The URL can be used to link to this page

Home My WebLink AboutSW6210505_Plansheet - (Set)_20210723� N/F J '//`SOVRAN BANK N A C/O C B MACKETHAN / DB 2489, PG. 238 P I N_-11.433-3\ 74- —FW 0 50 100 200 SCALE: 1 " = 100' OVERALL SITE DATA PROJECT NAME: SITE ADDRESS: COUNTY: PARCEL PIN #: PARCEL OWNER: PARCEL GROSS ACREAGE (BEFORE R.O.W. DEDICATION) PARCEL NET ACREAGE (AFTER R.O.W. DEDICATION): CURRENT ZONING: PROPOSED ZONING: EXISTING LAND USE: PROPOSED LAND USE: RIVER BASIN: TOTAL LIMITS OF DISTURBANCE: TOTAL IMPERVIOUS SURFACE AREA: PARKING DATA: REQUIRED PARKING: PROPOSED PARKING: TOTAL PARKING: SITE NORTH FTCC, CUMBERLAND COUNTY FIRE & RESCUE TRAINING CENTER CUMBERLAND INDUSTRIAL CENTER REV LOT 43 & 37 CUMBERLAND COUNTY 0433-28-2750 AND 0433-38-5536 FAYETTEVILLE TECHNICAL COMMUNITY COLLEGE 1,324,032 SF / 30.4 AC (TOTAL) 1,324,032 SF / 30.4 AC (TOTAL) M(P) M(P) INDUSTRIAL INSTITUTIONAL CAPE FEAR 643,338 SF / 14.77 AC 218.577 SF / 5.02 AC 56 PUBLIC SPACES 65 PUBLIC SPACES, 11 AUTHORIZED PERSONNEL ONLY SPACES 76 SPACES (PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300 GSF WITH 16,705 GSF OF CLASSROOM AND OFFICEAREAS OF THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM THETOTAL GSF.) ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com r713 STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tic OW M �= Z L W w W V w J o 0�0' O U N U H Z z Z M Z z J O '"' Z Va °C �w o U w Z a� W a Q N J V U�o > LV LV _ w N CO W 0 0� 0 w j z O ,� V a � Q V W w � � � .^ c a V w L o LL LL aL ILLU O 0 _ F 3E �r - a r d ' G I Oel LE EJ ��•-..,....• ;tip 0 a U O NO. REVISION DATE 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 0 0 a LE 0 0 iv a a JOB NUMBER 19-071 DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET Ln SITE KEY PLAN W Ln M r-I N O N M r-I Ln CO20 E H 0 a I/ Q� Nz EIR0.5 cb h + O + ti ++++ CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING C1 165.37' 548.08' 17°17'15" 83.32' 164.74' S43°12'31"W C2 153.85' 454.90' 19°22'42" 77.67' 153.12' S43°54'48"W C3 41.60' 50.00' 47°40'06" 22.09' 40.41' N87°21'56"W C4 21.03' 25.00' 48'11'50" 11.18, 20.42' N87°06'27"W C5 187.94' 489.46' 22°00'00" 95.14' 186.79' N52°00'32"W C6 81.08' 50.00' 92°54'47" 52.61' 72.49' N05°26'51 "E C7 81.95' 50.00' 1 93-54-48" 53.54' 73.08' N04°56'40"E 5 CU + + + RWM J ( \ 'k\'\+ + + W a o is \ �\� i'\+ +\+ + ++ 07�\ N/F N o + + G+\ CUMBERLAND COUNTY 2 I 00 �o\ \\�\+ +\+ + �6 DB 2927, PG. 149 o ^ \, ti�� x Oy.\0f/ +t + + ,0 LOT 36B - PB 120, PG. 137 �\ \ L ►WE ' \ �I� \+ + + + PIN 0433-29-6400- 'Att �w 299� � � \ o �Q� � � \ ,\ ,, � WF1, +)+ +�� + + \ 115 SANITARY SEWER TABLE SSMH #1 RIM: 89.65' IN(S): NO ACCESS OUT(NE): 78.07' - 8"PVC TO SSMH #2 SSMH #2 RIM: 93.30' IN(S): 80.65' - 8"PVC FROM SSMH #1 IN(N): 80.65' - 8"PVC STUB OUT(NW): 80.60' - 8"PVC TO SSMH #3 SSMH #3 RIM: 92.12' IN(SW): 79.62' - 8"PVC FROM SSMH #2 OUT(NE): 79.62' -8"PVC TO SSMH #4 SSMH #4 RIM: 87.93' IN(SW): 78.53' - 8"PVC FROM SSMH #3 IN(NW): 77.88' - 8"PVC FROM SSMH #5 OUT(SE): 77.78' - 8"PVC TO SSMH #6 SSMH #5 RIM: 85.34' IN(NW): 79.74' - 8"PVC FROM NW OUT(SE):79.64' - 8"PVC TO SSMH #4 SSMH #6 RIM: 82.12' IN(NW): 76.17' - 8"PVC FROM SSMH #4 IN(SE): 75.37' - 18"PVC FROM SSMH #8 OUT(NE): 75.37' - 18"DIP TO SSMH #7 SSMH #7 RIM: 83.37' IN(SE): 74.47' - 18"DIP FROM SSMH #6 ROCKFISH CREEK INTERCEPTOR SSMH #8 RIM: 82.54' IN(SW): 76.14 - 18"PVC FROM SSMH #9 OUT(NW): 76.04' - 18"PVC TO SSMH #6 SSMH #9 RIM: 89.42' IN(SW): 76.87' - 18"PVC FROM SSMH #10 OUT(NE): 76.92' - 18"PVC TO SSMH #8 SSMH #10 RIM: 95.54' IN(SW): 77.59' - 18"PVC FROM SW IN(SE): 85.14' - 8"PVC FROM SE E OUT(NE):77.54' - 18"PVC TO SSMH #9 a- ct) M CV CV CD N C11 c m 1 I • � rl l \ ` 0.2% FLOOD - ` \ �+ \ I I 1%FLOOD I ..� N/F \ \ ISAAC 1, \ YOUNG DB 251, PG.G.7373 \ PIN 0433-39 6751 SSMH #5 \ \ N/F \ v \ \ SOVRAN BANK N A C/O C B MACKETHAN \ DB 2489, PG. 238 \ 00 F PIN 0433-38-9774- \ lO <) �O L4 P L5 �L6 \ \ ~ ( \ \ ) N\ N) + + + \ A�X,;� 724'%c• \� 6 ROPERTY FOLLOWS NO \,a + + `2 C 00 ` 6 WASH OUT Rrye \I x \ O �\ + + �k, + •pO -� G,L`L 48"CMP ' r� �9H� cf� + + + � . � FES: 51.01' C'1� O., �� \ LINE TABLE LINE BEARING DISTANCE L1 N38°13'22"W 15.09' L2 N81°21'14"W 70.45' L3 N36°35'29"W 81.54' L4 S78°06'41 "E 51.30' L5 S86°38'00"E 92.40' L6 S83°17'25"E 92.88' L7 S61 °41'57"E 80.11' L8 S41°11'10"E 57.68' L9 S26°33'55"E 60.66' L10 S23°57'45"E 106.88' L11 S11°27'32"E 136.56' L12 S10°37'11"E 88.33' L13 S30°02'26"E 16.34' L14 N41 °00'32"W 73.04' L15 N51°54'15"E 160.59' \=60 SyC 0�� \ SSMH #7 PW �- + + + + ,0 N89° 59` 58"E 359 56 �\ \ i �� An fj*` �+ +� + + + + + + + + +l +/ }� + \ 2 \ CUMBERLAND COUNTY EIRO. // N l l ` + + + + moo + + + l + l 1 y4, y �//� ,t \C q \ DB 2927, PG. 149 SSMH #4 E1�NOT \ \�\ 6,9 J l� �� n °N'7711}} \� + + +i + t - + + C' S, LOT 36A - PB 120, PG. 137 p \\ \�`� -�� _��J J `� " \ +• 6+ + + \ 150858 SWETF3D463 AC +`� \ `Fqs, PIN 0433-28-9994- J Oh " OU�JB- �, p h wF+ss + +��+ + + + + + +) + SS Ae cP S �� AN. -IV c, o \\ y� �\ + Q wl 46 + + + + 4 \ �2 ° O`l. '� �f \. S < O QO / x Oh 3 + + .+ + + C + + 90 + + *+ 00 36y\ \\ O �"T S \ / '`l a \ 2++++++I ) SS WIF 5+ �j� + + +•+^ WF �64_ % J Y L'490 , + /+v WF 63 �� \ ) 00h ,�c y\ +\fi+ +`�+ J+ +' f\ x 0Wd \\ \\ �° \\ \ N/F ~\ 5� q1 WF 2 I 1 O Z 95� THE�TRI�TE OF + ) + �- FA�Y T VIL E TE HNICAL \ + + + + / oo i90 / h� D �A1 Y 478, P COLLEGE E \ I 4 +r+ �1 x O [ LOTg*413 PB 91 LPG. 44 --� ®�+ �� x \ \ / PIN 0)133-26-2759� 4- \+ + ' f ,e �� OOR AREA: 714 369 SF / 16.400 AC �\ WF 56 �t 7 0o \�� x STORM DRAINAGE TABLE ��`S�9 \% �- ; h 1 `"iF 57 WIF 9 G DMH #1 RIM. 90.80' \ (I `� . UyA ,� \ O IN(SW): 85.20' - 30"RCP �z/ C \ I DMH #1 OUT(SE): 85.20' - 30"RCP TO FES �O \ \\\\ Q 5�`� Ln I i \ YDI #2 pGej.Q , �li� �#3 YDI #2 TOP: 90.57' \ !i �� , 6+ O �` (LID KNOCKED OFF) \ ��\ t� �QG V �` /� O FAGS/5 OUT(S): 86.02' - 18"RCP TO CB #3 i� CB #4 CB #3 TOC: 92.23' IN(N): 86.23' - 18"RCP FROM YDI #2 OUT(S): 86.03' - 18"RCP TO CB #4 \ `\ G CB #4 TOC: 92.27' \ \ \ /� / Ari / Fo IN(N): 85.72' - 18"RCP FROM CB #3 \ \ 2 GQ / iwo Q QG N\\ OUT(S): 85.72 - 18"RCP TO NOT FOUND CB #5 TOC: 91.66' IN(N): 85.91' - 15"RCP FROM NORTH \ .5 OUT(SE): 85.61' - 15"RCP TO CB#6 CB #6 TOC: 92.12' IN(N): 84.72' - 15"RCP FROM CB #5 OUT(S): 84.67' - 18"RCP TO FES CB #7 TOC: 91.37' IN(SW): 85.95' - 15"RCP FROM SW OUT(NE): 85.87' - 18"RCP TO CB #8 CB #8 TOC: 91.26' IN(NW): 85.51' - 18°RCP TO DMH #9 OUT(SW): 85.56' - 18"RCP TO CB #7 DMH #9 RIM: 92.49' IN(SE): 84.27' - 18"RCP FROM CB #8 IN(W): 83.29' - 48"CMP FROM DITCH OUT(NE): 83.19' 48"CMP TO DITCH CB #9 TOC: 91.13' IN(SW): 85.83' - 15"RCP FROM SW OUT(NW): 85.83' - 15"RCP TO CB #10 CB #10 TOC: 91.16' IN(SW): 86.76' - 15"RCP FROM CB#9 OUT(NE): 86.66' - 15"RCP TO FES GENERAL NOTES 1. THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING CON DITIONS/TOPOGRAPHY ON A PORTION OF THE PROPERTY OF THE TRUSTEES OF FAYETTEVILLE TECHNICAL COMMUNITY COLLEGE, PIN 0433-28-2750- & 0433-38-5536-, AND IS NOT A BOUNDARY SURVEY. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE ALL ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN. 2. THE PROPERTY LINES SHOWN HEREON HAVE BEEN CONFIRMED FROM A PARTIAL SURVEY BY STEWART ENGINEERING. PROPERTY LINES SHOWN TAKEN FROM PLAT BOOK 91, PAGE 44, RECOVERED MONUMENTS AND OTHER REFERENCES AS SHOWN HEREON. 3. HORIZONTAL DATUM IS NAD 83 (2011) AND VERTICAL DATUM IS NAVD88. BASED ON GPS METHODS USING REAL-TIME KINEMATIC SOLUTIONS FOR THE SURVEY CONTROL POINTS SHOWN HEREON AND TIED TO NORTH CAROLINA GEODETIC SURVEY MONUMENT "VENTURE" AS SHOWN. 4. THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT FOR RECORDATION. 5. UTILITIES SHOWN HEREON ARE BASED SOLELY ON ABOVE -GROUND VISIBLE EVIDENCE. NO UTILITY DESIGNATION/MARKING SERVICES WERE PERFORMED AS A PART OF THIS SURVEY. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES BEFORE COMMENCING CONSTRUCTION. WATER LINE SHOWN PER PWC GIS RECORDS. 6. TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE SUBJECT PROPERTY. 7. THE SUBJECT PROPERTY IS ZONED "M(P)" (CUMBERLAND COUNTY). 8. THE SUBJECT PROPERTY LIES IN ZONES X (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN), X (SHADED) (AREA OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF FUTURE CONDITIONS 1% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS OF LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1 % ANNUAL CHANCE FLOOD), AE (AREA DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOOD, BASE FLOOD ELEVATIONS DETERMINED), AND FLOODWAY (DELINEATED FLOODWAY OF A STREAM). BASED ON THE FLOOD INSURANCE RATE MAP NUMBER 3720043300J DATED 01-05-2007. FLOOD HAZARD LINES SHOWN HEREON ARE FROM FRIS.NC.GOV AND FOR REFERENCE ONLY. 9. WETLANDS SHOWN HEREON HAVE NOT BEEN VERIFIED BY USACE. 15"RCP FES 93.26' (N) 93.23'(S) RIM:95.79\ IN(N): 86.99' - 24"RCP IN(W): 92.99' - 15"RCP ` IN(SW): 86.79' - 24"RCP L OUT(NE): 86.69' - 30"RCP y � DROP INLET 'z TOP CONC: 94.42' O�Q THROAT INLET: 93.82' OUT(S): 90.72' - 18"RCP QO�1111<_ QGOpO�o�G�QS�NIS Jp� 401? q0 GL SURVEY CONTROL 1 438,750.2051 2,031,719.8473 110.05 TRAV-1-IR WCAP 2 438,476.9067 2,032,047.9333 101.76 TRAV-2-IR WCAP 8 438,327.0642 2,033,932.5470 88.18 TRAV-8-IR WCAP 9 438,781.2367 2,033,719.5816 81.59 TRAV-9-IR WCAP NORTH NAD83(2011) 0 50 100 200 SCALE: 1" = 100' W W i� rQ-G2Q Q ,�O 0Q` Q 9� 068 ��G�G�` Q-� 1 O $ ., �90� '-_ _o/o \�� I x � FLOOD V \ I\ Ilc60 ��G 90� THE TRUSTEES OF F OMI�Y CECHNICAL`� �90�\ Q�LEGE DB 10478, PG. 571 LOT 37 - PB 1, PG. 44 /G \ PIN 04 -38- 36:�._ X AREA: 6U9,664 SF / 13.996 A - Q C \ (TOT E NORTH tS'FB.J= OF ROCKFISH CR EK) \ +� \ WETLANDS J O°�� l\ `, / / /�07 . O \` +� 9t 9 32,820 SF / 0.753 AC X 1 \\ /gaol\_ S. +� r` [yt, 1 \�E:2033932.5�7' . EL:88.18 vh + 94 Rie DO'3 9�+ + II . 010 m `� �v So��r/O2p�1!5234 ,+ `r ++-Fj ,11A2 L - VkvVF _ 7s• + ice, + + 01g� 99 �, o'` YR a N/F PIEDMONT NATURAL GAS CO INC DB 9749, PG. 614 LOT 42 - PB 98, PG. 44 PIN 0433-37-0830- LEGEND CONTROL POINT 0 EIRO.5 EXISTING 1/2" IRON ROD 0 EIRB EXISTING IRON ROD -BENT 0 RWM R/W MON. FOUND RWM D R/W MON. FOUND DISTURBED CALCULATED POINT ® CURB INLET ® STORM MANHOLE ® SEWER MANHOLE a FIRE HYDRANT WV N WATER VALVE GV GAS VALVE TPED O TEL-COM PEDESTAL ® POWER BOX/METER GUY WIRE 0 UTILITY POLE v SIGN • GATE GATE 0 WF WETLAND FLAG - - 0.2% CHANCE FLOOD LINE - 1% CHANCE FLOOD LINE -FW- FLOODWAY LINE X WIRE FENCE - O - CHAIN LINK FENCE TREELINE -SS- SANITARY SEWER LINE - - STORM DRAIN LINE -OHW- OVERHEAD WIRES - W - GIS WATER LINE 90 �\ C C3 E 0A j=• 44 CB #9 \ ��, 300 �4 0 P FCky U M '/ Q' SSMH #10 / S / LEGEND ® FIBER OPTIC BOX FOWP 0 FIBER OPTIC MARKER FES - 34 FLARED END SECTION DMH DRAINAGE MANHOLE DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE YDI YARD DRAINAGE INLET RCP REINFORCED CONCRETE PIPE TOC TOP OF CURB CB CATCH BASIN WIR WIRE FENCE SSMH SANITARY SEWER MANHOLE CMP CORRUGATED METAL PIPE /�� I, JORDAN M. SCHOFF, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION; THAT THIS GROUND AND AIRBORNE SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS B STANDARD, AND THAT THE ORIGINAL DATA WAS OBTAINED IN JANUARY OF 2020; THAT THE SURVEY WAS COMPLETED ON JANUARY 20, 2020 AND UPDATED ON JANUARY 27, 2020; THAT CONTOURS SHOWN AS [CONTINUOUS LINES] MAY NOT MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD 88. .Docuftned by: f �&" -vw,r -f J0Z_DbN M. SCHOFF, PI-Sof 4939 E13E49EF03AC48B... r _!11 STEWART 5410 OLD POOLE RD FIRM LICENSE M C-1051 RALEIGH, NC 27610 www.stewartinc.com T 919.380.8750 PROJECT #: L19032 Vicinity Map: w w w � O SITE Q% co 0 TOM STARLING R T NORTH N.T.S. Title: TOPOGRAPHIC SURVEY FOR: FTCC FIRE AND EMERGENCY RESPONSE TRAINING CENTER GRAYS CREEK TOWNSHIP, FAYETTEVILLE CUMBERLAND COUNTY, NORTH CAROLINA DATE: JANUARY 20, 2020 SCALE: 1" = 100' CONTOUR INTERVAL = 1 FOOT Revisions: No. Date Description 01 01-27-2020 ADD TOM STARLING RD 02 01-12-2021 UPDATED LEGEND Seal: ♦ O� .000S •. �� i SEAL 7 L-4939 r: C • OHOi ••.....•••• ♦♦ Project number: L19032 Sheet: Date: 01-20-2020 Drawn by: JMS Checked by: CRD 1 of 1 ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com r� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tie oW H �= Z U LVj W W LU V LU -j o o N Z z Z � H � z LU oar; J V Ce LU 0 Z a� Lu J � a N o U I --I LU > rl LLB LU U N ca 0 0 LU J z O ,� V a > Q V W L.0 � � O .^ C L V L � o LL LL LL OU U) NO. REVISION DATE 1 ADDENDUM #2 04.07.21 0 N 0 a 2 ADDENDUM #3 04.13.21 0 iv Q LE JOB NUMBER 0 19-071 o DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET EXISTING M co CONDITIONS M o PLAN M r-I Ln E H 0 a C100 Q �X x x I1 \ X X x xl X , X --- II x X X X I � X I II I , x -- / \ X x X X��'� ... I I I X X X — -74 x x�x —� 1 I X ` � x X X X x X X X xrx l `\ x x x x x x x x x X x X x x x X X X x I \I I x� x� x X x X X X X I — I \ x �- '�X X X ,��Q' ��' X X x � X X X /X x x X x ^ho x x X x X, J \ I X x X X X X X' x x x X X X x X X X x SEE SHEET C311 / x x x X X \ 7/7jx x x X x x X X xxx___X _�x X X X x �— —X x X x X X _ X I ,.., x x � � I X k _.._ ,x X _.. I. . -..-..X — ! 1 Y/ X ix k x I X x X �_ al► �X � I x x X X x x X_.::.:::: X X \ X X . X / x AX + �� X � \ / x \ / X I I X01 aN amp I-' 0 I 60.0' I I I I I ® ®, x X X X X X / x x x \ x — \ x x/ X X— r o X x x X x -�`__ E SHEET C905 X x x / SE I 1 X X _ _ I x X X X X x /= /� X X X— x X ` � ��x/ � / � � , � � ° E I XXX =�-- _ XXX _X --�I I la X X X x x X �` _x x X x X X —%—X I I f oAy a 05 0 X x X ��- X X x I / 1 X X _xx�;x �x� I \ I I - I \ �o 1 x x x x x \x x x -� x __� \ \ \ X x x x x Xf x � ...... X X f-X J x• -� ` 1 a �l �l �l l l l _ I \ ■ (� X LU LU x x -- / \ X x O X x x x • I� a� o / I .a . L / — o C I • .:� aka I I 1 Z � I .. I 1 / i i / - :• a .. ^. : •. a• I %" �- I------ x o I W / _ XI a — oLL _� / I_X— — I II ,I iiiiiiiis. vow wa CID / — �— — °w ow 1 �- aP ° \ V ° FOWP cmp N® =� �� now -�1 can / — — — — — — — w a�_ �_ L glow- -Ell Q — _ ° a f --- — _ _ - 1-------- ----------F--- _ _ ------------------ — -`� w_ TOM ST PRLBL C RW VARIAB (SR 2220) SITE ADDRESS: PARCEL PIN #: PARCEL ACREAGE: TOTAL BUILDING SQUARE FOOTAGE: LIMIT OF DISTURBANCE AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS SURFACE AREA: PARKING DATA: REQUIRED PARKING: PROPOSED PARKING: TOTAL PARKING: 0 25 50 100 SCALE: 1 " = 50' WEST PARCEL SITE DATA CUMBERLAND INDUSTRIAL CENTER REV LOT 43 0433-28-2750 714,368 SF / 16.4 AC 24,979 SF 322,781 SF / 7.41 AC 0.0SF/0.0AC 125,443 SF / 2.88 AC 56 PUBLIC SPACES SITE NORTH 65 PUBLIC SPACES 65 PUBLIC SPACES (PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300 GSF WITH 16,705 GSF OF CLASSROOM AND OFFICE AREAS OF THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM THE TOTAL GSF.) SITE LEGEND: NUMBER SYMBOL DESCRIPTION DETAIL REFERENCE N/A PROPOSED BUILDING SEE ARCH. PLANS AP1 HEAVY DUTY ASPHALT 1/C900 AP2 LIGHT DUTY ASPHALT 1/C900 CP1 HEAVY DUTY CONCRETE 2/C900 LIGHT DUTY CONCRETE 2/C900 ST1 AGGREGATE PAVING 3/C900 CG1 30" CURB & GUTTER 6/C900 CG2 24" CURB & GUTTER 6/C900 CG3 24" MOUNTABLE CURB & GUTTER 7/C900 CG4 24" FLUSH CURB N/A CG5 24" CURB AND GUTTER TO 8/C900 MOUNTABLE CURB TRANSITION CG6 30" TO 24" CURB AND N/A GUTTER TRANSITION G1 AUTOMATED CANTILEVER GATE 1/C903 G2 MANUAL CANTILEVER GATE 1/C903 G3 CHAIN LINK SINGLE SWING GATE 3/C903 G4 CHAIN LINK DOUBLE SWING GATE 3/C903 CR2 CURB RAMP TYPE 2 10/C900 CR3 CURB RAMP TYPE 3 11/C900 CR4 CURB TAPER 8/C900 CS1 WHEEL STOP 10/C901 LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS B1 STEEL BOLLARD 1/C902 FP M7 HIGH VISIBILITY CROSSWALK N/A PM2 STOP BAR N/A S2 STOP SIGN N/A S3 AUTHORIZED USE ONLY SIGN N/A F1 6' HIGH CHAIN LINK FENCE (ALTERNATE) 2/C903 PJ1 PAVING CONTROL JOINT 5/C900 PJ2 PAVING EXPANSION JOINT 5/C900 TIP TREE PROTECTION FENCE —— EASEMENT — — PROPERTY LINE LIMITS OF DISTURBANCE ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com r713 STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Ztie OW M I z W W LU V w J o 0 O U N U H Z z Z � M Z z J O Z Va�Ce w O U w Z a W � a Q LL N U _ > V■ W LU w Fi � N 0o p� LU C) o, 0 w J z O ,� V a > Q V LLJ w r a .^ c a V L o LL LL LL OU NO. REVISION DATE 1 ADDENDUM #2 04.07.21 0 a 2 ADDENDUM #3 04.13.21 0 0 iv a a LE JOB NUMBER 0 19-071 o DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET N SITE PLAN N WEST N O M r-I Ln E H 0 a C301 DB l °00 O PIN 0433 8 9774- � I NO�SURVIE F / ESN \ R0C N/F 'i�� \ \ SCR Fy <OCq;1/0 ISAAC C YOUNG / �� —� \ N / DB 251, PG. 73 \ �OSpU O/i, \ / PIN 0433-39-6751- NA 1<1 7p �—1-0 01 ------------------ Cr \ — / CUMBERLAND CQ/ / I I 1 /� ` I DB 292,7, K.149 / I I / \ \ \ \ V I�NfY \ \\\ _ — LOT,36B�PB 120, PG. 137 / �_ --- —1 ----------PIN 0433---2n400_ lir A -All III �I v I o - - N ----- / III IIII 3 .\x , I I I+� I I� < > � o� I � . II / ♦ / II I II IIIII II I�Im _ . . � + — \ vI IIIII—�� .x CO \ I / I III IIII — ,v � IIII ► .a8`l: ,; /� k I l / I I I I I a ./�j • q � N/F CUMBERLAND COUNTY C%� / _ / a• / '• /— , �' / / ( / ° DB 2927, PG. 149 LOT 36A PB 120, PG. 137 / '0.0' + /- .°e.q a�. / .a x x \ PIN 0433-28-9994- � ° I // • v / / � / �/ III ✓ `� % / x I a a 1 / x\ / \ II a. I+ � � ✓ x x x / I ` ✓ /x x x x X J /i ?G. x x x x \ PSMN / III I I_- X X X X X x � X X i III III f/ x x X X X _ \ / _ / ► III III o . �, X x�x � � -�\ IIII I I X x II o I I IIII _ yX x X X I X X '$ � I / X X I X/ x �_ x o � I X xxow \\ aw —0 goo/ — — — X X x x x X x !-- x X I I X X X x X X < x x x x X X x X X I I Sx X1 l I X X x ,X X X X/ ` / 1 \� WA 0 5o P N \ \ \ \ \ \ 0 25 50 100 \ \ \ SCALE: 1 " = 50' EAST PARCEL SITE DATA SITE ADDRESS: CUMBERLAND INDUSTRIAL CENTER REV LOT 37 PARCEL PIN #: 0433-38-5536 PARCEL ACREAGE: 609,664 SF / 14.0 AC TOTAL BUILDING SQUARE FOOTAGE: 3,432 SF LIMIT OF DISTURBANCE AREA: 186,820 SF / 4.29 AC EXISTING IMPERVIOUS AREA: 0.0 SF / 0.0 AC PROPOSED IMPERVIOUS SURFACE AREA: 93,134 SF / 2.14 AC PARKING DATA: REQUIRED PARKING: PROPOSED PARKING: TOTAL PARKING: 0 PUBLIC SPACES SITE NORTH 11 AUTHORIZED PERSONNEL ONLY SPACES 11 SPACES (PARKING CALCULATIONS DETERMINED BY 1 SPACE PER 300 GSF WITH 16,705 GSF OF CLASSROOM AND OFFICEAREAS OF THE CLASSROOM BUILDING. THE APPARATUS BAY, COLD TRAINING TOWER, AND BURN BUILDING ARE EXCLUDED FROM THETOTAL GSF.) SITE LEGEND: NUMBER SYMBOL DESCRIPTION DETAIL REFERENCE N/A PROPOSED BUILDING SEE ARCH. PLANS AP1 HEAVY DUTY ASPHALT 1/C900 AP2 LIGHT DUTY ASPHALT 1/C900 CP1 HEAVY DUTY CONCRETE 2/C900 LIGHT DUTY CONCRETE 2/C900 ST1 AGGREGATE PAVING 3/C900 CG1 30" CURB & GUTTER 6/C900 CG2 24" CURB & GUTTER 6/C900 CG3 24" MOUNTABLE CURB & GUTTER 7/C900 CG4 24" FLUSH CURB N/A CG5 24" CURB AND GUTTER TO 8/C900 MOUNTABLE CURB TRANSITION CG6 30" TO 24" CURB AND N/A GUTTER TRANSITION G1 AUTOMATED CANTILEVER GATE 1/C903 G2 MANUAL CANTILEVER GATE 1/C903 G3 CHAIN LINK SINGLE SWING GATE 3/C903 G4 CHAIN LINK DOUBLE SWING GATE 3/C903 CR2 CURB RAMP TYPE 2 10/C900 CR3 CURB RAMP TYPE 3 11/C900 CR4 CURB TAPER 8/C900 CS1 WHEEL STOP 10/C901 LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS B1 STEEL BOLLARD 1/C902 PM1 HIGH VISIBILITY CROSSWALK N/A PM2 STOP BAR N/A S2 STOP SIGN N/A S3 AUTHORIZED USE ONLY SIGN N/A F1 6' HIGH CHAIN LINK FENCE (ALTERNATE) 2/C903 PJ1 PAVING CONTROL JOINT 5/C900 PJ2 PAVING EXPANSION JOINT 5/C900 TP TREE PROTECTION FENCE —— EASEMENT — — PROPERTY LINE LIMITS OF DISTURBANCE ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tie OW M �= Z ''' W w LU V w J o 0 O U N U H Z z Z H � z LU oar; J V Ce w 0 � O Z a� LU J � a N o J V U z w > o' LLB LU _ U N CO W o, 0 LU j z O ,� V a � Q V W w � � .^ o L V >- q� o ILL ILL LL OU U) NO. REVISION DATE 1 ADDENDUM #2 04.07.21 0 a 2 ADDENDUM #3 04.13.21 0 0 iv a a LE JOB NUMBER 0 19-071 o DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET 00 SITE PLAN EAST N O M r-I Ln E H 0 a C302 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _.._... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +__+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ — --- 1 + + + + X + + + + ., _ _�` + + + + + + + + + + + + + + + + + + + + + + F + + + - r..,.., \ + + + + + + + + '� T + + + + + + + + + + + + + + + + + + + + + + + + + + + +` ,..�. I + + +/+ + /`+ + + + x _ ......... .. I/ + + + + + + F1 � �� CG4 CS1 -_.. �' + + + + + + + + + + + + +,` \ / CR4 �.. WASTE AND RECYCLING ENCLOSURE .., + + + + + + + + + ,' + PER ARCHITECTURAL DRAWINGS •.� + + + + + + + + + X. PA AP 2 / CR4 + + + + + + + + + + --- --- / + + + + + + + + + + x + ('.s-a �\ I I / + + + + + + + + + + + STOONTROL R B1 PA + + + + + + + + + + MEASURE ;S - °S•I LT1 + + + + + + + 44i S !— CG2 �+ ' + / + 1 + + + + \ PA .+ + + + AP2 ' / LT1 / \ -I CP2 / F1 PA PA PM2 , . T� T F1 e / P/ CR3 � S2 CR3 x x x x x x� x x PA � � X X — x x PM2 / A °. /S2 G1 Lu W / N Q � LLJ CR2 VF / LT2 ANCHOR PER I CP2 PM2 STRUCTURAL DRAWINGS I / ° \ \ / / I PA / ° S2 \ CR3 PA I / / / I LT1 PA CG2 \ \ PM2 I — ° SPA 70' x 80' AREA FOR FUTURE I I I / \ / a \I I / COMMUNICATIONS ) I I TOWER BY OTHERS I z I AP2 \ O'/y , I p MEMORIAL PLAZA I PA I (ADD ALTERNATE, / \ SEE SHEET C908) I� CG4 I \ \ I � � ° \ —� / \ \ \+ \\ \ \ h 0 ° \ 8 ACCESSIBLE z / LT1 C901 PARKING b -i F FDC I\ \ \ O \� o LOADING AREA ONLY o w � AP1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CP2 \ O i / CR2 / °� TRAN \ DENOTES AREA TO BE ° DENOTES AREA TO BE I USED FOR HAMMER 4 d I \ \ PROTECTED FOR TRAINING d > I I e d HEAD TURN -AROUND \ PURPOSES, NO UNDERGROUND PA Q ° . / CR2/CR3 AlN tl321tl JNIOtlOI I \ UTILITIES TO BE LOCATED ° 4 I WITHIN THIS AREA x SITE LEGEND: I PA I 1 I 0- NUMBER SYMBOL DESCRIPTION DETAIL I REFERENCE 1 1 N/A PROPOSED BUILDING SEE ARCH. PLANS 1 I 1 AP1 HEAVY DUTY ASPHALT 1/C900 50' BUIJING SETBACKI 1 AP2 � LIGHT DUTY ASPHALT 1/C900 �1 CP1 HEAVY DUTY CONCRETE 2/C900 LIGHT DUTY CONCRETE 2/C900 I 1`_ 1 I ST1 AGGREGATE PAVING 3/C900 CG1 30" CURB & GUTTER 6/C900 24" CURB & GUTTER 6/C900 0 24" MOUNTABLE CURB & GUTTER 7/C900 � 1 0 24" FLUSH CURB N/A P2 \ ❑ AREA FOR FUTURE 24" CURB AND GUTTER TO MONUMENT SIGN CG5 MOUNTABLE CURB TRANSITION 8/C900 \ I (N.I.C.) CG6 30" TO 24" CURB AND N/A / PA GUTTER TRANSITION AUTOMATED CANTILEVER GATE 1/C903 i I I G2 MANUAL CANTILEVER GATE 1/C903 CHAIN LINK SINGLE SWING GATE 3/C903 i I 1 G4 CHAIN LINK DOUBLE SWING GATE 3/C903 CR2 CURB RAMP TYPE 2 10/C900 CR3 CURB RAMP TYPE 3 11/C900 PM1 I 1 CG6 I I CG1 CR4 CURB TAPER 8/C900 I I 1 CS1 WHEEL STOP 10/C901 �1 LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS PM2 i LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS B1 STEEL BOLLARD 1/C902 1 ' PM1 HIGH VISIBILITY CROSSWALK N/A PA I I 1 I I ' PM2 STOP BAR N/A STOP SIGN N/A 1 1� S3 AUTHORIZED USE ONLY SIGN N/A 1 � F1 6' HIGH CHAIN LINK FENCE (ALTERNATE) 2/C903 I I 1 PAVING CONTROL JOINT 5/C900 1 � PAVING EXPANSION JOINT 5/C900 � o TP TREE PROTECTION FENCE ` — EASEMENT SFORMER (PROVIDED BY FAYPWC) I � PROPERTY LINE 75' BUILDING SETBACK I ` LIMITS OF DISTURBANCE ° \1 �� pq GENERATOR ENCLOSURE (SEE ° I a ° . ARCHITECTURAL SHEETS) d PIV PA CP1 LT1 a CG3 d ° ° , .. PJ1 Q� I Ix PA ENCLOSURE WALL (SEE \ ° \ o PJ2 ARCHITECTURAL SHEETS) I ° EXTENTS OF BUILDING OVERHANGPA ► I Q a IB1 Ix \ �� \ / PA TRANSFORMER AND PAD I a (PROVIDED BY FAYPWC) � PA / I 4 Q Q ° 4-S ORY COLD d TRAIIN ING TOWER G3 CP2 I (SEE T 100 SHEETS) - ® o ° 41 ae � �. . /,; J d a PJ1 �d a a as 9 q 30.00' REQUIRED POWER Q � � � � � �- \\\ LINE CLEARANCE Q ° -- -----------------I I , CLASSROO BUILDING i(S ARCHITE TURAL SHEETS) o ° J Qt> I� I I ��o � ♦ _ °' � l p ®® / LT2 — p I I - ®0 ®®® PA — — — — — — — — — — — — — — — — / PA DENOTES AREA TO BE PROTECTED I - G PA LJ FOR TRAINING PURPOSES, NO 44 UNDERGROUND UTILITIES TO BE LOCATED WITHIN THIS AREA I _ ° ° 04 F 1 PA x x EXTENTS OF BUILDING x x d OVERHANG ° / x i I CP1 PA \ \ d / d x\x v Q I d REMOVAL OF 80' OF 5' NO ACCESS EASEMENT pHP wr I ow 41#* _SIP d OK O+P OWnW aP ow \ l—LL 04P 1 j— 4 ° d Q_ 1 ° .d _ - - --- _ _ _ - 8 AP1 _ _ 1 5"-THICK MONOLITHIC CONCRETE - ISLAND - SEE DETAIL 7/C901 ° _ TOM STARLING ROAD - ° ------------ No No No so an STARLINGRD/ �� /-- _ _ o ---- -- ----------------------------------- ----------------------- -------------------` �__--------� / ASPHALT PAVEMENT ----------------------_ _ - 0 10 20 40 SITE RIABLE PUBLIC-Rl� NORTH � — — SCALE: 1 " = 20' ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com r713 STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Ztie OW (H V Z L W W LU V w —j o 0 O U N U H Z z Z M Z z LU OM � 1--, Va�w °C o U w Z a� W a Q N J/ li V V UILLo z w > o' LLB LU _ wCo N 0 w J z O ,� V a > Q a-+ V LU w r a .^ C a V IX L o LL LL LL OU NO. REVISION DATE 1 ADDENDUM #2 04.07.21 h 0 a 2 ADDENDUM #3 04.13.21 0 C T a a LE JOB NUMBER 0 19-071 o DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET SITE PLAN WEST o ENLARGEMENT N M Ln SITE LEGEND: DETAIL /NUMBER SYMBOL DESCRIPTION O // X j� / / / ♦ \ \ \ ,\ REFERENCE O X/ / // //- ♦ \ ♦ \ ` N/A PROPOSED BUILDING SEE ARCH. PLANS j�/ / /� ♦ay "IAA\ 0 \ / Z ZZ/ x'� // , La00 AUTHORIZED / d- PERSONNEL PARKING TP W/ I / i ♦ x x x x xT x \ EACHERS (PROVIDED BY OWNER) PA / X / x x ° 1 PA 1 /, / � / / I ♦ V� PA CP2 � � . � 1 ♦ �/i /F1/ /i / � m CG5 I � / I / G3 / \ PA x x � I° 'v v' � I I � x / x — \ // // PA / CG2 ° °. ;:. ,- ° GI I / , \------------- ° : N 44 \ / / B1 AREA FOR FLASHOVER SIMULATOR (BY OWNER) ° TRANSFORMER AND PAD (TO \ ° ° ° p BE PROVIDED BY FAYPWC) // PA g // �ir /� � Z'- / /� o ° ° / �� / / 44 zz ~ 4-STORY LIVE BURN TRAINING ° AUTHORIZED 1I x \p p STRUCTURE (SEE SHEET BB100) PERSONNEL PARKING /// 1 0 x x x x x x ° ° cG2 D \\ \ ° i� I / CP1 p I x 1 PA ° ° \ \ I AP1 HEAVY DUTY ASPHALT 1/C900 I AP2 LIGHT DUTY ASPHALT 1/C900 CP1 HEAVY DUTY CONCRETE 2/C900 0.2% F OOD LIGHT DUTY CONCRETE 2/C900 STORMWATER \ CONTROL \ MEASURE \ ST1 AGGREGATE PAVING 3/C900 \ CG1 30" CURB & GUTTER 6/C900 \ CG2 24" CURB & GUTTER 6/C900 \ \ \ \ CG3 24" MOUNTABLE CURB & GUTTER 7/C900 \ CG4 24" FLUSH CURB N/A 24" CURB AND GUTTER TO 8/C900 MOUNTABLE CURB TRANSITION 30" TO 24" CURB AND N/A GUTTER TRANSITION AUTOMATED CANTILEVER GATE 1/C903 MANUAL CANTILEVER GATE 1/C903 x x x x x G3 CHAIN LINK SINGLE SWING GATE 3/C903 CHAIN LINK DOUBLE SWING GATE 3/C903 � F1 G4 I'll CR2 CURB RAMP TYPE 2 10/C900 p p p CR3 CURB RAMP TYPE 3 11/C900 JCR4 CURB TAPER 8/C900 i ° p WHEEL STOP 10/C901 ° LT1 SINGLE FIXTURE LIGHT POLE SEE MEP PLANS LT2 DOUBLE FIXTURE LIGHT POLE SEE MEP PLANS 4 STEEL BOLLARD 1/C902 P M 11 HIGH VISIBILITY CROSSWALK N/A FP STOP BAR N/A PA STOP SIGN N/A S3 AUTHORIZED USE ONLY SIGN N/A F1 6' HIGH CHAIN LINK FENCE (ALTERNATE) 2/C903 / PJ1 PAVING CONTROL JOINT 5/C900 PJ2 PAVING EXPANSION JOINT 5/C900 TP TREE PROTECTION FENCE AREA FOR HAZMAT = TANKER PROP (BY — — EASEMENT OWNER) — — PROPERTY LINE LIMITS OF DISTURBANCE FIE o � p 1 D •C�r • \ �. •� • AREA FOR PROP A/y\ \ ° p • Y • \ \\ \ ,(,1,� \ I I TRAILER SHELTER 1 \ \ \\\ I I (BY OWNER) TA + \ CP1 0 ° ° ST1 + . yY� \ \ / AREA FOR PUMP DRAFT —/ x PIT (BY OWNER) L> ° \ PA \ 426 \� ► _ \ \ \ \ \ J J \ �\AREA R STORAGE STRUCTUREO(BY OWNER x x 0 10 20 40 SITE di \ / \ \ \ I-Liml \ I NORTH �� Q' � SCALEm 1"=20' 11 ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tie OW H �= z W W LV V w J o 0 O v N U H Z z Z � Mw � z J oaz; V CC 2: w 0 O Z a� W J � a N o J V U > rl LV LV _ w N CO W 0 LU J z O ,� V a � Q a-+ V W L.0 � 0 .^ a V w L o LL LL LL oU NO. REVISION DATE 1 ADDENDUM #2 04.07.21 0 0 a 2 ADDENDUM #3 04.13.21 0 0 iv a LE JOB NUMBER 0 19-071 o DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET U) SITE PLAN EAST o ENLARGEMENT M r-I Ln E H 0 a C312 / / - � I I I IIIIII IIIIII IIII 3 - / _,X-X X X X X/ � X I I IIIIII IIII -- // /- x X I 3 ) 1 (lll� III CMP r- i \ /' X X X ,x, x x I I I I / \- - \ _ X X X X x/ X x /X /i /\ � x X M ' J X x �� / -90% I CO I \ X X X x X X I\ I J DMH Xr X i #9 X\ x x X ( I \ X X X X x X XCO X X _ J I \ \\ X X X �( x %� J I I I II SSMH ,/ Xx�% x � XXi/J �� #1 X I _U CUMBERLN/F COUNTY x X X` X �QLO �'��`O�X X X X X X\ X �' _ \ o �\ / 3 0 -� 48"CMP DB 2927, PG. 149 y/ / X X x x FES: 83.78' Cb LOT 36B - PB 120, PG. 137 X X X X h0 h X X / X / \ \ `\ ✓ \ \ PIN 0433-29-6400- . C X X X X X \ \ I I) O J X X X X 1C Ix x x \ \ \ \ m I X / X X x x x x \\ \\ c�o�x/_ X X X \ \\ \\ IbA \1 I 3 O Q I SEE SHEET C511 ,�� x X x - \ \ +`� �/ �/X x x U)I I X x X 1-0 X X x X x X > \\ 30"RCP X/ x X �S x x x x x I I X X / \ X X X \ FES: 84.25' x x X X X ; x x 0 - ' \x_x�x I II X X I I aIIIIIIIIa7.I��I_�E�� C I X X X X I, 1x I X 91 X X X `. 9y V•) X x x-,X I x X . /� CB I I _ x X X X �� \ -91 ` g? \ #4 END \ YDI = NOT X ) \\--- 92 #2 CB FOUND 93 X 93 #3 X x �x X 9 X x X G x � X s• - �� / v � I II I I 48"CMP: X X x X x\ X Xj /X 'x a �\ 84.73' X X � 5 \ _ / / - - I_ ss - - 93 ss ss s ss �� / s _ _ - X X X x x x SEES C5 x x / - - - - - I X X x S � � I X X x x x x x x --�-� ��--- //- - / 1❑ X x X X X `X X X - `/ / / X X - X _X_ mac' X X X x� �\ X/ /x / X\ / x JX-_ l I /\ �.. s I X X X X --- \ X X x X--- / \_\;/ / / I \ \ / S o- EIR0.5 X X X X X - X i X x- - - / - _ �// � is 94 / / I I 06 x X - �c X _ X/x - / X X X X X X X x ?� x( / -//�� X X/ / R R / I I I \ I 95 \ X X X X X x x x x \\ / /X�X X �X' X x x'/ \ / II I ' > ( \94\ \ s. _� \ I `311� \ II � X X X x/ X _ \ � / � � DkSTURBED WETLAND I � \ �o ,• cn \ -x - -�L X-- / �- I �I / / `_- _ )I �0.01AC r ---- ---- -I\ �`-� \/ �` 96 \ C�% �I ) ,� II w X x X X X X _ X/ � / ; x "- _ _ _ -_ - - '' - I �' J i - I -� �� ))CD x max, x i -_-- , // / I -� I Ld 0 00 97 _ _ I % i 1 w w I v I- ) _ 97 I/ RWM 96 `< sir III Z C 30' NO GRADING PE ETER + w AROUND POWER POLE STRU RES oLL X cam. 97 97 97 X - 1" RIM. 95.78 w /Oro igloo I 9\ 'I IN(N): 87.88' - 18"RCP -X IN(W): 96.88' 18"RCP � Now W-w o�Zs 9� _�OUT(NE 86.28' 48 CM ffA MUp, MINVEMMEN ! --15"RCP FES-� - -� Qm 93.26'(N) - _/ �18"RCPF =100 _ _ _ _ _ - _ - -14 ass �1� - _ - _ - - - - - 0,- 93.23'(S) ----- _ - - I IN:90.67' saw �_ _ t - - / / --- -�---- i 100-�9�,jt40, C�4 w- -- --- --- j 6. 9 / A \ �' /' _ / W- STARLING R D � TOM VARIABLE PUBLIC R/W -E 110- RIM: 95.79' IN(N):86.99'-24"RCP 0 25 50 100 SITE IN 92.99'-15"RCP IN(SW):86.79'-24"RCP _ NORTH SCALE: 1 " 50' `J OUT(NE): 86.69' - 30"RCP STRUCTURE NAME STRUCTURE RIM INVERTS 01-FES 92.00 INV IN: 90.22 18" RCP (02-RI) 02-RI 0.00 INV OUT: 90.50 18" RCP (01-FES) 03-FES 88.89 INV IN: 87.30 15" RCP (04-CB) INV IN: 88.91 15" RCP (10-CB) INV IN: 88.84 15" RCP (05-CB) 04-CB 94.50 INV IN: 88.35 15" RCP (07-A-CB) INV OUT: 87.64 15" RCP (03-FES) INV IN: 89.62 15" RCP (05-B-CB) 05-A-MH 93.89 INV OUT: 89.62 15" RCP (05-CB) INV IN: 90.25 15" RCP (06-CB) 05-B-CB 94.50 INV OUT: 90.25 15" RCP (05-A-MH) INV IN: 89.71 15" RCP (08-CB) 05-CB 93.40 INV IN: 89.34 15" RCP (05-A-MH) INV OUT: 89.34 15" RCP (04-CB) 06-CB 94.50 INV OUT: 90.50 15" RCP (05-B-CB) INV IN: 88.47 15" RCP (11-CB) 07-A-CB 94.00 INV OUT: 88.47 15" RCP (04-CB) 08-CB 93.40 INV OUT: 89.95 15" RCP (05-CB) 10-CB 93.10 INV OUT: 90.00 15" RCP (04-CB) INV IN: 88.62 15" RCP (12-CB) 11-CB 94.85 INV OUT: 88.62 15" RCP (07-A-CB) INV IN: 88.86 15" RCP (13-CB) 12-CB 94.85 INV OUT: 88.86 15" RCP (11-CB) 13-A-CB 96.70 INV OUT: 90.88 8" HDPE (13-B-CB) INV IN: 90.24 8" HDPE (13-C-CB) 13-B-CB 96.70 INV IN: 90.24 8" HDPE (13-A-CB) INV OUT: 90.24 15" RCP (13-CB) 13-C-CB 96.50 INV OUT: 90.62 8" HDPE (13-B-CB) INV IN: 89.06 15" RCP (14-CB) 13-CB 95.05 INV IN: 89.06 15" RCP (13-B-CB) INV OUT: 89.06 15" RCP (12-CB) INV IN: 89.74 15" RCP (15-CB) 14-CB 95.05 INV OUT: 89.74 15" RCP (13-CB) INV IN: 89.90 15" RCP (16-CB) 15-CB 95.05 INV OUT: 89.90 15" RCP (14-CB) INV IN: 90.81 15" RCP (17-CB) 16-CB 94.15 INV OUT: 90.81 15" RCP (15-CB) STRUCTURE NAME STRUCTURE RIM INVERTS 17-CB 94.15 INV OUT: 91.05 15" RCP (16-CB) INV IN: 85.39 30" RCP (19-CB) 18-CB 93.00 INV OUT: 85.39 30" RCP () INV IN: 85.46 30" RCP (20-AD) 19-CB 93.00 INV OUT: 85.46 30" RCP (18-CB) INV IN: 85.57 30" RCP (21-AD) 20-AD 91.25 INV OUT: 85.57 30" RCP (19-CB) INV IN: 92.78 15" RCP (21-CB) 20-CB 97.25 INV OUT: 92.78 15" RCP (25-AD) INV IN: 85.93 30" RCP () 21-AD 94.50 INV IN: 89.63 15" RCP (22-AD) INV OUT: 85.93 30" RCP (20-AD) 21-CB 97.25 INV OUT: 93.29 15" RCP (20-CB) INV IN: 90.48 15" RCP (23-AD) 22-AD 96.80 INV OUT: 90.47 15" RCP (21-AD) 23-A-AD 97.20 INV OUT: 91.63 12" HDPE (23-D-AD) INV IN: 91.01 15" RCP (23-D-AD) 23-AD 96.80 INV OUT: 91.01 15" RCP (22-AD) INV IN: 91.40 15" RCP (24-AD) 23-D-AD 97.35 INV IN: 91.40 12" HDPE (23-A-AD) INV OUT: 91.40 15" RCP (23-AD) INV IN: 92.19 15" RCP (25-AD) 24-AD 96.75 INV OUT: 92.20 15" RCP (23-D-AD) INV IN: 92.56 15" RCP (20-CB) 25-AD 96.75 INV OUT: 92.57 15" RCP (24-AD) 40-FES 80.21 INV IN: 78.50 18" RCP (41-RI) 41-RI 85.37 INV OUT: 80.83 18" RCP (40-FES) 42-FES 85.17 INV IN: 83.73 15" RCP (43-AD) 43-A-AD 87.50 INV OUT: 84.86 15" RCP (43-AD) INV IN: 84.53 15" RCP (44-CB) 43-AD 90.75 INV IN: 84.53 15" RCP (43-A-AD) INV OUT: 84.53 15" RCP (42-FES) INV IN: 86.32 15" RCP (45-CB) 44-CB 91.25 INV OUT: 86.32 15" RCP (43-AD) 45-CB 91.00 INV OUT: 87.90 15" RCP (44-CB) STRUCTURE NAME STRUCTURE RIM INVERTS Structure - (73) 0.00 PIPE TABLE START STRUCTURE END STRUCTURE START INVERT END INVERT SIZE LENGTH SLOPE MATERIAL 18-CB 85.39 85.20 30" 69 0.28% RCP 81.20 81.09 48" 108 0.10% 95.25 94.00 18" 97 1.28% RCP 02-RI 01-FES 90.50 90.22 18" 26 1.07% RCP 04-CB 03-FES 87.64 87.30 15" 57 0.60% RCP 05-CB 04-CB 89.34 88.84 15" 100 0.50% RCP 07-A-CB 04-CB 88.47 88.35 15" 24 0.50% RCP 10-CB 04-CB 90.00 88.91 15" 62 1.77% RCP 05-B-CB 05-A-MH 90.25 89.62 15" 63 1.00% RCP 06-CB 05-B-CB 90.50 90.25 15" 25 1.00% RCP 05-A-MH 05-CB 89.62 89.34 15" 73 0.38% RCP 08-CB 05-CB 89.95 89.71 15" 24 1.01 % RCP 11-CB 07-A-CB 88.62 88.47 15" 45 0.34% RCP 12-CB 11-CB 88.86 88.62 15" 24 1.00% RCP 13-CB 12-CB 89.06 88.86 15" 20 1.00% RCP 13-A-CB 13-B-CB 90.88 90.24 8" 64 1.00% HDPE 13-C-CB 13-B-CB 90.62 90.24 8" 69 0.55% HDPE 13-B-CB 13-CB 90.24 89.06 15" 114 1.03% RCP 14-CB 13-CB 89.74 89.06 15" 68 1.00% RCP 15-CB 14-CB 89.90 89.74 15" 16 1.00% RCP 16-CB 15-CB 90.81 89.90 15" 91 1.00% RCP 17-CB 16-CB 91.05 90.81 15" 24 1.00% RCP bra:9111 0111119:i9l00WNo■=1►19239:1910 0WMEW1bra 9111r101DAB:9111t■=101197101111 =1:iNW1III ME■I=1►101mmI ►y11o7,ME■►fir_rI=1:1U1I 19-CB 18-CB 85.46 85.39 30" 24 0.28% RCP 20-AD 19-CB 85.57 85.46 30" 38 0.28% RCP 21-AD 20-AD 85.93 85.57 30" 128 0.28% RCP 21-CB 20-CB 93.29 92.78 15" 50 1.00% RCP 21-AD 86.69 85.93 30" 270 0.28% RCP 22-AD 21-AD 90.47 89.63 15" 84 1.00% RCP 23-AD 22-AD 91.01 90.48 15" 54 0.99% RCP 23-D-AD 23-AD 91.40 91.01 15" 43 0.90% RCP 23-A-AD 23-D-AD 91.63 91.40 12" 31 0.75% HDPE 24-AD 23-D-AD 92.20 91.40 15" 77 1.04% RCP 25-AD 24-AD 92.57 92.19 15" 38 1.00% RCP 20-CB 25-AD 92.78 92.56 15" 24 0.95% RCP 41-RI 40-FES 80.83 78.50 18" 94 2.48% RCP 43-AD 42-FES 84.53 83.73 15" 55 1.45% RCP 43-A-AD 43-AD 84.86 84.53 15" 66 0.50% RCP 44-CB 43-AD 86.32 84.53 15" 179 1.00% RCP 45-CB 44-CB 87.90 86.32 15" 158 1.00% RCP GRADING LEGEND: SYMBOL DESCRIPTION DETAIL REFERENCE LIMITS OF DISTURBANCE N/A 200 PROPOSED MAJOR CONTOUR N/A PROPOSED MINOR CONTOUR N/A 200 EXISTING MAJOR CONTOUR N/A - EXISTING MINOR CONTOUR N/A PROPOSED STORM DRAINAGE #/C9.XX PROPOSED MANHOLE #/C9.XX PROPOSED CATCH BASIN #/C9.XX ® PROPOSED AREA DRAIN #/C9.XX RIPRAP DISSIPATOR #/C9.XX FLOW DIRECTION N/A 44.50 PROPOSED ELEVATION N/A TC 44.50 BC 44.00 TOP/BOTTOM OF CURB N/A TW 46.00 BW 44.00 TOP/BOTTOM OF WALL N/A NOTES: 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES. 2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Z tie OW M (/ Z L W W LU V w -j o 0 O U N U H Z z Z H � Z LU oar; J V Ce LU O r Z a� Lu J U � a N o _ > 01 rl LLB LU U N CO W 0 LU J z O ,� V a > V W LLl ,Q/ L.L a .^ C a Vw >_ q� o LL LL LL OU U) CA Ro ;v r _ 3E - a % K 'G I °t ��--.,....• i & _ �41LE �t,xti 0 0 U 0 NO. REVISION DATE 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 0 0 a LE 0 0 iv Q a JOB NUMBER 19-071 DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET 0 GRADING & STORM DRAINAGE PLAN WEST N M r-I In C501 H 0 a l F3 0 PIN 043 8 9774- a I �N NO�SURVFyFD �� 5 ESN CREW I CN/F \ ISAAC C YOUNG-- R��YFOS �TiONSy Fw \ \ DB 251, PG. 73 /i� / - / PIN 0433-39-6751- a r / / \ - \\ \ \ \ O0 h O� A /�/ �` / \ _ \\\ \ 1 N *01 30 op FIN rw 41 -\ FES: 51.01' lI //i�/ I -'/ - ` \ \ - \ - S \ \ \ M-E 1 / / � \� \\"� ��\\ �o \ \ \\ \ FK /� 1 / 1 \ \ - - - \-INalTN---Z8.50 - � 30�III � l� �i / \ \ \ � ///-80 WASH JT O E 0-�5 z / � �i'//\\ JI II)I / END NOT \ S / G`�/ / 'WET DETENTION POND-WDP- \\��` \ S\ S/ g� / ) / / / Q - 4 APPROX. SURFACE AREA FOUNP 4,400 SF If / Mi % �/� / cn CO f\\ / I lQal I \ TRAV-8-IR WCAP l/Jl(�//i' ///// //\ III �5 / \ / 43-A-A I 1 \ \\1\ / I \ I \ M+ re Me _ we ( // /// / / / / 1 l // 11 .r1' �- RIM ELEV *7.50 { / / N:438327.064' 5�' INV OUT / /\\ I I E:2033932.547' EV - 85.17 EL:88.18' CIO, CUMBERLAND CO&PgfY DB 292,7-PGA 149 - LOT,36B�'PB 120, PG. 137 // % III / I I+ I I - / / - X 1 ��----------PIN0433-'2n400-- I I r / s 4++IIII N + O \ Il. / a"Pvc s\ 300 V l / A x I III II I / \ IIIIII IIIII II Cb / . `111ss� \III \ I I \ \x \ s� III III I I �I + <\ + 1++ II II�IIII IIII IIII \ I I I.I. + IIIII 1 / I a + `'. `Y" / \� \ I 01 I IIII v 1 l- / IN rjJs N N I IIi11IIlllil °'�' --- + I \ \ 1 \ `� ( o v� I I IIII I + 00 III 1~Ii111 RIMI E EVI 51. 0 � IN �U+1= 1 .9 �II11 N/F (INV I / I1 I �o� i //�,� 4) CUMBERLAND COUNTY `✓ - - I DB 2927, PG. 149 I � \ o/ / / / ) x / / \ 00 •7 LOT 36A - PB 120, PG. 137 / / 8 \ \ PIN 0433-28-9994- 'o / + o ®v O 90 / / I / / / / \ I \ / \_/ x El 0.5 (� \ �� \Is 48" CMP CULVERT PIPE / \ / �3 _ 1 I5"RCP: UNDER N DRIVEWAY \ I 86.89j- ' X 18"RCP / \�- /� //- x �J // � �/ Q'Il PK Vo 84.26' c\ x X / /X X X, CN 1 NI I I+IIIIII I� �\ 41 #5 1\ II IIII III \X x\ + \ / / X / /X x_I %I IIII 1III111 --� \ / / ---// - // / i PS�M�N� II I I I I I I I l I I I I I Ji 1 /' - _ x x x X E / ( IIIII l((l l I / PCG�SS I 111 IllIll IIIII l + , ' - x x x x _ J \ \ X X / �� \ _ /x x X' / '32`� 52��-�� \ `IP \ � I I - 9 x \ 63'IS / X � � ' 1 11 111111 Ftj I � l 11 � _�o - --1 � � � \ - �//;�� -x X 1 a 1 I IIII 1 IIIII / x - x �x / :, \\ XI X/ /x J x x x X x I x x III \ xd MID (1+ \ x I X x -77 6E5og21 x x�/X max` X� X� 11 / rIIEONTO EXISTIN R \ \ \ 110 90 / 5 0 \ \ X x �i� x x X %� / / / 8" PVC SAN. EW. 9+� 18' P \ ' M CB / X X X X + ' I I I J DMH \ c/ X X X X #9 II � I X X x X X \ I l I I I I S \ 0 25 50 100 SITE °° X _ J - I X X x X I I 3\ / I \ _ NORTH X x X X X X I I I I \ SCALE. 1- 50IJ STRUCTURE TABLE STRUCTURE NAME STRUCTURE RIM INVERTS 40-FES 80.21 INV IN: 78.50 18" RCP (41-RI) 41-RI 85.37 INV OUT: 80.83 18" RCP (40-FES) 42-FES 85.17 INV IN: 83.73 15" RCP (43-AD) 43-AD 90.75 INV IN: 84.53 15" RCP (44-CB) INV IN: 84.53 15" RCP (43-A-AD) INV OUT: 84.53 15" RCP (42-FES) 44-CB 91.25 INV IN: 86.32 15" RCP (45-CB) INV OUT: 86.32 15" RCP (43-AD) 45-CB 91.00 INV OUT: 87.90 15" RCP (44-CB) PIPE TABLE START STRUCTURE END STRUCTURE START INVERT END INVERT SIZE LENGTH SLOPE MATERIAL 81.20 81.09 48" 108 0.10% 41-RI 40-FES 80.83 78.50 18" 94 2.48% RCP 43-AD 42-FES 84.53 83.73 15" 55 1.45% RCP 44-CB 43-AD 86.32 84.53 15" 179 1.00% RCP 45-CB 44-CB 87.90 86.32 15" 158 1.00% RCP GRADING LEGEND: SYMBOL DESCRIPTION 200 200 - M: 44.50 TIC 4.50 BC 44.00 TW 46.00 BW 44.00 NOTES: LIMITS OF DISTURBANCE PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED STORM DRAINAGE PROPOSED MANHOLE PROPOSED CATCH BASIN PROPOSED AREA DRAIN RIPRAP DISSIPATOR FLOW DIRECTION PROPOSED ELEVATION TOP/BOTTOM OF CURB TOP/BOTTOM OF WALL DETAIL REFERENCE N/A N/A N/A N/A N/A #/C9.XX #/C9.XX #/C9.XX #/C9.XX N/A N/A N/A N/A 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES. 2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES. ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Z tie OW M �= r/ z w W W LU V w J o 0 O U N U H Z z Z H � Z LU oar; J V Ce w 0 � O Z a� LU J U � a N o > LU LU w N m 0 O1 0 LU J z O ,� V a � <, \ V W L.I.. � :)L � .^ O L V >- q� o IL IL Lai OU 0 ItIIIIII CA Ro ;v r _ 3E - a a r d y f'�G I~ -..,....• ;tip i IS VjL LOW k� 0 0 0 U 0 NO. REVISION DATE 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 0 0 a LE 0 0 iv a a JOB NUMBER 19-071 DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET GRADING & STORM DRAINAGE PLAN EAST N M r-I Ln C502 E H 0 a / /-\\ I 3 \ / OUTLET PROTECTION / / \� APPRON L=6.0', W=4.5' I OND WDP 1 I \ \ A STONE, DIA=3", TH=9" IOAPPROX. I T SURFACE AREA = 2,200 SF � � 1 11 I - + + 91 I l + ,,-- �^ FLARED END SECTION OUTLET PROTECTION INTO WET DETENTION o �� 9 �\ - BC 90�0 POND `< i 0 . A STONE, DIA=3", TH=9" , 01 05 RIM ELEV = 9' \ \ INV IN = 89.71 i &S `�` + 952 ' 9 ' TC 91.50 97 INT = 89.34 1� , '�o / BC 91.00 - 1.00 I \ � Sti 92.50 Y I 1 \ I I 92 / 34- .-o IM ELEV = 93.89 \ �� BC 9 01 92.50 # { a / I IN = 89.62 B 2.0 g3 I / i INV T = 89.62 \ S \ ° f2 93.5fr- R TC 93.50 93.00 93.500 ° BC 93.00 93 C 93.5� G °.. #3 0600 5 MCP 10- _ ° 1 - RIM EL = 93.10 BC 93.25 93 75BC 93.00 BC 93.25 I 94 CURB I ET OVER { T INV OUP- / EXISTING S ORM PIPE I \ { X X ,x - X -X X X x -- RIME x BC 94�0 RIM ELEV 94.85 N INV IN = 88.86 II I - - - - BC 4.00 + C 9 .50 _ - -I NV -I I. 00 100 LF 15" RCP @ 0.501/ 94 - v - - SS LO LO c CD c -- CD U_ C) - TC94.50 �ILL --------------.. --� - _ BC 94.i I u 3-CB BC 95.00 \ 90 JL BC 95.00 16-CB BC 08-CB RIM ELEV 94.15 BC 93. I / I RIM ELEV = 95.05 14-CB BC 00 r - �' � � , �° f' INV IN = ELEV = 95.05 = 90.81 17-CB - III RIM EU = 93.40- / / ' ° ' . + T 95.50 IN = 89.06 INV IN = 89.74 INV OUT = RIM ELEV - 94.15 INV Oy 89.95 _ - _ _ / / B 95.00 1 OUT = 89.06 INV OUT = 89.74 I{,IV GI T _ 91 11 I I I I I /ice \� 0/ ��- I TC 95.50 .� 1 1 I 07-A-CB \� \ I BC 95.00 RIM ELEV = 94.00 / O / a w INV IN = 88.47 / / INV OUT = 88.47 \ ° :.... TC 96. 0 �'• I i I 94 BC 95.20 I 15-C BC 96. 0 I I I I o\ I RIM =LEV = 5.05 'S' O89.90 95 11-CB I o \ INV I = 06-CBI I I RIM ELEV = 94.85 N INV OUT = 8 .90 RIM EL V = 94.5 D 05-B-CB \ I INV IN = 88.62 I C 96.5 INV OUT = 90.50 I / RI ELEV = 94.50 / \ \ INV OUT = 88.62 / C� I BC 9 0 \ / \ OPEN THROAT I ARD INV IN = 9b. 5 \ , \ \+ \ 21-CrQ \ ��i\ / \ I \r \ \ \ Z;j �3 / INLET OVER EXISTING INV OUT -10.25 RIM ELEV = 95.50 �1 I I \ \ \ O\� 0 ° ww STORM PIPE 94 INV IN = 6.57 / \ \ \v \ INV IN C 96.50 \ I \ I / _ .ENV OUTS .� s C 96.00IN, 70 ------------- 4 d I I \ \ BC 96.50 \ -, ` BC .00 \+ \ \ ^ \ . \ A1. vaav Vola/ + zi 96 0 C 95.50 TC 95.50 ° d 4 / I i ACC 4 / \� ° I °� �, - v ° $ ° a �_ ^\ ° ° 1 BC 95.00 BC 95.00 ° % I d. ° / I I / Q ° °• ° . / . \ Q 96. u° V OUT = 0'6 ° \ - o RIM ELEV 96 7-0, 97 / d q a o I\ Ix INV IN=90.24 d° ° I \ INV IN=90.24 Aj / a FFE FFE INV OUT = 90.24 / d 96.50 v 96.50 4 . I \ \ \ , ° \ a a a1 I A � I d FFE 96.60 ° d d m FFE .7 Q �! IEI -7d Q d FFB FFE ► I I / I , \ ° r 97�P cn '�E .96 FFE a I \ TC 97.5� FF.96 97.96 �,� / { \ I C 97.00 ° d 97.00 \ a ° I - 97 + 97.83-' 13-A-CB ` I FFE RIM EL 9&70 / + 1 / / \ o / � I I 96.77 4 INV OU = 90.088�, --- II \ \ / ° °. . COco OUNDXTION DR CO ° \ RCHIT TURAL 97 33 0- -Ft I a I - ° a ` - a .tea 9 AWI ° °. a. a ° 4 FFE d r 6 ° 7.9 . 96.60 4 �. A ° a---- -- -- d ----- , Ill , III 4 - `� - I = � � I w\ ° � w d w _ w I � TIE FOUNDATION DRAIN TO 9S � > FFE 21-AD \ I IE' OUNDATION DRAIN TO 97.9, / I RIM ELEV 94.$0 \ STORM DRAIN NETWORK; � � > I V IN - 85.93 ° d 4 6" PVC F - SIORMDRAIN NETWORK; - \ TC 96.50 I - 8.00 - - " 6" PVC IN = 89.63 BC96.00 C96.00 i--------------------I i - °\\\ \ INVO -85.9 \ .� \ FFE i�I � � �� 97.96 �-� �6 _ I _ _ FFE 97.96� - - - --- - - - - - - - - - 1 96 c -�� ^.°. / / RIM ELE96.80 +6.33 97.' ° - V/ ,INV1N = 90.48\ - - - TIE FOUNDATION DRORK O 23-A- I -INV OUT - 90.47\ I a II � 0 6"PVC \ R LEV 0 ° , G L7 -v r� 1 + 97.96 I . + 7°961 a I� 97.96 FF,E -'I I % Do RIM ELEV = 96.80 / I I --- INV IN = 91.01 / \ / XENV �+.01 / I X 97 ° I x _31r X_X I I C ° 4 - + TC 97.50 97 97 23 -AD - BC �7. IM ELEV 97.35 \ d 25-AD INV IN = 91.40 I , 21-CB ° I d \ RIM ELEV 96.75 - - - INV IN = 91.40 RM INV OUT = 91.40 / EL V 97.25 i INV IN = 92.56 I { II VOU 93:2-9 TC 98450 98 24-AD -O- $ 96 � - \ BC 98 4 �11 RIM ELEV = 96.75 INV IN _CB , - \ � � I I I I , /� / �\ R1�ll ELEV = 97.25-1i�tV�T= 92.29 D P N L EST I / d TC 99.5 d 99 INV 92.78 78 \ { TO P 4.42'- I B .00 \ / / / aP \ _ _ / , T�ROAT IN I E : 93.82 / ow \ aP ° aw / I , I aP �K � op d - ,00 ° �` °� OUT S): 90_7 "RCP o { �P - I o� aP LLF / \ P / \ _.P / wP 1- } \ _ _ \ ROADWAY DITCH @ 1 % TO P o4P d EXISTING STRUCTURE I \-------- - 1 - = - - - ---- ---------------------------------- 1:1_ �5 CL4,SS4VVR -- -------------- / I �� - --- I 'z� ---------_96-001 \-_ -- - - - - - - - 1 - 15"RCP FES �'11 �� -am-no- - - - - - - - 50 wit am •�- _ _ _ _ -� � � � � � � � � � � � � � � � � 93.23'(S) III - ---------- lip - __--------- _�- =------- ----- - ------------------------ ____--- _------------------_---- ---- ---- ----------------- � W_ w - - - w - - - - - - - - `�- - - - w W - w � w w w - SITE NORTH SCALE.1 -20 GRADING LEGEND: SYMBOL DESCRIPTION LIMITS OF DISTURBANCE 200 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 200 EXISTING MAJOR CONTOUR - EXISTING MINOR CONTOUR PROPOSED STORM DRAINAGE PROPOSED MANHOLE PROPOSED CATCH BASIN ® PROPOSED AREA DRAIN RIPRAP DISSIPATOR FLOW DIRECTION 44.50 PROPOSED ELEVATION TC 44.50 BC 44.00 TOP/BOTTOM OF CURB TW 46.00 BW 44.00 TOP/BOTTOM OF WALL NOTES: 1. SEE SHEET C010 FOR GENERAL AND GRADING NOTES. 2. SEE THE C400 SHEETS FOR EROSION CONTROL MEASURES ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 IIIIJ a z tie OW H �= ( �IIII Z w ULU `^ �LJ W W LU V J o 0 N U � Z z Z � �■■� � z LU oar; J V Ce w 0 O Z a� W J U � m N o W V V z LU > 1` rl LLB LU _ U 'ElN c LU 0 0 LU J z O ,� V a > Q a-+ V Lu W r a .^ C a V w � o LL LL � OU 0 a, -4 ��%xxtitiFtllFJitJrfr C Aptf' r a 22 of Q 0 0 NO. REVISION DATE N 0 Q 1 ASI-001 06.22.21 O C T N a LE JOB NUMBER 0 19-071 o DATE ISSUED 06/18/2021 PROJECT STATUS 45 CONSTRUCTION DOCUMENTS a SHEET GRADING & N o STORM DRAINAGE o PLAN WEST ENLG. N ko C511 GRADING LEGEND: j D SYMBOL DESCRIPTION R 00 QA / /j / / / / /, / / / / j j / / / - - /j \ /i \ \ LIMITS OF DISTURBANCE N / / / / //, / / �/ / - f y \ /� \ \ 200 PROPOSED MAJOR CONTOUR N / \ \ \ \ PROPOSED MINOR CONTOUR N 200 EXISTING MAJOR CONTOUR N + /j/ / / / / / , , \ \ \ - - EXISTING MINOR CONTOUR N PROPOSED STORM DRAINAGE # \ ° �� / ice- // / j'/ �/ + S PROPOSED MANHOLE # X \ / ✓ // / / / /// / / // j/// ,/ / /�/ �nj \ \ / PROPOSED CATCH BASIN # GP / \ SS , ' / / ' /// ' / /* �/ / / / / / / \ \ \ " �I \ \ / / / I I i PROPOSED AREA DRAIN # �' \ / \ \ I RIPRAP DISSIPATOR # \ \ ° AN (TOF� BANK) / / / /�/ �/ / � ' / / �/ / //' / / / 1 ' `) \ / 4 �''/ / �'` ' / / � � FLOW DIRECTION N ��, 1 IM C `$ �0� 44.50 PROPOSED ELEVATION N y y i / / l \ \ 15,'`CLASSIB IP / / � /' / / / � / / -� /'/ � / TC 44.50 / ' / ' �� , / // BC 44.00 TOP/BOTTOM OF CURB N j // / / / ' \ ♦ ' 1 1 i /�/ / T� x TW 46.00 / I/V U,Y= �2.07 / / O � \ \ _ ' \ / BW 44.00 TOP/BOTTOM OF WALL N / X X TP T� �•I \\ \ DISTyRBED ETLAND / / / / S / / / / ' 92 �5 - _ x x x x x E-S 09 AC °� / / , / / / / ' 92.40 \ 92.48 92.20 / \ _ _ - EL- .1 \ NOTES: I X ° ° s.. / + \ \ 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES. 2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES. 91.00 \ ( ' ^ ♦ / OUNDATION DRAIN; SEE BC 92.TC 5 i RCHITECTURAL DRAWINGS + '� / / +/91.75 , °. , ° I TIE FOUNDAT(ON D \ IN TO / "- �• TORM DRAINAGE NE WORK; \ / M � sz.zo °� 4 - - = - - - 1 ` .� PVC C 92. 0,.a a 92;48 \ :45-CB 1... ° . 4-CB \ �e / - / BC 92.10 BC M /�7' .. M _ M TC 92.2 SS / / / / / / / // / / / 4 82.�0 � �6), X // x X N x x x x- / � 1 I I �� - N P-00 ^^ 92.50 I �'�N / 4 • B .00 4 ` 1 \ � 93.00 / 1 FFE / \\ 93.50 "FFE 93'/1 FFE \ 4 93.50 x FFE 1 \ \ \ \ 4 C / 93.711 FFE � \ \ \ ) 93.71 4 C93.00 \ 1\\\ �`O� p� I'FFE98-50, x 93.5\0 \ \ 4 B� 9.25 \ �/ 93.641 `\ \\ \ \ \ 4 \ C93.00 1 _. �_ _ v FFE ,FFE \ \ 4 / \ L - - - 93.9� 9350 \ \ \ i93.5 (APPROX.) \ M M � M \ \ \ \ \ \ M\ \ M M 92.00 1 11 \ 1 \ M :M<3�f . 0 a ❑N ON J 43-A-AD RIM ELEV = 87 INV OUT = 84.E co + 88.2 % / O 0 0 0 0 co co + 89.50 + 89.50 +JFL 88.75 + + 89.50 + 89.50 0 10 20 , 40 SCALE. 1 20 E SITE NORTH ETAI L EFERENCE /A /A /A /A /A /C9.XX /C9.XX /C9.XX /C9.XX /C9.XX /A /A /A /A ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tie OW M r/ Z w W W LV V w J o 0 N Z z Z � M � z LU oar; J V Ce w 0 O Z a� W J � a N o U > o� LV LV w N CO W 0 LU J z O ,� � V a > Q a-+ V W W � I� 0 •^ C a V w L o LL LL LL oU �ti4�liltIIjijeflo r '• 3E - • 1583d�. LE A �--.,....• old,, _ `r++�41t�xti 0 0 Q 0 U 0 NO. REVISION DATE 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 0 0 a LE 0 0 iv a JOB NUMBER 19-071 DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET m M GRADING & STORM DRAINAGE PLAN EAST ENLG. Ln C512 M r-I E H 0 a x I I I I I I I \I i / \I \ \ I I I\ \ \ / I I I I I \ I \ \� I INV 98.00 J I \ I I II II \ 96 CIP WALL/FNDN DRAINS TO DAYLIGHT AT GRADE, TYP. \ I I I I I I I I � � O O WETLAND AREA TO BE CLEARED , ONLY WITHOUT GRADING. FENCE POSTS TO BE DRIVEN (NOT DUG) INTO THE SOIL + + +1 + i + I + I + i+ + + + + GRADING LEGEND: SYMBOL DESCRIPTION R + \+ + + I + I + I + I + + + + + LIMITS OF DISTURBANCE N /+ 11 + + +I +i + + + + 200 PROPOSED MAJOR CONTOUR N PROPOSED MINOR CONTOUR N + +/ + / I+ + / + + , + + + + + 200 EXISTING MAJOR CONTOUR N + /+ + + + + — EXISTING MINOR CONTOUR N /� / / PROPOSED STORM DRAINAGE # + / + /+ + +/ + + + + + + ;i PROPOSED MANHOLE # + / +/ + / + + / + + + + + + ❑® PROPOSED CATCH BASIN # \ + + /� + // + /+ 1+ + + + + + ® PROPOSED AREA DRAIN # + �+ �+ /+ + \ + + + + + �` RIPRAP DISSIPATOR # +\ + / +/ + t� + + + + + / FLOW DIRECTION N + + + + / + + + + + + + + / / + 44.50 PROPOSED ELEVATION N / \ / T� TOP/BOTTOM OF CURB N BW 44.00 1 Ur/MU i i viw yr VVMLL iv + + + + + + + +� + + +\ + + + + + NOTES: 1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES. + + + + + + +\ \ + + + \+� + + + + + + 2. SEE THE C4.XX SHEETS FOR EROSION CONTROL MEASURES. + + + + + + + \+ + �+ \+ + + + + + + �+ + ��+ +� + + + / x \ + + + + �+ + + + + + + + + +� + 1 + + + �+ + + + / + +/ + /+ +/� + + + + /+ + /� + I/+ + + + + 4 + 4-\ + + + +/ + + + I + + + + \ \ / + + + + + + + + + + + + + f I + + + + I I + + + + / I i + + +/'+ I , + + +, + + + + I+ + I -7L \ i \ I + + I + � I f I + I � + + I I I � I I \ I \ I \ I \ I V l I II _ 1 I I 06-C B 0 5 10 20 SITE SCALE: 1" = 10' NORTH ETAI L EFERENCE /A /A /A /A /A /C9.XX /C9.XX /C9.XX /C9.XX / C9.XX /A /A /A /A ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a z tic OW M �= Z L W W LU V w J o 0 O U N U H Z z Z M Z z LU O '"' Z Va �Ce LU O U w Z a W � a Q LL N U _ > LLB LU w N CO W 0 0� 0 w J z O ,� � V a > Q V W w � � 0 .^ c a V w L o LL LL LL OU ��►� � 7� 4J q �/ ff r _ F 3E - t 'G I K`: �� •-..,....• � ;tip 0 0 Q U O NO. REVISION DATE 1 ADDENDUM #2 04.07.21 2 ADDENDUM #3 04.13.21 0 0 a LE 0 0 iv a JOB NUMBER 19-071 DATE ISSUED 03/12/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET u) GRADING & DRAINAGE PLAN - TR COMPLEX Ln C515 M r-I E F- 0 a / . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -� + /+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + V + + + + + + + + + + + + + + + + + + �� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + + + + + + + + ...'f / + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �,�'' / + + + + + + + + + +� -+- +- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + +Z" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 'I-- + + '�.. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +\,�\+ + + + + + + + +)+ + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + +/ + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + +/+ + + + ; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + X + + + + + + + + + + + + + + +.._.._.. + + + + + + + + +\ + + + + + + + _ _ +.._.._..-.._.._.. _ I/ + + + + + + + + + + + + + + + + + / CONCRETE RISER 9p / y, STRUCTURE WITH / / + + + + + + + + + + +) + + + + + + DRAWDOWN PIPE AT \ ' ELEV 90.5' + + + + + + + + + + + + \ +� + + + + + + + + + + + + + + + + + + + 9Q + + + + + + + + + + + + + + + + + + �� k •- 9Q + + + + + + + + + + + + + _A_/ + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + + + + -4 ;\90 + + + + + + + + + + + + + + + + + \``, + + + + + + + + + + + + + + 05-CB93.40 + + + + + + + + + + + + + + RIM ELEV = 89.71 i � TOP OF BERM - INVIN=89.71 .� L ° + + + + + + + + + + + + INV IN = 89.34 ELEV 94.0' °> INV OUT = 89.34 + + + + + + + + + + + + + x y `� OTTOM P D-ELE D D + + + + + + + + + + + + !� l l + + + + + + + + + + + + + +� `♦D D C . + + + + + + + + + + + + 4- + ! ``91- + + + +/ + + + + + + + + + + + + +' `• ` `° �. p D D ° 0. + + + + + + i/ ` ` + + + + + + `\ _ -F S i x ! `� I EL V $�8.89 SHEET + + +/ + + + /' I + 05-A-MH + + + + i 97 ``\ I INb FOREB Y WALL - \ + + + +,:' BRIM ELEV = 93.89 + + + + + �� TOP ELEV 90.0' / I `''INV IN = 89.62 IN- = 89.62 + + + + + + + + + + \ eee ... D e'.:e o ..........: - - - - - - - - - - - _ eeee a / ~ - 060o x p P @1�� 10-CB -RIM ELEV = 10 INV�?UT_.� 9O.00 _ lowTP TP x p D X X X X X ----- ., X x = x - - X X X X X X X - X X „ D `.... __ .... 0 5 10 20 SITE iT SCALE: 1 " = 10' NORTH TOP OF BERM ELEV. 94.00 3:1 RIP -RAP LINED EMERGENCY SPILLWAY ELEV. 92.50 EXIST. GRADE --- FILTER DIAPHRAM SEE DETAIL 4 THIS SHEET OUTLET RISER DRAWDOWN PIPE DETAIL MAINTENANCE ACCESS BERM TRASH RACK WITH ACCESS HATCH CENTERED OVER RISER STEPS 4' X 4' I.D. RISER STRUCTURE 10, � STRUCTURE RIM ELEV. 92.25 'I 3:1 INV89' 00 KEYWAY TRENCH SEE//\\��\��\��\��\��\��\��\\��\\��\\��\\��\\��\��\�� DETAIL 4 T H I ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\ice\< �,j----- ��//�� ANTI -FLOTATION DEVICE 8'x8'x2'. \\�\\�� FILL BOTTOM 24" W/ CONCRETE BOTTOM ELEV. 83.00 SEE DETAIL THIS PAGE WATER QUALITY ELEV: 92.0 3:1 VEGETATED SHELF _PERMANENT POOL ELEV: 90.50� _ >\\ 4" DIAMETER PVC WITH 1.0" INV. 87.30 HOLE DRILLED IN BOTTOM 2 1 AND TOP CAP SEE DETAIL FOREBAY WALL : THIS SHEET ELEV. 90.00 6" SEDIMENT STORAGE BOTTOM EL: 84.50 FOREBAY BOTTOM ELEV. 84.50 WET DETENTION POND CROSS SECTION A -A NTS SECTION NVU bUNEW I YF'E rLUCi " PVC TEE TOP ELEV. 91.50 PERM POOL ELEV. 90.50 4" PVC CAP WITH 1.0" HOLE DRILLED INTO CAP - SEE STORMWATER DETAILS THIS SHEET NTS 10:1 3:1-, \-24'x9'x22" NCDOT CLASS 'I' 2:1 RIP RAP OVER KEYED -IN GEOTEXTILE FABRIC ' BOTTOM IS TO BE CLAY LINED SUCH THAT THE INFILTRATION RATE IS NO MORE 0.01 IN/HR. CLAY LINER SHALL BE 4" THICK MINIMUM AND EXTEND TO 1-FT ABOVE NORMAL POOL ELEVATION. CONTRACTOR SHALL SUBMIT A SOILS REPORT DOCUMENTING THE SEASONAL HIGH WATER TABLE ELEVATION PRIOR TO CONSTRUCTION OF THE POND. 10' WIDE BERM NOTES: 1. EXISTING MATERIAL IN KEYWAY TRENCH TO BE REMOVED AND REPLACED WITH SELECT MATERIAL USED FOR CONSTRUCTION OF DAM EMBANKMENT, 2. KEYWAY TRENCH SHOULD BE LONGITUDINALLY CONTINUOUS THROUGHOUT DAM FILL SECTION. 3. W = 5' MIN, D = 3' MIN SLOPE 1:1 MAX KEYWAY I TRENCH p w KEYWAY TRENCH DETAIL EMBANKMENT ET .-I. GRADE SLOPE 1:1 MAX NTS Ilk 5.50' Ilk 0 LO v WRAPPED IN MIRAFI 140N NON -WOVEN FILTER FABRIC FILTER DIAPHRAGM DETAIL NTS APPROX.TRENCH WIDTH 24" RCP OUTLET PI ID PVC FROM TRAM - TIE TO JNCTION BOX 1.75' 'E MII O� O \ ,AFI 140N FILTER FABRIC - ERLAP PER NUFACTURE STNDS. NOTES: 1. SEE SHEET C010 FOR GENERAL, SITE, GRADING AND PLANTING NOTES. 2. REFER TO SHEET L511 AND L512 FOR SCM PLANTING PLAN AND SCHEDULE. ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com r713 STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Ztie OW M �= r/ z w W W LU V w J o 0 O U N U H Z z Z � M Z z J O~ Z w Va O U w Z a W � a Q LL N J V U LLB LU w / N CO W 0 O1 0 w j z O ,� V a � Q V W w r � a .^ c a V w L o LL LL LL OU txyytil�lalrr��f� GA Q i 1SB34 14. 1 - X`f IJJr�#4;,t U 0 0 0 Q NO. REVISION DATE 0 0 a a a LE JOB NUMBER 0 19-071 o DATE ISSUED 06/18/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET SCM PLAN WEST \ / \ __7Z �` \ S SS \/ TP X S , / 90 :: RIM ELEV = 86.85 - /VOUT=79.00 IZ CO / / / 0 BOTT9M-0 / , x PO ELE CO / I I i i - 1 / SHEETPILE _ / WIM LEV - 85. FGP-Et:EV 85. ' N IN \ 85 87 / i 90� TOP OF BERM ELEV. 90.00 10, RIP -RAP LINED EMERGENCY SPILLWAY ELEV. 88.00 3:1 EXIST. GRADE FILTER DIAPHRAM SEE DETAIL 4 THIS SHEET �i.�i.�i.�i.�ivv.�ivv.�i.�i INV. 79.00��i/��i/�� 4" PVC FILTER DIAPHRAGMi,�>l;�ii��\\i/\\%\\%\\ DISCHARGE TO RUN PARALLEL KEYWAY TRENCH SEE TO OUTLET PIPEAND DISCHARGE DETAIL 4 THIS SHEET WITH FES-40 AT INV. ELEV. 78.50' T �x------x x------ x - MAINTENANCE ACCESS BERM TRASH RACK WITH ACCESS HATCH CENTERED OVER RISER STEPS 4' X 4' I.D. RISER STRUCTURE STRUCTURE RIM ELEV. 86.85 3:1 3:1 - - - - - - - - - - - - - - - - 1�7_�WATER QUALITY ELEV: 86.85 - - - 3:1 VEGETATED SHELF INV. 83.73 /i -PERMANENT POOL ELEV: 85.50 - /j�/jam/jam/jam 4" DIAMETER PVC WITH 1.0" HOLE DRILLED IN BOTTOM AND TOP CAP SEE DETAIL FOREBAY WALL THIS SHEET ELEV. 85.00 6" SEDIMENT STORAGE BOTTOM EL: 78.50 FOREBAY BOTTOM ELEV. 78.50/i� ANTI -FLOTATION DEVICE 8'x8'x2'. FILL BOTTOM 24" W/ CONCRETE BOTTOM ELEV. 77.00 SEE DETAIL THIS PAGE WET DETENTION POND CROSS SECTION A -A NTS SECTION 10' WIDE BERM NOTES: 1. EXISTING MATERIAL IN KEYWAY TRENCH TO BE REMOVED AND REPLACED WITH SELECT MATERIAL USED FOR CONSTRUCTION OF DAM EMBANKMENT. 2. KEYWAY TRENCH SHOULD BE LONGITUDINALLY CONTINUOUS THROUGHOUT DAM FILL SECTION, 3. W = 5' MIN, D = 3' MIN KEYWAY I TRENCH U SLOPE 1:1 MAX KEYWAY TRENCH DETAIL EMBANKMENT EXISTING E SLOPE 1:1 MAX NTS \-24'x9'x22" NCDOT CLASS T RIP RAP OVER KEYED -IN 2:1 GEOTEXTILE FABRIC BOTTOM IS TO BE CLAY LINED SUCH THAT THE INFILTRATION RATE IS NO MORE 0.01 IN/HR. CLAY LINER SHALL BE 4" THICK MINIMUM AND EXTEND TO 1-FT ABOVE NORMAL POOL ELEVATION. CONTRACTOR SHALL SUBMIT A SOILS REPORT DOCUMENTING THE SEASONAL HIGH WATER TABLE ELEVATION PRIOR TO CONSTRUCTION OF THE POND. / / A SS\ - 80 \ \ / NOTES: \ \ 1. SEE SHEET C010 FOR GENERAL, SITE, GRADING AND PLANTING NOTES. FES-40 INV. OUT = 78.50 _SS 2. REFER TO SHEET L511 AND L512 FOR SCM PLANTING PLAN AND SCHEDULE. \ SS SS S - / SS AW CONCRETE RISE \ 01 STRUCTURE WIT DRAWDOWN PIPE AT � ELEV 85.5' \ TOP OF BERM - / \ ELEV 90.0' / X 1 / 44 r � I / x / / / I + 43-A-AD RIM ELEV = 87.50 INV OUT = 84.86 W" �� OUTLET RISER DRAWDOWN PIPE DETAIL 0 v ®R ®R " PVC SCREVV I YPE PLUG " PVC TEE TOP ELEV. 86.50 PERM POOL ELEV. 85.50 4" PVC CAP WITH 1.0" HOLE DRILLED INTO CAP - SEE STORMWATER DETAILS THIS SHEET NTS Ilk 5.50' Ilk WRAPPED IN MIRAFI 140N NON -WOVEN FILTER FABRIC FILTER DIAPHRAGM DETAIL NTS APPROX.TRENCH WIDTH 24" RCP OUTLET PI ID PVC FROM TRAM - TIE TO JNCTION BOX I 0 5 „ -10 20 SITE SCALE. 1 - 10, NORTH 1.75' �E Q� O Q O O O O O Q MII O� MP ;AFI 140N FILTER FABRIC - ERLAP PER NUFACTURE STNDS. ARCHITECTURE 1100 Dresser Court Raleigh, NC 27609 Office 919.828.2301 Email office@hh-arch.com 1 ✓� STEWART 223 S. WEST STREET, SUITE 1100 RALEIGH, NC 27603 T 919.380.8750 www.stewartinc.com FIRM LICENSE #: C-1051 PROJECT #: L19032 J a Z tie LU Z W DC W V w J o 0 O U N U H Z z Z �--� Z z J O '■■' ZCe I� Va�w � O U r w Z a Lu � a Q LL N J V U z w > o' LLB LU w c N CO x 0 w J z O ,� V a > Q V W w r ll:)� a .^ c a V LU 22 o LL LL LL OU txyytil�lalrr��f� Q i 15834 14. 1 - Q r +'f` 13 1 N rrllJ,+r� o, Q 0 U I#4;,t O NO. REVISION DATE 0 a a 2 RFI #012 07.14.21 0 a iv Q a LE JOB NUMBER 0 19-071 o DATE ISSUED 06/18/2021 PROJECT STATUS CONSTRUCTION DOCUMENTS SHEET SCM PLAN EAST