SW4240203_Plansheet - Other_20240515 (2)

GENERAL SITE NOTES:
I. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM TOPOGRAPHIC SURVEY \`
PROVIDED BY: TRIAD LAND SURVEYING, PC \ -
935 E. MOUNTAIN STREET, SUITE H
KERNERS REUSE EXISTING TEE & GATE 1 a
NLLE, NORTH CAROLINA 27284 WATER LINE � ,
2. THE LOCATIONS OF ALL U71UTIES SHOWN ON THESE PLANS ARE BASED ON THE VALVE FOR -
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXTENSION KRlSTOFER RIDGE DR. �
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Cfl j a
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, � a�> �> > c
STATE AND LOCAL CODES. �O \ �� c V
4. ANY DISCREPANCY fN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO Q� <"�
1 EIP -� j,,
THE ENGINEER PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE )� �.., ��\ •��+ �� RIDGECLIFI� �/� �x � ? Y f:
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN �� DR r��G -
HEREON BEFORE BEGINNING CONSTRUCTION. 4 r. -=
. THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.(].W.'S, \ � / \ 1 ��� B v �
PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS. / UPQQKHII-L �J� G
6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN -� DARK DR J� w 2
UNDISTURBED, UNLESS COORDINATED WITH RESPECTIVE UTILITY. C7 QO } '^Jr� f 1 J -
7. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO f p� Dom- r
DISTORTION. NOW OR FORMERLY 1 r7 f
p� / '��� TAX LOT 27 BLOCK 4951 NOW OR FORMERLY a.N �, R
8. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE UNLESS OTHERWISE T SCOTT GROSSMAN TAX LOT 015, BLOCK 4951E
NOTED. o o ` x
tt . STEVEN K. WADDELL � � 'D
9. THE CONTRACTOR I5 RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL LY r�F,�� NEW WATER SERVICE D,B. 1975, Pg, 1�36, o a `
DUE TO CONSTRUCTION OPERATIONS, ALL STREET SURFACES, DRIVEWAYS, CULVERTS, { �� t`, �P ON STANLEYVILLE DR. FOR CURRENT ZONING, RS-20 / �--� �I� c U I~
LcJ �, , l�v �c�S SERVICE TO LOT 1. o n t o a
CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE CURRENT ZONING; RS-20
DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL (3l �G L o V
REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. �`! L�` i
10. COMPACTION AND MAINTENANCE OF PROPER MOISTURE CONTENT OF THE SOIL UNDER /�'jg JF. sue• LOT 1 u
PAVED AREAS SHALL BE ACCOMPLISHED TO ACHIEVE 100% OF THE STANDARD PROCTOR '�� CjP �a�d� 46,425 S.F,f HWY 66
f �� ,p �' 1.066 Ac.t a A
MAXIMUM DRY DENSITY OR AS RECOMMENDED IN THE SOIL REPORT (IF AVAILABLE). r�j / O ` �- . 3+��,,E 1�1 C�9 1�1'9� 1 , n
/ L \ o
11. E CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC 1N NATURE AND DO O� �, i NOW OR FORMERLY G, v ,
NOT SHOW EVERY OFFSET. TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A '
�" F` \ �� 01+�-,E 73,2 I P III > ' � CA TAX LOT 013, BLOCK 4951E
COMPLETE AND WORKING SYSTEM. LLAFIAN-CA
12. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL �� `� G� N r' 7 ,' �' SPER-SMITH, LLC ;.LOT 2 �� �
CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, "� '� 2d,791 S F t 1�,E 2pW 01, EIP 10� CURRENT ZONING; RS 20 a
COUNTY AND LOCAL CODES. ' ` F- Y n J 3
13. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND W a / 0.477 Ac.f 76°30 ZCOB� -- �s�
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN IS �Q1 � SIGN EASEMENT .�'b �. �p,�d----
INITIATIVE
PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS
AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND G C� EXISTING HYDRANT S�'�/O� p�� t9�\O�__ ��PX �r�'L2
F / VICINITY MAP -- NTS
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL SEE NOTE O u'�6' TO BE RELOCATED `LO �66 N
ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS 1 G�� 33 ,1` c� / �, / 7T� - / LOT 7 O Q �n
OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE #4 + '�` �' v� 4� p Si TE INFORMATION -zLO
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. ,�Q �� `rp `; (n / �����'/ 27,204 S,F.f �Vf rt z� rI
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. THE / ��� G / �. / Q 0.625 Ac.t �� ,`9>LOT 3 � �av�� ? Iry LOT $ ,�, � W =w i
CONTRACTOR(S) SHALL CONTACT NORTH CAROLINA "ONE CALL" AT 1-8p0-632-4949 S�\57 z a
FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO � � 20,018 S.F.t Nc �/ � Z 38,dd5 S.F.t �� 0
ANY DIGGING. ��P 0.872 AC.t NOW OR FORMERLY EXISTING ZONING - PROPOSED U _ a a c�I�
14. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS, USE EX. � ��� !y 0.46d Ac.t F' �� � PROPOSED ZONIN PARKING CAL SPq� z �
\ ` c� ��N / �� Zr� LOT TAX LOT O1 2 BLO I TYPE OF RENEW REQUESTED: REQUIRE KIN
S - z O a p _
15. LANDSCAPE PLANTINGS AND SIGN LOCATIONS AT ENTRANCE/EXITS WILL BE INSTALLED AND METER FOR �/ a�s79 s F �I EIP CK 4951 F PA PROVIDED- �CES � a a
MAINTAINED SQ AS NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS !N THE LOT 25 JEFFERY C. PAYNE J
AT ENTRANCE/EXIT LOCATIONS, PER LOCAL STANDARDS, N P `L CURRENT ZONING RS-20 " �
+� j 0 ��1 U` `�- / SI'j9 SIZE AND CnVERAr&
16. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENT & STANDARD PRACTICES. .z� P ?� /
17. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY `� O� '' ' TOTAL ACREAGE: 1$.611 ACRE(S) REQUIRED -STREET
G SPACES: <<N►��ti�i�lri����
�.
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SITE CONtAGES: r CA •
a'+ 3• O i
G 13 2 LOADING ING S PROVIDED: •` ��„••• ,,•. �1
01
OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL �0$ BUILDING TO 1AND % r O ,
/ PGG� ,�/ �• `i' ts�� 20' PE ANENT -} cn
�'' / PAVEMENT TO LAND�t`�4-`� �,: " '31Q•'••.
PLANS AND ANY 011IER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER DRAINAG EASEMENT °�c' + I.� �� OPEC SPACE _�1�% --� X--�- ;Q�
REGULATORY AUTHORITIES. FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE \ G �" DI WATERLINE 5�0/g`��` <,
SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY SUBSEQUENT / ���� LQT 2rj O �C� �Oj� \� fi
/` / G9 `� >�YBRDq = S L
MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY. �0' 20,660 S.F.f / / `� LOT 5 J l5 OFF OF EOP) C �o? ' TOTAL Too % AbJ01Nl IN 0
18. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THESE PLANS ARE FOR ✓ STIMATION 20,222 S•F•f ` 00, q+ / BUILDING SQUARE FOOTAGE SQ.FT TYPE RQUI
PURPOSES ONLY. / 0.474 AC.t , ` 1,
+ � �. \ �' 0.464 Ac.t �\<01 [ �
�(o t0 / BUILDING HEIGHT FT. OR STORIES PT1 _ NO G I
•Q� �� / p �'' LOT 9 T
WATER S S'ij% "D �/ ` �\a,. LOT 4 `'`D. W 33,195 S,F.t AVER UCIURE CA uLAjjQNs
20,005 F. 0,762 Ac.t WATERSX_PUBUC PRIVATE NUMBER OF UNITS/i.OTS;ID_UNITS/LOTS
50' ACCESS AND UTILITY / a ra r �- SEWER PUBLIC- X_PRIVATE DENSITY ",NITS/ACRE OR LOTS/ACR
1. THE MOST CURRENT EDITION OFTECIANiCAi EIP �`� 0.459 AC.t J STREETS;�L,,.,PUBUC PRIVATE
P IFICATTONS AND p�TA_ If_ DRAWINGS FOR WATER LEN - AN EASEMENT PER D.B. t;�
-E � A ITARY_SE4VFR SINE StJ O,� .. r
�T]QII WILL GOVERN AIL WATER CONSTRUCTION, �9• 2507, Pg. 1265 �'�`� EIP 7769S -
o �r
2. WATER CONNECTIONS SHALL BE AT THE CENTER OF EACH LOT. CONNECTION IS TO �� �1�0 \ �� SEE NOTE '� � �-� n� 1 •�2 r v- SUBJECT PROP �
HAVE WOODEN STAKES PLACED ON EACH SIDE. STAKES SHOULD BE FLAGGED OR �� 1�-kq
LOT 24 J 9,1s _Y PROPERTY IS NOT IN A DESIGNATED WATERSHED AREA
PAINTED FOR VISIBILITY. N�S , 20,294 S,F.t /�h �1 \ \ / #2 3 C1 / '_ .4
3. FOR RIBBON PAVEMENT STREETS:HYDRANTS AND WATER METERS SHALL BE PLACED ,3�,, a 0.466 Ac.f /r�� tip,, .�y`L �` 5Sy'Sa„ Gov c�
ON THE RIGHT-OF-WAY LINE. PLACEMENT MUST 8E AT LEAST 2 FEET BEHIND ALL 1 Lj/ �\ �• \ \ / �GJ ' +� o m wADDITIONAL IVMMATION a.,
DITCHES. � � / 2g� 6�, ,n
4. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY i y / w
�A•�'! + E I P o ¢N OTAL ROAD R/W ACREAGE - 1,847 ACRES BEING TAX LOTS 26B AND 116B, E-• w
THE CITY INSPECTOR AT THE OWNER'S EXPENSE. ,! \ / SEE NOTE � j- `\ /� ��1C � / 1 O' UTILITY EASEMENT $ , LINEAR FEET OF NEW STREETS 1526 J AND A PROTI
- ` ENT l`� �j ON OF 116B, BLOCK 4951
EIP #3 o /g�' CA �' D 2 LOT 10 2. 3 r--D W ALL STREETS TO BE 20' RIBBON PAVEMENT TOTAL ACREAGE -
1fi.fi1i ACRESt
GENE 1 - � �' •� �� 0 � 'Sd ,i"�o/ u� LOT 11 `�t'..a, 25,94d S.F.f !��5 � p°�� TOTAL Lors �15
f p rn cal ch o
I. CONTRACTOR IS RESPONSIBLE FOR LOCATING d '� ��tk` 2i,168 S.F.t ��stS� 0.595 Ac.f N2�1 ��' r 'ninimv U r`I o0
OF CONSTRUCTION. ,9LL EXISTING UTILITIES PRIOR TO START NO SEE NOTE \ 1� !•�y r-.
" -...OR �OERLY 0.486 Ac.f ALL LOTS TO BE TIED INTO PRIVATE SEPTIC SYS Z
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN TA• L T 26A, #1 ` ��� aD-� �J rn
LOCK 4951 ( " ALL LOTS TO BE TIED INTO PUBLIC WATER SUPPLY YS �
ACCORDANCE WITH THE MOST CURRENT STANDARDS OF THE LAND QUALITY SECTION �� '/j+ ' r
OF THE NCDENO DA E T. LPg. 7 5 8. V / LOT 12 ��. M
3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR )840, pg ?5¢g PROVIDE NEW METER EIP 20,108 S F t N M
WHEN CONDITIONS WARRANT, FOR EX. HOUSE / 1- ` G� � .,�
4. A5 A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN 0.462 Ac,f 55.E / r- CURVE TABLE Q 0 2
THE RIGHT-OF-WAY AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND CULRRENT ZONING; R5-20 1 FROM KRISTOFER �' \ a "� N2�1 /$6 / CURVE RADIUS LENGTH CHORD CHORD 8RG �j W x
LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION / .� W x
AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET): ' RIDGE QR. / ��/ \��''° \ r LOT 13 �� N$6'43'44"W 1`d�" Cl 1417.44 77.02 77.Di S48 20'12"W
/ �/� \TYPE I SF �`� 20,096 S.F.t ca �� 16 p C2 1414.03 62.10 62.10 S51'07'36"W H v1 x
�� ,� C3 1424.25 91.24 91.23 S54'12'5fi"W C) Cj
t00 Ibs. OF LIME f I, NOW OR FORMERLY o 1 0.461 Ac.f � C4 375.00 17.44 17.4 ' •' �r
20 Ibs. OF 10--20--20 OR 20 Ibs. OF 10-10-10 IN COMBINATION W/4 Ibs. OF I 1f TAX LOT 25, BLOCK 4951 �• ^j 4 S58.52 46 W
O-4b-o , 'N !/ \ �' !Z LOT 15 r ,�� : C5 375.D0 25.01 25.D0 S62.07'20"W
5 lbs. OF TALL FESCUE, CONTAINING A f3LSS. OF 2 OR MORE TALL FESCUES. DALE T LIVENGOOD \ ` LOT 14 Cs 375.D0 107,83 1Q700 W
1 Ib. OF WINTER
OR KENTUCKY BLUEGRASS. D.B. 2557, P 20,037 S.F.t :� o�' S72`16'14"w
1 1b. OF WINTER ANNUAL RYE (NOV. 1 TO MARCH 1) 9 1793. NOW OR FORMERLY I \ \ I`� 20,046 S.F.t - d.460 Ac.f N/^'J LOT 16 Ica C7 35.00 5,05 5.05 N76.22'15"E
TAX LOT 116A BLOCK 4951 / METER FOR \ ♦ � �N 0.460 Ac.± cN �`� N 41,943 S.F.t C$ 35.00 ls.e2 19.56 N56'0D'34"E
CIJERRENT ZONING; RS-20 0.963 Ac.t cQ C9 50.OQ 51. 6fi 49.39
THOIMAS SCOTT BRIZENDINE f cy LOT 23 o S69'23'00"W
15 Ibs. OF LIMEINTENANCL D.B. 2507, Pg. 1265. / / M �� \ C>� c/l 1N / C30 50.00 63.90 59.64 N44'24'22"W
15 Ibs. OF 10-20-20 OR i5 Ibs. OF 14-10-10 IN COMBINATION W/3 Ibs, OF ` ` +- /
0-4fi 0 (u / r j in ICI C11 50.00 34.55 33.87 N12-00*14"E
4 Ibs. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE FALL FESCUES ` " \ �2 \ ` 1 24.48' 27 63' 40' X 50' TEM ORARY "T" C C12 50.00 65.8$ 61.22
CURRENT ZONING; RS-20 Q, �cy ry .�� N69' '
` TURN AROUND1 / 33 02"E
1 Ibs. OF SERICEA LESPEDEZA (USE UNSCARIFlED SEED AUG. 15 70 FEB. 1) � � � C13 50.00 19.42 19.30 S61'34'22"E
1/4 ib. of GERMAN MILLET (MAY 1 TO AUG,AFTER
` , A,) / LOT 22 / � ` I��^�- �- f 5� 39,-�� 10' X t�1' TEMPORARY " " / C13 50.00 31.42 30.01 N75'49'56"W
1 Ib. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUG. 15) .M 20,510 S,F.t �,tV/ \ ` w - _ Cl `�
�----- W-- 5�3�'a.� q TURN AROUND EASEM�41T �, C15 325.00 84.64 84.40 S71.19'10"W
SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE SHALL BE APPROVED 8Y / ��V 0.471 Ac.f Ci6 325.00 35,80 35.78 550.42'1O"w
CITY INSPECTOR PRIOR TO SEEKING. Or N.C. DOT STANDARD
��,°` c2 GUARD RAIL % / C17 225.00 213,14 205.26 S59'35'28" ,`y+
-- -�.
S. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD f � g' -----L� / C18 275.00 9,11 g,11 '
DRAWINGS, ENGINEER'S CERTIFICATION, PROPOSED FINAL PLAT, AND CONSTRUCTION f NOW OR FORMERLY / �� N85 46 4$'W --'
CHECKLIST TO THE ENGINEERING DIVISION'S RECORD CENTER. TAX LOT 108, BLOCK 4951 cy� � N86.4 '¢4"yy C1s 275.00 $5.16 $4.$2 N75'57'34"W
6. ALL WORK MUST CARRY HONE-YEAR WARRANTY TO COVER ALL DEFECTS IN CL.ORINDA �• RI NEGAR / OF- 2 ��% C20 275.QD 120.33 119.37 N5433'09"W
MATERIALS AND WORKMANSHIP. --- �� �� 1 .3 l \O C21 225.00 170.32 166.28 N65'02'36"W
7. PRIOR TO BEGINNING ANY WORK WITHIN NCDfl7 RIGHT-OF-WAY, THE CONTRACTOR D.B. 2020, Pg- 2605.
MUST HAVE A COPY OF THE THREE-PARTY ENCROACHMENT AGREEMENT ON THE / LOT 21 \ $� Q' C22 275.00 39.06 39.03 S82'39'34"E U 4 b" DI WATERLINE �27� , // O
JOB SITE. /� �6�2� 834 S.F.t ` �j1 �� C23 275.00 85.69 85.34 S69'39'50"E x
CURRENT ZONING; RS-20 ! �5' OFF OF EDP) C24 275.00 91.04 90.62 S51'15'14"E 4" IZ
FINAL INSPECTION PROCE URE: / / )�6=0„w 478 Ac.f ,c�, , ' O J W
I. OWNER SUBMITS RECORD DRAWINGS, ENGINEER'S CERTIFICATION, PROPOSED 50 ACCESS D !L TY �s, /� \
C25 275.00 44.72 44.67 S37'06'42"E ✓"
/ `� ^ �,1 1 d' UTILITY EASEMI�NT 110' X 59' TEMPORARY "T" / y� , �, LINE TABLE
FINAL PLAT AND CONSTRUCTION CHECKLIST TD THE ENGINEERING DIVISION'S EASEMENT Ng _261 I / ,1 TURN AROUND EASEMENT RECORD CENTER. PER D.B. 2507, Pg. 1 65 N o 8 SO''yy � `� _ / LINE GEARING LENGTH
2. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL / �^O b. 11' LOT 20 D LOT 19 N Q� �h '��� G L1 S76`17'S0"E 66.37'
INSPECTION FOR WATER AND/OR SEWER. Q? '� + LOT 18 15' VEGETATED , , 0 S�� Gj L2 S34'S7'45"W 66.3 '
f
cal LOT 23 25,249 S.F.t 20 043 S.F.f o c� _ -
41,380 S.F.t ,� 0.460 Ac.t �n w Q �' L3 525.57'32"w 6s.25
�---` 0.580 Ac.f ca 0 20,037 S.F.t BUFFER FROM A-• I-
0.460 Ac.f TOP OF THE BANK ' L4 No8'13'53"E 30.D2'
0.950 Ac.f z� z N _� O\, NOW OR FORMERLY
6 f u, /ry / j { 4-111111
C� TAX LOT 29, BLOCK 4951 L5 N46'4s'5$"E 19.5! '
EIP ��� N7 / ry I j:1 ���" v C�, � � REED PROPERTIES OF
-.. g 47' I c� °> / x a N40 GREENWAY �t�, \� FORSYTH, LLC
�I EASEMENT SHEET INDEX SHEET No. p >
44g sd � 62.27' 45 17' LOT 17 ��� � CURRENT zoNlNc; Rs-20 OVERALL UTILITY PLAN w
�-- 29,361 S,F.± , �¢ � P-1
EIP -- -• 15d.ao 100 do 0.674 Ac.f � �^� p KRISTOFER RIDGE R
Y NOW OR FORMERLY -� -.� � o Q '-y W
~-- / a 10+0o TO END P--2 z Z
TAX LOT 240, BLOCK 4951 w 1 d 14 20 W 569.98 ��_ ~"'"- -- 1 d3,42 / v Q �1
JIMMY D. sPEER AND WIFE N86 43 4¢"w -• „ 109.d��. CHRISTY LEE COURT p-3 �I x � O
-_ EIP 39.3$' E P
DANIKA DAWN SPEER ]�` �- - NOW OR FORMERLY EROSION CONTROL PLAN P--4 W
D.B. 196fi, Pg. 3863. I w'`
TAX LOT 109B, BLOCK 4951
6d' ACCESS AND UTILITY ` UTILIT D IGN PROVED EROSION CONTROL PLAN P-5
EASEMENT / "� JIMMY D. SPEER AND WIFE TE j CURRENT ZONING; RE-20 DANIKA DAWN SPEER � -
1f PER D.B. 1899, Pg. 1453. `�'-��� DETAILS p._,_6
D.B. 2145, Pg. 3400, / p
NOTE: ! 4V I-� iW ^~- --�- SURVEY V GY I F
ADDITIONAL R/W MAY BE CURRENT ZONING; RS--�20 s• N ORMATION
REQUIRED TO ACCOtvtODATE ��---- � -^T ,' � /
TAPERS, TURN LANES, AND �.. / �. UTTL ES RECTO DATE TRIAD LAND SURVEYING, P.C.
MEDIAN ISLANDS I -� 935 EAST MOUNTAIN STREET, SUITE H FILENAME
-�� KERNERSVILLE, N,C. 27284•
SO' __ _ APPROVAL OF THE WATER PLANS DOES NOT REVISED PRELIMENARY PLAT BY
30'x30' SIGN RIGHT OF WAY CONSTITUTE APPROVAL FOR CONSTRUCTION. DATE OF SURVEY: 11/11/06 SCOTT LAND SURVEYING, INC DESIGNED BY
EASEMENT APPROVAL OF CONSTRUCTION MUST BE IN DATE: 05-06•-200$ VWS
g' FORMAL WRITTEN AGREEMENT. FAILURE TO OBTAIN
30 x30' SIGN 20' 6' 5' SUCH AGREEMENT PRIOR TO BEGINNING OF STEWART SCOTT D
EASEMENT I �++ � ��--,�_-PA ENT __� s�,ouwai D,T�
50' TAPER CONSTRUCTION WILL RELIEVE THE CITY OF ANY 138 WEST MOUNTAIN STREET DRAWN BY
(REQUIRED FOR W LESS 5- FINANCIAL PARTICIPATION IN THIS PROJECT KERNERSVILLE, NC 27284 P,1R
THAN 26') rpa, 1/4'�T' , �•/rr• WHATSOEVER.
LEGEND SCALE
'g° CITY OF WINSTON-SALEM 1" = 60,
SIGHT TRIANGLE (TYP) NOTES FOR AREAS OF RELEASE/SWAP UPON PRELIMINARY 6•o.i. � �a UP - UTILITY POLE
R/W
L/P -- LIGHT POLE DATE
*�' � R w SUBDIVISION APPROVAL BY: ,�/� /✓-` EIP - EXISTING IRON PIPE PA - PROPERTY LINE 6/24/08
NIP - PROP. IRON PIPE R/W - RIGHT-OF-WAY
R-30 R-30` 8' APPROVAL BY THE UTILITIES DIRECTOR OF THE WATER AND SEWER INFRASTRUCTURE DEPICTED IN EIR - EXISTING IRON ROD
1. AREA OF TAX LOT 116A TO BE CONVEYED BY DEED TO COMPACTED�SUBGRADE THESE PLANS DOES NOT CONSTITUTE APPROVAL FOR ANY OTHER PURPOSE THAN THAT SET FORTH CI - CURB INLET EP - EDGE OF PAVING SHEET
EDGE OF PAVEMENT STOP OWNER OF TAX LOT 1168. IN SECTION 64 OF THE WATER SYSTEM POLICY AND SECTION 36 OF THE SEWER SYSTEM POLICY OF TBC - TOP BACK OF CURB CM _ CONCRETE MONUMENT
EDGE OF PAVEMENT r
THE CITY/COUNTY UTILITY COMMISSION. TO THE EXTENT OTHER PERMITS, LICENSES, PERMISSIONS FH - FIRE HYDRANT WM "" WATER METER
111 2. AREA OF EASEMENT TO BE RELEASED. g" ABC' TEE g ED F OR THE LIKE MUST BE OBTAINED TO COMPLETE THIS PROJECT, SUCH ARE SPECIFICALLY NOT NT5 NOT TO SCALE p
T 3, AREA OF TAX LOT 1 i 6B TO BE CON VEYEO BY DEED TO PAVEIvE GRANTED BY THIS APPROVAL AND MUST BE OBTAINED BY THE DEVELOPER AND/OR HIS DESIGNEE. CB - CATCH BASIN MH - MAN HOLE I
-- - 2" S9.5B SUPER-PAVE
EXISTING ROAD - - OWNER OF TAX LOT 116A. TERRAIN MAX. SLOPE YI - YARD INLET GI - GRATE INLET
EDGE OF PAVEMENT LEVEL. 2:1 TYPICAL ROAD SECTION NO. DATE REVISION DESCRIPTION CO - CLEAN OUT
EDGE OF PAVEMENT 4. AREA OF EASEMENT TO BE RELEASED. BY RCP - REINF. CONC. PIPE
ROLLING 1 1 1 6 24 0$ PT - NON--MONUMENTED POINT JOBS
HILLY ,_,72:1 N.T.S. NEW LOT LAYOUT PJR
NOTE: PERMANENT DRAINAGE EASEMENTS MAY BE REQUIRED TO 6o GRAPHIC SCALE
ACCOMMODATE DRAINAGE BEYOND THE RIGHT OF WAY. MODIFIED DITCH SECTION FOR DITCH #a 6U � 2 7� � -
FROM STA:15+85.80 TO STA09+69.22
1 inch = 60 ff.. PROJECT NO. E- 1027

/ LOT 2 LOT 6 CHRISTY LEE COURT __—
`� / 29, 59 7 S.F, ± s EET �,� 3 > LOT 16
20, 791 S.F.± ` �� o 943 S.F. ±
2p4� � � 0.679 Ac.± � x 9 � LOT 10 � � 41 ,
0.477 Ac. ± °" � 204 / ��' 25 94 0,963 A . ±
/ o°, � `'�. , 0 S.F.± �,�� � � v
1B�0 w 10' X TEMPORARY "T„
REUSE EX. HYDRANT LOT 3 •.� ` LOT 1` / ° -•�` 0. 595 Ac.± TURN AROUND EASEMENT
1- 6" x 6" HYDRANT TEE v ��. LOT 15 �0' X 5Q. TEMPORARY "T„ CURVE •D , TA If 1- G" GATE VALVE 20,018 S.F. ± • / / ` 20,037 S.F.± -
THRUST BLOCKING TURN AR UND WITH 6" CONC. CH= S62 15 E N = F 0. 460 Ac.± LOT 5 ` / h LOT 11 0. 460 Ac.± (3C Ps BOTH SIDES A= 4822150 N I U
/ 20,222 S.F. ± �� �� 21 168 S.F. ± PER CITY F WINSTON-SALEM4 °
T= ]141'0.464 Ac. sra vSIGN EASEMENT O.486 AG. ± / 1 - s"x s" HYDRANT TEE R= 250 t^ E
2 - 6b GATE VALVES (RESTRAINED) L- 21].11` f�
^7� 30' PERMANENT -
u .� "d/ DRAINAGE EASEMENT G� / �� 1 - 6" HYDRANT (5' OFF E.P.)EXISTING HYDR la, w U
�1 TO BE RELOCATED �� �, q t° �,� 1 - 6 PLUG s`? 6" DI WATERLIN
ANT
U �� LASTTHRUS2 JOINTS DI WATER LINE TO BE 1 a a�
LAS 2 JOINTS'OF G s
�' S!p �¢ �6�' FACTORY RESTRAINED DFA�TORYO BE
Ix9g �83' ` R¢STRAINED , � y ca
0) C20
R+PRAP PAD #1If
`3°' �u= '�/ ' LOT 1 4 L / tl U c' o rn
IV "`��� �� SEE DETAIL SHEET P--5 ,�,`� ;�N = Y
�� 20 046 S.F. ± �R1o• �° 7 E
NVERT OUT = 876.00' �/ LOT 12 C19 ar U c Y oal
'--_ £As �. �� 0.460 Ac. ± . 40 1 /00 20108 S.F.± y
\ .� - -109.81 LF 4t3" RCP 1.82% .�/ WATER SERVICE TYP. y
m a o57 E+ 7' 98 WITH CONCRETE END WALL, v �� N.C. DO �C q' , P '" a o �a � 0.4 6 2 A c.± � '°" PER NCDOT STANDARD LOT Q / a \ C,1$ 0'` 4 STANDA
`� GUARD•RAILa
20' PERMANENT 20,005 S.F.±/,
DRAINAGE EASEMENT O. 459 Ac. ± �� o �) ��' / ` / 40'_
/ 4T1 ho� to
��r�-Eq� ss� ` ? 30 z — s°xG�1��vALVEs �E �� , 4 /^' ` ` / ,� s'� .01 I Q
REUSE EXISTING GATE VAL & TAP Mir` O f 0.��p 2- 45' BEND Nr \ ` `THRUST BLOCKING I ` / ` 23� k 14 J N
2- THRUST BLOCKING \ \� 3� \ � / Z3' I�F,N 1� O
B" �CI �� \ ro p,S`C / /r�0 10' X 59' TEMPO ARY "T" f
a _ / \ / TURN AROUND ESEMENT ! z J J z z ,0
LOT 2 5 0 j' CATER �� `�Ta- ��/ I / 1 ' 6�x 6" HYDRANT TEE \� �J(���
°T,s CANE x70 1 6 GATE VALVE
Dclr3 Q� �Q� c� f p ¢ t�
20, 660 S.F.±
6" HYDRANT LOT 13 S %�' F E° �� °' a� N Z
3 0. 474 AC.± ' \ pFF�A , THRUST BLOCKING �1% , of / /v��`' �I z6oz Z
INVERT IN \ / 20,096 S. F. ± as 9z
� � 1p WATER SERVICES TO BE I � � ,.,_ � w
= $78.00' \ x��1 .per\ 00 F 1 FOOT INSIDE THE UTILIT EASEMENT GOO o
LOT 24 `" \ 0. 461 / �� g AC.± / `b x ��, 6. AND TO REMAIN OUTSIDE OF DITCH.• Q a La a y
��. USE EXISTING WATER METE NJ� ` �°�)� Ck e� ,�$� � g
ON STANLEYVILLE DR. FOR 20,294 S.F. ± �.?�>>,\ '92r'`� o !v o / `� �A
SERVICE TO LOT 25. 0. 4 + $a>2' w _� 0 fj 3$2>. / v1 �. 4� I ` ,�r������,i,,����
66 AC. l ` 40' GREEN WAY % RtH CARp� •.
I✓ \ `_ -�' i I �'C� EASEMENT �,� p
r l
20' PERMANENT \ l ) 32 is ` ---- --- -- --- .,I p / / LOT 18 ° I �', FESSIQ;�; •
DRAINAGE EASEMENT �� -+ C17 Qy L O T 1 7 ;Q
EX. I3" WATER LINE P COUNTY DRAWING SHEET E-11 O ►+/ W ---�'�W �k00 S 6, 20,037 S.F.± 29, 361 S.F. ± �� r 2E L -
/ $0.2,� Co _ w ��� 0. 460 Ac. ± 0.674 Ac.± GRAPHIC SCALE
1 40 0 20 40 60
PROVIDE NEW METER U
w w OQ '.
4 FOR EX. HOUSE FROM 1 X �- c'
h' KRISTOFER RIDGE DR. 1 METER FOR ` i G �✓ op. `
ip 1 inch = 40 fL
� O LOT 23 C?5� ` �
NOW OR FORMERLY `� NO. DATE REVISION DESCRIPTION -BY
/ TAX LOT 116A, BLOCK 4951 �, Q Cz--�.�` 10, U'n EASEMENT
CURVE DATA LOT 19 ` 1 6 24 08 NEW LOT LAYOUT PJR
. „ 20,043 S.F.± u
THOIMAS SCOTT BRIZENDINE 1 CH= S59 35 27 E ,
s I I 1 ,. 0.460 Ac.± 0 a
l� D, B. 2507, Pg. 1265. NI 1 A= 54'1633 0 In
v. T= 128.14' tri0 ct v� a
�� 1 R= 250.00' + H W
CURRENT ZONING; RS- 20 LOT 22 � I~
f-_a3� w LOT 21 1 t = 2 �.sz'
3 -- j1467' 20,510 S.F. ± 20,834 S.F.± LOT 20 ° Q II ° � M c00
1 1 0. 471 Ac. ± 0.478 Ac. ± \°� �-
_ _= ` 25,249 S. '�o �.
0.580 Ac.±
M M
1 y SCALE: 1"=40' HORIZ. a C) W �=
1"=4' VERT. W x Q
880 H � a �
DUE TO STEEP EXISTING TOPOGRAPHY, - C)
0
KRISTOFER RIDGE DRIVE HAS BEEN DESIGNED
E = 14.18 H
USING ROLLING ROADWAY STANDARDS. S + W
910
u VELE 20. 0
910 u
' D
4.22
- - - = Dfl
V ! LV = 88 .0
870Ln
W
O
`- --- O O
9003
0 _ U O
14 0 — — o �
8501
860
20. 0W
0Q �� 20 +17
_ z - _ o � u
LL
LL
CITY OF WINSTON-SALEM H W
VPI E V 8 7. 8 00 PERMIT NUMBER
890 - -- -- _ _ 12-
--- A8 _0 + WATER 22-7b
coo c4 DATE - 0> �7-a H Z
uI
W
U V LL_.
!� J -
EROSION CONTROL w Q
- PLAN APPROVED H--
-- -- - N _
At
GRADING PERMIT REQUIRED
_ 10 8 0 S 0 PRIOR TO LAND DISTURBING
URVE LE 8 .0
12-110- APPROVAL OF THE WATER PLANS DOES NOT
r _ APPROVAL OF CONSTRUCTION MUST BE IN
E 0, 3 C CONSTITUTE APPROVAL FOR CONSTRUCTION.
+� .O - -- - -- - - _ FORMALSUCH REMENNTAGREEMENT.
FAILURE
BEGINNING TO
OBTAIN FILENAME
CONSTRUCTION WILL RELIEVE THE CITY OF ANY
— WA R IN END ST . 09 .7 FINANCIAL PARTICIPATION IN THIS PROJECT
1)0 880 Ei � � - API• _ --- WHATSOEVER.
DESIGNED BY
4 0 CITY OF WINSTON--SALEM vw5
.�
DRAWN PJR
BY: /L
V� SCALE
1" = 40'
- O DATE 6/24/08
0
_ I ES DIRECTOR DATE
APPROVAL BY THE UTILITIES DIRECTOR OF THE WATER AND SEWER INFRASTRUCTURE DEPICTED IN P - 2
THESE PLANS DOES NOT CONSTITUTE APPROVAL FOR ANY OTHER PURPOSE THAN THAT SET FORTH
IN SECTION 64 OF THE WATER SYSTEM POLICY AND SECTION 36 OF THE SEWER SYSTEM POLICY OF
70 IT - THE CITY/COUNTY UTILITY COMMISSION, TO THE EXTENT OTHER PERMITS, LICENSES, PERMISSIONS
(} 8 0 OR THE LIKE MUST BE OBTAINED TO COMPLETE THIS PROJECT, SUCH ARE SPECIFICALLY NOT /�
U t 00 GRANTED BY THIS APPROVAL AND MUST BE OBTAINED BY THE DEVELOPER -NO/OR HIS DESIGNEE. 12 7 2 2__ -T
11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
20+00 21 +o0 22+ 00
__ PROJECT NO. E— 1027

KRISTorER RIDGE D R.
E SHE ET P—
Tb
'ell 4l 6
�6
6" DI WATERMAIN
5' OFF EOP, TYPICAL i$1.99.
w c
1 ~i ' c '' 43
LOT 5 a
a
c7 z > 8 20, 222 S. F, ± 8 p $ m
O �
I 0. 464 Ac +
Fri
� DQc to o I I I LOT 6
LQT 4 Pi
N) I c 20 005 S.F. ± w r 29, 597 S.F . ± ! _ LOT 7
cP CA �� w c� _ 2I 204 .F.±
CD c� I I Q - 0.67 9 Ac. ± S U
N �I 0.459 Ac. ± - _
0 �' �' v I 0.625 Ac. ± w � s ° CEO
---� cv p '�' 8 fy •s. -..
cc) co � l I I I W
I
P � �
�) LOT 8
w � p UI 1� "l 1 - 6"x 6" HYDRANT EE
2 - 6" GATE VALVES 0.872 Ac. ±
W w a a O
I 1 THRUST BLOCKING
i OOx i=Y �,v U
rn
CD
98.40' 4,__j_,,L,fl_1ASEMlENf 4 C5� 1 N ____�-. - - P _-- _ 3 C6 �. _ 1 - 6"x 6" HYDRANT TEE 1 Q J
/ _ 6' Di ATER IE 5' OFF OF fO�� I•
I W -� C9 � i - 6" HYDRANT a v 2 z z o
}C1 00 �� 11+00— N 57`324 E 199.1 ' 12 �0 � Of � , !,� Ce THRUST BLOCKING �" PLUG ��m w �.�'i
`� CRI T LEE WC� �, =o�
50 PUBIC R/ ) 1 a a Z
� zoaomul
' UTILITY EASEMENT �I C16 0 1
03 CV 0. z
a W�Mz o 0
10�� O ¢aLoF.ua
�Q
o 1 - 6% 6" HYDRAN
TEE iQ ,6 r I ��� ``` � �ESSRaC!H,,'
a 1 .1S ,. ! CURVE DATA
PC Sta 1 -- 8 HYDRANT I CH= S71`27'08"W -
- --- - THRUST BLOCKING 1. 239.94
I A= 27`48'36" ��'`
.w � � ss
LOT 2 �' T= 86.65
2 c R= 3500.00' - `•'
20, 510 S.F. ± l £ L= 169.88' Cie s % o ' w s�,••'
1 WATER SERVICE 7YP. / rrrrriiri�s►'�
0. 471 Ac. ± � � 11 � � I
L0T 1 LOT 11 t
WATER SERVICE /P. 1 20,096 S. F. ± I I 21 , 168 S.F.± LOT 9
�s ` 0. 461 Ac.± LOT 12 0.486 Ac. ± 33, 195 S.F.± q� a
20, 0.762 Ac. ±
� 0 10 8 S.F . .i. W
0. 4-6 2 Ac.
LOT 21 onM
20, 834 S.F. ± \ \ \ LOT 10 `cso� Q Q z
0. 478 Ac. ± \ 25,940 S.F. ±
0. 595 Ac. ± q
GRAPHIC SCALE
40 0 20 40 $U < Z
sQ. 1 ♦ ��\ �� �' W C7 x w
g�, ``��' xo �y L 0 T 14 i 1 inch = 40 ft. [�,
�� . LOT 20 0
25 249 S.F. � 20,04-6 S. — o
, �. NO. DATE REVISION DESCRIPTION BY
0. 580 Ac.± / 0. 460 Ac. +-
H
\ 1 6/24/08 NEW LOT LAYOUT PJR w
KRISTQFER RIDGE DR
SCALE: 1"=40' f-�ORIZ.
910 SEE SHEET P-2
1 =4 VERB'.
0
W
O
O
-- 900
W o
o
�
x � �
w O
Lo
w ° w
a � Lj
_890 a w1114 ill
co
LA �
Y 0
- o
U Ir- -
APPROVAL OF THE WATER PLANS GOES NOT
CONSTITUTE APPROVAL FOR CONSTRUCTION.
_ I _ APPROVAL OF CONSTRUCTION MUST BE IN
(� fl FORMAL WITTEN AGREEMENT. FAILURE TO OBTAIN FILENAME
SUCH AGREEMENT PRIOR TO BEGINNING OF
- - - -- - CONSTRUCTION WILL RELIEVE THE CITY OF ANY
1 p FINANCIAL PARTICIPATION IN THIS PRO ECT
o _ WHATSOEVER, DESIGNED BY
880 - - - - — ITY OF WINSTON--SALEM VWS
DRAWN SY
�:. A - - aY: PJR
far
- ^UTILITY D,E579N dER8Q ED
W 1" = 40'
DATE
-- --- -- 6 24/08
SHEIFT
U LITI DIRECTOR DATE
_ APPROVAL BY THE UTILITIES DIRECTOR OF THE WA AND SEWER INFRASTRUCTURE DEPICTED IN P - 3
THESE PLANS DOES NOT CONSTITUTE APPROVAL FOR ANY OTHER PURPOSE THAN THAT SET FORTH
IN 5ECTTON 64 OF THE WATER SYSTEM POLICY AND SECTION 36 OF THE SEWER SYSTEM POLICY OF
THE CITY/COUNTY UTILITY COMMISSION. TO THE EXTENT OTHER PERMITS. LICENSES, PERMISSIONS
870 - - - OR THE LIKE MUST BE OBTAINED TO COMPLETE THIS PROJECT, SUCH ARE SPECIFICALLY NOT 2 2--- 4
GRANTED BY THIS APPROVAL AND MUST BE OBTAINED BY THE DEVELOPER AND/OR HIS DESIGNEE.
9+ 00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+ 00 19+00 20+00 21 +00
PROJECT NO. E-- 1027