SW5230802_Plansheet - Grading/Drainage Plan_20240612

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E_a/rr'st I� II Ij OFFSITE: „•r r GaC
-ff='u 103950 SF DRAINAGE AREA. 6
Si[er City �r Sifer Gq- Sif�ee City . II 5iCer City =�„ i =
(11260 SF IMPERVIOUS) d
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► rrr sr Y4, SITE S9ge A[a[1 y ITE - _ y G
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b.ate ti ROBERTO ORDONEZ✓UAN 1 z =: c$L rF' [
TUNA ALONZO FRANNSCO
5
- __ - `` C'''[ ti •k' •n �� .y f y •< ORATHAM HAH/TAT FOR HUMAN/TY
As"f6 PG 129
IiI� �20 " Ch A - 5 r .� co
cy"
r .'s, ++.. ►' o` r, o' A#. . PARCEL 70750 ` P5 T9z9 nn "SOILS"
5 5 7 9) 7 ` � •.• r \�o° ° J '
_ PARCEL 70067 JESUS A,7ET LANO SERRANO N R C S S 0 I L S MAP. APPROX. 1 = 8 0 = =-` •• �- �: v P 'TF° o
- Zoned R10 1 9 JCL ; ku,.C� = Q � �� o � =
Sller City .- <Ier.C�t]f .- a1 Sifer City, ' r "R'i \` f d v�.s 2 : ='Z°°2 00
I P.A 27,PG 19
jjU
PARCEL 62040 -w t
LEONAROO ARELLANO AVRA ••. �_: ° , \
Zoned R10 I • +� �, 4� ° p3� °\� .
* ► p V SWALE NO. 1 TEMP. LINER / d " ram O �v
(- ROSAL/NA SERRANO ORT/Z °o
I -f rt -i+ Y �i ( �j \ 9.a,7e7,PG 771 f, . •� °
i ,I \i I / `� 4r ar ► ++\ - PIPE 1. 18" DIA. - °.�� r. _ _� � _ � ,. r� V SWALE NO. 1A
INV. IN: 629.36 / Zoned R10 'D I"'
LOCATION MAP N TS INV. OUT: 629.00 TEMP. LINER
DISSIPATOR: I ` ME
10'L X 11.5'W X CLASS B HWRANT — — — — — —
TRAPAZOIDAL SWALE NO. 2 o� — —
10' BOTTOM WIDTH (REMOVE OLD PIPE) —
o wv
/ TEMP. LINER — GE — —j EDGE OF ASPHALT
—f- — ...................................
�9 Pcajtr
::';; ::; ' ::::; : : :; ;: GRA AEN sTREET
I / I FORMERLY NINTH STREET � P.B. 27, PG. 19 �
EXISTING 4�PRIVATE ASEMENT <` ::::: ::::::::::::: :.P:.....•:•:YR.. •::R/PE
Zoned R 1 0 P.S. 95-219 , :. :. '::: ':' .:
/ � �� 86b63 E "" VATlF1Al::::636.I19..(NAVD88)
EE'IPTREELINE TO REMAIN a - ` z Q z
277.80' TOT,4L o Q-�p � . :. : o
N 88V1 46" E L �� 1 1 �:.. . ..` :? : : :? : Zoned R10
�\ > ,- - - --- `® ::;:;. „V"SWALE NO. 4 SEED & MULCH J
EIP
Z EIP \\ 19 .7 54 Oak
HP .10'ABOVE STREET ELEVATION @ EACH DRIVE.
sue\ \ \� 1 \ \\ . \ \\ ... .. � '•-• :•. fnn
r.r:
\ \ � FORTING ARELLANO OCAMPO
ROW Set ack(VARIES) \ \ . :. .
\ ) \ 61 \ �'; •` 1 PDLAR OCAMPO / A
.1 PA 27,PG 19 1 27 ( 1
\� \\\ \\ \ \\\ \\ \\�_ r /�i \°° \ .... �\ rn 24• PARCEL 64747 �� w
\ \\ 24 Gum I \ \ \ \ \ K \` \ `�r0 /'. '. 5 :::::>z... /
EIP \ \ _ \ 1 — r— DEMO TREE 0
\\ 1 1 -y, G/STA ING 3O° �' Zoned R10 '� - l�
\ \ 1 20 Cum-Twin \ \ \ ..... .... .....\.'.
\ �X \ _ �� t EA FOR PHASE 3 \ nj �'.... . .. ........ . �\ - TOP OF IRON PIPE v O
c,• \ \ \ __ 2S\ - --- -- r03 \ t...... .... �,, ELEVA770N= 634.14'(NALU
VD88) m
u+. \
PIPE 2. 18" DIA. \\ Pg�G 66 \ N s;....... `::::: „V" SWALE NO. 5
LEGEND: EIP \ \ \ \ \ \ C,
INV. IN: 624.12 Q \ �� :. :. SEED & MULCH N
\ \ \ \ INV. OUT: 624.00 \\
\N
J625---- c'� \ \ O\ \� `\ X \\\\ \`\__ DISSIPATOR: I /2 " \\ \� \` \ 0 \\ o,00-- - �� 0 � W
a \ \ \so"oa[-rwi7, 10 L X11.5 W X CLASS B _6 4___ _ \ \ 1.00 ` z '~ 0
EXISTING - \ \ 6 \� o
... . .. .. �y
lc�
`s \\ \\ TRAPAZOIDAL SWALE NO. 3 - 30" k l ) FF \ \ -r30- '`''`'`' O LL —
�� � \ V \ • A \ t+� :...• / A T A, S/N I/ESTORS, LTC
` \\ 10' MIN. BOTTOM WIDTH TO OVERLAND FLOW `\ \ \ N 1 22 1 PR 11 PG,W9 C9 z� 14
\ TEMP. LINER ---62 ------ _ �� \ I \\ \s �� \\ i.`. :. \ z �n z. 0
3,280 SF EXISTING IMPERVIOUS TO BE DEMOLISHED E/p \ �s \ 0 - ® PARCEL 63465 �r c� I N Q
\ \ I 0 �•s o ` cn o J W
�fo _ X pCica N — I-I-I J
6 384 SF NEW IMPERVIOUS DRIVE AND WALKS \�\ LIMITS OF I l 3sG�[ �� \\\,/ �\ F T;\` ti \ �"�- SEED AND MULCH ALL w ``� m —
' \ \ `\ DISTURBANCE ------ -- ` \ \ \\\ �\ - : :�.. ::...: DISTURBED AREAS Q
sly do V A 3732 XC V 7 \� . A V • �� _ .. .. — 4 Q
��,wCLNTESAREV/NEASEAE-0yv (2.36AC.) L__- A \ vvv vi i _ °66 Z C) L1_I
F6
❑ 12,672 SF NEW IMPERVIOUS ROOF � �\\ \`\ \�,�\ \�\\\ �—'----s21�-- _ \ G� \ \\\ \�` \ \\�\\ F � �� _�_"6 -- \ � Zoned R10
7,062 SF NEW GRAVEL PARKING AND WIDENED DRIVE Elp _ <'. . _ J
\ \ CLASS B EROSION 6` \ /x/ �- s2 — a 0
\ ` ` FF \ 1 .s �o V SWALE NO. 6 SEED & MULCH ` ~ LL_
\ \ CONTROL STONE \ �\ ® _
` \ (EXTEND 4' PAST \ \` \ _` �^ Q z
2 465 SF NEW GRAVEL WALK ��o�_ �\ \`\ BbiTOM OF SLOPE) "I SWALE N0. 4A \ \\ / �'\ ` - ��- ?;. _
❑ >t. 6, \ \\ \ \\ I TEMP. LINER \ \\ \. 300 zr.00 �- o_ DRIVEWAYS SHALL BE ` U 3�:/ �� \ \ \\ \ F 6► ® % o• c� m EMPLOYEE PARKING FOR -� U U
z \ "v"SWALE NO. ` \ \ �C m = y
\\ S132 TEMP. LINER / / `` \� \ ' ` _\� ��" '? ALL PHASES(TYP). 123 1
NOTES AND CALCULATIONS. EIP \ \ �� SEED AND MULCH ALL ` \\ \\\ j ;:,� U
DISTURBED AREASIc 3 ` o0 6' / `moo Z
24,_ / / z PAULA CERVANTES LAGUNAS` W
1 . ±135,907 SF SITE TOTAL \2 �, ` \ // — �� '� \ \ QNPs \i iar :`:: ��
�jIt
as m,Pc.ax
. 1 \ / / ```` `` \ 11 11 z'.V V 1 .' � C5l '.'. `.".'.'. .. P.A 27 Pf.19
V SWALE NO. 5A �
N CONCRETE
2. ±3,280 SF EXISTING IMPERVIOUS TO BE REMOVED �s'�. 1 � '�\ // // \ ` :: " :`.. WASHOUT PIT. PARCEL 15530
( ) / l // �� TEMP. LINER \ E o
� "v"SWALE NO. � � � EOG �-� �:�:�:�:�:�:'. `•' ONE PER PHASE
3. ±28,583 SF NEW IMPERVIOUS-3,280 SF EXISTING IMPERVIOUS (TO BE REMOVED) EIP sg / SB1 TEMP. LINER �� �� �� '\\ 6 Q sE ® \\\ (TYP ) / Z
�/ j�, \ �...:. :.:
25,303 SF NET IMPERVIOUS. soG � �r (`` l�s'9 / ` �� `\ . s — ` Q > cr,
`� _.. :. CREATE LOW POINT IN SIDEWALK IN LINE WITH SHOWN SWALE. O
4. 18.6% IMPERVIOUS � `°Aeo ,�� �� �/ /� \\ \\� � �� s�� 66 ` e1 < ; 11urr \ ".:.:.:.:.:::.:.:.; MATCH GRADE TO TOPSOIL. ( " PER FOOT MIN. FROM HOUSE.) > 0 � 0 U
ti�e� `` �' POL
6'$/ CP&L;/r11 ` ':..i$'•.•r::.
5. 102,640 SF DISTURBED �� 9 ���� ` 0 A \ y\ 18"Poplar \ vS N /
Foe �\ ��•7 � \\ �� ` -�' �\\ Co LL] N
Legend `�Gs `� \\ \s�j i �� Co ElP 18 Pecan•':::::::::::::::: \ \2` ` U Q)
EIP - • - Existing Iron Pipe �, �'� \\\ �\ \��� �\ / DEEP r ::::.
THIS DEVICE IS REQUIRED BY ''�"` F ° o `:< :.:.:::• � W Q z � Z
EIS - • - Existing Iron Stake (Rebar) ` sT' `� `` \\6, \�� ��, \\\ ` _6 /' X i HANNr wA rNE PowERs
R/w - Right Of Way SILER CITY DUE TO THE "� �� �� s \ _ \ \\ ° a ` U �'�
WV - Water Valve O �����/ \ \ \ ��� - \ fp`L 2soak o '8' :':r.... ,� a
0 �^ P.A 27.PG I8
CO - Cleanout � ;1�J`�� \ , x �\ \ FF c :.:.' : . (� Q
GREATER THAN 7% IMPERVIOUS A% , ` l/�' sQ, \ \ ':::: ;:.:::. �, PARCEL 15535 Z O
PVC - Polyvinyl Chloride Fs �' I <<� \\ \ TOP OF IRON PIPE
G tc \ .p u+ _
PID - Permanent /denti5er �� ` 'y � /� s 9 \ 52,':;:;:;:;•-;? - _ u 4)
SURFACE. A RISER TYPE WET �'9 �,� w �� � �.� so ® `\ \� `\ v+ ELEVATION= 622.00'(NAVDBBJ ' '::::::::::::::. Zoned R10 Z W- Existing Tree / 6 3 u+ ...............
CP&L - Carolina Power & Light Company 9 \ \
9 P y BASIN IS NOT FEASIBLE ON THIS � ����� 'C \!�y \ �\ \� \ \ \ °° 5g, t tP / U � � N
NCGS - North Carolina Geodetic Survey 2 1 k-Twk, ` �� / O /�� `�\� 5� 1 \ / O
GPS - Global PositioningSystem S ::::(::.
PROJECT `'�A`'O. ` �-���`` `````�' / 6�1 ', \ Z¢. ' r' �g 7�
VRS - Virtual Reference Station ,t s ,/ J
NCRTN - North Carolina Rea/-Time Network P/60" note that thle Is not a state i°,r.3` �� ` ` ' t� ` ElP "I SWALE NO. 6A TEMP. �-� `° G. W
ct
NAD 83 (2011) - NORTH AMER/CAN DA TUM 1983 regl/#ed SM, 67d IS only b*hg �istd/ed to `�,` s OQ \� — LINER ✓uANA ANA VA
NA V1788 - North American Vertical Datum of 1988 g. /�� q$3 W. ' •:::::: / [1 r
merit /VfIW � t9NI (To�III of I V9 ty> ` Py �J AG 113A PG A76 \ •::••••�••:. ... E G
s fR
Surveyed Line mukemwts PS 2GG5-1,9 .:.:..•r'::•::•::•:: 5 5 5 Q�
Surve d Line v
Line (not surveyed) c, / 6� /�\ REBAR Zoned R10
i '� r„E
N.C. GRID COORDINATE
Approximate Right Of Way Line (not surveyed) - \ o YI 0
rZ 0 NAD 83(2011) ..... F R / W
Fence (surveyed) �� k•28� N= 720,693.24 "'a� �snNe /
----611---- Minor Contour Line (surveyed) �`F+ ---�- 5 6 55r " ' ."'.rll
( ) TREES TO REMAIN, (INSIDE DISTURBED AREA), - - -s11 / 126' U.S. SURVEY FEET ?�¢ ::::: : :' ° sy
Major Contour Line (surveyed)
— — ® — — New Contour Line AS WELL AS PRACTICABLE / 2v¢O NrAL C ls,
40' LONG X V WIDE CONCRETE LEVEL SPREADER, (cRiD DIS°AND 4!srq / a
Limits Of Disturbance (TOP ELEVATION 614.0), 3'WIDE GRAVEL STRIP, & ` nE ONL y `�Q-) NCEJ ,C V
—SF SF SF— Silt Fence 40'WIDE X 30' LONG SOD AREA / /
Swale Drainage Area - -609
Please note that th/s Is not a state `—'
EIP fed SAI/, and an/ bebi Installed to ` LOCAL GPS/GLASS Scale Point `V
rew y g 6"NAIL SET
meet /ocd jut*dktlOn (Town of Slelr Olt
y) / 1 ! N.C. GRID COORDINATE
30 0 15 30 60 120 1.5" ORIFICE FAIRCLOTH SKIMMER& ` _ \-� NAD 83 (2011)
6" OUTLET PIPE �ffhI nto V N= 720,645.98
BEARSKIN HOLDING$ LLC E= 1,860,825.50
TO BE REPLACED WITH 8" RISER PIPE Zoned R10 U.s SURVEY FEET
U.S. SURVEY FEET UPON COMPLETION AND APPROVAL. VA 2/7�PG III
AS 29103-110
1 inch = 30 ft.
PARCEL 15534