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HomeMy WebLinkAbout20061349 Ver 2_Grading and Stormwater plan_20151211Montalvo, Sheri A From: Kevin Burke <kburke@cjtpa.com> Sent: Friday, December 11, 2015 12:02 PM To: Montalvo, Sheri A Cc: Bill Mullin Subject: RE: Send data from MFP07486753 11/05/2015 12:49 Attachments: Grading and Stormwater plan.pdf Sheri attached is a copy of are revised grading plan. We have removed the bottomless culvert from the plan and replaced them with reinforced concrete pipe. The length of disturbance has highlighted on the PDF. This plan also shows the two dry detention ponds on the site that were required by the City of Durham. The detention is for the 2 -yr, 10 -yr, and 25 -yr rain events. Kevin Burke Project Manager Coulter Jewell Thames, P.A. p.919-682-0368 m.919-219-2379 From: Bill Mullin[mailto:wmullin@ihcarterinc.com] Sent: Thursday, November 19, 2015 3:05 PM To: 'Kevin Burke' <kburke@cjtpa.com> Cc: 'Montalvo, Sheri A' <sheri.montalvo@ncdenr.gov> Subject: RE: Send data from MFP07486753 11/05/2015 12:49 State DENR DWR office contact is sheri.montalvo@ncdenr.iaov for Sheri Montalvo. From: Kevin Burke [mailto:kburkeCd)cjtpa.com] Sent: Thursday, November 19, 2015 2:23 PM To: Bill Mullin Subject: RE: Send data from MFP07486753 11/05/2015 12:49 From: Bill Mullin[mailto:wmullin@ihcarterinc.com] Sent: Thursday, November 19, 2015 1:57 PM To: 'Kevin Burke' <kburke@cjtpa.com> Subject: RE: Send data from MFP07486753 11/05/2015 12:49 I thought we had what we needed for the State permit for the wetlands impacts. However upon further inspection of their request, I see that they in fact need the geo tec report for the bottomless culverts and they also want the actual 1 stormwater management plan complete with calculations, and supportive materials etc. I do not have the stormwat report only the figures you sent. I will call you shortly to make sure we are on the same page. Thanks i ill. i From: Kevin Burke [mailto:kburkeCd)cltpa.com] Sent: Wednesday, November 11, 2015 8:24 AM To: Bill Mullin Subject: FW: Send data from MFP07486753 11/05/2015 12:49 We would also like to know if we could revise the bottomless culverts to a regular pipe. Does NCDEQ still recognize 0". Wottottless culvert,,�.s,m From: Preston Royster [mai Ito: proyster@cltpa.com] Sent: Thursday, November 05, 2015 12:42 PM To: Kevin Burke <kburke@citpa.com> Subject: Fwd: Send data from MFP07486753 11/05/2015 12:49 Begin forwarded message: From: Jim Mckinney <jmckinneygeastwoodhomes.com> Date: November 5, 2015 at 12:24:44 PM EST To: Dan Jewell <dtewell o,citpa.com>, Preston Royster <proyster o,citpa.com> Subject: FW: Send data from MFP07486753 11/05/2015 12:49 fyi -----Original Message ----- From: Jimmy Woody [mailto:JWoodyginsightpropertygroup.com] Sent: Thursday, November 05, 2015 12:21 PM To: Jim Mckinney <jmckinneygeastwoodhomes.com>; Joe Dority <jdoritygeastwoodhomes.com> Subject: FW: Send data from MFP07486753 11/05/2015 12:49 Hi Jim and Joe, we received the attached letter in the mail at our office today. I wanted to get it to you as I assume some contact information on a recent application was filled out incorrectly and wasn't sure if Dan Jewell is finishing things up for you. I hope all is well! Jimmy Woody Managing Partner 209 W. Millbrook Rd Raleigh, North Carolina 27609 919.833.2213 (direct) 919.369.1191 (mobile) W -4 1 L65 PIN: 0872-01-16-6744 1 1 1 1�_D� C RIM, 1. INITIATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL. 0 D 18'CPP INV IN:408.JO 2. ALL BANKS, SWALES, AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5.1 MAXIMUM. CUT SLOPES SHALL BE NO G11 0 !J I8 "CPP //VV OUT:407.75 STEEPER THAN 2: 1. W J. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS, L TIC. -417.77 L 4. CURB SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS OTHERWISE NOTED. 0 18 "CPP INV OOT:408.32 AND TO ENSURE THAT ALL STORMWATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE. 4 5. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM 1.87. CROSS SLOPE IN THE DIRECTION SHOWN ON THE PLAN. 6 EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED TRIANGLE SURVEYORS DATED w rL J-21-2006. 7, ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH TRANSITIONS. -DIVER ION DlTqH� -384.11 RIM, 8. IF ANY OF THE EXISTING STORM DRAIN SYSTEM THAT IS BEING TIED TO IS FOUND IN DISREPAIR OR DOES NOT N INV IN. -J77.91 CONVEY RUNOFF PER THE CITY ANDIOR NCDOT STANDARDS, THE SYSTEM SHALL BE REPLACED PER THE LATEST CITY FF V) E INV IN. -577-91 OF DURHAM DESIGN OR NCDOT STANDARDS < I L 409,00 (T 9. ALL DOWN SPOUTS ARE TO TIE INTO THE STORM DRAIN SYSTEM. L INV OUT:J77.61 399,80 00 1 A ME�IA L i� INV IN, -,3' 10. SHOP DRAWINGS AND CALCULATIONS SEALED BY A NCPE FOR RETAINING WALLS ARE TO BE PROVIDED TO THE ETAINI�o AL ENGINEER PRIOR TO BEGINNING CONSTRUCTION. Z W /NV OUT. 0 A L P-409 4094. 98,50 (BV) -4. Z C CE Z _NERAL NOTES. < L 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO J %: CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH O G E 07 XI�TIN6 �R� R�liY, \1 E�%' RUCTSSAY PLAN OR GADE CHANGES NO EXTCOMENS4770N SHLL BE PAID TO TE z CONTRACTOR FOOR ANYEWORKRDONE DUE TORDIMENSIONS OR GRADES RA SHOWNPINCORRECTLYAON THESE PLANSH IF SUCH CONST ION FR NCE L LEGEND 11 Ju � I W/ NOTIFICATION HAS NOT BEEN GIVEN. \> n qv) 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM ANDIOR NCDOT STANDARDS AND 70 71 @ REEI PROTEYTION1, F CE� EX. FIRE HYDRANT 404�& __,U Z C SPECIFICATIONS WHERE APPLICABLE. 't J. (1-800-02-4949) AT LEAST 48 HOURS PRIOR TO 03& (BW) 1AL) b.P I i CONTRACTOR SHALL NOTIFY 'NOR CAROLINA ONE CALL EX. GAS METER z BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL V H CAROLINA ONE CALL 0 EX. POWER POLE (�TYP} � w zz UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF 'NOR 4D 5 EX. SIGN 403.0q (T0-0,- 4 PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION r.N INV IM, 398,-W (BY -3766, AND A REPRESENTATIVE OF THE IONS DEPARTMENT (919) 890 @ EX. SANITARY SEWER MANHOLE CONFERENCE WITH THE CITY OF DURHAM INSPECT E INV x /N., OWNER. @ EX. STORM MANHOLE' S INV IN, 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE w EX. TELEPHONE PEDESTAL W U F_' DRAIN, AGE INV OUT, -3 GENER4L CONTRACTOR. PAD397.5_- NE" YI� 1 6. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD I" � SURVEY AND THE BEST AVAILABLE RECORD DR4WINGS. THE CONTRACTOR SHALL VERIFY FIELD COND177ONS PRIOR TO EX. WATER VALVE PAD , 3965 \ " , , , TOP 01.5 8EM NT I --- 1� , 4 WIDE DRAINAGE EASEMENT I�V�6Ut 98.7 1 5 EX. WATER METER ('-V RUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE EX. WATER MANHOLE IMMEDIA TEL Y BEGINNING RELATED CONST �p_ F�PAD 396.5 7@7 1 (H -V EX. YARD INLET FAD 395, 0 7 SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN J. SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. THESE SOILS SHALL BE COMPACTED AS �D PROPOSED FDC SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 78 1 MAXIMUM. PROPOSED PIV ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5. CUT SLOPES SHALL BE NO PROPOSED BOA 5 PAD394.0 STEEPER THAN 2:1. [E3 PROPOSED WATER METER 9. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS, AND TO ENSURE THAT ALL STORM WATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE 0 PROPOSED SS CLEANOUT P -66 ,3.9 J -- ----- PAO 392�5 A\ CP -D PROPOSED FES PAD AIJ �q STORM DRAINAGE NOTES: 0 PROPOSED STORM STRUCTURE V1 A -7 VVV IM 37&. 4, 9, \V1 Louker J- II T h r 007-� m es. fSD: z P. A. I I I West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 www.cjtpa.com Project: 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS N REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE. . . . .. . . ......... 2. ALL ON-SITE STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS. OU- EX. ELECTRICAL LINE 4- i F-392 �<O U T. VV \ V 65 ALL STORM DRAINAGE CONSTRUCTION WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH NCDOT ss \J STANDARDS. L J. ALL CONCRETE USED TO CONSTRUCT STORM DRAINAGE STRUCTURES SHALL MEET A 7-7-777--T STRENGTH. UfV EX. UNDERGROUND WATER LINE _T C�Z "I""um J000 PSI COMPRESSIVE L'&'& Ak NG VIEW SS- EX. UNDERGROUND SANITARY SEWER LINE EX, UNDERGROUND STORM SEWER LINE 394 3 93 A W_ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. 09 EX. TREELINE • .. .............. .. CONFORMS TO AASHTO SPEClFICATlQN _4 M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED. 6. THE INTERIOR SURFACES OF ALL STORY DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. EIP EXISTING IRON PIPE C1 9 SIP SET IRON PIPE 7 ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE CONSTRUCTION 214 MORREENE RD. 'A MATERIAL, OR OTHER OBJECTIONABLE MATERIAL SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY __ __ _DURHAM, NORTH CAROLINA D.B. DEED BOOK Z= . ... _7 N P.B. PLAT BOOK MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING I.M. TAX MAP BLOWS OR PROOF ROLLING SS PIN PARCEL IDENTIFICATION NUMBER -A \ lib 3% x x 2/CD-3.0 PROPOSED TREESAVELE-Y.-QTT, 777 GRADING NOTES / 2 RE:2CD TREE SAVE AREA; PROPOSED TREE REPLACEMENT 1' V EXISTING STREAM BUFFER �-A X 118"Cl-)P INV /N.,384.19 v > t -'P INV OUI-,384�6v 98 "Cl CULVERT #1-'� 54" RCP L__J N PIN#: X ',CLASS 1 RIPRAP_,____1 HEADWALL OPER N "EXISTING PROPERTY LIN -JI"6.4J IN V. ------ Al 48" Rcp 40 0 40 80 120 Scale 1 40' 1 /CD -3.0 GRADING PLAN SCALE: V = 40' ALL CURB INLETS TO BE a UNLESS OTHERWISE INDICATED ON PLANS 0812-01-16-6744 PARCEL ID# 174391 OLD TM# 757-02-002 0000000000000 C A SEAL 35003 Ea, c-:> qqq0Q N B 000000000�0 4z, 1, 7 FINAIL DESIGN - NOT RELEASED FORIA L CONSTRUCTION Job Number: 1541 Drawn AHM,MAH,KMB,JCJ Checked CNH,PBR Date- 09-07-2012 Revisions 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS 12-09-2015 EC COMMENTS Sheet Title: NORTH GRADING PI A LJAN Sheet Number CD -3.0 DURHAM FILE NO. D06-211 PIN: 0812-01-76-6744 X, m.LEGEND t X ­ EX. FIRE HYDRANT Cl EX. GAS METER "N F IN 0 EX. POWER POLE S— EX. UNDERGROUND STORM SEWER LINE V OU EX. ELECTRICAL LINE • — EX. SIGN SS EX. UNDERGROUND SANITARY SEWER LINE x-`7 EX. STORM MANHOLE ----EX TELEPHONE PEDESTA EXTREELINE L . EX. SANITARY SEWER MANHOLE W— EX. UNDERGROUND WATER LINE J >< EX. WATER VALVE',- A EIP EXISTING IRON PIPE 0 EX-.' WATER METER SIP SET IRON PIPE --------- D.B. DEED BOOK (2) EX. WATER MANHOLE P.B. PLAT BOOK' Z T.M. TAX MAP EX. YARD INLET 1 Ii r PIN PARCEL IDENTIFICATION NUMBER PROPOSED FDC PROPOSED PIV PROPOSED BOA > PROPOSED TREESAVE % A PROPOSED WATER METER A— PROPOSEDTREE REPLACEMENT 0 PROPOSED SS CLEANOUT 4 err J97. CZ::D PROPOSED FES PRO ,POSED STORM STRUCTURE EXISTING STREAM BUFFER D 388,5 J 'PAD 392.5 PAD 392.07 , 3 1 ,PAD391.0 36 PAD 390,0 . ... . PAD 38�-O n34 PAD 387,5 t �JB 51-- (3D2 PAD 386,5 PAD 386.5 16m 51 PAP 392. PAD 392.0 4@PAD 39 1. 0 1 4@2 PAD 390,'0 i 43 PAD389.01 ,7 P-3861 PADM6.5 it 10 I J A J76.5 PAD PAD 388.5 0 14 A,L U 89 PAD 386 0 !3 U2' =J Q�d Q, rnM r GMENTAL' 1 V 'WALL �AINING� Q3,95, 4 1 0 2 -4 CA� Q Q, PACJ 34.5 PAD 4 C8 77 4J @22, o FAD 384.51 �';-6 mYu, PAD 3845 8PA V- X Fili I PAD 383.5 3 PAD 383.0 @ . .....211'PAD383.�l PAD 383.0 D (26) TC� 312• � 0 . . . . . . . . . . . 7 . . ........ gin.D oa- 0 MON . _ _ .,. _; ,...._, ,..,.�:.._._._,-_ - / r� 6 WIDE DRAINAGE EASEMENT -'§EGMEN L SPHA H BUFFER AREA 1 O—S RE INING WALLRE: C 8.2 DE L TREES AREA—=-- (0.06 AC.), INV. 369.75 50' REAM BUFFER . . . ...... END WALL AREA 12—S TR TREE SAVE AREA ROA TO REMAIN TREE PROTECTION FE 0� EXISTING GRAVEL DRY DETENTION POND (POND 1) (TYP.) RE: 1/CD-8.0 —7/ POND" 1 OUTLET STRUCTURE 0.47 AC.) SEE SHEET: CD -3.2 SEETIE TO EO SEET CD -3.2 / " �Iiz/ STORMWATE� ARMOR EXISTING SEWER AREA 9—S HEADWALL 13 TY 0 F LIMIT. OF CONCRETE RETAINING WALL EASEMENT EASEMENT PER CI % - DISTURB NC TREE SAVE AREA DURHAM STANDARDS / /�% ; ; /. I/CD-3.1 GRADING PLAN SCALE: V* = 40' 40 0 40 80 120 Scale ALL CURB INLETS TO BE RE: 8/CD-8.0 UNLESS OTHERWISE INDICATED ON PLANS fou ltr Jevvell ThamespA I I I West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 WWW.Citpa.com Project: • 214 MORREENE RD. DURHAM, NOR7H CAROLINA PIN#: 0812-01-16-6744 PARCEL 1D# 174391 L 757-02-002 0000000000 C R n,001 S/ 35003 EN- - % CIO IV .0000 001- FINAIL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 09-07-2012 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS CONSTRUCTION DRAWINGS Sheet Title: SOUTH GRADING PLAN Sheet Number D-3.1 DURHAM FILE NO. D06-211 2 ALL CURB INLETS TO BE RE: 8/CD-8.0 UNLESS OTHERWISE INDICATED ON PLANS fou ltr Jevvell ThamespA I I I West Main Street Durham, N.C. 27701 p 919.682.0368 f 919.688.5646 WWW.Citpa.com Project: • 214 MORREENE RD. DURHAM, NOR7H CAROLINA PIN#: 0812-01-16-6744 PARCEL 1D# 174391 L 757-02-002 0000000000 C R n,001 S/ 35003 EN- - % CIO IV .0000 001- FINAIL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 09-07-2012 10-18-2012 PW COMMENTS 07-13-2015 PW COMMENTS CONSTRUCTION DRAWINGS Sheet Title: SOUTH GRADING PLAN Sheet Number D-3.1 DURHAM FILE NO. D06-211