- 29A0 T G=431.50 t - 44 .00 2.5 ~ / INV. OU \ 97 ~ / 1.40% i INV. UT=426.41 INV, IN=427.31 YI 30 INV. OUT=425.26 V / ~ ~ ~ pro I ~ 24.00 FFE= / ~ _ 187 43 A0 CB 4 INV. OUT-427.11 ~ ~ ~ / 1 / T C=44 1-87 T/C=445.00 2.00 / I / \ , ~ ~ T/ 442.90 r~---~' I-85 INV. OUl \ I 1 / I - - INV. OUT=441.13 I' ~1'~11 ~1 1, ~ ~ j 1 ~ i ~ ~ / ~ ~ ~ I~ is ~ aza.so 5.50 \ / ~ ~ I - q. INV IN-436.93 (GB 35) T C=427.00 / I-90 \ ~ 1 IN . IN-437.3 I 3 188 INV. OUT=423.18 1-90 ~ ~~11~~ ~I ~ ~ , ~ ~ ~ ~ 2~.5 ( ) ~ 443: O T C=44 _ ~ / / ~ / / ~ I .OUT=43 .73 11 l~ ~ 4 - T/C=444.00 01 LF 12 tC FFE= 2.50 GB 2 INV. IN- CLUB HOUSE / ' / CB 25 2.5 ~ ~ 31.5 f / T C=428.25 S 0.5 % 433.0 / ~ / INV. OUl 1 INV. IN=439.15 (1-91) INV. OUT=438.95 I / / /G=428.0 _ \ ~ I 4 INV. IN-422.99 (CB 24A) FFE- 42.50 43.00 / I F = z NV. OUT 23.14 INV. OUT=42 .7 ~ 15 i YI 15 1 I I'I 1 ~ 1 ~ ' /o / / - - - ~ ~ ~ FFE= _ ~ , FF 31.00 ~ 11 ~ ~ ~ ~ ~ ~ ( ~ i i / ~ / ai 4.00 2s. ~ / / / ~ 2 9 I ~ 433.00 ~ ~ 4 .00 ~ CB 19 T G=43. YI1 / T/G=432.00 `o ~ I ~ ~ ~ ~ ~ ~ ~ / / / / / ~ ~ ~ - - ~ l \ _ FFE= 1.50 ~ ~ ~ ~ ~ I. ~ 1 / / i / / 24.5 FE_ 6 F 12 RC I / / / YI 36 a ~ l = ~ - ~ ~ / / T C- 25.50 INV. IN= / / / .49% / T/G=429A0 INV. IN=429.08 (YI 16) III I ~ I ~I ' ' I i / / / \ g2~, 4~ ~k / / INV. N=418.81 (CB 20) INV. OU1 ~ I l I -l iNV. IN=426.06 YI , ~ / ( 37) / / / ,r INV OUT=418.61 INV. OUT=428.88 f „ ~ INV. OUT=425.87 GB 12 \YI6 ~ ~ I 23 LFt~ / Q POOL 12 RCP / / 18 T C=44 CB 12 T/C=441.50 ~ ~ I I I ~ 1 ~ ~ I ~ / a° rFErwNi - / ~ I ~ 1,00% CB 33A I ~ M ~ -51 L 12 RGP „ ~ / /C=425.00 _ INV. IN= 17 LF $ , RC{ ~ T C-434,6Q INV. IN=434.63 (CB 13) i d ,~-r' 1 / ~ f ~ l ~ I ~ 9% / INV. IN=408.61 CB 19 INV. OUl \ 96 ( ) \ 5.00 / INV. IN=428.43 CB 34 ~ / { ) INV. OUT=434.43 I~ I~ ~ ~ ~ ~ j I ~ ~ ~ 0 ERS BYI r ~ aoa.o 82 ~ ~ _ _ ~ , FF~= - /INV, OUT=40$.41 I , ~ B1 _ I-98 34 , l INV. OUT-428.23 \ f 433, 44 .00 a~ / ~ _ 4 / ~ ~ T C-43 I~ / 1-98 T/C=431.00 ~ ` I I ~ ~ o i i~ ~ I - \ I ! ~ FES 1 CB 23 44'2.50 / INV. OU l i - T INV. OUT=428.58 . , . ~ . I ~ ~ ,o.oa% _ ,,n F ~ ~ ~ ~ / ! I / T G-nat set /C=428.25 F ~ / / 432.50 / YI 14 L. ~ \ „ / - - ~ ~S / 0 LF 12 RCP ~ ~ INV. IN-404.00 (CB 1 } INV. IN-422.56 (CB 25) I / ; / YI 14 ~ \ / _ T G=43 / INV, OUT-4 - / YI6 A / 11 1,00% 08.41 INV. IN=422.76 {I 85) ~ t/ ~ T/G=431.00 ~ I ~ ~ ~ ..,1 ~ ~ ~ I ~ I ~ I ~ ~ 70.007 ~ ( i EfNMtNG I \ / ~ CB 41 _ INV. IN= _ „ / INV. IN-422.36 {CB 24} 9 ~ 12 R ~ / ~ , ~ ~ ~ ~ INV. OU INV. IN=428.37 (YI 15) INV. OUT=428.37 ~ ~ ~ ~ ~ ~ ~ i~ i / ~ i 41 ~ ~ ~ ~ ~6~ GN BY I T =41 INV.OUT=422,16 43.00 / /C 4.50 1'~ / / ' {i` / / INV. OUT=409.50 CB 33 CB 11 / B13A CB 11 z / ~ / / 1 ~ 43 / T C=429.60 T/C=43 J \ RETAINING ~ CB 42 / YI~B I i / T/C=438.65 0 0 / / ' ~ - INV. IN= ~ / ~ WALK ~6 ~ ~ T C=415.50 INV. IN-425.37 (YI 36) / / / r INV. OU I I r ~ ( ) INV. IN=433.08 (CB 12) U~ INV. OUT=432.88 r.. DESIGN BY / ~ / - INV. IN=425.17 CB 33A INV. 1N-410.00 GB 43 ( ) F 49 LF 12 RC OTHERS I'"' / ~ ~ INV. IN=4 INV. OUT=424.97 I-97 ~ / / 10.20 (CB 47) 1-97 I I I ~ I ~ 1 ~ I 4i4.oo ~o ~ ~ / r ~~..oo% . t _ T G=43 ~ ~ INV. OUT-409. CB 22 / a _ I T/C=431.00 ,--f ~ f - INV. IN= / / `1 T C-427.50 F6~E= / r a I ~6 F I-100 / / ' / ~ / INV. OU INV. IN=428.30 (1-98) INV. OUT=428.10 ` #35.00 ~ ~ ~ T C=407.00 INV. IN=421.83 (CB 23) / ~ / ~ F~ I - C 10 / INV. IN-423.63 CB 33 B INV. IN=399.40 //I-101 ( ) CB 10 o ~ P' \ ) / l I / , INV. OUT=399.20 INV, OUT=421.63 T/C=43 6LF12 C ~ / T/C=434.00 ~ ~ ~ / ~ ~ INV. IN= X0.50%~' , / 9/= ~ ) CB 40 JB21 / / / :l - INV. IN=427.38 (YI 14) INV. IN=427.18 (CB 11) W / 446.5,0 , ~ .i T =41 RIM=425.00 INV. IN- 13 ~ ~ f /C 3.50 ~ LF f12 P / ' . _ _ ~ / INV. IN--421.00 CB 22 INV. IN- { ) INV. IN=427.88 (1-97) LO „ FFE~ ~ z INV. IN=405.90 (CB 41 } 1.0% 5LF12 RCP / ~ - p / INV. OUT=420.80 INV. OU / 446.0 447 0 _ INV. IN=403.10 CB 42 p0 - - { ) INV. OUT=426.98 QO ~ ~ ' ~ ~ ~ ~ I RET NING I ~ FE= 424,OQ ~ ~ ~ yy ~ 4 ~ ~ 4.00 ~ / / i ~ ~ ~ 130 ~ 0.51% r " I CB 9 / ~ 9 ~ INV. OUT=402.90 CB 13B 434.50 ~ / ~ _ T C=4 . 9 T/C 432.00 E-+ E-a ~ ~ I II I~'t ~I I ~ D~iGN er I I I / / / , ~ ~ / F~= ~ ~ ~ I II ~ s6'i ~ I OTffERS I ~ ~ ~ / ~ / / ; ~ / 432.00 Y OA 130 ~9 ; / T C-442A0 / 3 / ~ YI 39 / ~ / I „ ~ / - INV. IN= 62 LF 12 RCP INV. OUT-437.45 INV. IN=425.69 (CB 10) w l ws" l T G=401.00 / / ~ INV. OU Y OA ~ 0. 2% ! / ~ INV. OUT=399.15 I-96 INV. OUT=425.49 ~ I~ I~ ~I~. ~ I~ r L ` i I I ~ I ~ 4 b 00 FFE= / 110 LF ~ ~!P / / ~ 4 2E00 R / ~ ~ a, / i , _ / / 1 T C=442.00 I-95 ~ / YI 38 / _ / ~ 1--95 Q ~ ~ 9 IN . T= T/C=42 ~ / / T G=407.00 V OU 437.11 449.50 / 23 LF 12" RC ~ f INV. OUI T/C=423.00 W INV. O.UT=421.35 N ~ ~ / I ~ CB 13A ~ , / INV, IN=398.40 CB 40 I ~ ( ) ~ ~ i INV, IN-398.60 YI 39 /C 444.40 P4 CB 8 'Mee ~ ~ ~ \ ~ ~ ~ ~ ~ ' ~ /423.5 432.0 432.00 432.00 ~ / / ( ) ~ 447.00 ~ T C=42' l / - ~ INV. IN=4 / FF~E- I INV. IN=398,80 I-99 36,96 (CB 138) / I ~ { ) 9 / INV. IN= i T/C=429.50 Q ~ ~ ~ ~ 1 ~ ~ 1 ~0 j V ` 1 :431.50 - i P,~ / / / 447.00 r INV. OUT= INV.OUT=436.76 Q ~ ~ I / 398.20 432.0 a~ ~ / ~ ;r J INV. OU INV. IN=424.12 (CB 9) a INV. OUT=423.92 W ~ ~ ~ d ~ ~ ~ J~~ 4 65 LF RCP ~ ~ I ~ ~ I I 1 ~ I I ~~E= j ~ i' o i,,oo~~ i a~i oo / / ! CB 20 YI 16 431.50 / •5 ~ - / 446.50 f / T G=432.00 i 94 1-94 T/C=423.00 / ~ ~ / T/C=423.75 / ~ - T C=42 INV. OUT-429.47 / ? / INV. IN=419.98 I-11 I ~ FIE= o ~ 1 { o} ~ I I 1 ~ ~~a.oo 1 ce2e i ~o ~ YI30 ~ / INV. IN= / 4 O, _ F / INV. OUT=419.78 CB 13 / 5 ~E_. 449.50 ~ ~ INV. OU INV. IN=421.27 (1-95) INV. OUT=421.07 W 1 ~ a32.oo i I ~ ~ I I 111 ~ ~ I .0 1 ~ I ~ i / / - 4 , / 450,00 7 0 T/C=444.00 / / r ! _ GB 5 CB 5 z ~ ~ ~ V~ 61 I ~ ~ ~~{~,~yz"'RCP ~ l ~ ~ i / FF ` A~ „ INV. IN=436.26 (I 96) ~ / / ~ / T C=42 4 ~ / / ~5 / INV. IN=436.06 (CB 13A) T/C=429.50 p o ~ I~E$2 azs.. ~ 1 2IL~ 18° K P ~ ~ I(~! 5.00 ~ 1 T'" I ~ / / / / ~ INV. IN= / F~ 3~ INV. OUT=435.86 / / F~. / ~ / ,r ~ INV. OU INV. IN=422.92 (CB 8) INV. OUT=422.72 ~ ~ 1<i00~ ~ O / ~ ~•0 t,, r ' ~ ~ 1 h8`, R~P ~ ~ 1 / ~L I 400 /~E° ~ / ~ ~ ~ (h~ 1. ~ C 79 7 L~ 15" RC I ~ 432.00 / p 1~.001 ~ i i I' q~Jl ` ~ ~v /;\l ~ Os a51%5^ R ~ ~ YI3 ~ / ~ / j ~ / ~ / / --67 LF 1 RCP / l C~ 1.00 / ~ / / ~ 45 .00 ~ ~ / / / ~ / / / ; / / I ~ ~ ~ ` ~ I ~ ~ ~ ~ / O 050% / ~R / l / / ~ ~ I h I n s ~ -r,~, ~ .,09 ~ YI3 / ~ ~ I l , / .i.' / / / / 1 / al i l HVAC ~ ~ ~ / rr / (TYP. , ~ ~ I r I I s a2~.so 6 , ~ / / I 'CP 445.50 I ~ ~ i ~ } / "q26 ~ ~ 9 L~FJ 24" % ~ ~ / 7 A0% ~ RCP ~ / / ~ l / „ / 87 7 LF 12 CP FFE' : ~ a / 19 ~ / . ~.,r~ ....}J. ~ 1.00% 1 49 ~ a .00 ~ / ~ ~ / I ~ ~ t\ ~ 1 ~I~ I ~ / ~ / ~~Ai519. 430.0 32 / ~ / / ~ ' I \ i ~ I. I i . \ ~ / r \ ~ .,o ~ _ i ~ / / ~ / 4 .50 ~ / 47 LF 12° RCP ~ l ~ . .,F / ' 4,~ 6 W*I a _0 1177 56 LF 1 RC 446.Od ( , T"." ~ ~ ~ / ~ v v V r ? s I1 lo.\I.\I li it i~i I ~ / 4t ~ ' i ~4 ~ ~~i~ iii oo~ ~ / ~ ~ o i.ao ~ I / 4? 1.003 44fi.OQ ,g 0 ~ ~ ~ ~ l ~ ~ ~ ~ :,r 6 ~ ~ l ~ ~ ( ~ ~ ~ / ~ ~ z~ y ~ l I ~ ~ ~1 I ~ ~ I~~ ~ ~ ~ ~ ~ ~ 58 1F~24" RCP ' IFFE= 29.5 ~ / / / ~ ~ ~ ~ •q ~ ~ ~ I > ~ \ I ~ ` I II II i S ' ~ ~ 0.59% I 430.00 /430.00 ~ I I _ ~ ( _ ~ / FFE= C835 ~ / / / 4, 5 ! Jy ~ ~ µ / . 19 446.0 ~ ~ . :f' n / /445.50 FFE~ ~ ~ 1~ ~ I~ I~ ~ i11 ~ ' FFE= I FF F~I- I C~24 ? I i ~429.~0 ~ Yi37 II (I DE IGN#~BY ~ ~ 446.ao I ~ I ~ ~ / ~ t I _ / ~ ~ ~ ~ 1~ ~ 42800 428!00 i ~ ~ L ~ ~ ~ I~_ ~ _ 1 ~ ~ O~ERS ~ ~ FFE- ( I ~s r I ~ ~ 3 .2a.a...-. W .,we.a.. r / / GRADING LEGEND I 44s.o01 t I I I ~ ~~~e ~ i i 1 ~ ~ ~ so.oo a~o.oo 1 6 I ~o ~~oo ~ r l ~ L 2 RC f + ! I a ~ ~ ~ I~ i, ~ I La7~.~~ I y ~ ' I ~ ~ 9 LF 1 "RCP ~ ~ 1. Oq ~ A / F,t ao~ ~ i I ~ / ICE ' ~ _ / ~ W ~ ~ 56 LF :1 RC ~ FLARED END SECTION ~ ( 446.OQ ~ / STORM DRAINA~ )RM DRAINAGE ' I ~ ~ ~ 1~ , I ~ ~ I~ ~ ~ S ~1~.50% RC ~ ~1 I~ O 0.51 ~I ~ ~ ~ ~ 2.00 i / 1 ~ 1 / ~ / . , T V 191 ~ / S ORM SER ICS )RM SERVICE LINE r~ 1 ' ~ ~ ~ j j 6 ~ r~ ~ ' 1 ~ \ 1 + 2s.ao 1 I zz ~2° R " ~ / ~ CATCH BASIN 2 ~ LF 12 RC ~ _ 9 / FFE- ; ~ t ~ I ~ I I ~ ~ a2s.c~o ~s ~ ~z RcP 1 \ ' ~ 1 ~ ~ o ~.oo~ ~ •0q% / ROOF DRAIN 8 ~ ~ - ...:446.00 ~ / -RD----RD RD ~ A / I T NON-P RFORA' ~ DROP NLE E JF DRAIN, 8" ADS N-PERFORATED TUBING OR 1 ~ ~ ~ 1 ~ a2a.o ~ o~i.oox 1 = ~ ~ e ss~ ~z" RFP I I ( I ~ ~ / C~25 ; ~ ~ YIS ~ O 519 R~P - , ( / EQUAL 1.0% MII JAL 1.0% MIN. SLOPE 3' MIN. 44 .00 - 9 ¦ V ~ ~ y , ; / STORM 5,.RVICE INLET CO ER PVC SC VER PVC SCHEDULE 40 IN I: \ 11 ~ ~~I ~1 1823 ~ 11 1 1 430.00\ \ ~ ~ ~ / ~ pp ~ '``.~~••.N.%y TRAFFIC AREA,. a ~ ~ 34 12 RC ~ 1.00% ! kFFIC AREAS ~ / STORM SERVICE ROOF-DRAIN .00% r / ~--TP 1P 1P TREE PROTECTI _E PROTECTION / I / ~ ~ ~ II til F~=~ ~ / 445.5 s / STORM MANHOLE LD LD LIMITS OF DISTI sr / / ITS OF DISTURBANCE ~ RE~`AINING ~I 6 ( 428A0 _ / ~ 50%~ ~P / - - ~ _ ~ ~ ~ ` . / ~ ..a WOODED AREA ~ r ~ ~ DRAINAGE FLOW ARROW F 1 / ODED AREA ~ ( ~ 52 L 2 66 LF 1 RCP. 250 DESIGN Bl~ \ ~ \ ~ y.00~ pI - ~ l.F 15" C ~ ~ ~ ~ 5.00 ~orHaz~ ~ ~ ~ ~`~l . I ~ ; ~ x.50 f / ~ - - ~°4q - es - _ `I~~.~ ® /1.00% / ~ i 10 CONTOUR / / ~ 5.00 ~ / r..~ / / LINE BREAK SYMBOL 252 CONTOUR _ 2' CONTOUR - . ~ 250 CONTOUR C834 c50.50 TOP & BOTTOM CURB ELEVATIONS EXISTING 10 Ci ~ 9 / 250.00 STING 10' CONTOUR PROJECT N0. FFD-06000 ~ .I 252 ~ EXISTING 2 CO STING 2' CONTOUR FILENAME: FFD06000-G1 ~C ° ~c~ F'/~ ~ / TW=223.00--TOP OF WALL ELEVATION > ~ _ - EASEMENT LINE 3EMENT LINE DESIGNED BY: LDR . ~ X36 !LF ~0" R - - - 4 - - - - --mss ~ - - ~ ~ / ~ 8 W ~ / BW-213.00-BOTTOM OF WALL ELEVATION w ~ ~ (NOTE: BOTTOM OF WALL IS GROUND ^_i e _ Yo 274.23'.x-' _ , i ~ ( ° _ ~ ELEVATION NOT WALL FOUNDATION ~ ~ HANDICAP ARE DRAWN BY: WAM NDICAP AREA _ 1 I { ~ ~ _ _ / ~ 2% MAX. SLOE ~ ~F. o MAX. SLOPE) SCALE: 1 »=40' l ~ ] ~ ~ ~ in in ~o iu in ~o ~ ~o ~ I I I 1 \IX EX. 15 R P ~ / + 250.60 SPOT ELEVATION f ' DATE: 12-19-06 I i f i RCP IX. 18" RCP ~ i C~,NTE~RVIE~ DRIVE ~ ~I / / I / GRAPHIC SCALE LE I I 'l 5 ` ` SHEET NO. ~ ~ ~ ~ ~ ~ . s 40 80 c _ 11 - - 1 ~d ~ 1 Inc = 4 t. ~ / h 0# t. ~ 1 ~ I r fiMcADAMS ' FINAL DRAWING -NOT RELEASED FOR CONS { OR CONSTRUCTION rwrrr~rr~rrrr~?rrr ~i tir~~trl~r~r ~r~ Yr~rrl~r.~M~r !i' wrr 11~Y 11~`C1' n I"-~V l.C7 y I'_ ~ i rr., ti` y~y-yk1'f i~]~~.~y_-.7.r ~t ~p i,r i.I~ •rrlwlM~r~~lAw• . / ~,r ~rM1i • ~rIMMrM.~a~~~~~~~... ~r wr ~rM _ \ M 391,7 ' ~ - ~ ~ ! ~ 1 \ a VIN 12" D ~ ~ s,ab ~ r -1- ~38b V 1 ~ ~ Rl~l°3~7 \ ` 12"' D =382, - ~,~tE; ~ I ~ _ - l r at ~ ~ / 1 i / i i - ^--r-.~ ~ t p _ I I_ ~.~-~t r~ r~r ~ ~ ~ ~ t V PVG -384 ~ ~ ti.•- t ~~`I -r x / 1.5 ~ 1 s~ - _ 1 -F I 77-( i) IM/ OUT 12"73iP~ i ~ r.~,,,_, i v ,r I i ~'I ~;;r~ ~ ~ ~ \ ,na~ s g ~ , 1 1 ~ e t ~ V ~ I I1 . c - ~ ~ - ~ \t ~ ~e e ~ / i ~e U e - v i . i 1~ I • t U~ yf,~ I .1 -I I R= 4,.. 111 1 f p~ .1,7~Q +I. 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J ~ M z ~ i ~ ~ ~ 4 ` ~ ~ ~I j...... / PROJECT No. FFD--06000 ~ 1 I A ~ 1 _ L "'1' I I r FILENAME: FOR06000X--EX1 ~ c. ~ ~ ~ ~ o rox locatjon . DESIGNED BY: JR A ~ - ~o~ o~ line DRAWN BY: JRA O ~ n ~ I I~ SCALE: n 60' r - -I - DATE: 01--08-07 • i f 1 ti. I 1 ~ I 1 # ~ ~ r~ I I I ~ GRAPHIC SCALE IC S C ALE ~ 1 r ~ M d i I ~ r ~ ~ i ~ ~o ~ 30 ba I - - _ _ _ M1"C~- ~ d SHEET No. 30 60 1 '1 OF 1 ~~qi1~ Mw ~Iw ~~Y~~~YY'Y Ij I ~ I ~ ME" l~ I I i ~ I~ i I J 1 inch = 6Q ft. 60 ft. McADAMS ~i i 1 ~ i li 1 FRELIMINARY DRAWING NOT RELEASED FOR CON FOR CONSTRUCTION lm7