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Home My WebLink About20061349 Ver 2_More Info Received_20151202DR. J.H. CARTER III & ASSOCIATES, INC. Environmental Consultants offi(a ` � r�,(J�P.O. Box 891 • Southern Pines, N.C. 28388 (910) 695-1043 • Fax (910) 695-3317 V 1 To Sheri Montalvo 401 & Buffer Permittiniz Unit Department of Water Resources 512 North Salisbury Street, Ste 942 -GI Raleigh, NC 27699 WE ARE SENDING YOU Letter of Transmittal Date:] 1-28-15 1 Job #1304 Attn:Sheri Montalvo Re: Attached Reports Maps Copy of letter Plans Data Prints Photos COPIES DATE # Pgs DESCRIPTION 4 Additional Mapping and materials for the Galway Glen Wetland permit THESE ARE TRANSMITTED For approval Approved as noted For your use Approved as submitted As requested Returned for corrections For review and comment For your information REMARKS: The engineer will provide the stormwater management information and any geotec reports needed. n 1 � COPY TO: SIGNED: If enclosures are not noted, please contact us immediately Endangered Species Surveys • Environmental Assessments • Land Management 9 Wetlands Mapping and Permitting 7 1 DEC 0 P, 2015 ENR - WATER RESOURCES PROPERIY LEGAL DESCRIPTION: 401 &BUFFER PERMITTING LOT NO. PLAN NO. PARCEL ID: 0812-01-16-5612, 0812-01-16-9916 STREET" ADDRESS: 214 Morreene Road Durham, N.C. Please print: Property Owner: Galway Glenn LLC Property Owner: CMD - Longview LLC The undersigned, registered property owners of the above noted property, do hereby authorize Bill Mullin of Dr. J.H. Carter III &,Associates Inc. (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached: Property Owner's Address (if different than property above): 8341 Bradford Way, Suite 7 Raleigh, N.C. 27615 Telephone We hereby certify the above information submitted in this, application is true and accurate to the best of our knowledge. Au iorized Signature Date: Authorized Signature Date: DURHAM COUNTY, NORTH CAROLINA — SHEET NUMBER 20 Jorns sheet 16 GrB WsC 2oi5000�E_1 85 - - - - — - - - -- - - - - - �-L-- - - 11 n- - `' WwC SOUTHERN Ge_By.. WSC — _ wsC _e r II HeB ' BYP 7m,,.� ash _wn r Apc to / . r' Y \ GeC CrC ry, w Heb HeB APB J, NoD : WSB ` HeB wwc Cc AB GeC j IrC W!I HsC W56 + Ws6 AI8 Cp I( GeC 1 WsC Mf 6 Ur 0 1 751 GeC, 3�y �. GIF Cr6 as 3 \\\ eQ WsC WSB FR WSB GeC ti \ Ws6` / WwC WSB e HSC GfeC Cee / u GeD GeC !-gB ,_� / /. I ;; Ur o � o C GeB Cc Ws E- �� y�" uo � BYP NaD AvdF y. WsC WsC ,J' _ 15 1 r eE a g \ Ir6 Ws - Ire TaF P WSB - G / WsE Ur, GeB IrC TaE ire �p moi' • \ Ir6 'A CrB WsC _ :...$, Gee ` Ge8 WsE - :q GeB \ WSp BYP GU T . HrB- / s - - WW: O - r,. G*C Gee Cc ' - - - - - W 58 i GeC E Q s i •� _ U _ .\ Ir - I _ _Z LgB- J r; B: n u HYC O d 7N� / NaD. HrC J irC 3 41 / < 3 Gee LgB -r Ir8 �� WwE N i WsC W5E C i- GeC r " i % i � �\ WwC N F- a WwC °i ff0 GeB GeD GeB IrC \ / WsB, O HB IrC Ise } ? \ Heb/CrC JJ �J S A pC Z i GIF Ir8 WSB _ WsE �I - WsC o ''F HeB < CrB WsCjj 1 rc WsE WwC 3y Q a HeC r CrB WsB WwC m APB IrC y` n \t M uC /CfC JApC Cc .Ws E' C_ �i m Pfc �' u i! PfE ^x.YYwE 4 GeB PfE CrC w o - - A b WxE --- Wsc :..Ws WsC "�1 - - .. _, .t15� WE W58 - II CrCMrD WsE � . _ m CfC / 4 re I M CfC ' / il' � j/PfE Wm r e� IrC „He�a T I 3 IrB- / APC J r� /y�= WsC WwE\ S Ur a+ ApE .Cc _ - � WxE � .r... WsE / WSB sV 'JJsC - DURHAM WsE (county seat) i WsC APC �" MuCGrC WmE Wm E GrC ,, GrB % WsC WsE - \ MfC WwC WsE �F r,% �./`l i v� BYP L(.S CrC \75 05 Cre \ WsE II WsE Y MfD'. IId MfD s:•.° I Q GrOkp—f"'�, �JWOBG Ch�\, // " 'MfC b "� J / 0/ GrCW j WsE C ./ / Ur nU1 \�J� U- ` WvC2 WsC Ap8 ApC GrC / 'V NifG a'' . MfCI' B WmD A� 6rC�; WsE ��I /,' m Gr8 , MtC V MfD rL' \\ \ ! j` 1 A / I WsC MsE, 757 WsC' IGrC �� GrC Mf$ Mme_• _. r%" war �,� \_ _� �5�� -WsE ` / x -f D\\ C ',1� 2 000 000 FEET GrB (Joins sheet 25) zq� % *, P, �. geville s ilt 1, 6 to 10 tnt slopes esift w 10 opes Galway Glen Project Site -Soils Map from Arc GIS Cartec and Chew Georgeville s ift soils loam, 6 to 10 percent slopes Nas on stony sift loam, 10 to 15 percent slopes (Uwharrie) Iredell loam. 6 to 10_ percent: Oop 14 ercent_Oop14 Herndon stony sift loam, 2 to 10 percent slopes (Uwharrie) Credmoor sand loam, 2 to 6 per ent slopes Goldston slaty White Store silt loam, 25 to Asandy loam. 2 to 45 percent slopes' percent slopes 0 White Store sandy loam. 6 to 10 percent slopes N as o n s ift loam. 15 to 25 W h fffllrs 880 y loam, 2 to cent slop Feet Creedmoor sandy loam, 5 to 10 percent slopes Helena sandy loam, 2 to 5 percent slopes - Mayodan sandy loam. 2 to 6 percent slopes White Store sandy loam. 2 to 6 percent slopes percent slopes 10 White Store- Urban land complex. O to 10 percent slopes White to a per{ White Store Sandy Loam Creedmoor sandy loam, 2 to 5 percent slopes - White Store `sandy loam, 10 to T 25 percent slopes kitEWA Ired�el101oam. NowSource: USDA Naturtl Ressources Conservation S I � I 11 - 11 - ___ _ --------.-------------- -.-_--___1-.__ ---------- -.------------ - ______.__ -- ---- I --- - - - ----- I-- ..... .. . � -1 .... ,----,--..--,-�.�..--.-��.-,--�---------..---...---,.---.---..--�-.-------.�-.,.,----,.--,.��, ________ - ----- -_---.1..1._- ... 1.1-.-.-�-----------.-,--�.--....�.I ------ . - - - __ - 1.11.1.1�..--,----�-�-,.-----.-------�1-1-----�-,.----.-�,.�.- _.__.__.._ .... --1-1-1.1 ____________.____ ------------------ __________,_______ - - ____ _,_____ - I - . I I I - I --- I --- - - ____ - � I ------------ - ---- ___ I I - I I - I - 1-1- - 1-1- - I- - ___ , "'' --- ___ ___________.___ - - - - - I _1 - -1 I ____1 1- � �- - 1. - I I 1-1-1 � I I - —_ ___ - - , - __ - - - � I I I - _ ___._____ __ � � � I— T 1 7-71 I - ------- - - - --- - - - - - - - , i I � _�� 1� 5 , , 11, � I �, ,,,�' \ 11 . y 0 ! I � ,_ , � I F I I �_D PIN- 0812-01-16-6744 110 i , I : 1�1 i", _,�_ , / 11 � 11_�__,_ 1. IN177ATE CONSTRUCTION SEQUENCE FOR EROSION CONTROL. i I F, � I il \ I - - I I I � i ____ 'CPP INV IN:408.30 , \ I � RIM:411.65 , ,� , 0 18 � \ 1� "\\\\\ , "I 1, :) I � I 1 2. ALL BANKS, SWALES, AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5.1 MAXIMUM. CUT SLOPES SHALL BE NO P 0 � � I �I : - j:� ______� I - , ; - I --- I I � \ \ _; - \ V I I -1 ___� \ \ , . 11 , 11 I . I I . 11 18"CPP INV OUT -4071.75 � ____ STEEPER THAN 2. 1. 0 0 1 1 1 � I I ; , W Z I " � ", � \ i - , , T/C:411,-7 7 ,, � I I _____�__ � � \,\ \ � \ __10 J. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN ARE4S, I - � I I \ t W i I I ____ I I , 0 V) ; : �� , AND TO ENSURE THAT ALL STORMW47ER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE. i � " "� , � " "I "', \ \ , I I z i , " 1 8"CPP INV OUT -408.J2 __ \ , I ____� I "I I i I i - \' � N \ \�� \ , I , � 1, � N . 4. W ! , , 4,� �', \1 1� I I CURB SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS OTHERWISE NOTED 0 , , I I i , I _____ � A 1% 2 � � � 11 __- I I I r 0- --*- \1 � �� I �1' ',,� Ix \\ \ \ I V 5 ALL SIDEWALKS SHALL BE CONSTRUC7ED WITH A &AXIMUM 1.8% CROSS SLOPE IN THE DIRECTION SHOWN ON THE It _J I 1 � ,� I 'i� I � � 1:� " "I \ I \ \ PLAN, < (n I ). � I � __ � , \ \ I'll i , - I \ 6 EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PREPARED TRIANGLE SURVEYORS DATED � I 11 ------- I - I , \ �, I I ____ DIVERrION DITCH � ) ,� 1, I % \ "" W 'O I , � I � - I I'- � \\ \ \\ \ L >_ ?" I I I'll -'------ I " -111 N \ \ \ V � < W 41 i I I 01 I -,-- � , \ ,ip , > i x I "I I , - - � I, __ \ I , 7, ALL NEW GRADING SHALL MEET EXISTING GRADES WITH SMOOTH TRANSITIONS. 0 x i \" i -1, DIVER510N DITCH I �� I \ 1\ \ \ " \,\\ RIIX:384� I I U) :) i � 2 I I 1, 1, � , I � � 1, � \ \ 8. IF ANY OF THE EXISTING STORM DRAIN SYSTEM THAT IS BEING TIED TO IS FOUND IN DISREPAIR OR DOES NOT i I I I - I 11 1, \ k, (1) , , I I 1�� \ I - � �,,, I I I :, I --,I- I I I � t � 0 �, ''I \ \ \ \ , N INV IN:377.91 CONVEY RUNOFF PER THE CITY ANDIOR NCDOT STANDARDS, THE SY57EW SHALL BE REPLACED PER THE LA7EST CITY 0 06 I . z c i I � � x ! I j W : � I I I - 37-7,61 PIM,386 9. ALL DOWN SPOUTS ARE TO TIE INTO THE STORM DRAIN SYSTEM. caufter ! , --- . Cl) ,2 . � I F 'NV IN -3-77.91 OF DURHAM DESIGN OR NCOOT STANDARDS. � 0 � -_ I � I , \1 \, I I I , : " ___ ___- � "I \ \ " I , < , - I I , � � ___ I I ,\ \ ,I, I\ - � : I -___ i I -_ � SE I � 1, , \ %, 1\ -_ INV OUI I W I � I I '' , I - !i � -7 GMENTAL I \ \' 11 � I ; I "Z5�_��__�_A_._�'A I I \ \\ \ Ol INV N:_ 10. SHOP DRAWINGS AND CALCULATIONS SEALED BY A NCPE FOR RETAINING WALLS ARE TO BE PROVIDED TO THE i V, I i li,R:9::E]3)'_�� \ \� �"% I i � 0 0 ` , I I VI __ � I \.\ " " _� ENGINEER PRIOR TO BEGINNING CONSTURCTION Z z I " " � I \ INV 0 H � � -----'' - -,-,--- - - /�', ,\ I \ - i I �� jewefl :..� , , ", 111�1_ -_ - -_ -_ ____ -_ - _____ - k__1 RETAINTG WALL I � ,� I _/ �:;7 ....... �� 7 � \ , \ I � __,_ , :.�:� Ir _,� '��P-4 ), '� I , j — _E� - 1- . . . . . ( ) / " I i / I I � \ W ' 1, ___ A—' I , "I ; - I , � I I I . - 9,80 (BW) -7 " I I // I �, I 11 _ E I � � I I _� —, i I '/ , " I � (-, �1_1 ' -, // - Z of I I __ 1) �11 �, -, __ 1- - - __ — __-_11 I I I I , " , " , __ / I A-1- I I t � 11\ , �,J _- - , \ " /*I I , 1 �_" _ / GENERAL NOTES. Z 0 � __ __ ____ _ — — — � I/ I � I/, / I " 1\ " 11 � \ 'ff 1� I � J 1, I ( r 11111- , .1 1) N -, � i , , I � , I ? - - _ / < U_ i k I I )_ I � � I �, I 11, I , '_�, U) PA. � � 9-,8ft--(B*)— —_ — � � 1 ,�,� Tham(as i C5 � * � � J i I , i , /_� _� / I I/ I � � , , - �\ -_ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO 0� ; i '* \ _,�N I I \ \ ��`, '�� ---> I W � / , I �, \ 1� I , ; , � - LO U� - C , - ' I , ,\ , I , . z � � .� 0 \ 4� J EXI�STING PROPIERTY L LE � \ \ I - �, z CONSTRUCTION CONTRACTOR SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH i I , /,-% to 00 OD r-_ � I I X I - i (3) '\\ 2 � I 00 0) \ \ I 1 110 0) I I 11 " I 0� M � I 11 CONS7RUCTION FOR NECES5ARY PLAN OR GR40E CHANGES NO EXTRA COMPENSATION SHALL BE PAID TO THE 0 2 � Cl) I I I �, ; I I I 1, 11 M � ix I I ,\, \ \ 1\ `� , � I �; � I \ I __--- CONTR4CTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH � � I I 1 West Main Street � I � 0 0 I-, W I � < < \ I I 0 < 11 � LEGEND I I 11,111-11 I / J. < n n a. I \ -- N07IRCATION HAS NOT BEEN GIVEN it LL i lb I I I I \ I , ,I��, --- _�_� " , Durham, N.C. 27701 � 0: 11 - I q CL N I I 1\ 0 /--\ � , \ % �, � - W 0 : -�O ,5 1 1 1 "I _�__ I-,' Z' '1_1� I "I N ,I, - 2. ALL CONSTRUC77ON SHALL BE IN ACCORDANCE W17H THE CITY OF DURHAM ANDIOR MCDOT STANDARDS AND W 0 i -1 - / I I \ - ___,�� : I � \\-- --- I : � i I I I UO @ @ @ ,- - - -- - 3 .00' ) / � � TION FE CE� \\ \ \ ",--- p 919.682.0368 � A EX. FIRE HYDRANT I - ___ z _� I , \ I " z 11_�,_ SPECIFICA77ONS WHERE APPLICABLE Z Q� i \ � I - -_ - - i � I , . ____ - , \ - < i I 11 4 - _____ ; 1 .0 � IZ i z ____ ____ � � � - . / �� I I \ ,___ - _�, 0 EX. GAS METER , I I �_' I I \ \ - J. CONTR4CTOR SHALL N077FY "NORTH CAROLINA ONE CALL- (1-800-6J2-4949) AT LEAST 48 HOURS PRIOR TO f 919.688.5646 i � - z \\ \\ M i - I I �� 41 1 . - 11 11 I __ . ��; I I 1--.1 1% I � � I I \\ \1, ,_ BEGINNING CONSTRUC77ON OR EXCAVA71ON TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL z 0 www.cjtpa.com � - , - I __---- z I " I , � 1-1 � 1� - I � I \ I--,--, �,�_� '�� ___ --' 0 0 1 11 - . --- - / ,2 P) � _____�X _,____�� ____ I , � � I -I---_,_ -,------- _� 6-% -, i I _", 0 EX. POWER POLE I I �!-, !� -1 = � \ ,_, � ", W I . �� I I I \ I I I I I - ,�,, - ggwalwvp� � � � � I � � - � - - ILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL" - � I I ''Ill, — i I.M A.6 X, 1, ____�' _� �, pjM38�� UT ' ' ""' I � � I I I L — j�--1 — .a I I \ __ 1_� �_ /" �, - 1 EX. SIGN I 01 1 397, 1 1 \ "I � �, I � I 11 \\ 1� %, � I ��__ N INV 11\ 4 PRIOR TO BEGINNING CONSTRUCRON, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONS7RUCTION � � I I I " 1�, "I -\ ,_ _Y OF DURHAM INSPEC77ONS DEPARTMENT (919) 890-J766, AND A REPRESENTATIVE OF THE M� @ EX. SANITARY SEWER MANHOLE I i :, I - I %, (�� " I \ , I \ \ �, I � \ � / ,__1 I CONFERENCE WITH THE C17 - I I � - � \ \ \ E INV N OWNER. � I, I � I �� I W) 39 1 , \ I \ /----, - 11 - - @ EX. STORM MANHOLE � - - P-397 PAD 396� 1 1 1 1, \ \ S INV IN - �, I 1� I ' \ �, 5. CONSTRUCRON, AMINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEWCES ARE THE RESPONSIBILITY OF THE - � � 0 1 "I ,-I 1, � I I I Z' - ! I -v) -8 397,0 1 , � I I � I I \ I I I - I )S( EX. TELEPHONE PEDESTAL I I I � - I �' 11 % � I E DRAINAG 11 , 11 �_ , 1-11 T - : � I 0 " INV OJI. GENERAL CON7RACTOR. � I � - � : I I - PAI PAD 395.5 1 % /I fl 6 EXISTING UTILITIES AND S7RUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD - I � TOP ML5 S1 - � - >< EX. WATER VALVE :� I I P-396 _MtNT \ I \ I -�- I � � I , NEI V Y1 I � " — �3 __t - � @ 16' E\ \ , I / I - � 97.0 1 1 - , , V OUT �_ 983 11 -- � \1 / --I I 0 EX. WATER METER 17' WIDE DRAINAGE EASEMENT I� I 9 I I - 76 ) � � SURVEY AND THE BEST AVAILABLE RECORD DR41MINGS THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO � - I I I � I I I � I IS \ , \ \\ �', // \ BEGINNING RELATED CONSTRUC77ON ANY DISCREPANCIES SHALL BE REPOR7ED TO THE OWNER'S REPRESENTATIVE a I & EX. I .- I 11 � \ -10 I I \\ Z I � M I I -1 IMMEDIA TEL Y � - � I I , , N I R3 ! -, I - I I - I I . P-195-- � 11 , I / PAD 396.5 of e \ - C ) I I , \ -_ \ \ I X <) � � � I '___� , I, " I \ -1 ( -V PLACE � � - - , 3 \p I I - � I @ EX. YARD INLET � - -_ 1-1-1 I q, I \1 I I 7 SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN J H. ) SHALL BE APPROVED, D ': I 11� I I @ " \ <1 ; � 0 9 � i - � I � I & --- - x PAD 395.0 '' I " ��c � � - I -1 i I -1 I I \ i I ,� -'--'---- AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER, THESE SOILS SHALL BE COMPACTED AS � i I , I I - \ I \ � , �) S I I � \\ I---- SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE GEOTECHNICAL ENGINEER � � I ' \ \ � i � I 1, .... � /__11 �______ IL 78 1 � 11 , / � _____ a i I � 14 - 111 I I , P-394 I \ \ \ _� 8. ALL BANKS, SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5.-1 MAXIMUM. CUT SLOPES SHALL BE NO - i � 7 - -1. -11 � --- - ,�, I \ \1 � I I - - I I ,ZU I PAD 394�O 11 \ I I \ S il ! I , I PAD 395 1 � - 11 � �1' \\" 1�_ 1\ ,,-�\ I I", I \ \ STEEPER THAN 2. 1. � � I \ , 9. ALL GR4DING MUST PRODUCE SURFACE DR41NAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS, � i 11 x , \ I \ I \ � J I 11 � � I 11 I " \ \ ? , \ \ AND TO ENSURE THAT ALL STORM WATER FLOWS TO INLETS OR 07HER POINTS OF DISCHARGE. = I I : I � I I I I I � I \ I - � : I - I x �'\,\ I - � I � � , I PAD 3 1 — 11 - \ \ " 0 1 - � I I I ,_ " \, \ I \ -Z i I ,I I 1 6 1 X PAD 393.0 - I 1, �\�\ ; 9C5 g _P-393 " - ___@ % \ . I'll 11 I % () .\ S I :� I 11 I I I Q_ \ , `-� ' " R . 1.79 \ \ I - i m ,�\ ,\ , � � , STORM DRAINAGE N07ES: - A: - - __ - 0", - , -_ I " '�, I __1 NV I N�.,3 7 6\4 9 \ ,, N , � i I I I I I I I I I _____ -_ \ ,\, ��_ _\ I'm ,4\ \ - I �, � : I I I ____ 1j, — \ ,� - " � I I 1___� " 0 - ! i 1 -392 ------- __\ 9 �� I -_ � "I I _____ \ c " '\(- I I P _�)\ Project: I - I OU EX. ELECTRICAL LINE I I @ I __ ---- -- ----- - -11" ,\\� ",'-,,�� 4 OU 1, i / 6 14 � 11 11 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS N REINFORCED CONCRETE (RCP) UNLESS NOTED OTHERWISE. — ! , I � If � I � �\ Ili \ 3 _ N, I I 1� C I I I I I PAD 393,5 ,-- - -_ � \ \ -1 \ \; I \ 2 ALL OYV-&7F STORY DR41NAGE CONSTRUC77ON SHALL BE IN ACCORDANCE WTH 7HE CITY OF DURHAM STAND14RDS I ,�, i I I - 11 � I 11 _: _�- '' �_, I I C1 14 10 ,� LA 1 111\�6 \ \ -OF-WAY SHALL BE IN ACCORDANCE T - S EX. UNDERGROUND STORM SEWER LINE I /� ,\,�_3 0 - - I I ,� � � I , " 11-11 ��9_1 ,� 1',\ "\�_�",\\� _111\ \ \�� I , I \ - ALL STORM DRAINAGE CONS7RUCI7ON WITHIN THE PUBLIC RIGHT WITH NCDO - � I I � S�l \ " \ I \ STANDARDS. - - Ill I ,,,,, � (:: I I \ � il 393� 393 1 1__,� \ - \ '� _,�z \\, I I \1 \ J ALL CONCRETE USED TO CONSTRUCT STORM DRAINAGE STRUCTURES SHALL MEET A A41NIMUM 3000 PSI COMPRESS/ - � � - I I � I " I I " `�, / \ - STTENGTH. � I , I " � , \ � I , � \11 \ I I " i GALWAY EX. UNDERGROUND SANITARY SEWER LINE � I � � , I I -, ... - \ , I I 'A " \ � SS I -- __________,.1..111__,_1 - . - 7 — ------ I/ \ \-", '\ //11 I If - � I � �11 - � \ - � I --I'- I I 11 11 I \ � W I 11 - I --- \ ::� 0 - EX. UNDERGROUND WATER LINE / �, I - I , & I Of 10 I 1-__,� 390.0 11/,\ 1, 1�'�, 5, \� � \\ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE S7RUCK EVEN W17H INSIDE WALL. � � � , " I I 11-. P_ I I � \ I I - , , I " ,- I I � x , I , " �y \ I - I - 11 I � O/ \/1 - �\ " �� \ 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALD?, WHICH CONFORMS TO AASHTO SPECIFICATION A �� EX. TREELINE I : I I I I � "I - Al I , - C� -�, , " \ I � � � I � - I \ M-198 FOR TYPE B FLEXIBLE PLAS77C GASKETS UNLESS OTHERWISE NOTED � I I - I/ /I 1� ) _-1 I � I I \ %, \ I . GLENN I , � 0 I/ - ,_��, \� " 1� "� \ I I : I' i '�� I'll, /I , � , I 1___\ \ \ I � '_," \ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN � 'I I __ - \ \1 �� - , , I 11 \ \\ EIP EXISTING IRON PIPE I I ___ ,- _______ I 1'� X , - ,_ X -�,, \ \ A : I C! 9 - - - --- I __ I ", � ,� '' � - ' I � I N \1 0 ACCEPTABLE STANDARD USING MORTAR MIXED TO UANUFAC7ZIRER'S SPECIRCATIONS. � � - I-,,,,- � I N,� \� SIP SET IRON PIPE � __ __ - I __ I I I 1111 __ C" _� I/ V ,�§ \ I , 'S" \ ,-\) N � - ____ __ I --,---,,- - �, I _� \, \ 1\ I 11 TION � I - I - �', — -- - - - I I � 11 -- - I I I I /11 ` � I � I �� 1\ \`� MATERIAL, OR OTHER OBJECTIONABLE MWERIAL. SAID M47ERML SHALL BE CAPABLE OF BEING COMPACTED BY 0 214 MORREENE RD. i I - 1 7 - - , I , - 11 -PLAS77C IN NATURE, FREE FROM ROOTS, VEGETA77VE AMT7E , 77? D.B. I 1 11 — - --- __ — - ___z:z::: -- — - I IZ, I - ��, , I I � -� -�,, - \ -,,, V I \ ",',� 7 ALL BACKFILL SHALL BE NON R WASTE CONS UC PLAT BOOK � I I — 'I -, 1�1 _� �' " � I � I 11 ,�� ',I - i P.B. — — - , I 11 I , �111 " / I \, \ I A I I I I 1. - — —_ zz=== --- =r- I _11 '� I z ,� I " \11� 7 MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING DURHAM, NOR7H CAROLINA ! I - ..;;;;:�� I � ,,, \ ,,,� ,,, , I "I 'N I I _-A. I \ Ix \ �_ ft % 1 3900' 1 - - 6" Ni I'-� " '�� I \ 10 -M i T.M. TAX MAP � O�W),/ �\ , � \ A--___ I , 11 __111�, � � 11e1_V�1y_1V_1_V�_V_11_ - �_��_: � 1, 1 I ��15§ �( (I /Z I I& : �� ,\, � 11) a i PIN PARCEL IDENTIFICATION NUMBER ________________1 I I I __ , �/ I , , I aw), 11�1 I , )�Q _1p �,�_,�, I \1 11 BLOWS OR PROOF ROLLING. a I 1, " � - " . ,\ 1K ,\ � --- - I — / , _39r0 0 ) Z�)v I I / \ � SS t- , I �/� , - -=i-� --- _� _..,.... __&&� �, I I I I/ ,/ I � , / ", , el, 3 __1 -5. 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I I � SE� CULVERT #1 � /3-76 0: ) I �\ -11 "A , \ \ "I -, I . I I y '11, , SHEET CD -8 ' I 1, I � I \ CI 6 TO CI 5 387,80 388,30 384.10 383.30 88 24 0.91 Rcp NO i � � �� I /I �11, " _-, 11 11 1� I I � -1 I " I 1, \ I _,�_ � 1� I I i_ � I , - "I � -1 I ! �" C, I \ \ \� 384,90 384.20 70 24 1.00 � RCP NO I I i - . X J000r3 ' I., I \ I \ CI 7 TO CI 6 388,60 389.10 1 1 1 i -_ � - --' \ ENTAL I-) , � "I 110, / I " / � ; /I I I \ \ - I I i , � , , Z, I , 3& � - I I " 1- PIN#: I � INING WALL �1, I xl,. 4. "BW . z I I , 1�� I CI 8 TO CI 7 389.40 389�90 385,75 38&00 75 24 1.00 RCP NO � I �, I z , - , 1-1 � X I " -_ I I \ I \ I - R --CP' -_ - - _____ -_ -_ '' � 0 ! '_ . I , // / � I I \ C3 9 TO CI 8 39015 390-75 386,60 385,85 74 24 101 NO I 2 812-01-16-6744 � , I \ � 'ZI - 11 , � I , \ I , - ------ - � I � I � - , , , --- --- - � , X / _1� I I .1 I I I I \ � -9 ! 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' ! i !\1 , � , , \ 1% \ I \ 394.25 390,97 390.75 22 18 1-00 RCP NO , I I T : 11 i I CI 20 TO CI 19 393,75 ____ I I � � I 11 _� , I , � I . I I I � � 1 3 i � � 2 ,\' " 11 -7390.29 390.01 1 � NO— rr? r,i , I I , )_ I \ I _U -J! I 1, / ` ! . [ �: I I �, I , I CI 21 TO CI 19 393.50 SgFM � tr I , I I � 11 � D63 � It : i � it � I "i, V 1, I I � � I I - I I I I � " , " � — � z 1___W ___ � I I I �� I I i \ ! : 1, � I f� \1 �, � ,11 � �', I I n � i , " 1 1 24" RCP I (A ( 1 1 11 I � PAP 3W5, 1 k I I � I, I � � 00 : 390.61 390� 39 22 24 too ROP OD zl I I � 11 I I I , , �, ,,� I 11 �, I CI 22 TO Of 21 , 393.50 394. Ng -);ZI� .1,11 , \ 01, Z_ -��! C 1 1 1 - � � I �, , , , I I � . I � - 1-11, I .........., .. ......... .. . .. ,,,, 4�0- 1A - (p I I � V I I 1\ I I I I I I I I I 1 "', I '� I I I 1\ " Of 23 TO CI 22 396.60 396.10 392.50 390.71 67 24 Z67 RCP NO 5 I I I 'i , I �, I I I , I I � I � 1\ � 11 \ 11 I - I 48i r\,� / 11 � I Z, J F ,I 4 i , I I I , � � � , , , I � , I 0 T _,_��_ I - � 11 , \ I , I I \ —, I � I " I � I I I I I 1 7 1 � /--\ I I I � i I : ,, \ -, I i I CI 24 TO Of 23 396,42 39&92 393�51 392.60 17 18 5.35 RCP NO _1,0; �� I \ � I I ;_1) � / , 1� � , 0 � I � I tU2) I, �Nl � I ; I VISIBI-E 0 i - I � I � I @PAD 38 .5 1 , � � I �11 � I I � I ! I I � I I I I , � i , 11 . � \ I CI 25 TO CI 24 397�00 397.50 393.82 : 393.61 21 18 1,00 RCP , NO I G) M I I - I I I I I i v I � , :�, I e B I , � � I I I ; 0 1 1 1 1 �A 5 I I : 1 1 i — — i I . . 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D06-211 � I 11-111, - - I __ I I I - - - - - I - __._ __ - ... . ____-, .�,��,��,,�.'"'�.",�,-�-,��..��..�,.-,�..,-,��,��.''..'�,.,�''''",.,."-,,�"-,---,--''--�'',�,-,�', , , , . , .- ___ "�,�-,�--,.,��,-,-�-"''��--��,.,--","�'',� ... � , - - __ � - ___ ... ��-''-�"-,.�,�,,�-"''''��''"'',��-�,�� ... - __,"."'', __ , , , '' , , '"''"', '' 1.11.11,11.1.1.11.11, 11 .- ... . .. 11 .1, I ''I I 11111-1.1 - - I I - I I - -.1-1 .... � 1.11 I-..--- 1-1--.1- - - . ..... -.111-111 � . - ,- , , LEGEND EX. FIRE HYDRANT OU EX, ELECTRICAL LINE EX. GAS METER 0 EX. POWER POLE S EX. UNDERGROUND STORM SEWER LINE EX. bIGN SS EX. UNDERGROUND SANI-l"ARY SEWER LINE EX. SANITARY SEWER MANHOLE w EX. UNDERGROUND WATER LINE EX, STORM MANHOLE EX. TELEPHONE PEDESTAL EX. TREELIKE EX, WATER VALVE EIP EXISTING IRON PIPE EX. WATER METER SIP SET IRON PIPE EX. WATER MANHOLE D -B. DEED BOOK P.B. PLAT BOOK EX, YARD INLET T, M, TAX MAP PROPOSED FDC PIN PARCEL IDENTIFICATION NUMBER 0 PROPOSED PILI = PROPOSED BOA PROPOSED TREESAVE C�g PROPOSED WATER METER 0 PROPOSED SS CLEANOUT PROPOSED TREE REPLACEMENT PROPOSED FES PROPOSED STORM STRUCTURE EXISTING STREAM BUFFER I TREE SAVE AREA (0.27 AC.) GRADING PLAN SCALE: I"= 4W T LIMITS OF DISTURBANCE 4 'n AREA 7—S TREE SAVE AREA (0. 9 1 AC.) DURHAM STANDARDS RE- 1 1/CD-8.0 RIP RAP APRON CLASS A RIPRAP 4'x5'x12" THICK Z74 MUHHLLIVL HU. DURHAM, NORTH CAROLINA PIN#: 0812-01-16-6744 PARCEL ID# 174391 OLD TM# 757-02-002 f1f f 400 S S SEAL 35003 0/V 00000B 00000'� FINAIL DESIGN - NOT RELEASED FOR CONSTRUCTION Job Number: 1541 Drawn AHM,MAH,KMB,JCJ Checked CNH,PBR Date 09-07-2012 Revisions 10-18-2012 PW COMMENT 07-13-2015 PW COMMENT V I ' IURHAM FILE NO. D06-211