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HomeMy WebLinkAbout20061349 Ver 2_More Info Received_20160225 Strickland, Bev From:Kevin Burke <kburke@cjtpa.com> Sent:Thursday, February 25, 2016 2:21 PM To:Smith, Cherri L Subject:Longview (Galway Glenn) - MFP07486753 11/05/2015 12:49 Cheri attached is a plan showing the plan and cross section of the proposed culvert #2. I have also included a copy of the overall grading plans. Culvert #1 is shown on sheet CD-3.0. 80% of the drainage area is coming from NCDOT roads and right-of-way. The drainage area in the NCDOT right-of-way is piped and the outlet is only 60’ upstream from our proposed culvert. After the drainage passes through our proposed culvert, it drains into an existing 42” RCP which is only 90’ from the outlet of the proposed culvert. We fill that lowering the pipe 1’ below the existing grade has no benefit because the existing conditions stated above. Please let me know if you need any additional information. From: Bill Mullin \[mailto:wmullin@jhcarterinc.com\] Sent: Tuesday, January 05, 2016 10:08 AM To: 'Kevin Burke' <kburke@cjtpa.com> Subject: RE: Send data from MFP07486753 11/05/2015 12:49 Kevin, The state’s Cheri Smith cherri.smith@ncdenr.gov just asked me for a crossing section of culvert to show it is buried, per regs. -Bill 1 The linked image cannot be displayed. The file may have been moved, renamed, or deleted. Verify that the link points to the correct file and location. 2 LEGEND FH EX. FIRE HYDRANT OU EX. ELECTRICAL LINE © EX. GAS METER 0 EX. POWER POLE S EX. UNDERGROUND STORM SEWER LINE m EX. SIGN SS EX. UNDERGROUND SANITARY SEWER LINE EX. SANITARY SEWER MANHOLE GRADE W EX. UNDERGROUND WATER LINE EX. STORM MANHOLE EX. TELEPHONE PEDESTAL EX. TREELINE D4 EX. WATER VALVE EIP EXISTING IRON PIPE ® EX. WATER METER SIP SET IRON PIPE w� EX. WATER MANHOLE D. B. DEED BOOK P. B. PLAT BOOK ® EX. YARD INLET T. M. TAX MAP PROPOSED FDC PIN PARCEL IDENTIFICATION NUMBER ® PROPOSED PIV 60" PROPOSED TREESAVE PROPOSED BOA RCP © C. 71% ® PROPOSED WATER METER 0 PROPOSED SS CLEANOUT PROPOSED TREE REPLACEMENT m PROPOSED FES 0 PROPOSED STORM STRUCTURE EXISTING EXISTING STREAM BUFFER 13 E/ IV-Od 52 �OtiQ 00 n � TC380.36 � 1 // // t TC379.92 1 // 0 T 1 37 0I / 0 T - / /, li y3 5 1 IIc 79 1 /CD -3.6 CULVERT #2 - PLAN VIEW SCALE: 1" = 20' it !f�����- mss• • : •'�•�� App '• '• -�,� • ... Y I a 6 �d • � • rI, � /X3 x 1 Il I� I I �. 376.5 (BW I 79 ( : 3JYdO H;1MOd 3 5 y �: / Q 2/CD-3.6 CULVERT #2 - SECTION A -A SCALE: HORZA" = 10' VERT: 1"= 5' PIN: 0872-01-16-6744 I0) 0 N I z� J � d i zL �L We We z; z` W Cafter jewefl ThamesRA. 111 West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com Project: LONGVIEW 214 MORREENE RD. DURHAM, NORTH CAROLINA PIN# : 0812-01-16-6744 PARCEL ID# 174391 OLD TM# 757-02-002 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 AHM,MAH,KMB,JCJ CNH,PBR 09-07-2012 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS 12-09-2015 EC COMMENTS 02-02-2016 PW COMMENTS Cd�l Sheet Title: CULVERT #2 PLAN Sheet Number CD -3.6 DURHAM FILE NO. D06-211 PROPOSED GRADE GRADE 380 EXISTING 60" RCP @ 0.71%-----,60" RCP © C. 71% j70- 1' BELOW BOTTOM OJ7 EXISTING STREAM ;3 360 0 10 20 30 40 50 60 2/CD-3.6 CULVERT #2 - SECTION A -A SCALE: HORZA" = 10' VERT: 1"= 5' PIN: 0872-01-16-6744 I0) 0 N I z� J � d i zL �L We We z; z` W Cafter jewefl ThamesRA. 111 West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com Project: LONGVIEW 214 MORREENE RD. DURHAM, NORTH CAROLINA PIN# : 0812-01-16-6744 PARCEL ID# 174391 OLD TM# 757-02-002 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 AHM,MAH,KMB,JCJ CNH,PBR 09-07-2012 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS 12-09-2015 EC COMMENTS 02-02-2016 PW COMMENTS Cd�l Sheet Title: CULVERT #2 PLAN Sheet Number CD -3.6 DURHAM FILE NO. D06-211 RIM. -41 1. 65 �_) PIN: 0812-01-16-6744 w 1. INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL. % 18"CPP INV IN:408.30 STEEPER THAN 2.5.1 MAXIMUM. CUT SLOPES SHALL BE NO 2. ALL BANKS, SWALES, AND FILL SLOPES SHALL BE NO ST "A -V STEEPER THAN 2. 1. 0 18 "CPT' INV OUT.,407.7,5 w TIC - 4 1 77 J. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS, - AND TO ENSURE THAT ALL STORYWATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE 18 "CPP INV OUT.408-32 4. CURB SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS OTHERWISE NOTED. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM 1.87. CROSS SLOPE IN THE DIRECTION SHOWN ON THE IL PN. W 6 LAEXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED TRIANGLE SURVEYORS DATED J-21-2006. 7, ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH TRANSITIONS. 0 f RIM. -384.11 8. IF ANY OF THE EXISTING STORM DRAIN SYSTEM THAT IS BEING TIED TO IS FOUND IN DISREPAIR OR DOES NOT IN. -J77.91 N IN z CONVEY RUNOFF PER THE CITY AND/OR NCDOT STANDARDS, THE SYSTEM SHALL BE REPLACED PER THE LATEST CITY E INV IN:377.9 7 OF DURHAM DESIGN OR NCDOT STANDARDS. -j86,, j L 409.00 (TV) RIM. ts -377.61 9. ALL DOWN SPOUTS ARE TO TIE INTO THE STORM DRAIN SYSTEM. INV OU� SEGME TAL RETAINING W�LL INV IN, -J' 10. SHOP DRAWINGS AND CALCULATIONS SEALED BY A NCPE FOR RETAINING WALLS ARE TO BE PROVIDED TO THE ET // L V V 0 U T., ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 400' 0 Z P-409 98,50 (BV) 409 oq.ao_(rw) , Z GENERAL NOTES: Z < L J C 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCE Y' PF T, . t . : LA z EXI I ING PROP R L CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH CH TIE PROPOSED CURB INLET TO 4 50 (TW)' LEGEND . ... .... NOTIFICATION HAS NOT BEEN GIVEN. Ix 9 '0 00 w EXISTING 18" STORM PIPE. 3 Z (70) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM ANDIOR NCDOT STANDARDS AND W REPLACE CURB & GUTTER AND 404,& V) A �REE;. PRO'TECTIQNI� SPECIFICATIONS WHERE APPLICABLE. ai EX. FIRE HYDRANT V, SIDEWALK TO EXISTING JOINTS 0,�T3,04 (BW) �E:i T )-�8 J. CONTRACTOR SHALL NOTIFY 'NORTH CAROLINA ONE CALL" (1-800-02-4949) AT LEAST 48 HOURS PRIOR TO r) z EX. GA; S AS NECESSARY TO CONSTRUCT METER INLET. BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL EX. POWER POLE w UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL" -J80J. 5 EX. SIGN PAD 396.5 4 PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A P'RECONSTRUCTION vloq (TW) N 11VV //v - X E INV CONFERENCE WITH THE CITY OF DURHAM INSPECTIONS DEPARTMENT I "1"", 3 (B SANITARY SEWER' tX -3766, AND A REPRESENTATIVE OF THE ss EX. MANHOLE RTMENT (919) 890 IN., OWNER. sT EX. STORM MANHOLE PA /0 5 INV /AL 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE PAD397.5. T, 096.94 6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD ;p 98.7-1 SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO GEEASEMENT -1, EX. TELEPHONE P �TOP 101" PEDESTAL ' V , I IpVV OUT,- GENERAL CONTRACTOR. sv N LW YPAD 3955 /Z_ >< EX. WATER VALVE -6.' WIDE DRAINAGE EX. WATER ENT CONSTRUCTION ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE R METER E_ 'CL_57 BEGINNING RELATED CONS EX. WATER MANHOLE IMMEDIA TEL Y PAD 3965 7@7 EX. YARD INLET 7 SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN J:1 (H.V) SHALL BE APPROVED, PLACED PAD 395 0 AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED AS 1p . .... -1 MAXIMUM. CUT SLOPES SHA PROPOSED FDC �b SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 67� 8. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5. LL BE NO PROPOSED BOA I - 1. 0 PROPOSED PIV 7& 0) @ PAD394.0 Q,� STEEPER THAN 2. 5 PAD 395.% [2E3 PROPOSED WATER METER ET LAWN AREAS, 9. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR W V S OR OTHER POINTS OF DISCHARGE. 79 -,n 0 PROPOSED SS CLEANOUT AND TO ENSURE THAT ALL STORM WATER FLOWS TO INLET 392.5 PAD 394. Er -D PROPOSED FES 5 STORM DRAINAGE NOTES: 04 PROPOSED STORM STRUCTURE V 11V V �ou�er .� evve I i T1 a mill I I I West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com P-3 2 Project: 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS N REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE OU- EX. ELECTRICAL LINE 65YI 47 V\OUT. -SIT 2. ALL ON E STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS. d PAD 3915 A CP -S EX. UNDERGROUND STORM SEWER LINE 394_�) (TV)i LL STORM DRAINAGE CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS. ik' SS- EX. UNDERGROUND SANITARY SEWER LINE J. ALL CONCRETE USED TO CONSTRUCT STORM DRAINAGE STRUCTURES SHALL MEET A 3935 77-� L VIEW V, "I'mu" J000 Psl COMPRESSIVE STRENGTH. EX. UNDERGROUND WATER LINE W_ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SE4LER, WHICH CONFORMS TO AA HT SPECIFICATION . ........... - ----- M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. EX. TREELINE 97 z 6. THE INTERIOR SURFACES OF ALL STORY DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN �60 N, N�\ ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. EIP EXISTING IRON PIPE REE FROM ROOTS VEGETATIVE MATTER WASTE CONSTRUCTION SIP SET IRON PIPE ACKFILL SHALL BE NON -PLASTIC IN NATURE, F Y 7. ALL B D.B. DEED BOOK ol -77- MATERIAL, OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY 214 MORREENE RD. P.B. PLAT BOOK Z 10 MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING DURHAM, NORTH CAROLINA A T.M. TAX IVIMr- I ; N U\ E", t. BLOWS OR PROOF ROLLING X PIN PARCEL IDENTIFICATION NUMBER Zp SS 2/CD-3.0 PROPOSED TRE SAVE 41 GU "tJ GRADING NOTES RE:2/CD -8.2 V, aLu1 PROPOSED TREE REPLACEMENT TREE SAVE AREAi t/ A F7 40 0 40 80 120 Scale 1 40' 'I /CD -3.0 GRADING PLAN SCALE: I" = 40' ALL CURB INLETS TO BE RE: 8/CD-8.0 UNLESS OTHERWISE INDICATED ON PLANS OUTLET V(10) FPS APRON MATERIAL LENGTH (FT.) WIDTH (FT.) DEPTH (IN.) OUTLET 1 6.95 STONE FILLING (MEDIUM) - Cl_. B 15 7.5 18 OUTLET 15 7.15 STONE FILLING (MEDIUM) - CL. B 12 6 18 OUTLET 36 5.97 STONE FILLING (MEDIUM)- CL. B 12 6 18 OUTLET 42 11.78 STONE FILLING (MEDIUM) - CL. 1 16 6 26 OUTLET 28 8.51 STONE FILLING (MEDIUM) - CL. 6 7.5 3.75 18 POND 1 OUTLET 8.28 STONE FILLING (MEDIUM) - CL. B 15 15 18 POND 2 OUTLET 8.15 STONE FILLING (MEDIUM) - CL. B 12 15 18 Culvert 1 5.87 STONE FILLING (MEDIUM) - CL. 1 27 13.5 36 Culvert 2 6.08 STONE FILLING (MEDIUM) - CL. 1 30 30 36 4/CD-3.0 RIP RAP CHART PIPE SEGMENT UPSTREAM RIM UPSTREAM BACK OF CURB INVERT UPSTRM INVERT DOWN. LENGTH DIA. SLOPE PIPE MATERIAL O-RING/ GASKETTED FES1 TO JB2A 386.00 Na 380.20 380.00 28 30 0.71 RCP YES JB2 TO JB2A 390.00 n/a 380.50 380.30 28 30 0.71 RCP YES CI 3 TO JB 2 390.35 390.85 381.29 380.60 98 30 0.70 RCP YES JB 4 TO CI 3 389.53 n/a 381.62 381.39 32 30 0,72 RCP NO CI 5 TO CI 4 387.00 387.50 382.67 381.72 135 30 0.70 RCP NO CI 6 TO CI 5 388.29 388.79 383.39 382.77 88 24 0.70 RCP NO CI 7 TO CI 6 388.60 389,10 383.98 383.49 70 24 0.70 RCP NO CI 8 TO CI 7 389.40 389,90 384.61 384.08 75 24 0.71 1 RCP NO CI 9 TO CI 8 390.25 390,75 385.37 384.71 74 18 0.89 RCP NO CI 10 TO DI 9 390.25 390.75 385.69 385.47 22 18 1.00 RCP NO CI 11 TO CI 10 391.00 391.50 386.06 385.79 27 18 1.00 RCP NO CI 12 TO CI 11 391.00 391.50 387.90 387.68 22 15 1.00 RCP NO CI 12A TO CI 12 392.50 393.00 389.00 388.00 93 15 1.08 RCP NO CI 13 TO CI 11 393.50 394.00 390.00 388.00 59 15 3.39 RCP NO Cl 14 TO CI 11 391.00 391.50 387.13 386.31 82 15 1.00 RCP NO Y147 TO 0114 390.50 n/a 388.00 387.23 77 15 1.00 RCP NO C1 4A TO CI 4 389.95 390.45 386.09 385.86 23 18 1.00 RCP NO CI 413 TO CI 4A 389.50 n/a 386.50 1 386,19 31 15 1 1.00 RCP NO CI 6A TO CI 6 388.29 388.79 385.50 385.25 23 15 1.09 RCP NO CI 5A TO CI 5 387.00 387.50 383.71 383.49 22 15 1.00 RCP NO CI 5B TO CI 5A 386.80 n/a 384.10 383.81 29 15 1.00 RCP NO CI 59 TO CI 7 386.60 387.10 385.60 385.36 23 15 1.04 RCP NO CI 58 TO CI 4A 392.94 393.44 389.94 386.34 99 15 3.64 RCP NO JB 16A TO HW15 390.50 n/a 381.81 381.60 15 24 1.40 RCP YES 0616 TO JB 16A 386.00 386.50 383.25 382.56 69 15 1.00 RCP NO CI 19 TO JB 16A 394.07 394.57 389,90 386.50 82 24 4.15 RCP NO CI 20 TO CI 19 394.22 394.72 391.20 390.98 22 15 1.00 RCP NO CI 21 TO CI 19 S-94,46 S94.96 390.35 390.00 33 24 1.06 CI 22 TO CI 21 394.46 394.96 390.70 390.45 22 24 1,14 RCP NO CI 23 TO CI 22 396.60 397.10 392.19 391.90 70 18 1.41 RCP NO CI 24 TO CI 23 397.24 397,74 392.46 392.29 17 18 1.00 RCP NO CI 25 TO CI 24 397.24 397.74 392.78 392.56 22 18 1.00 RCP YES CI 26 TO CI 25 398.14 398.64 394.54 394.32 22 15 1 1.00 RCP N CI 27 TO CI 26 398.31 398.81 395,10 394.87 23 15 1,00 RCP NO C123A TO C123 396,54 397.04 393.47 393.25 22 15 1.00 RCP NO YI 48 TO CI 25 396.00 n/a 393.50 393.28 22 15 1.00 RCP NO CI 37 TO FES 36 381.88 382.38 373.17 372.35 112 24 0.73 RCP YES CI 55 TO CI 37 383.57 384.07 380.34 378.38 127 18 1.54 RCP NO CI 40 TO CI 55 385.29 385.79 381.76 380.84 92 15 1.00 RCP JB 53 TO CI 40 386.57 n/a 382.45 381.86 59 15 1.00 RCP NO YJ 50 TO JB 53 385.50 n/a 383.00 382.55 45 15 1.00 RCP NO CI 33 TO CI 37 380.50 381.00 374.55 373.67 88 24 1.00 RCP NO CI 34 TO C133 378.90 379.40 375.52 374.62 90 18 1.00 RCP NO CI 35 TO CI 34 378.90 397.40 376.00 375.77 23 15 1.00 RCP NO CI 38 TO CI 37 381.51 382,01 378.17 377.90 22 15 1.23 RCP NO CI 39 TO CI 38 381.60 382.10 378.50 378.27 23 15 1.00 RCP NO CI 51 TO CI 39 381.90 382.40 378.90 378.68 22 15 1,00 RCP NO YI 54 TO CI 55 384.00 n/a 381.50 381.00 42 15 1.19 1 RCP NO CI 41 TO CI 40 385.29 385.79 382.79 382.55 24 15 1.00 I RCP NO PIN#: 0812-01-16-6744 PARCEL ID# 174391 OLD TM# 757-02-002 0000000000000 CS%\\ CARO0a, SEAL z 35003 E o tZ 4 lop ON B V 04 000000 00 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 CNH,PBR 09-07-2012 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS 12-09-2015 EC COMMENTS 02-02-2016 PW COMMENTS S Z14IM" Sheet Title: fi4 k -JT CULVERT 386.00 n/a 377.00 376.47 53 54 1 1.00 1 RCP NO GRADING CULVERT 2 379.00 n/a [:365.59 365.32 1 38 r 2-60 1 0.71 1 RCP I NO I PIL-JAXN YJ 52 TO CI 57 401.20 n/a 398.00 39714 1 13 15 1 2.00 RCP Sheet Number CD -3.0 3/CD-3.0 STORMWATER DRAINAGE CHART DURHAM FILE NO. D06-211 PIN: 0872-01-16-6744 0) % LEGEND N, EX. FIRE HYDRANT OU EX. ELECTRICAL LINE EX. GAS METER --73\ 0 EX. POWER POLE S— EX. UNDERGROUND STORM SEWER LINE EX. SIGN SS EX. UNDERGROUND SANITARY SEWER LINE pol EX. SANITARY SEWER MANHOLEj W— EX. UNDERGROUND WATER LINE EX. STORM MANHOLE o" 'EX TELEPHONE PEIDESTA EX. TREELINE )S� L v>< >< EX� WATER VALVE� EIP EXISTING [RON PIPE A -A, D.B. DEED BOOK WATER METER' SIP SET IRON PIPE 0 EX (2) EX. WATER MANHOLE P.B. PLAT� -BOOK X. YARD INLET T.M. TAX MAP PROPOSED FDC PIN PARCEL IDENTIFICATION NUMBER N, PROPOSED PIV PROPOSED TREESAVE PROPOSED BOA - - ---- 5" 1p PROPOSED WATER METER OSED TREE REPLACEMENT P�bp 0 PROPOSED SS CLEANOUT f D::3 PROPOSED FES C x, ............. EXISTING STREAM BUFFER j STORM STRUCTURE F 7 L AAD38�.5 AREA 7–S I co PAD 38p, 0 TREE SAVE AREA (0.91 AC.) . ... ..... ..... . ju a PAD�389�6 & 62' 390, L @ D 0 LIMITS STURPANqE 9 T-1 —T- D� PA 4 if PAb 39 i. tj PA 6 390. 0 t=7-= 7 . ............ DTH D NAGE EMEN 5' WIDE DRA INAG EASEJENT %ARIBLq I 85 PAD 39it 5 J Ic N/LOT ---------- pq WALL EGM NTALI LIMITS 017�-DISTU BANCE N1, 948 39 Z–m fly 1A, V, 6.5' bftWE 25 'A' LL Z U 0 < 8 TC292 74 wls-9�? 1 % /09 )C) Q1 PAD 392. 5 Ob), 1, dONCR E 45 r -PROPERTY PAD 392 0 LINE" PAD392.0 PAD 39f0 11 IPAD39 -T- fir t 6' pAb391.0 oL Al� A p (�6) \7 –N Q5 ------ 395.0 1�03 llt-ll 1 — PAn.wno uj� - F -TT 1 -1 AD 389.01 C 1 2 gl @P / / 1 4 39 J 17, TC380.36 PAD 387.5 -1b (33 L CI �8 J 141 J/ C IA J 5 40 YI,50,iF6 \ ---------- 55 Of 37 P-386 LL J HN PAD PAD 5 IAUJUV.0 5 PAD �86.5 0 -17 C1 C ID 398.5 Q)8 04 AD 386.5 N U,3bO TAL EN INING WALI )�?6385,0 0 384�5 Ar� Z PAD U� 22 f 6R FAD384.51 r U-28 X (23)' PAD 383.5 ---------- PAD383�O PAD 383.5111 r7 Filr�R PAD 383 0 PAD383. 0 Q 6) o 7, V, c 77, 7z 7 V 1b, 81 FER \-ASPHA AREA 1 O–S SEGt HEADER RE: CD 8.2 'TREE SAVE ARI5k INING WAL (0.06 AC.) INV. 369.69 50' S REAM BUFFER -S 7L– END CONCRETE AREA 12 TREE SAVE AREA TREE PROTECTION F NCE (TYP . RETAINING WALL ING GRAVEL E R/E. .47 AC-) DRY DETENTION POND (POND 1) 'ST 1/CD-8.0 TAD TO REMAIN –3.2 PONI;Y 1 PUTLET STRUCTURE SEE SHEET: CD TIE TO EO STORMWATER SEE" SH)ZET CD -3.2 Z RMOR EXISTING SEWER EASEMENT AREA 9–S Z' HEADWALL EASEMENT PER CITY OF DURHAM STANDARDS � 1717 TREE SAVE AREA CONCRETE RETAINING WALL RE: 11 /CD -8.0 1,7 (0.27 AC.) LIMITS OF DISTUR ANCE .. . ..... .... ...... All I /CD -3.1 GRADING PLAN SCALE: 1" = 40' 40 0 40 80 120 Scale 1 40' ALL CURB INLETS TO BE RE: 8/CD-8.0 UNLESS OTHERWISE INDICATED ON ---PLANS Z Z z > It 'L w W C Z C < 0 ( z w Lauker jewefl n Tnamesp. I 11 West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com x= PIN# , 0812-01-16-6744 PARCEL 1D# OLD TM# 757-02-002 �000000000 �\ CA1?0'0o, SEAL 35003 00 v B FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Nu-nber: 1541 D[awn AHM MAH KMB _icj __L� Checked CNH,PBR r— -- Date 09-07-2012 Revisions 10-18-2012 PW COMMEN 07-13-2015 PW COMMENTS 12-09-2015 EC COMMENTS 02-02-2016 PW COMMENTS CONSTRUCTION DRAWINGS Sheet Title: SOUTH GRADING PLAN Sheet Number CD -3-1 DURHAM FILE NO. D06-211