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E ■ - 1 °D `° 1 -0 ti v� 7 c� 11 Z O a 1 I \ems J J / C� E G�' \ <v 8 C 0 I ♦ \ Z~ I Ev E rr1,l F \ f CEO a9'�c, o N 10 )> ♦ L ✓/ /� f E �� \ p .00 Z1 d' 77 E E E�-vE E �• 1 n N i�D � � � I "• N � ♦♦ 1611 � a I o /A O a I � 1/ • ,i 9_� � �1 E III I I I a O 1 �08311077 ON 5o`UTroN m � s SN°, CALI STREET MH -5 TO SSMH # 10463 o 501 R/W (PUBLIC STREET) 0 ROADWAY PROFILE 9+50 TO 15+00 o STORM DRAIN 9+50 TO 12+00 PROJECT NAME 100 100 95 95 VILLAGE AT LOW POINT ELEV = 85.46 ROCKFISH LOW POINT STA = 10+77.02 PVI STA = 10+52.02 PVI ELEV = 85.59 PHASE V 95 A.D. = 1.54% 95 90 M 0 90 K = 32.53 HIGH POINT ELEV = 84.95 o r 50' VC HIGH POINT STA = 11+79.10 0 (VARIABLE LOT) PVI STA = 12+04.10 � o LOW POINT ELEV = 83.75 o PVI ELEV = 84.82 -LOW POINT STA = 13+07.52 w o+ A.D. _ -0.57% PVI STA = 12+82.52 _ 1 N z Do II J K 50' VC 9 PVI ELEV = 83.98 (o 1 0 _ o A.D. = 0.12% N I Lo n n 0 w-00 u)o K = 428.09 (o ,� I = o ai CO o N o N w o0) 50' VC ..N`j N of �I N O �_� ou c°'o� O�0(moo (Oo� 90 a =�� _ �� of o 00 90 85 Co 0In �0�zo =00 cli 85 g+ �� 00 O NCI Lf7 N a p C5 _+� > N+�»> V) O O 0) 00 = N �Or N 0_ O O Lr) O O 0 (0n 0o0 0� r o... 4 - Ln�00Z ZO ADJUST RIM ��� �� NO 0� o 0(0o II II =(+off»> NEW ELEV: 86.18' 1 c.Lc�iozzo n LO� - No �� � frzzz _ CALI STREET & _O o I > n Do 't Q > _ -2.04q° 0 zzz i D°o 0, c��z Lc��� N w - � _ - - � - - -0.50% ��z N°°zo > �+�>> 0 85 80 80 SEWER 85 � � -1.07% � z z EXISTING BLOW OFF & WATER- PROFILES MAIN TO BE REMOVED BACK -0.95% TO PROPOSED TIE 3X18" CLASS V RCP of o 80 -LOCATION EXISTING 8 C900 PVC 80 75 2" SDR 21 PVC 75 8" C900 PVC WATER LINE 2" SDR 21 PVC off' CLIENT Lo �.. } 01 o 26 LF 8" DIzz m *CONTRACTOR TO VERIFY LOCATION o °° CENTERED N -& DEPTH OF EXISTING WATER LINE 0 z _o N UNDER STORM t PRIOR TO INSTALLATION OF PROPOSED z o m n w o0 o M F- {; 0 WATER LINE �� N m za; �� 0 (� SIDS MILL N + b o—• L0 0) q'3 W O N + In+ !n + N 00 N Li.l N o LF..®..0.50 .............: 75 Q ,� M 75 70 W J ... :.:.:.....:. ......... . . . . 6 PVC:%z;>:;?>`;;»>'.`.:: ,,.; LLC PROPERTIES, o 0.51%.8...SDR..2.,. ...... . . w 00 N X + 00 00 00 ^ m r >r 48.62 LF @ 6.51% 8" SDR 26 PVC >m +-M o � 0] + N NM N M 8000 Corporate Center Drive 70 70 65 65 Charlotte, North Carolina 28226 Phone: (704) 877-1178 PROJECT INFORMATION 65 - - - - - - - - EXISTING GRADE 65 60 60 FINISHED GRADE DESIGNED BY: CALEB 0 4" CO @ STORM CROSSING DRAWN BY: CALEB 0 4" CO @ WATER CROSSING NOTE: CHECKED BY: SCOTT a 1. 42" MINIMUM COVER TO TOP OF WATER LINE - - - - - - - - EXISTING GRADE 2. ALL STORM PIPE TO BE CLASS III RCP UNLESS FINISHED GRADE PROJECT NUMBER: 2050 o OTHERWISE NOTED. N 60 60 55 55 DRAWING SCALE a co Ln M - O N rM M M f` N M to N p Ln M cc fl n �j co ro r7 � M oo N M n L co coC co co coco co ooM ooM � oo oo00 oo0 � co � co co co HORIZONTAL: 1 =40 VERTICAL: 1"=4' a Z 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 DATE RELEASED o N GRAPHIC SCALE s ao 0 20 ao ao 160 MAY 6, 2024 J U Q ( IN FEET ) SHEET NUMBER o 1 inch = 40 ft. N 7 N N N NC -501 o a` a