SW4230601_Plansheet - Cover Sheet_20240209

NT OF
_��° NORTH DDIIVISIONOOFAHIGHWAYY-STANDARDTRANSPORTATION 10' U E WINSTON SALEM" FORs� COUNW N01Es OVERALL SITE AND
�0' . .
GENERAL: UTILITY PLANS
Z01 04. f f 50' 1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION.
RIGHT OF WAY BRENTWOOD PARK
2. ALL EROSION CONTROL DEVICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MOST
CURRENT STANDARDS OF THE LAND QUALITY SECTION OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL
Qc�� 30 �c TERRAIN MAX. SLOPE 6' z2' 6' S' -1001.2' S' QUALITY, DIVISION OF ENERGY, MINERAL & LAND RESOURCES. PHASE
(^�
N RkCQNe �= o00 LEVEL 2:1 SHOULDER PAVEMENT SHOULDER DITCH mEW 3. STABILIZATION STONE UNDER PIPING TO BE PLACED AS REQUIRED BY CITY INSPECTOR WHEN CONDITIONS WARRANT. ,K1JE 9
"BRENTWOOD PARK" ROLLING 2:, BRENTWOOD PARK LANE BC So, HILLY 1-1/2:1
J�� es �� 1/4"I�• 1/4"!FT• 4. AS A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY
P.B.SECTION
162 1'/Ft 1"jfT' SLOPE
tea`" a 3:1 * AND/OR EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED AND MULCHED IMMEDIATELY UPON SPRUCE .PINE COURT
o°� aUSy�N o P.B. 56 Pg. 166 SLOPE COMPLETION OF CONSTRUCTION AS FOLLOWS (APPLICATION RATE PER 1,000 SQUARE FEET): DEVELOPED BY
9 z 52 1 1' BOTTOM WIDTH VARIES TYPE I SEEDING (LAWNS OR OTHER FOCAL AREAS)
P,F w 6062 1' MIN, SEE SHEET 7)
m W LOCAL RESIDENTIAL ROAD I 100 lbs. OF LIME O '( '� C
SPRUCEPI E DR V� � "BRENTWOOD PARK" 20 lbs. OF 10-20-20 OR 20 lbs. OF 10-10-10 IN COMBINATION W/ 4 lbs. OF 0-46-0 BRENTWOOD RH, LLL�
SECTION 3p � WIDM $ '� ` 8 ' IM �PRp� BY THE 6 5 lbs. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
W. ROLLINGWOOD E. ROE-INGWOOD wr` `'�. �QO P.B. 55 P 174 1�! DISTRICT ENGIIfl= CONSME II�IG AWAGENT LAND �TM
t BETHANIA TOWNSHIP F'ORSYTH COUNTY
f 1 lb. OF KENBLUE OR KENTUCKY BLUEGRASS
W f \ .A P.B. 56 Pg. 157 4' 2 OR ABC 9 11b. OF WINTER ANNUAL RYE (NOVEMBER 1 TO MARCH 1) RURAL HALL, NORTH CAROLINA
Vicinity M as r.'� --� \ \ q $- CA�C JOB #,/�2020090-A
{� TYPE II SEEDING (GENERAL OR LOW MAINTENANCE AREAS) 7t
NTS , MARCH, 2023
"BRENTWOOD PAR 100 lbs. OF LIME
eL. f t, �►� \ / SECTION 3 NCDOT NOTES: (APPLIES TO ALL SHEETS) 15 lbs. OF 10-20-20 OR 15 lbs. OF 10-10-10 IN COMBINATION W/ 3 lbs. OF 0-46-0 I OWNER/DEVELOPER
\l P.B. 55 P 174 4 lbs. OF TALL FESCUE, CONTAINING A BLEND OF 2 OR MORE TALL FESCUES
"BRENTWOOD PARK" 9 1. NEW ROAD WILL BE CONSTRUCTED TO N.C.D,O.T. STANDARDS, INCLUDING BRENTWOOD RH, LLC
I SECTION 1 P.B. 56 P . 157 DRAINAGE STRUCTURES AND PIPE, AND WILL BE A PUBLIC DEDICATED ROAD. 1 Ib. OF F GER A MILL E ( (USE TO AU I AUGUST
SEED AUGUST 15 TO FEBRUARY 1)
'W' f g 3705 -A WEST MARKET STREET
� ` 1 j4 lb. OF GERMAN MILLET (MAY 1 TO AUGUST 15)
�i� 2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE N.C. DEPT. 1 lb. OF RYE GRAIN (PRIOR TO MAY 1 OR AFTER AUGUST 15) GREENSBORO NC 27403
P.B. 45 Pg. 161 � ,
P.B. 56 Pg. 170 gam' F °p 0 LOCATE EXISTING STUB-OUT, OF TRANSPORTATION DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT [phone]
` ry OVE PLUG AND TIE-IN AND COMPLY WITH ALL CONDITIONS THERE-IN. ALL ASSOCIATED COSTS 5. SEEDING MIXTURES OTHER THAN THOSE LISTED ABOVE MUST BE APPROVED BY THE CITY INSPECTOR PRIOR
�TOX 6" W.L. 72 SHALL BE INCLUDED IN THE ESTABLISHED CONTRACT UNIT PRICE OF THE TO SEEDING.
APPLICABLE TIE-IN AND CROSSING. 6. PRIOR TO REQUESTING A FINAL INSPECTION, THE OWNER MUST SUBMIT RECORD DRAWINGS AND
f a � so I ``£ 22•n 64 3. THE CONTRACTOR SHALL PROVIDE FOR TRAFFIC CONTROL IN ENGINEER'S CERTIFICATION TO THE ENGINEERING DIVISION'S RECORD CENTER. THE OWNER MUST ALSO SHEET INDEX
k' CONFORMANCE WITH CURRENT N.C. DEPT. OF TRANSPORTATION SUBMIT THE CONSTRUCTION CHECKLIST TO THE CITY INSPECTOR.
24091 SF STANDARDS. THE METHOD OF TRAFFIC CONTROL WILL BE REVIEWED
p' o• 7. ALL WORK MUST CARRY A ONE-YEAR WARRANTY TO COVER ALL DEFECTS IN MATERIALS AND WORKMANSHIP. 1 OVERALL SITE AND UTILITY PLANS
/ 2g 1 BY REPRESENTATIVES OF THE N.C. DEPT. OF TRANSPORTATION PRIOR
m f Tf o TO ANY CONSTRUCTION ACTIVITIES WITHIN THE RIGHTS-OF-WAY. 8. PRIOR TO BEGINNING ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY, THE CONTRACTOR MUST HAVE A COPY Rai PLAN/PROFILE BRENTWOOD PARK DRIVE
. B ALL ASSOCIATED COSTS SHALL BE INCLUDED IN THE ESTABLISHED OF THE THREE-PARTY ENCROACHMENT AGREEMENT ON THE JOB SITE.
BEFORE YOU DIG! / f �MM �� o�� \� CONTRACT UNIT PRICE OF THE APPLICABLE TIE-IN AND CROSSING. 9. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST THREE (3) BUSINESS DAYS STA 0+00 - 9+71
CALL 811 / 1 f f g-, 4. PRIOR TO BEGINNING CONSTRUCTION, A MEETING WITH THE COUNTY MAINTENANCE BEFORE THE PLANNED START OF WORK. ANY WORK PERFORMED PRIOR TO NOTIFYING THE CITY IS SUBJECT TO REJECTION 3 PLAN/PROFILE SPRUCEPINE COURT
N.C. ONE-CALL CENTER / j ENGINEER SHALL BE HELD. FAILURE TO CONTACT NCDOT PRIOR TO
N� "€ n o ~ � BEGINNING CONSTRUCTION AND AFTER COMPLETING THE INSTALLATION BY THE CITY. THE CONTRACTOR SHALL CONTACT ENGINEERING FIELD OFFICE AT 336-727-2362 TO SET UP STA 0+00 - 7+00
IT'S THE LAW. f 2 cs �., SHALL MAKE THE ENCROACHMENT AGREEMENT NULL AND VOID, PRE-CONSTRUCTION MEETING AND INSPECTIONS 48 HOURS PRIOR TO ANY CONSTRUCTION ON SITE.
/ o' 4 PLAN/PROFILE SPRUCEPINE COURT
135 0 46.0 _ 102 .p ^� 5. ALL RCP PIPE WITHIN NCDOT PUBLIC RIGHT-OF-WAY SHALL BE CLASS III RATED. WATER AND/OR SANITARY SEWER:
6. ALL DITCHES MUST BE STABLE PRIOR TO ACCEPTANCE ONTO THE STATE SYSTEM. 7+00 13+70
20010 SF �,� 1. THE MOST CURRENT EDITION OF THE CITY OF WINSTON-SALEM TECHNICAL SPECIFICATIONS AND DETAIL
21129 SF �` On / o, o \ 7. THE 20 DRAINAGE EASEMENTS (D.E.) SHALL BE PRIVATE AND MAINTAINED DRAWINGS FOR WATER LINE AND SANITARY SEWER LINE CONSTRUCTION WILL GOVERN ALL WATER AND SANITARY 5 PHASE 1 EROSION CONTROL PLAN
'0.9tr \10 BY HOA AND WILL NOT BE MAINTAINED BY N.C.D.O.T. SEWER CONSTRUCTION. 6A PHASE 2 EROSION CONTROL PLAN AND
co zyF+ 1 O1 2. WATER AND SEWER CONNECTIONS SHALL BE BESIDE EACH OTHER AT THE CENTER OF EACH LOT OR AS DIRECTED STORM DRAINAGE PLAN
`V BY THE ENGINEER. CONNECTIONS ARE TO BE SPACED NOT MORE THAN 30" CENTER TO CENTER AND HAVE WOODEN
27 w s 20155 SF �ry� ~� STAKES PLACED ON EACH SIDE. STAKES SHOULD BE FLAGGED OR PAINTED FOR VISIBILITY. ORANGE SAFETY 6B POST CONSTRUCTION AND FINAL GRADING PLAN
Line BearingDistance Y f "� CONSTRUCTION FENCING SHOULD BE PLACED AROUND THE CONNECTIONS TO PROTECT THEM DURING LOT CONSTRUCTION 7 EROSION CONTROL AND STORM DRAINAGE
46.0' I o I 46.0' g ACTIVITIES. WATER AND SEWER CONNECTIONS SHALL No BE PLACED WITHIN A DRIVEWAY OR SIDEWALK. INFORMATION/CALCULATIONS
(, ry �
L1 S 59°-44'-50" E 50.28' a 134 o o o 100 ' 3. DENSITY TESTS BY AN INDEPENDENT TESTING LAB ARE TO BE MADE AS DIRECTED BY THE CITY INSPECTOR
L2 S 84°-27'-23" E 4.42' ° ¢ .. 40 I t " 1 O3 4 4 / AT THE OWNER'S EXPENSE. 8 EROSION CONTROL DETAILS
L3 S 23°-46'-27" W 34.32' z 20004 SF o 9tr o'str 4. PRIOR TO REQUESTING FINAL INSPECTION FOR WATER AND/OR SEWER, THE OWNER SHALL SUBMIT RECORD DRAWINGS, 9 WATER LINE STANDARD DETAILS
L4 S 16'-11'-05 E 25.29' GIS DATA CORRESPONDING TO THE RECORD DRAWINGS AND ENGINEER'S CERTIFICATION TO THE ENGINEERING DIVISION'S
L5 S 49°-29'-23" E 27.65' _ N 23050 SF LIMITS OF RECORD CENTER. UPON APPROVAL BY THE RECORD CENTER, OWNER MAY REQUEST FINAL INSPECTION FOR WATER AND/OR 10 NCGOl CONSTRUCTION GENERAL
DRAINAGE MAINTEN CE gg
L6 S 35°-5l'-52" W 46.86' - ,-- - ACCESS EASEM T f SANITARY SEWER. OWNER SHLL THEN SUBMIT THE SIGNED CONSTRUCTION CHECKLIST FOR WATER AND/OR SANITARY SEWER PERMIT REQUIREMENTS
L7 S 21'-49'-33" E 26.48' f 15' U.E. LOT 133 TO THE CITY INSPECTOR.
L8 S 42°-43'-39" W 24.72' w 5. A LETTER OF ACCEPTANCE WILL BE ISSUED AFTER THE CONSTRUCTION IS INSPECTED AND AFTER THE DEVELOPER PROVIDES LOT DIMENSIONAL REQUIREMENTS AND SPACING OF STRUCTURES. THE LOT AND
L9 S 81°-02'-38" W 24.72' �\ 46.0'
o ~F1 RECORD DRAWINGS, GIS DATA CORRESPONDING TO THE RECORD DRAWINGS, ANY NECESSARY EASEMENTS IN A FORM SETBACK DIMENSIONAL REQUIREMENTS OF THE ZONING DISTRICT FOR INDIVIDUAL
L10 S 26'-49'-32" W 9.71' 26 133 o I L_
N � 4670 - -� f 98 SATISFACTORY TO THE CITY) AND PROOF OF PAYMENT (INDICATING WATER AND SANITARY SEWER COSTS SEPARATELY, LOTS WITHIN THE PRD ARE WAIVED EXCEPT FOR A MINIMUM TEN (10) FOOT
L11 S 52°-52-15" E 15.43' 0 BUILDING SETBACK FROM PUBLIC RIGHTS-OF-WAY AND PRIVATE ACCESS
00+' ry ~ EXCLUDING CONNECTIONS COSTS, ALONG WITH AN ITEMIZED BREAKDOWN OF THE ACTUAL COST OF INSTALLED MATERIALS).
L12 S 68°-22-45" E 35.39' b 20029 SF O'911 o 0 104 SEE SECTION VIII OF THIS DOCUMENT FOR SAMPLE EASEMENT FORM AND PROOF OF PAYMENT DOCUMENTS. EASEMENTS. MINIMUM DISTANCES BETWEEN TOWNHOUSE AND MULTIFAMILY
L13 N 85°-11 -25" W 29.03' ¢
z `' CURB OUTLET SYSTEM / STRUCTURES SHALL BE THOSE SET FORTH IN SECTION 3-1.2(K). MINIMUM DISTANCES
L14 S 30°-07'-29" W 15.40' 00 j BETWEEN SINGLE FAMILY, DUPLEX, AND TWIN HOME STRUCTURES SHALL BE AS
�v o'9tr 3518 SF SEE SHEET 6B M f
L15 N 88°-50'-50" W 8.00' ( ) H° o0 97 FOLLOWS:
L16 N 89°-31'-31" W 9.66' l ly "BRENTWOOD PARK" NOTES: (a) FRONT OR REAR FACING FRONT. THE MINIMUM DISTANCE BETWEEN THE FRONT
L17 N 3°-36'-18" W 50A8' WALL OF ONE STRUCTURE AND THE REAR WALL OF ANOTHER STRUCTURE, OR THE
L18 N 6°-04'-03" E 30.78' L, s s9, SECTION 4 1. THIS IS NOT A SURVEY. THE INFORMATION SHOWN ON THIS MAP WAS FRONT WALLS OF STRUCTURES ORIENTED SO AS TO FACE EACH OTHER, SHALL BE
25 0 • 132 46 0 0 46.0 s2:2s• P.B. 55 Pg. 173 96 1 TAKEN FROM DEEDS, PLATS, AND LIMITED FIELD WORK. NOT LESS THAN THIRTY(30) FEET FROM ONE ANOTHER.
/ 2. NO ATTEMPT WAS MADE TO LOCATE ANY UNDERGROUND UTILITIES. (b) REAR FACING REAR, DWELLINGS ORIENTED BACK TO BACK SHALL BE SUBJECT
3. ALL CONSTRUCTION TO CONFORM TO CITY OF WINSTON SALEM/FORSYTH COUNTY TO THE FOLLOWING PROVISIONS:
b 20168 SF o 9tr A ( 1 O5 s s AND NCDOT STANDARDS AND SPECIFICATIONS. (i) THE MINIMUM DISTANCE BETWEEN REAR WALLS OF THE DWELLING SHALL BE
00 0 9tr 9�s3; 4. 10'x70' SIGHT EASEMENTS WILL BE PROVIDED AT ALL INTERSECTIONS. NO LESS THAN THIRTY (30) FEET.
N '4 I 20520 SF >>• (ii) ACCESSORY STRUCTURES SHALL ONLY BE PERMITTED IN THE INTERVENING
"' VVV F 5. PUBLIC STREETS TO BE BUILT TO NCDOT STANDARDS. SPACE BETWEEN PRINCIPAL DWELLINGS ORIENTED BACK TO BACK OR TO THE REAR
6. A DRIVEWAY PERMIT, AND GRADING PERMIT WILL BE REQUIRED°
YARD OF THE PRINCIPAL DWELLING PROVIDED THE ACCESSORY STRUCTURES MEET
LL 7. HOUSE LOCATIONS ARE APPROXIMATE AND MAY VARY IN SIZE AND LOCATION. THE PROVISIONS OF SECTION 8.3-1.2(F) AND (G){L}. ANY ACCESSORY STRUCTURE
46.0' MEETING THE REQUIREMENTS OF SECTION B.3-1.2(H) SHALL BE LOCATED A MINIMUM
24 1 131 J p 46.0' AREA TO BE UTILIZED N OF SEVEN (7) FEET OFF THE SIDE PROPERTY LINE AND TWENTY (20) FEET OFF THE
4 FOR INDIVIDUAL LOT a 95
W � � REAR PROPERTY LINE.
i 0.9� ;9 0 1 O6 SUPPLEMENTAL SEPTIC DRAIN o (c) FRONT FACING SIDE. THE MINIMUM DISTANCE BETWEEN THE FRONT WALL OF THE
20147 SF s ¢ FIELD AS DETERMINED BY STRUCTURE AND THE SIDE WALL OF ANOTHER STRUCTURE SHALL NOT BE LESS THAN
z Cd o'str 20520 SF SOIL SCIENTIST. 's, FOURTEEN (14) FEET.
cv CD - - / (d) SIDE OF REAR FACING SIDE, THE MINIMUM DISTANCE BETWEEN THE REAR OF A
o - 1 �, STRUCTURE AND SIDE OF ANOTHER STRUCTURE, OR LESS THE MINIMUM DISTANCE
- IC., .� BETWEEN THE SIDE WALLS OF STRUCTURE, SHALL NOT BE LESS THAN TEN(10) FEET
- DER a PROVIDED THAT NO BAY WINDOW ENCROACHMENTS BE ALLOWED FOR BUILDINGS
13O o 46.0' o I r{ 46.0' 20' ACCESS EASEMENT \ w w. CLOSER THAN FOURTEEN (14) FEET.
23 4 \ � o (i) FRONT LOADED GARAGES. ALL FRONT LOADED GARAGES SHALL BE SET BACK NO
tr o o TO SUPPLEMENTAL LESS THAN TWENTY (20) FEET FROM PUBLIC RIGHTS-OF-WAY OR PRIVATE ACCESS
107 SEPTIC DRAIN FIELD sa, EASEMENTS.
20204 SF a s� WETLANDS M
00
0 9tr 20520 SF '
ZONING
r. WETLANDS
} S 88'-1L-50" E N 89'-35'-28" E WETLANDS EX. ZONING: RS-20
\ PROPOSED USES: RESIDENTIAL BUILDINGS, SINGLE OFF STREET PARKING (if applicable)
l i f /- 4._ FAMILY PROPOSED USE:
M o 46.0' 46.0' 1 Q$ / 1 --"� \ - TYPE OF REVIEW REQUESTED: STAFF CHANGE
"BRENTWOOD PARK" , 129 d v ` ,_ _, ,_ PARKING CALCULATIONS: SPACES/
1 1 O *t ,r WATER SUPPLY WATERSHED: NONE PARKING CALCULATIONS: SPACES/
SECTION 1 20208 SF °°gig ( ¢ �\ \ "`� TAX MAP Nos.: 6829-88-8773
o'str f ¢ 20520 SF \\ y0 �t�Q _
P.B. 45 P 161 0 f '� REQUIRED PARKING: SPACES
P.B. 56 Pg. 170 z o I, o•�tr 22230 SF __ �- - _ F,���c�'' _ r, ` ` PARKING PROVIDED: SPACES
_ LIMITS OF 848 LF SIRE \ J l DEED REFERENCES: DB 3576-2409
VEGETATED BUFFER AV
4' _
t�D ( N o 40.0,0 111 (TYP.) G WIDTH 0.08 q --''�~ `" ` SITE SIZE AND COVERAGES
++ / OFF STREET LOADING (if applicable)
I TIE INTO �'� o 46.0'o M M 20' PRIVATE 113 114 -� / CURB OUTLET SYSTEM TOTAL ACREAGE: 23.9 Ac.t
COMMON ELEMENTS REQUIRED: N/A PROPOSED LOADING/UNLOADNG SPACES:
a EX. ROADWA 21 \ 128 1'; a•otr 109 D.E. 36.0 44839 SF 112 115 (SEE SHEET 66) I COMMON ELEMENTS PRO LOADING UNLOADING SPACES PROVIDED:
24544 SF PROVIDED: N/A
o SITE COVERAGES:
Q'r ,a'str oa+e WATER o 25188 SF , SIZE: FT. X FT.
20090 SF b 36 20921 SF 33958 SF
SERVICE 21489 SF 3s.o o ° 24249 SF r� 117 BUILDING TO LAND: 13.8 % (3.31 AC.)
- - - - 10' U.E. o �, 3s.a
(TYP.) o /' ` ' PAVEMENT AND
TYP.) J o BUFFERYARDS (if applicable)
W - - 3 0 0 o f 75503 SF 30, ' SIDEWALK TO LAND: 6.3 % (1.50 AC.)
6,0' 36.0 0 trtr ,0'trtr 0 trtr o +
o a, tc,,• % ISA 20.1 % ADJOINING ZONING: AG / RS-20-S/RS-20
- o _ \\ \ " o o m °�' o f/ LIMITS OF V�U FER 1 OPEN SPACE: 79.9 % TYPE REQUIRED: NONE
totWIDTH PROVIDED:
a - `b"+6 - i� Ri � t.0UR� ow 3s.o' o o'tt - 1 = DRAINAGE MAINTENANCE J 100% FENCE OPTION: YES �_NO
EX 6 W.L- 6 D.l. W.L. d ACCESS EASEMENT 5' BUILDING SQUARE FOOTAGE: 4000 SF/LOT
Io' m cn o m BUILDING HEIGHT:
APPROXIMATE HOUSE o w
LOCATE EXISTING STUB-OUT, W
REMOVE PLUG AND TIE-IN 44.0' 44.0' 15' U.E. LOT 12 \ l C. LOCATION, TYPICAL DENSITY CALCULATIONS if appiicable
To Ex. s W.L. N o 44.0 °°° s w • ( ) Lo< U J INFRASTRUCTURE
44.0 44.0' _ SEE NOTE 7 ` 4. `� Q d WATER. 2462 LF (° -.
PUBLIC:
20 rn q - 'g �y \- o -+ - w w v m o SEWER: NUMBER OF UNITS: 36
o d o � b (c o rn o 6 Q o g o - f ¢ STREET- 2493 LF
OPEN SPACE QUOTIENT:
o L. n_ o� � � PUBLIC: DENSITY: 1.5 DU/Ac.
z I 44.0' 44.0' 44.a' 44.0' f / Ln z Q o . OFF SITE STREET: 218 LF PUBLIC:
co z 44.0' 36.0' o A6Q ALONG / N
Iw o _ ;.,,_.,.. ,•,.Y:.n,...-.. ,... :m. 37 LF z `t WATERSHEB
STREAM RUNS j
} 126 44.0' 44 0 PROPERTY LINE 5
a 0 5' WIDTH ON SUBJECT /f \ w J o UTILITY DESIGN APPROVED
20' U.E. ° m Ire � o z RIVER BASIN: ROANOKE
W 127 125 124 123 36. ' I o �, LOTS 119-121 PROPERTY FOR A TOTAL j o o � 0- ¢ STREAM NAME: TRICK-UM WATER & SEWER
22148 SF 20198 SF 20215 SF 20219 SF 122 R �' OF 0.06 AC ( d / O48 Y m STREAM INDEX: 22-25-5-1
20172 SF I A 44.0' 44.0' 120 36.0' 118 $�fiFERT�o U = CLASS: C UTILITIES DIRECTOR DATE
1 g l `i 20804 SF " o
119 WATERSHED REQUIREMENTS: NONE
121 20195 SF 20757 SF `� , Approval by the Utilities Director of the water and
Z 49695 SF ` sewer infrastructure depicted in these plans does not
134.25' - 20069 SF constitute approval for any other purpose than that se
forth in Section 64 of the Water System Policy and
- N 88 _44 W N 8 -47-5 - - - 110.25' 6D. ' 109.86' Section 36 of the Sewer System Policy of the
_ N 88'-51-:: W N 5 w N 88'-50-33 W - - 169.00' �'` yg Y
- - - - _ - ( City/County Utility Commission. To the extent other
_ \ permits, licenses, permissions or the like must be
obtained to complete this project, such are specifically
18 TIE INTO EX. - - - not granted by this approval and must be obtained y
ROADWAY PAVEMENT x by the Developer and/or his designee.
a
` 93 Approval of these water & sanitary sewer plans does
92 9� not constitute approval for construction. Approval
90 gg } Ito
of construction must be in formal written agreement.
Ngg 1 g7 } 86 } Failure to obtain such agreement prior to beginning of
� ` r construction will relieve the City of any financial
"PINEBROOK VALLEY" `� 85 participation in this project whatsoever.
SECTION TWO Qy "PINEBROOK VALLEY"
PB 26• Pg 31 I �� SECTION TWO CITY OF WINSTON SALEM
LO ATE EXISTING STUB-OUT, PB 26,Pg 31
BY:
RE OVE PLUG AND TIE-IN
TO Ex. 6" W.L. I 80 40' 0 80 160 CA
:`'�a4� •••••••R i' JAMESTOWN ENGINEERING GROUP, INC. SHEET No.
- - -_---- - � ' Ex. 6" W.L. - _ SCALE: 1" = 80' •• ES
�••
;'Q ;°� CONSULTING ENGINEERS
_ SA =
_ 117 E. MAIN STREET
_ 11 P.O. BOX 365 aCq
-- �N
E. ROLLINGIPOOD CR. Er
JAMESTOWN, N.C. 272829; ' � � Inc. Telephone [phone] 8N
.��'F� W. ••�R`�C`�,;, 'd'°Z, DAN®JAMESTON�NENGINEER NG.COM