Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SW3200202_Plansheet C3.00-04 - Grading/Drainage Plan_20220216
VICINITY MAP NTS PARCEL DEED OWNER 1 07120006A 3807-111 RUTH MANUS TRUSTEE 2 07120006B 437-417 CHARLES MAX SASSER & SHEILA SASSER 3 07120015 611-259 LARRY W. HELMS & PATRICIA A. HELMS 4 07120010 372-926 GEORGE NEAL MEDLIN & KATHY M. MEDLIN 5 07123213 5271-844 ANNISTON GROVE SUBDIVISION NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS SITE LEGEND - - PROPERTY LINE - - - RIGHT-OF-WAY LINE - - - - LOT LINE EASEMENT LINE CENTERLINE FEMA FLOODWAY FLOODZONE "AE" FLOODZONE "X" GRADING LEGEND FLARED END SECTION fA U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX �-► DRAINAGE FLOW ARROW r.. LINE BREAK SYMBOL 250.50 250.00 TOP & BOTTOM CURB ELEVATIONS �TW=223.00 TOP OF WALL ELEVATION BW=213.00 BOTTOM OF WALL ELEVATION (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) + 250.60 SPOT ELEVATION STORM DRAINAGE STORM SERVICE LINE TP TP TP TREE PROTECTION FENCE LD LD LIMITS OF DISTURBANCE WOODED AREA 250 MAJOR CONTOUR 252 MINOR CONTOUR ----- 250----- EXISTING MAJOR CONTOUR ------- 252------ EXISTING MINOR CONTOUR — — EASEMENT LINE Ilw what's below. Call before you dig. CONTRACTOR SHALL NOTIFY "NC81111 (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. ■ �,����;:/\ I?% `-maces-� '�• = . mom �w AM �•' , Osi� v` . � II •'��;� `ter � � �i�/ �,� �` � � 1 ��\`� � 'Ike' !I ,• �i�'/ ,\�f ��-' �o' '�v���, \ ' • �r , ��i _ III I • : � �� � : � �=� - � � \ 1 ■ s- Ali.` .\ � • • � �'�� ��,;v. 01 OVA - _ - ----,ail"ei" � Y ���+ �l � � � : • �� �% s�-'�•% \ � � INlit �R� � 1� .�•4,, sue° �r�'�� ems" ��:� � i �,� �; �_�r��'' ►%".'� .ice' `\ 1��V \� ;` Sit IJ� I �-mail:■' ►_:,f9G��'•�.:4 a.1���-(�� .�/'�,° � � � �� ® �:. NOMA IIki' 11 Lil - -I g /` i � I 1 • �/r Ali ,.,J��i / C / ♦ ,' \ '`` 1 I � �y � �♦,<� 1 � �', ---44444- _ � � �NZ ��� ������, 1 � � ■■■ � 7/! � - --sue .1� - A�vv 11 1 11 I __-- / I ARKWAY HERITAGE SUBDIVISION PHASE 6 POWER RIGHT OF WAY II 1' II II III III Il�ii�(`/l (D�L22, PG115) I =1 I HERITAGE PHASESUBDIVISION I HERITAGE SUBDIVISION I I PHASE 8 °44-44 1 r� '44--44�q 444 \ -a 4 4 4 4 4 J 44444 444- 4° 4° 4 444\ 1 J -4 4 °44 444 FLOOD ZONE AE 4 4 4 I --4 --4 - -4 / 4 -4° 444 444 44< 4 4 4 4 4 I / d 4-°4 4444444°44 -4 44 -44444 444444 4 444444444444 44-44444444444444-44-44441 4 4444Q444-44-44 4 4444 4444444444444444 4 II I II ■__ 1 I II I I IiI r- 4 11 1 �- ' �44 44 44444444444444444 4 ,---J----'- 44 44 4444444444444g�° 9- 4 -- 1 -♦---_ 444 444° 44L4444 44� 9-d4 44 I �--�- 44 44444 044 444f1'4� 4 �14a444444 -I 4 a 444 \° 4 4a44-"44444° I / I � 444°4"44"44444444 I � ----- 4° \44 4°°4°°44444444°°" ,� 4 I \ � `°Q� 4�(444444444°444 44 ' ■I� I l �4° 4 444 444 444 4 444 -4 I ■� ,, 4 4 4 4 444p4 4 4°"4444 4 44 4 4` I _I 11 I 4 . \4 <M4 44 4°° 4 4 Q'� 44°�tk4 ®4 : 4 444 "444° 4 4 4 4 4 4 444 44 I 1! 4 4�44444444° 44 4, Q� dd 1 f3E ��1?�(' ° ALL\`A+-° 444 Qa4-4 °-4 4444444 444 L I ,I, 4 W/S _a><'ETY •�1ANDRAIL 4 4 4° 4 444 444 4 4° 4 444 44`----- �4P 4 4 \ (DE �1 Y OTHER ) 44-"444 4- 444 444 -4 44444 41 l /7 4 4 4 6 " �4 \\ t 14 `� 44444 -44444444°444°444,` I II 4 d� b 4 4 4 44 44 4 4 d c 11 _4 QA% 4 \ 4 4 d °�4 4 44444 44°4 44 44444-4 44 ! I�------ .14 11 44 4 " 44 444 "444 444 -4 �4 444 4° ° 4�4 4° 444 4 4° 4 4° °� °"`°444 "4444.44 �44 �QQ�44744 a ° 4 444 �4 I I M I I lJ \ °41 I I 1 l II IIIIIjI I°�4 4 4 4 4 1J4 4 ° 4°� 7\ I II jJll((I�(1��1�1° "° 4, 4 i I \ 4 44 44 \\ \ �`\•�,�\ I11 I a4�44444 4��Q 4 { I j 1\� I 4 4 �b /� 44 Ig44altl a444a\�\\ 4 \\\ I \ 4"ffi'4 Q 44C° 44 �1 \ 1 \ I I DUKE POWER HIGH 14-444T4 44444 41\4 -4 4 4e4 4 1 I I I� VOLTAGE TRANSMISSION 4��° �1 �I LINE TOWER 4 44444P� II I' 1 �•-� / / ' r < 1 44 4"'14'�Q1 4 ° 4- 41A 4°dr4° Ip- 44 ° 4 I I II I I 4d4" ° I�----- � \\ 4 4 4 4 4° 414 1 ° 4a1° ° a4`4°4° R41 d� T ° 4(i 4-4 444"/444 44 vV I 4 1- Z�111 I I 4' I I I Ik`° 4-4, �4\ 4 120' GREENWAY, SMT.). TYP.)4"/ YPr�1 110' GREENWAI 4 44 44a4a4 4 (r\\ 1 4 44?914d444444 d "4444PRINCE,'1MI\ L\\, CREEK--a44°4-444�4�_j\ SURFACE WATER4\4 444- IAREA=45,790 SF 444OR 1.05 AC I$ \. ' 4 4 _ Q 44°4444C 44 4� 4i / / / ° 4° ° 4 I HERITAGE SUBDIVISION 0 4 44 / 014�° 44 4 -4 1 , PHASE 7 1444 I 1 \ 444 r / °-4444 ° 4 44 ado°-4 ' 11� \ C�4 I / i"a 4 4 -4 4 - �� 44°-4° I FLOOD ZONE X 444 4- 14 ° -4 4444444-44< -44 1,°44444 4P 14 444-44°" ° -4 a 4 �4�4 4 4 0 GREEN "4_G." 4(aT� 144-4 4° ¢�4g/J 4 \ �1 1 4° 44 �j %f °4 4 4 4� EMA FLOODPLAII �jT16 cS4Q 4 4 ETAINING WALL C" 4 ° Q-t 44� SAF BY�AS N RIL DAVIS MINE CREEK ✓/ _ // �%� ,11 SURFACE WATER TOP OF BANK / GRAPHIC SCALE AREA=56,993 SF 0 50 100 200 SEE VICINITY MAP FOR INFORMATION OR1.31AC 30' VEGETATED BUFFER SEE SHEET C3.05 FOR STORM DRAINAGE REGARDING ADJACENT PROPERTIES (MEASURED OFF OF i1 J J ALONG THE SOUTHWEST PROPERTY LINE PIPE AND STRUCTURE TABLES TOP OF BANK) 1 inch = 100 ft. 1 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 L W E R LAND PARTNERS Z J W p �U W J W Q Q p 00 (V Z W a 1 z LU J J V�Wwc0 � LLJVl a J U Q = w > z O � w o z 0 z J LL 0 LLImc z 0 1N 11111IIII. �.�`� (N < CARD .......••,•, r THE JOHN R. c� McADAMS z = -COMPANY, INC.: C-0293 ''IIu 11 ut,�� W% 1 1 1 1 1 1 /,. 0 6289 C, R• VAN 111111111�� ��3I11 REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-OAG1 CHECKED BY VIVID DRAWN BY AJB SCALE 1"=100' DATE 01. 17. 2020 SHEET OVERALL GRADING AND STORM DRAINAGE PLAN C Soo NORTH EAST WEST SOUTH SHEET KEY N.T.S. SITE LEGEND SIGNAGE YARD LIGHTS LIGHT POLE POWER POLE ACC ACCESSIBLE PARKING STALL VAN VAN ACCESSIBLE PARKING STALL XX PARKING SPACE COUNT ACCESSIBLE RAMPS TYPE AQ TYPE © TYPE PHASE LINE - - PROPERTY LINE - - - RIGHT-OF-WAY LINE - - - LOT LINE - - - EASEMENT LINE CENTERLINE FEMA FLOODWAY FLOODZONE "AE" FLOODZONE "X" GRADING LEGEND FLARED END SECTION f0 U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX �-► DRAINAGE FLOW ARROW N LINE BREAK SYMBOL 250.50 250.00 TOP & BOTTOM CURB ELEVATIONS \TW=223.00 TOP OF WALL ELEVATION BW=213.00 BOTTOM OF WALL ELEVATION (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) + 250.60 SPOT ELEVATION STORM DRAINAGE STORM SERVICE LINE TP TP TP TREE PROTECTION FENCE LID LID LIMITS OF DISTURBANCE WOODED AREA MAJOR CONTOUR 250 252 MINOR CONTOUR -----250----- EXISTING MAJOR CONTOUR ----- 252------ EXISTING MINOR CONTOUR - - EASEMENT LINE iw what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. F 6'�� M_OORE FARM ROAD ,00 ► % 62� I I \ \ i Jl \\ 1 c\���� 6�6// / /,\ -/- (56PUBLICR/M / \ \ \ / r/ / - 15' PRIVATE C�O0RM ` �\ / _ 7 J PROPERTY / J / / / - _ DRAINAGE EAcSEMENT VEL�CITY\DISSI ATOR (I I \ 1 \ 1 / J _ ` i , / / L�ESTNP.)' I / // ` / J ' ^ ^ - / (TYP.) RC-40 �r NCPOT CLASS �' RIP 1 I \1 12 X 6'w X2" THICK ---CLEANWAT�FS 96 DIVERSION SWALE / �°�✓ ' STORM 6,L6 15RIVATE TD-1 1 / DRAINAGE EASEMENT- TEMPORARY DIVERSION( I /I J /( I 1� I II1 I / I < /\ / �II / i/``/ 1 ', / /^ / ///J/ \ (l -\I (' 1 \_✓)/ J h /( I \ (T/YP,) DRAINAGE AREA: 2.44 AC D-I-35s J // /I LEFSIDE SLOPE: 3:1(H:V) SLOPE:RIGHT SIDE 3/(H:V) (IV // BOTTOM WIDTH: 1=358 DEPTH: 1.0' MIN. STfM'PC%// T/�/)// TEMPORARY (LINER-EONET C-12 , '• •� / /1 / DRA NAGS EASEMENT1 \ �� .636 - \ 6 .96 CLEA14\WATER- ' DIVERSION SWALE 634 , , i \o� / 636-/- / (TYP.) 630 632 634 6� �- - - - - - - - - - - - - _ _ �..\, '\\ \ \ I \ \ ^ \\ \ \ PA =6 .60 \ 10 \ \\ - - - J PAD-6�29i5 _ a \ `\ U+ PAD `63;85 \ \ \ \ \ \ ` •: \ \ \ \ \ s� \ \ \ I I \ 138) -632 45 n 33 l � I 1 4 I 135 � I II I PAD=634.05 \ \� \ � \ � '.► ,�� \ � \ � \ 6•. \ / � �',��� �\ 1 1 ` b \ � ( \ \ \ \ I \ I \ RkD=637.15 PAD=638.I PAD=635 5 \�55 \ \ I \ II II \ ( \ \ • '� \ s. • � 2� ii � 6,y \ \ I \ I I\ �� / ' d \ • I ° 1 s 632 j 1 I ✓ ^ \J\ `ryi SANITARY \ - - - - - - - 2 SEWER (TYP. PLU A �� / / / W _ y y \ \ I \ \ \ I ( X LQ EVERGR 213\ 6j5 /Iw LU (54' PUB�ADs22s`� - 1 /j 626 J \ \ \ \ \ C8�6= - - RCP __ W ° s 'L •b s r l 15 / 15' PRIVATE STORM \ \ / - -" - ✓' �' C z J I ti •" •` \ • '• \ s ' •� -_Sc'_-.'' / -' DRAINAGE EASEMENT \ / \ PA 6F3.45/ / ` _ �I - J r v \ ( ( - \ s ( �o. \ p. •�� / --' ,,_ \ (TYP.) \ / \ 1 1 ` _ • �/ s' / J r 632 \ I 1 \ \ \ 630 / \ 1 \\\ I \ l I ( \ yl \ - s26 \_,. bt 50i _- ____ - - - PADO6 \\ 1 \ . �' _ - U \ � 132 PAD=635.70 \ a • p ` \ \ ` 1 \ \ \ ) \\ `` - / (� i ( I A PAD \ / ✓ � \ \ I �'��%r _ � ►/ \1 w a 1`, III I I \ \ \ I 1 \ 209 \ -- - - - �, ( PAD=626.21 1 � I I (JI \ I 1 � \ I I 1 ►. .. U-4 I �; J II I( l\ �) i1\ \I I II I I1� II //�' \� I I 1\ \ 131 I 1 I ( . ` • � • y _Q \ � IIII / II \ I( I i %\ \ \\ \ \ 1 1 1 , 207 1 \ \ \ PAD0�/ RY s sEw�R T) \ \ • 1' ;. •4 \ \ ��,� �,► •\ \ ' .b -/ , � � .. J • � ' �, �. ' _. \ 1 IIII / % PADD� I " � 1 1 I I ` 2 0 6 PAD=628.05 U II I / I 15' RIVATE O`TORM w_� I I I I I II \ 2b5 PAD-Oo 1 I \ ' \ ^ \ `\ �� • •�: ` / \ \ \ 1 �. I - Q$NAGE EA EMENT (TYP.) I cu i 1 204 ` I \ \ , . , / ► - - - / R 4 / ► `\ \ 1 �- I LJJ 0 / O PAD=629.90 ( PAD=630.70 I \ ^ I I 1 \ \ \ ►�•' ► sJ �' y - ` _ 1 m I PAp=63 80 I I \ 1 b j ► \ 5 \ \/ 6(f20I�E-�f�TI/ I \ I I 1 \ \ 1 / \\ ►• \ \ , 4 •✓iL / �a� • / ✓ �� �1 \\�\ JiLIN jftp.) / \ 1 c' 0 4 I j j I I i I �I ( I ' I �� \ \ ` 1 F �`-/ %•` - Fil \` \ \1 yls I•`• z�1 ( / \ \ 1>•;. v\� `• ` 9 ,, 192 �� PAD=622.65 1 1(j I s I .. I �, • \ ,� �_ 4 s \� •, / •/ L J L 1■ PA 633.90 \ I Q I \ \ \ I `\ I •/ \ \ - -- - - - ✓ �� 4 ( \ / / cc `L 4-7 ��-'' 1 III\ �/\ I III \ 1 II 1 �� �'• \ \ .', j.► : '• = _ -_,: - ,l / \ l\ 1 \ PAD=623.45 / \ \ � • \ 8.. WAT Rf�AIN •• �•• 1' � `��^ /' \ ( II I \ I `' I ••` -343 (TYP.) . , 22� \ \30' •• (•► I• \ e - \ / \ \ \ \ O 62- 7 \ 6 1 \ I / I l� \ I \ ( Iti \ 3 6 �� ✓ , \ \\ PAD-624.25 \\ \ SANITA Y SEER � \ � ,\' ` MA ITA T`FP.195 \ 1 PAD=632.85 ( 1 0 1 0 ( ( ) 3.2 5 -_- ► • \ \ 1 _� '�J�I \ I I I \ I V / I\ / I I s 6 . \ -- -- ✓ 1 b �^ \\ \\ \ PAD=625.00 \ \ 1 \ IIII 1 \ � \� - - - - - - - - � \ •dam -I• - 1 \ / \ 1 \ \ � , , 1 PAD=626.00 I• 'A' I '� •, / y / \ \ \ \\\ 1111 1 I I \\ \ \ I\ N I • `' ' e / 6� / \ I \ 1' \ • - ` 1 ' / \ \ \ PAD-626.90 1 I I \ STEM WA TY \ \ \ PAD=631.50( I \ \ \\ \ I\ 1 I \ I 1 j PA� S TJ / ( (� > \ \ \ J / •.III \ \ \ \ I \ \ \.' 1 / I�I\ \\I \\PA16 y�a PAD.=-,628_00- T \,2 'co, _10� �D=6�0.70\ \ MP ARY DIVER l \ 6 STAREWPADA31.49 DRAIN .66 AC\ AN (TYP.)) \ I\�� LE HT SIDESSLOP 33:1((H V\ \ 622 \ 1 �`\ \ \'• \ rn C) ( \ \ \ \ I I \ \ 1 \\ \\ \1` \ \ ( ) \ \ -628 \ I % I I I 1 \ \ 1 \ I[ fEPTW: 1WIDTH: 1' \ \ ( J \ PAD=630.10 � I \ "� 1 \ / \ LINER- 125 R0�1 C 1IL ( 5' PRIVATE STORM \ \ 1 ' _ 15' P I A�E STORM 620 DRAINAGE EASEMENT _ _ CB-215 I / \ -1 \ s79 \ ► \ L DRAB IE �ASEMENT \ \ \\ 1 \ \ \ ✓ (ol 1 5Y RCP % I \ \ - \ � -\ - DI-314' 16 DI-3o9 •628 8" WAM I�N 626 usTE 4 DI-310 \\ 111 PAD=6 E&,-O / \ 620""" 20I __ 5„ RCP -----�---- _ 1 - - - - \` \ \ \ \ / 1 8 \\ `M=624.20\ \ \ 1 \ I \ \ / \ - - - -_ - - - - ----_ - ---620 \ \ 1 \ 1 \ \ \ \ I \ I I `° \ -� .- \ 1 1 \ \ \ PAD=624.30 \ l 1 \\ 1 E�mm�� i J I�MI� yMMMM�� Z MT 1I 1 iiMImMMMM 1 Mi\ immm mmmm mmmm M \ \ M \� iL MATCH LINE - SEE SHEET C3.04 GRAPHIC SCALE SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so PIPE AND STRUCTURE TABLES finch -40ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J W p �U 2 aw J - LU W - 1 Q 0 00 (V - Q z W a z LU J J VAWw Cr LLJVl a J U Q = w > z 0 � w o z 0 z LL O LLImc z 0 CARO ', 1 r THE JOHN R. •: o f McADAMS z = ? COMPANY, INC.. �o C-0293 ��: %. � .� \``\\\\\ IIII 1,1 C i '.7 , L 3 289 '�.,11 R. VAN \ �,1II1II\,\ 4'Z3'yl REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-G1 CHECKED BY MVD DRAWN BY AJB SCALE 1"=40' DATE 01. 17. 2020 SHEET GRADING AND STORM DRAINAGE PLAN NORTH C 801 NORTH EAST WEST SOUTH SHEET KEY N.T.S. SITE LEGEND SIGNAGE YARD LIGHTS LIGHT POLE POWER POLE ACC ACCESSIBLE PARKING STALL VAN VAN ACCESSIBLE PARKING STALL XX PARKING SPACE COUNT ACCESSIBLE RAMPS TYPE AQ TYPE © TYPE PHASE LINE - - PROPERTY LINE - - - RIGHT-OF-WAY LINE - - - - LOT LINE - - EASEMENT LINE CENTERLINE FEMA FLOODWAY FLOODZONE "AE" FLOODZONE "X" GRADING LEGEND FLARED END SECTION f0 U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX �-► DRAINAGE FLOW ARROW N LINE BREAK SYMBOL 250.50 250.00 TOP & BOTTOM CURB ELEVATIONS \TW=223.00 TOP OF WALL ELEVATION BW=213.00 BOTTOM OF WALL ELEVATION (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) + 250.60 SPOT ELEVATION STORM DRAINAGE STORM SERVICE LINE TP TP TP TREE PROTECTION FENCE LID LID LIMITS OF DISTURBANCE WOODED AREA 250 MAJOR CONTOUR 252 MINOR CONTOUR -----250----- EXISTING MAJOR CONTOUR ----- 252------ EXISTING MINOR CONTOUR - - EASEMENT LINE iw what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. I \ 1 I I`I11111� I I II III\IIIIII\ \ 1 II I\ I I Q ° oo '°^ p� \ �/ \ \ \ \ \ \ ° ° `'� ° Q • 1�►E\TO\ E SANG 2 "1\( LA �\\\\ / \� M i \\ \ \ �� J, ✓ Q ° yg0 6• c Q ° .\\\ \ ,kG\Ak XIM\ S,P4![r�1\\\ Y \\\ \ 1 01 o / s? . ✓ �'- so �` \ 60 LF 11' CMP CULVERT` �• I I I 1 / / ' o� \ �f /Q INV IN=586.23 / / / / / - - o \ \ J INV OUT=584.85 // �- 602 \ rno� n\-�/ )i-\ Ir 1 / PAD-622.15 FPE.:-:597r70- CB-' 01' .` \ \ 10' REEN (� WA ESMT. (TYP.) '-PRrVATE STORM sob`�� PRAINAGE EPIZ, �/• �j _ / CB-500 _ \ \ \\ \ PAD=6Z]..40 � i \ � .. (2) 60 CORRUGATED PIPE ARCH RISE 8„ SPAN NV IN590.23 1. • /•' e ✓ // I \ \✓ - _ \ / - i��' \\\\ \\\ \\\\ \ 9 / INV OUT=588.85 46 0 PA - 20.45 \\ \ \\\\\\ \ \\\ \ �� , Q \FPE=59Y`Q R// ZONE AE:\FLOQDI�LAIN�b9� U / CB 45 I - /v ANNUAL C AN E LO q \ \ 1 SANITARY SEW€ - ,\ /// \ \ - \ ARD CMDI1r0I �-- / �• MANHOLE (TYP.) I I \\ \\ \\\ \1\ \\ \ `LU LU �_ �, (� \_\ , - I III ► I II \\\�1 '�. C 344 L U i "1 PAD=619.60 _ �4 \ !1 i LLI 1 \ �� \ \ / . `. (/ , _ FPE=597.30 i \ I �I I I 1 \ \\\ I I° \ - \9S 4 Vd PC, , 8" SANITARY/ \ f I ( III I 1 l ► o/) ((s9 \Q ( F� ,\ A \ 4 ..,.. J• , SEWER = .)\, � \ �I\ \ I I I I\�\I 111 I I, \ ► I I {� I %` �\ 9\ \ \ Q LU zi f \�Q�h47 U C� „ Fz \ ) PAJp=618.75) \ \ \\\ 1 1 A rLDc \ 7 \ ( FRE=597.1 V A STORM QRAIN GE \ I I \ / \ •/ : 4 �/ �A ` \� \s EASEMENT (TIYP.) �, -I \ \\\ \ \ (or •�f �, \ Q144 o I \ \\ \ \ 1 \ /2 I _ / /pAE= �s.D=617.95 \ �/ \\\\ \ \ 1 / C \ -I >;Ps90� 1 / �� TW=BW �\ / 6-WPTERMP�N ' \ \\\\\\ 96.13 \ Y )� CB-331 _• / \ �yl \, I / \ \ \ \ I I \ \\ \ l \ 1 1 \ \\✓0 I \�k1 1�911 3 ��=si 1/P6p r((11 \ ( 4 1 \PAD=621.81 1 \\ \ ✓ \ ,�' • . ►,� ` ' \ I I / / / / I / II i� (I I \ \ Q 94.834\Q B-328 /S I� rI I I� \ Q Q ° `� ' � .- I �\ / I � )� • C\�\ \ �/ I //�I///I II/ \ � \ \°164 � 61 �� \ FPE=59 1 5 1 I (�� \ I `\ °\4", °\-4°° 1\ 1 � PAD=617.60 / (. ,\ ► • I / / AK 1 \ 1\\ � \ /� / \ •• • 15 RG ) � h� � I I l 1 � \\\\ \\\ \\\ \ \ f�Aa G LL "A" W/ \ \ V \\ \)\\\ \\ \\� \ \ Q �1 S ET�HA L C \ \1DRNAGE EAS\` 6 1 / (I • :l ,• •• `` l - l ► \.• \ \\ \\ \\ \\ \1 1 \ \ \\�\\\\\ \\�- �\\�\� \\ \o \ a �\\� \ \ V�(D�IGNEDI vERS) 6 615.60 ;15' RIVATE� ORM Q l TW-BNw MENT 89 TY \\ \1 \; ANARY SEWE(i I DI-3\ 6 �� \ \ MAN �IOLE (TYP.)\ N �, 1 5' s�ORM U WAG � \\ �\\\\\\� �\\ �Q �✓ - \ 1 SEMI NT (TY ` \ \ \ \\\� � \ \\\\�s9\ Q � \ \\ 00 `RAD=615.85( ..,. \ L52) STEM WALL (ITP.) ass, \ \ �' .(•► \ `• \ PAD=614 5 FPE=596 ,o \ 1 \ C40, CB 011_1\ \ 1 \ ) \ 1 \ \\\ D�-365 \ PAD=615.po I / / / 0 1 1 I �. 1 I I I / (III \ \ P.2".55 \ \ I\ \ I \ \ 1 P=61 / (l \ I I \ P\ A pCB-320 I ���1 \ % / PA65 r/ \ \ I \ % \ 1 185 \ \ / \\ \\I o / Q`v 15(' RC �/ FFj1==595.90 I ) % I i / PAj=623.35 \ \ `\ `n' ``15"/R'2 6„ RGP �B-31 / / BONE 6c F Ob PL I ,IJ I Q \ \ 1 \ O V " \ / �P '� .. I ) NU/AL dH NIC F)i/ I /\\ \ 1 Q 1 \ \ 1 \ 1 s b l v \ 'HA/7ARD/COV I1 ONP // (o t �1, 1\ `\ `I \ � \ � .5 Na 6}�G � �a" JB 32N • , ,, I l \\ /1 o I I � � 1 \ \ \ X 5 D RJJ� \ l5`e1 c. •�. 4 , I / \ / / / / / I (\ I �11 \ 1 \\I \ Z� �1 Q Q MATCH LINE -SEE SHEET C3.03 GRAPHIC SCALE SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so PIPE AND STRUCTURE TABLES finch =40ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J W p �U 2 - aw J - LU W - Q 1 Q ILL 0 (V Ina rl a- Z W a z LU J J VAWwc� Cr LLJVl a J U Q = w > z O � w o z 0 z J LL 0 LLI z 0 CARD ''�. r THE JOHN R. •: McADAMS z = ? COMPANY, INC..-' C-0293 N�: �i ••'• ••• �� #oil list 6 89 = ,c-/,R. VAN REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-G1 CHECKED BY MVD DRAWN BY AJB SCALE 1"=40' DATE 01. 17. 2020 SHEET GRADING AND STORM DRAINAGE PLAN EAST C so2 NORTH EAST WEST SOUTH SHEET KEY N.T.S. SITE LEGEND SIGNAGE YARD LIGHTS LIGHT POLE POWER POLE ACC ACCESSIBLE PARKING STALL VAN VAN ACCESSIBLE PARKING STALL XX PARKING SPACE COUNT ACCESSIBLE RAMPS TYPE AQ TYPE © TYPE PHASE LINE - - PROPERTY LINE - - - RIGHT-OF-WAY LINE - - - - LOT LINE - - EASEMENT LINE CENTERLINE FEMA FLOODWAY 4 v Q v v FLOODZONE "AE" FLOODZONE "X" GRADING LEGEND FLARED END SECTION f0 U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX �-► DRAINAGE FLOW ARROW N LINE BREAK SYMBOL 250.50 250.00 TOP & BOTTOM CURB ELEVATIONS \TW=223.00 TOP OF WALL ELEVATION BW=213.00 BOTTOM OF WALL ELEVATION (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) + 250.60 SPOT ELEVATION STORM DRAINAGE STORM SERVICE LINE TP TP TP TREE PROTECTION FENCE LID LID LIMITS OF DISTURBANCE WOODED AREA 250 MAJOR CONTOUR 252 MINOR CONTOUR -----250----- EXISTING MAJOR CONTOUR ----- 252------ EXISTING MINOR CONTOUR - - EASEMENT LINE iw what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. MATCH LINE - SEE SHEET C3.02 \ - _ B-31 �,-� \\\ �� • . ' :►�' . 154 i` _; \•' ► X \ \ \ \ 1 1 •" /• / F PDE=595.70 S M WALL T 1 4 .X '•' \ / • : I / , i / // \\\ \I j 1 \ \\ \I \\\\ \\\l\ \ 4\\4 4 4 1� 4� 1 \ co \ . •' / \\\\ \� \ I RAD 6I3.25 ' ' ,` • `\ \\ � / I /� i • I I ., • b �- � 6\ \ / / ) 0 1 1 \ ) \ I 111� \ \ 4\ 4 4 4 1 4 < \ � � \\ r \\\ \` / /` I i % � ' ►• ' I,• I I s ; ./ /'�J / `\ I / I ) 1 \ 1 1 11 \ ( � 41 � 4 Q 1 � �' \ \\\ I I - ' / '� /' • k \ I \ • , / PFPE=595.40 VANITA Y , �\ / J I / // / /) J I /I f //� \ 1 4 1 Q Q I Q /SEr(T�•) I / % / I I I I R Q\Q / - � J� \\ / � / /) % / I I i I � I ; � 4 I\Q � 4 Q4-11 Q CB-39 8 - PRIVATE STORM Q Q \� / Df�AINAGE) EASEMEN / x / I I \ \ \ \ 1,5 8 ) //\ a2 ,�cP - ( ) \ / 1 ` (\ 1 11// \) \ \ Q 4\ 4 4 1 4 1 \\ \ \ \ \ PAD=621.10 \\\ \\`\ / JJ i PAD 612.36` r . /' J 2$2 \ \ DI 607 I I I 1 1� 14 I4 4 1 �16` \ C\\ / a••FPE=595 010\)II\I(\I \ P0 \ \ \ 1 4 I R__ J QIPA4.25 \ \\ \ / l I ( / ( / / 1�„ / I \ / Q 4- \ I ( J / 1 4 �I A) C. . / PAD=611.40 I I ( \ T ' DI 313 I I I t PAD-6 .3 / I I FP 5 4 / N \DI- 12 \ I / 1 I B 05 I �\ - / / \ � / / / I / \ ��d � 4 � 14 STOR DRAIN GE \I \p 1'•' I I L4I 84 ES€M (TYP PAD-609.FJ 0s /(415 \T 6'$0.50 S NIT4RY �WER\JNH?LE (TP %Q- 4 � ' �\ 20' GREENWAY ESMT. (TYP.) 1/ / 614 _ \^ / �I \\ ( -B- 4 ` I G \ = 10' GREENWAY (TYP.) rr) 1 612 -, i \ I �W/ P. r'1 o is cn I T 4 U 1 � - r PCC EASEMENTX(TYP.) ----- - DI_ 602 -8' \ \ I \ � "Jr / I \\ .�/ � 1 /w rn �//`rNQ Q/4 Q - o- - - �� �- �1 - = I- J _ / - - --- _ 1 DI-' 603 I / Q V 4 w � 608. 24 RCP _ i \\ c / Lu _ __1---------- N LIMIT _ _ _---------- I 1 ` ,_6a3�\ \ \\ I I aWQ 4 4 �4 4 - 24' RCP ___---- �' I ,\ \ \ ` \ 2 \ \\ \\- 1 s22\4 20' STAR 1 AI A E , \ 608 ► • \ \ • \ \ \ \ / 1 1 I 4 I V 4 Q 4 \4 Q DI-601 ^ o IE66EFu1ENT _ J� \ \ I) ` \6 \ \\ F E 694 4 o 1 r 4 w - ___--------- 1 \ �i 1 \ _ t • \ ., \os \ \ \ �) 1 Q/ 9J w \\� �G/ ��`6>\II 1 �� / _ J \ I 1\ (f J \ \I \ ` `).. \ , , \ )1 �1 \\ \ I 1 4 4TW===9 4 4 4 4 4 4 = 2.5 4 Q 14 � W - \ EW-60 NCDOTVELOCCLASS DISSIPA RI , / I / i % I 1 \ I / / I ( I 4 / 4 z� L�4 6'Lx6'wx22"H , 1\\10 \ \ \ II \\ i \ I I \4Q I 1 0 - 13" / / -� 1 0 7 AJ\-608.10 ✓ : • • \ \ I I I �4 4 Q 1 \ \ �`8, ,\ PAD=609.15 \ rn \ 4\ •\ \ RP =5 41101 1 4 4 4 U /y� \ ) / I \ \ I I / PAD=609.s10 \ \ 1 " \ \ \ \ I \ 1 ( 4 4 I I.- 1 10 l �D=609:�s \ \ I \ \ 8\SANITAI�I \ CB i4 � \/ \ 1 I \111)\ \ Q \ PAD=608.70 \ `\ \ 1 r / i I \ SEWER (GYP.) \ \ 1 \ \� I \ \ \ \ \ /I GCB-110 15 R P \\\ \ LI, 4 4 Q 4 4 4 4 4 4 \ \ \ i �/ \ I \ 11 `.a• I \ ) _�� \ � \ 1 I \\ 11 4 _S i /(<1 \ \ -/�1� JI /- 6 / I� ' •'1.•:d�� \ Q ( \ II \lo\\ 1\\ \Il�4 4 4 444Qol 4 �1\ \• I /I / ^ .. ► _•(. (� �- .► J/ 60a l • --- -- ( I \ \ \ 1 \�\\ 1 \ \ \ 1 4 RINI WALL 4 Q 4 4 t o"RCP ) ° I A 1 l\\\ \1\\ \\ AT �44 4 44 I \( \ / J1•'` / CB14n5) 1 \ \ \ p6 - \\ 14 41 44 44 444 cB-li 02 \ s [� V _ - - 30" 'RCP ` E 4� �I \ o� ` \ \\ / / _ \ \ wiRAL 4 4 T 613 --� - � \\ \ \ \ \ \ \\ I 4 T�NH�LL 4� W'dQ 4 4 4 4 4 4 4 (< \ ' U R��� \ \ \ ` v " P / \ \ I ) \\ \ \\ \\\ \ i \ �(SID �1 OTHERS) Q Q 4 Q Q 4 Q Q 4 \ \ /✓/ (5 8 _ _ - .- I� / ` c 10 ► \ \ \ \ 4 4 4 4 Q 4 4 \ d / / _ • : • y / \ \a ✓ _ •t eB-106 I I I\ ( \ I / OAE � 0\�� I\\\ \\ \ \ 14 4 Q 4 Q 4 4 4 4 Q a 1 •' � -�- °l : \ 1 l a •' " I ^ ` / � / � 8" AT\ER Pr, 1 ) • �- \ � 1'6.. \' •\'• t �` � 1 ' � � .�•/ /(�) � \ 1 - Q�4Q 4Q 4Q 44\ > •. d o ' / /I I \� hr 8" WA�ERMAIN / / �; I ( _ L� - P / 6 I I �J j \ \ •.\,, • � • � I \ II I I / � II TYP.) l � � � ____ 1 6, k \ o � / _ � � 1 \ � �` 1 \ \ \I \\ I 4 Q � 4�� Q 4 Q Q 4 I \\ 1 ( \ \ 92 6 4 Q 4/ 1 Do- 1 FPE=593. 0 I-7 , r ,l ,` . 6 1081 / \ o \\ \ \ + 4 1 0 1\ 1 1b 4 _607- / I 1 \ \ ( 1 C4 2 1 \'PAD=s�o i PFPE=593 80 I \ \ �E S� \ 1 I 1 \ \ \ \ I \ �/ 4 4 4 1- 3 L FPE 94 20 L FPE-594.1�0\ - \`- 1 CB ��g d \' \ / \ \ \4 sB PAD09�00 \ �� - - - - - 20' P�IVA 4 T \ I� "• _� p Q PA =fig 20 r� E= 94.% \ \ I DRAINAGE A�E \PAB 607 40 I �FPE7594.6 \ \ \ I 1 \ FPE94�70 �% \ 1z0' P VA It -h, \ \ - \ 1 I / \ l G I l I I 1 9 1' \ \ \ - j / �Dk41N\i3E EA�E \ - DI-114 I _ _ `�--X- =60 .75\ \ 1 1 \ 4 < FPE=59 .20\ ( \ 5 I 1 \ �60 B" �� I o -� `-_ �r \ - � ^ / / ' • " 1► ., • / 1 _ - \\ `� �\ �\ \ 4 1 V 52 \-� \ \•/ \�'\ _ _ -- __ ----- \ \ 1 1 `�° ONE AE: FL ODPLAIN,\ V. \Q NNUAL CHANCE FLOOD 0 \ \ < I AZARD CONDNONS \ ANhT!\RY`y�) \ ` 1 �� 60� �SEW(T1�P rANT&ZQVER h RET A \ - - - T - Wes_ EAS€M€NT 'OP E EMII \ l ^RAD=6.25'\ ` •,' •�• 8" SANITARY \ \ v E�IT Y �95.1 \ ^� \ �\ _ - \ \ FPEx-5�p93.80 4 V RFTAIIINi� WALL \ SEWER (TYP.) I\ ` \ EAS1MENT _TYR) AINI G�ALa-E1iVV/ - - \ _ \ _ l_ \ -_�. -�� \ _ - I I \ \ \ A ET, E RAIL F���11 Q Q Q - \ \ ` \ - = 1�c 608� rj� 4 41 ^ 4 4 4 4 /4 4 4 4 \� \ - _ \ \- _ `_ ' Z64 \ \ r \ / .dAD=61 &tl / '6� // / 1 _ 0 iS E1+ Y ESMT. (TYP.) ,-4 4 \ ZOI�A 0 DPLAIN11% 4 4 4 \ 602 \ FPf=593!00 / \ I AK) b 4 Q 4 Q HAzZ rCf�lDrn6itS� 4 4 4 4 4 4 ��Q Tw�B � 630 96 \ � \ \ \ � ' • � / / /�� � / � __r _ _ _� _ _ � � _ 4 _i:�� � TW=BW �= � � Q Q_ 4 QJ 4 Q/ BW 9�2 \ \ C i 7 - /ii 4� _�L� `593.50- 4 �4 ss 4 -®- Q 4 jQ� d �W Z� - _ _ _ �6a _ - 4 Q ��� �� - �4 v Q Q f rr,,��tteALQ'D4q/ �W- \ \ \ \'\ / a4 4-SS �- -4� 4 4 _4 4 4(DOG'BYER� 5„94.1 - \ \ \ _ , • - _T _` 4 j4 / �4 4 414 4 4 ^ 4 4 ^ z"�°'Y 1 Q 4 Q 4 Q_/Q �1- s \( s� 4 \\ _ // /// TAININU�WAL� "C' V�L� sd ��� -d- _ 4 ;5�ECZYI LERs Q^/� =�() QQ_�1ss4 BW=S 4 94 \� =� 6? _ _ ���`2, / / Q/ Q Q Q Q Q Q Q - �-Q 4/4 4 4 Q 4 Q Q5 4`�- �_ 4 4 ` ���4-_ \_-\_ ,� 4/ a�Q a 4- 4_4-_4_4 _4- 4 4 Q 4Q� Q4��44 �9�aQ -4�\\ _ / �Q 4QC C�Q 4Q -�Q �Q�� 4 ITARY4 E E�XI IT �4 4 Q�)� V 4-=_ Q/ s� Q 4 Q Q4/Q Q 1989 G 5 � S-� -�- , -Q �4 c1 4--� -,q Q,4, 4 �Q 4 �,Q/`�1. 4 4 4 4 ,� /4 -4- -4 4 �_ (DB 34T9, GRAPHIC SCALE SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so PIPE AND STRUCTURE TABLES finch =40ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 KOL.'ER LAND PARTNERS Z J w p �U 2 - aw J - Lu W O) - Q 1 Q ILL 0 0 00 (V Ina rl Z W a z M LU J J VAWwco � LLJVl a J u Q = w > z 0 � w o z C) z LL 0 LLI z 0 ♦♦ . ••••......••••�/ y r THE JOHN R. c� McADAMS z = rr,' ? COMPANY, INC. f �o C-0293 SAS - I = 36289 RI 1�A"\ �' REVISIONS IZ3IZ1 NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-G1 CHECKED BY MVD DRAWN BY AJB SCALE 1"=40' DATE 01. 17. 2020 SHEET GRADING AND STORM DRAINAGE PLAN SOUTH C so3 NORTH EAST WEST SOUTH SHEET KEY N.T.S. SITE LEGEND SIGNAGE YARD LIGHTS LIGHT POLE POWER POLE ACC ACCESSIBLE PARKING STALL VAN VAN ACCESSIBLE PARKING STALL XX PARKING SPACE COUNT ACCESSIBLE RAMPS TYPE AQ TYPE © TYPE PHASE LINE - - PROPERTY LINE - - - RIGHT-OF-WAY LINE - - - - LOT LINE - - EASEMENT LINE CENTERLINE FEMA FLOODWAY 4 v Q v v FLOODZONE "AE" FLOODZONE "X" GRADING LEGEND FLARED END SECTION f0 U ENDWALL SECTION CATCH BASIN DROP INLET ■ STORM SERVICE INLET • STORM SERVICE ROOF -DRAIN O JUNCTION BOX �-► DRAINAGE FLOW ARROW N LINE BREAK SYMBOL 250.50 250.00 TOP & BOTTOM CURB ELEVATIONS \TW=223.00 TOP OF WALL ELEVATION BW=213.00 BOTTOM OF WALL ELEVATION (NOTE: BOTTOM OF WALL IS GROUND ELEVATION NOT WALL FOUNDATION) + 250.60 SPOT ELEVATION STORM DRAINAGE STORM SERVICE LINE TP TP TP TREE PROTECTION FENCE LID LID LIMITS OF DISTURBANCE WOODED AREA 250 MAJOR CONTOUR 252 MINOR CONTOUR -----250----- EXISTING MAJOR CONTOUR ----- 252------ EXISTING MINOR CONTOUR - - EASEMENT LINE iw what's below. Cal I before you dig. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. MATCH LINE - SEE SHEET C3.01 r 6ti6 �/ Imo/ I \\ I� \ i \ I ` r` I \c,�\\ \ �1\ \_ ��o \ I ,\ \` 11 \` 18 \\� \ \ \ \\\1 \ \ I I 1 J \ I ✓ �AD=624.10 y / I1N \ \\ \� r, 6. ^� �I I 15 PRIV TE STORM I \I i/ 1 \\\\ \ \\ \\ DRIAINAG \ \ \ \ \ - \ b. AS�MEN (TYP.) 1 I \ \ \ \\ 1 \ 180 \ PAD 623.30 17 \� \PAD 6 2.5 ( \ \ \ 1 \ • ` r I \ I PAD=626.95 \ / \ I I 1P21.�,-(O I 1\ \ \ CID / I 1 1 I / PAD=621.401 \ \ \ _ 1 \ \ ' • , • 1 0I w 174 i 175 i 17 6 I 1 7 I I I PAD�I> / i PAD=621.00 I .� ..` �,; •� . \ PAD=622.60 PAD=§32.60 PAD=621.80 / / STEM IWAL (�fYP.� I ` \ \ `. 11 \ , k• ►•' \ b 8" WATERMAIN / ) 1 1 \ ) •� \ J/ (TYP.) / I I I I I \ "I' • ' 1 I \ \•.-.- s? 124 c / i / J �� 1 \ i�� .� ' 1\L / I I \ PAD=625.40 U - • / ► I • 4� I ► , N 6 • �' u V o '' _ T / • / • _ //pv1�UC Ln / b• Jc-308 \ r \ \ C/qy-37� \I 11�2p `', br \•.1 \ N \ \ (1 f ` SANITARY S WEh� - -6� �q 8" SANITARY 1 I ' / MANHOLE (TYP.) / 6 / SEWER (TYP.163 O/ - 62 / ✓' b `' ' •' ~ I I \ ' 1 (� 1 \ .� \ PA�624.20 I I - PAD=624.10I• ( 1 \ \ 1 15' PRIVATE STORM ( / L / I , b. ' 6' • , ► I j I i f i• ( \ C \ ) \ \ \ I 1 1 64 DRAINAGE EASEMENT (TYP.) i • \ / / •','� • / I✓ I \ I I \ I \ I I ) \ 1 / 1 �5 \ PAD=624.20 \ \ ----, I CB-213 - ✓' I ' . 6?? I / I ► . - / II \ I \ \ \ I / DI-214 15" RCP / / 1 ✓ I I \ / \ \ \ \ 1 66 1 ` PAD=623.60 (\ I\ I I - - -- � 15" RCP ( / � �/ I -_// i / / 1 I �' /I \ \ I \ \ \ I \ 1 \ i \ ( / / - I / I J \ \ 1 \\ 1 PAD=623.00 / I I I P67'1AD� I / / 11 I I I PA D=� 1'.60 \\ I ) \ \ \ \ \ PAD=622. 1 I / 17 0 I li PA - 9 40 I / /I \ \ \ �\ \ \ \ \ \ II \ I 173 I \ A72 I � 171 9` I ( � \ \ \ \ \ \ I I I \ \ I - I -� PAD=620.90 I II I II \ \ I 11 \ \ \ \ \ \ � DI- 2 PAD=622.90 i I !PAD �622.5 1 I I / ,PAD=62 JO/ I Q 1 > \ I I LU b \ \ �\ 1 I /\ \ 121 `• `\ ► I I ILU ; \ 'n \ 15' SIT RM AINAGE s ( I\ \ \ \ o \ ; (TYP. I fits PAD=620.75 ` N I // I I / EA I� TI I _ r- L_ _ �_ __�•--,-�" _ 614 T \ \ _ \ •� \ \ \ \� / CB 210 n� I 622/ I \ I % \ \ _� - --� L- i8 r _f ___ _ 612 / �1 \ W PRafl��RTY \ l - ✓ t - - - /- - -- -- - ----�---- � _ - 610 I \ I \ W \ \ LINE (TYPO \ \ `' \ / I ' ( r-- ---10 r - - - 608 �----------------- W z \ \\ /620 SANITARY U \ \ \ ) I \ I STEM WALL (T1IP \ I SEWER (TYP.) • I ) ( 616 \ \ \ 'i � - - - -� - - - / I 593 EW-3 EW-1i /R AI L\T �N LI �VI I \ EryT T ) / ( / ,� - - I- -- _ _ - I I c) Q \ PAD=619.35 - -- I N N A \`3 OR 6 - , - 1 AGE p F SL I 1 / ( Il I / I I% �� / / /� i \ \ \ VELOCITY, DISSIT RIP \ \ \ \ I / / I � � `NCDOT CLASS 'I' RIPRAP / 32"t X 12'W X 22" THICK / - _ - ► • �B-2o7 l \ I \ I I 1 �, \./ / I / / I I \ I \ \ D50 = 13" `� \��\\�\\ \ � l'\ - .�'',' • •' � e�6\ -� � j \� />" ) \ I I / �/ / I// // Ill I" /\ \� ( \ l� \\ \\/� \\ � �60 ��-rJ I �/ / / 8" WAT�RIo4�41N \ -� I I ( I / ( l VELOCITY DtSSIPAT�R1 \ I s '\ NCDOT G�ASS 'I' IPhAe \ \ \ \ \ II \ \ \ s \ \ \ - -� / I s ( 1 I 161 X 6'W X-22` THICK \ \ \ \ I B 1 �I- - �r \ ,/�� \ I / / ; / r )/ ( l D59 = 13'r \ TO i9 �/A G 4TR L-- \� \\il\ \I _ _1 1�9 \ SANITARY � \ \ \ \ I , I\ -� 6 PAD=b1� 00 \ J \ CB 08 C MANHOLE! TYP. 1 1 1 / rn/ 1 I I ^ I I / / /� /1 \ \ \ \\ \ \ \ \ \ \ \ \ \FPE=598.06, �/ - ) / i I PAD 614.10 I I ) 1 1 1 / (EEC SHEETS�RMET)%4ERAbqG)�� rno \ \ \ 1 \ VELOCITY DISSIPATOR 5 \ _NCDOT CLASS W RIPRA / I I/ \\\ \ \ \ 1 ✓ \ \ \ \ \ ` '•►. / r \ I 1// \\ \ I ( 5s3 92 \ \ l\ \ \ 15'L R-�5'WX 22"-mic I I \ \ ,\\� \, I \✓ \\ \ ` ^ \ \ - \ J n >/ \ - / \ �1 ( / /l I I / ( I _ \ \ _ _ sss 94 -� 1 \ \ l \ \ \ _ 50 = 6" / / s14 \ \ \ \ \ fioo \ \ \ I I \� I - \�\ \ I) I I I `\� I \ - \ ' \ _� ' ` / \ \ \ ► • 614 \ •'` • '6 / ro / _ �060201 DI 9 20 I %1�T S ORM \ \ \ \ 2 R lNAG AIN-4E AE SEM�N�`j�1CP) •6 • ► " R I , I -\ - MENT (TY CB-201� c6-2o3I I I \ • / I 1 1 / / \\ \ - - �\ �1 \PAD=615.70 �a, TE=595.90 \ \ \ \ T - --�� sad \ \ \ ! �67o y / ° i$ R / / ( I I I ) I I 11 0l Ipb' \ \ \ \ \ " \ / / �_ - - 601- - //1l/l IN,5996 0 J / J/ / II \ `{� 598.30 ,p AD=614130 �/\ ^ \ \� I •' • /o \ \ 1 I I 1 / -- ------------- \ \ - /FPE�59�6.10\ 115 / \ /// / \ \ FPE=59s���� 4\ 4A � Q\ \ 4 4 � ^/ Q E� � � I I \ \ \ \ \ - r- \ �qD-612 20 I Q Q -_ NE A L PL N„ 7 �1 \\ \ I FPE�9fi.50 PAD=611.65 I I Q Q / �NU CH NCE F�OD Q Q Q �FRE 5�6.20� (r / Q/ 4 HA A C DIT1pNS Q Q 4 Q Q Q l� J Q 44Q�QQVQQ 4QQ Q QQ1 -\ - 2�-I�A �I �� J Q a a Q Q 4 a \ `. \ `_�/ / UR INAG�'EASEME ( - I- / / / / / Q Q a /� / a Q Q / \ Q Q Q Q Q 4 4` \,� j Aso 1 1-204 \ .. +- \ / /Q a Q Q '�1 44 ���..i��/�\ 4 � � ' I ��� \ � 61 / � 9/ /1 ''� /� Q l55�1- \ /r (� TW-668. ~ �-�� \ ' i / / / / E ' ESNII TYP. vo` v/ l "� \ - �1 �� �4 S s 4 4 \� `l\\1` \ / I 4B 59�\s�. _ r/ // ,(4Q)� Q� ^/4,�Q4�Q4SS 4ZO E FL4ADW Y V a/=5�6.83 \�- Q 4 / �1 AE41 6 � l� v �X1 4(�� Q Q 4 4 4 wizL Q\4�� 4 Q Q 4\ _ �/�iQ �q �Q/a Q / Q 4 4 4Q 4 4 44 Q4 \\\Nh \\\\\�\\� \ I Q4 (�-4Q44Q 4Q 4rz�l �Qa -9,� Q-- B��v�14/Q 44is�/4-4 4Q 4/�'-SAAII4A�R 1N,�R�AS�fEN� 4Q 4QQ QQ 4Q 1 RE�NI JIrAA 4 _� 59 .5�d Q 41 Q Q 4 Q Q 4 44 4 G�AFE Y R IL ( E D ✓ �- S`' 4 Q �B 3Z4fgQ38) Q Q Q 4 Q Q Q 1 \� �,•,�\ \� - I�- BY 0�1Es"1�Q \ J4 Q Q Q_Q Q Q a, QQ 4QQ 4 4 Q 4 Q 4QQ 4�Q Q QI jT LJ GRAPHIC SCALE 0 20 40 80 1 inch = 40 ft. 'J McADAMS The John R. McAdams Company, Inc. 3430 Toringdon Way Suite 110 Charlotte, NC 28277 phone 704. 527. 0800 fax 919. 361. 2269 license number: C-0293, C-187 www.mcadamsco.com CLIENT MR. MIKE KISSEL KOLTER LAND PARTNERS, LLC 701 SOUTH OLIVE AVENUE, SUITE 111 WEST PALM BEACH, FLORIDA 33401 LAND PARTNERS Z J W O 2 U - aw J - LU W Q Q LL p 00 (V Ina rl Z W a z LU J J VAWw Cr LLJ CA a J U Q = w > z O � w o z 0 z J LL O LLImc z O �.v0 •\\A CARD *THE JOHN R. •: c�i McADAMS z = ?COMPANY, INC. C - 0 2 9 3 V� � -. 7 :Q r 03 289 �yLG N� R. VAN v �.�`�• REVISIONS NO. DATE 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES 2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES PLAN INFORMATION PROJECT NO. KLP-19000 FILENAME KLP19000-G1 CHECKED BY MVD DRAWN BY AJB SCALE 1"=40' DATE 01. 17. 2020 SHEET GRADING AND STORM DRAINAGE PLAN WEST C so4