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Home My WebLink AboutSWA000178_Plansheet C1.1 - Proposed Conditions/Site Plan_202212177. s n O 84 z VICINITY MAP (NOT TO SCALE) !4p ITE uu Y 'TON RD / �0 REBAR (FOUND) N.C.S.P.0 ,� N: 457,464.09 °9 E: 1,519,775.31 �� CF: 0.99985618 / 0 ' C) PIPE (FOUND SITE NOTES: 1. ALL DEVELOPMENT AND CONSTRUCTION SHALL COMPLY WITH ALL ZONING AND SUBDIVISION STANDARDS OF UNION COUNTY AND NCDOT AS APPLICABLE. 2. ALL PUBLIC AND PRIVATE STREETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS. 3. THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHT-OF-WAY OF RECORD. 4. ACCESS (INGRESS/EGRESS) LOCATION AS SHOWN ON THIS SITE PLAN AND ANY WORK THAT MAY BE REQUIRED WITHIN THE RIGHT OF WAY FOR WATKINS RD ARE SUBJECT TO NCDOT REVIEW AND APPROVAL. MODIFICATION TO PLAN MAY RESULT. 5. A RIGHT OF WAY DEDICATION OF A MINIMUM OF 30' MEASURED FROM THE CENTERLINE OF WATKINS RD MUST BE DEDICATED TO NCDOT. 6. STORMWATER MANAGEMENT/DETENTION PROVIDED BY THE PROPOSED BMP'S LOCATED ON THE SUBJECT PROPERTY ARE SHOWN FOR THE GENERAL CONFORMANCE WITH NCDEQ STORMWATER REQUIREMENTS. SIZE, SHAPE AND TYPE OF PROPOSED BMP'S SHOWN ARE SUBJECT TO CHANGE AND WILL BE FINALIZED WITH DETAILS AS PART OF FINAL ENGINEERING/CONSTRUCTION DOCUMENTS, SUBJECT TO NCDEQ APPROVAL. 7. BMP ACCESS & MAINTENANCE EASEMENTS SHALL BE PROVIDED AROUND EACH BMP AND RECORDED ON A PLAT AFTER CONSTRUCTION PLAN APPROVAL. 8. THIS SITE SHALL ADHERE TO TREE MITIGATION REQUIREMENTS AS STATED IN THE UNIFORM DEVELOPMENT ORDINANCE OF UNION COUNTY. A TREE SURVEY SHALL IS REQUIRED. ANY TREES TO BE REMOVED AND TREE MITIGATION PLANTINGS SHALL BE IDENTIFIED ON A LANDSCAPE PLAN AS PART OF FINAL ENGINEERING. 9. TREE PROTECTION PER UNION COUNTY STANDARDS SHALL BE IN PLACE BEFORE THE START OF ANY CONSTRUCTION ACTIVITY. 10. STREET TREES SHALL BE PLANTED 50' ON CENTER AND NO FURTHER THAN 15' FROM THE RIGHT OF WAY ALONG THE FRONTAGE OF ALL LOTS. 11. ALL SIGNS, LIGHTING AND LANDSCAPING SHALL ADHERE TO ALL REQUIREMENTS AS STATED IN THE UNION 2.1 ' EAST :::: ' ::: :::: ,I,) 12. ANYDEV AT ON FROM THE PLA PLANS, ORDINANCE. SHRUBS OR TREES SELECTED WILL REQUIRED APPROVAL FROM OF LINE) A• UNION COUNTY PLANNING - URBAN FORESTRY. o GENERAL NOTES: 1. THIS PLAN IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC INFORMATION WAS OBTAINED FROM A SURVEY PERFORMED BY "CAROLINA SURVEYORS", DATED OCTOBER 20, 2020. 2. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE AND SHOULD BE FIELD -VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 3. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO OWNER OR REPRESENTATIVE PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY. 4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY UTILITIES DAMAGED DURING CONSTRUCTION. 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION, SPECIAL USE, SEWER AND WATER. 6. CONTACT THE APPROPRIATE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. 7. TREES WITHIN THE ROAD RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED PRIOR TO THE REMOVAL OF ANY RIGHT-OF-WAY TREES. 8. ALL TREES OVER 8" IN DIAMETER WITHIN THE PROPERTY SETBACK(S) ARE PROTECTED. 9. BEFORE YOU DIG, STOP. CALL THE NORTH CAROLINA ONE -CALL CENTER AT 8-1-1. 10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. SHEET INDEX C 1.1 SITE PLAN C1.2 LANDSCAPE PLAN C1.3 SIGHT DISTANCE PLAN & PROFILES C1.4 SIGHT DISTANCE PLAN & PROFILES C 1.5 TRAFFIC CONTROL PLAN C2.1 UTILITY PLAN C3.1 GRADING PLAN C3.2 PROPOSED STORM DRAIN PROFILES C4.1 SEDIMENT/EROSION CONTROL (PHS 1) C4.2 SEDIMENT/EROSION CONTROL (PHS 2) C5.1 SITEWORK DETAILS C5.2 SITEWORK DETAILS C5.3 SITEWORK DETAILS C5.4 SITEWORK DETAILS C6.1 DRAINAGE AREA MAPS �o s MONROE TOWNSHIP FARMS LLC R� PID 09,348011 • PROPOSED ZONED: RA-20 STREET e Aga ZONING CODE SUMMARY TREE PROJECT NAME: - oo a oa CHATEAU ESTATES G • b• EXISTING 4' a 'A a v oo D JONES CIVIL DESIGN, P.C. PROPERTY LINE o PLANS PREPARED BY: (PER DEED) e �o°o PHONE #: (704) 412-8523 ao oga� 0 ZONING: R-5 REZONING PETITION: N/A oeo JURISDICTION: UNION COUNTY PROPOSED i I : ' RIGHT-OF-WAY ��' o �° TAX PARCEL #: 09345033 0 0� PROPOSED USE: SGLE-FAMILY. RESIDENTIAL PROPOSED GRADE p 0 IN p LOT SIZE: 899,955/20.66 SQ. FEET/ACRES (SEE SHEET C3.1) PROPOSED NUMBER OF LOTS: 14 EXISTING TREE LINE (TYP.) MINIMUM LOT WIDTH: 100' ®® MINIMUM LOT AREA: 20.000 SQ. FT. i• : : I PROJECT SIDE PROPOSED OF STREET PROPOSED IMPERVIOUS AREA: 74,075/1.70 SQ. FT. / ACRE :> : PROPERTY LINE � SECTION A -A YARD REQUIREMENTS: Lo n SETBACK (FRONT) 40' REAR YARD: 40' �. (WATKINS RD.) CD �.: SIDE YARD (WEST): 12' SIDE YARD (EAST): 12' 0 U T. DEVELOPER: JR HOMES OF NC _ _ EXISTING ELECTRIC 8000 CORPORATE CENTER DRIVE SUITE 100 o) TYP TOWER / . ( ) CHARLOTTE, NC 28226 CONTACT: JIMMY RAY U N (704)-877-1 178 J N \ jimmyray33®gmail.com J UNION COUNTY BOARD OF EDUCATION N ' PID 09.3480I.3 \ ZONED: R-40 i CITY OF MONROE) Oy \\ �u O � � � •�• • • • • • • ply EXISTING \ SPRING \ _ \ \ ••••• HEAD \ Z c •.Cp oW _ N:. LEGEND „ � Z �� - .....:.. ....:... - ."..... •i:u :`�' rl' 2„ S61' 51' „W S61' �� - 61i51' - S61' 1 `5 W --- y�----- ��--------- SS SANITARY SEWER LINE 'XI• ::�.. i� :: Q 4 .k: l �2� \ \ FM FORCE MAIN Q�.......................... :�:.. \ A ................... ......................... yy .. .�:' ....... S W WATER LINE r . . X. W I� • •� G GAS LINE \ :I :...................: I :::I j :........ '� �:22 C CONDUIT (EMPTY PVC) :1:...................:t: ,. :a:.:I::...... :1:: :1�....................:I:. \ `.. .... 1 \ I \ UGE UNDERGROUND ELECTRIC PIPE (FOUND :I:..,..:. ..... I 1 \ \ OHP OVERHEAD POWER :I:...................:t::a: :.:I: ....................:1:. :I:.....................:I:. , , \ oy 2.6' EAST :i:...................::. ................... .. ...... ..................... :i:. ..................... .:t: .... I I I ,o \ :F: :7: T. :a:.:l::.................... :I:..r.:j:... , :�:................... :I:................... F::1:::�:.:1:..................... \ FO/C FIBEROPTIC LINE OF LINE) :I:.:: :i:.................... I \ T TELECOM LINE :I : .................. .�, \0% \ \ METAL FENCE 1 .......... .d. I ........:k:................:EX�`a31fvG,TR�E: ............... I' I I I ^::I:: 1,, �ar0) 1:.\\ �% WOODEN FENCE 'to \ o o::t' I :I:: �I I' :::::::::::::::'I' :t: 'l':: 1 i I I i 1 i E IS G \ oyA \ ��Q o 0 0 o GUARDRAIL T I\ p\ % 0,- .. .. •- SWALE / DITCH cy)I I I I I , 1 "Io s = - - - - - STORM DRAIN PIPE co � I ICI i i I I i I I i I 1w I IwI I � �8�• \'p��J �1 110 I I I rn I M1 0 2 W 0 I I I aol I co I �I, �C`' Lo NI01 I - - - - - ' i I LOT #9 MINI I 1�1 Col Nl it zo I�IItI I 137.38' ZI �Z 1: I- Ial TNIMI tNl�l f C-4 7S \ \ 104.59' w 1 55,484 SQ. FT. o� I cn co 8 \ 01 cn N' I l ' �I ' I� I I l 0D co 1 ,V I ,n 1 I Cn 1 Fo' v' 110' Ln I 1 nl ' w I ',.I co IOI N' N1 W26 0'i� I LOT #10 N1N1 �N I� Icn IN I- ----- - k---�- -- l 47,285 SQ. FT. I I I I I I l I I I cnl Icn I co I 6 3- 4 - 0 - _ \ LOT #14 � I I I' I wl1 � 11w I I 1� 1 I I' I 1' I 1 � I 1 � I I - - \ 48,746 SQ. FT. I I I I vll 11� 1 i I , I I I ' I i 1 i 100.00' wl II? 100.00' 55.96' • 44.19' 32 19 OtiA \ 1 I Q11 I 11Q LOT #11 I I I I I I I # m LOT #8 LOT #7 1 1 LOT #6 1, 1 LOT 5 I <<11 I �w I EXISTING I 1 1 1 26,562 SQ. FT. I 1 I 1 l I I 1 ' 52,909 SQ. FT. I i 53,077 SQ. FT. I 1 1 U)I 10 _ - - - - \ OS \ UTILITY EXISTING I 1 I I 11 11 I , 1 i I 1 , 1 52,687 SQ. FT. I I I l 48,910 SQ. FT. I I I6 260' POLE GUY WIRE LOT 13 1 w 1 LOT 12 1 I 1 1 ' 1 I 1 I 1 I r - - - - - - - - , I - - - - - I \ TEMPO'f*Y BENCHMA�K TYP. 1 1 # I # II w 11 w I 1 1 I 1 1 I 1 1 I 1 1 I 1 (n11 I n I \ EXISTING ELECTRIC (TYP.) 49,115 SQ. FT. I �,- I 34,413 SQ. FT. 1= I I I 1 I w , 1w , , 1 \ (R BAR) ELEVATION=644.31 I I Coll I I , I \ TOWER (TYP.) EXISTING I� �, 1 1 8 \ OVERHEAD 1 0� c" 1 11 1 1 0 1 1 1 1 1 1 I 1' Q11 �1Q I I w I \\ •�2� OVA \ co 'a� PROPOSED CONC ET I \ i , \ ELECTRIC I, I } N I I 2 N I ,Nn 11 PROPOSED N I I I I I I I I w w I 11 1 ,,, 1 I \6- f• N } Cn I I DRIVEWAY TYP. I 9 (TYP.) 1 1 11 io 1 RESIDENCE f• I N 1 I 1, 1 I (TYP.) 1 I co I. l Il co' - Il I o 2• !y \ TYP. I I I I I cn' i II N' N II I N I 1 1 1 1 1 1 1 1 1 1' 1 �' 1 �' 11 1 }rn N I PROPOSED I 1 I I l I I I °'' r b' Ln 1 LOT 3 }N LOT #2 I N I co \\ \ rn RESIDENCE EXISTING PROPOSED 1' 1 PROPOSED 1 1 1 11 I PROPOSED 1 1 I I N o t LOT #4 N I a l # I I a 1 19,829 SQ. �, l \\ PROP �D LIGHT -DUTY TELEPHONE �I 1 RESIDENCE 1 , *c' •;� ; ;• I 1 RESIDENCE I I I 1 I N 1 I N 11 2 405 SQ. FT. 1 N I I I RESIDENCE 1 PROPOSED 1 1 1 I , I I , 1 I 1 1 20,649 SQ. 1 �p l c° 1 PROPOSED 1 N LOT #1 \ PAVEMEN SEE DETAIL LINE (TYP.) i I I I RESIDENCE l' I I I I I i I I, I I I I N I N 11 N _\ 1 I 1 I PROPOSED 1 PROPOSED PROPOSED PROPOSED Icn I PROPOSED I� PROPOSED I� I RESIDENCE I l 27,3 7 SQ. FT, - - - - ON SHEET C 1) 1 i 1 I 1 1 1 PROPOSED RESIDENCE I 1 1 1 ' I 11 - I t I C RESIDENCE I RESIDENCE I I I RESIDENCE I RESIDENCE RESIDENCE RESIDENCE- o EXISTNGI 6"I �..;' , I I I I) , l - - - - 1 '' 1 i ' ' 1 O'X70' S G T I . I 1 `J I• - LPROPOSEO +jL 30' OF _ WATE MAIN` . l I 1: F I f _ _ _ PROPOSED 30' OF 1--------1 ' TRIANGLE1. 1 f I------- ----- 1--- RIGHT-OF-WAY TO BE _ CS ' f - - I ------ I T_ 1' DEDICATED TO NC RIGHT-OF-WAY TO BE �.. I \ J i I,;: ......... I PROPOSED 30 OF .. �'•� I ,. - - - DEDICATED TO NC EXISTING RIGHT OF WAY TO B EXISTI G 6" ; I g41 10 ,07 =- - I .. t'' 1 :::::I::.:...:::::::::... •I.:: + -- 1 - - '' :. L=1.549, R= I a t.091 S4- � _ EXISTING ------ - - ........ WATER:MAIN L- _ _10 _ N�5 T -� „ - - - - = - - 137 - H - ::. pE�ES DEDICATED _ - T - - - = - - - - [k "I" : ' : : ' L 0 551,- R=5 3. EL 33T 85 R=9176 f314 71. T2 ` - - _W5.Q1 ' A105 g }= NCDOT. 2 3t=57 784, R=60961169 =98.4 3� R--�4 571 1�0 093,-R-1947.280 100� 4?`� �4 3 T EL 0 i. OT L - _ 22- --- ----- - - 85 _---- - ----- -�-- __-- - -----_ -- --- ------�---- No - - _ - - Q�- - A 63'37' 15"E 345.07 W T N63' 12' 41 '.,. N62' 48' 25"E N62' 40' 02"E f�62 40' 02"E o242.14 T• T 1 R P S64° 3 S64'07'1 1 "W O^ F PAVEMENT _ _ _ _ EDGE 0 ' F2 P EXISTING 198 00 ❑ 75.09 . R. 1 163 N62°40'02"E 802.48 TELEPHONE XISTING EDGE OF PAVEMENT / -' _ T i OHP / INV.=637.6 I I \` EXISTING 6" _ MAILBOX EXISTING WATER I I _ _ - WATER MAIN \� XISTING INV.=636.9 A \ _ _- EXISTING2 EXISTING � UTILITY EXISTING SERVICE (TYP.) EXISTING EXISTING NOW OR FORMERLY THE RIGHT-OF-WAY TO BE POLE (TYP.) / GRAVEL EXISTING MAILBOX EXISTING WATER GRAVEL EXISTING I W GRAVEL GRAVEL TELEPHONE CALL _ O / MAILBOX DRIVE PEDESTAL _ _ LONG DENNIS P DEDICATED, IN THIS SECTION, DRIVE / METER (TYP.) DRIVE % ,� \ DRIVE VARIES BECAUSE THE EXISTING _S INV.=641.8 i a EXISTING PID 09345031 ROADWAY DOES NOT PRECISELY Ci % INV.=642.1 I f1, _ _ �' ZONED: RA-20 i FOLLOWING THE PROPERTY LINE DREAM PROPERTIES, LLC �l \ WATKINS D DAVID ' �� BRYAN AND MELISSA MOORS PID 09345032E ' BEFORE YOU DIG PID 09.3450.32E BRYAN AND MELISSA MODf�E _ � I PID 09,345029C \ ZONED: RA -20 ZONED: RA -20 BONNIE FMARTIN � PID 0 _ _ � ' , PID 09,345032E ,� ZONE RA -20 , ZONED: RA -20 _ _ - -' KNOW WHAT'S BELOW 0 60' / ZONED: RA -20 / _ - -' IT'S THE LAW I\ - _ � - SCALE: 1 " = 60' "IVIL EXINEERIM I LAND SOLUTIONS "FROM CONCEPTION TO COMPLETION" Z 'O n O N MLn M W (D N I N � U � Z W �O w Q LC.I O Z U gc 'cn m U Z > of U O cn _ C H O rn? O 3 3 3 **ill iTliliAN - OWN131)" Engineer@JonesCivilDesign.com FI11I,�l�"� GN %._, •FPe y. EA 3493 I ; c') �G•, �Z ' '.,��j� •. • NG I NEB• •. ,``�: Mq T T kAOo'� FOR CON&PRIMON CA oo�000 00000 < 2 00 0 -7 a JONES CIVIL a = Oo g DESIGN, P.C. g z a C-3859 o g = °C O^ h % C° A N 000 000 0000000 . z cf) o w H Z 0 v bi m m N 0 ci w a o z z z w z w z w m w w w w w w w w w M m M m M 2 w m m m m m m m m M M 5 0 0 0 0 o U Z O O O Ej LjoLjo�� z z z o 0 0 0 0 O O O D U U U U bj uj U U U Z Z Z Z Z O Q w w w w w w w w w w U U U U U U U U U U N w NNN N N N N N Q O O [D N (D � 1714 co p N N N N\ r- co N N N N Lo co O Q O N N D Z m o V m 3 in 0 xl� O N o N T/1 V1 N w N M F- Q ij.i Z z w L� O SHEET C1.1