NCC233519_Site Plan or Location Map_20231128

• \
\
GRADING AND EROSION CONTROL LEGEND GENERAL GRADING & EROSION CONTROL NOTES 4,,,;
•\\ .. '� 1.THE CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO AVOID THE SILTING OF STREAMS, 0�: -%
EXISTING TREE LINE LAKES OR OTHER WATER COURSES DUE TO THE CONSTRUCTION OF THIS PROJECT. =Q,,, m •?,'e W o
\. \ 2. EFFECTIVE EROSION CONTROL MEASURES SHALL BE INITIATED PRIOR TO THE COMMENCEMENT OF =U; a E 3 01
0
\ X X X EXISTING FENCES CLEARING,GRADING,EXCAVATION,OR OTHER OPERATIONS THAT WILL DISTURB THE NATURAL ',8 ;5_
.i
/ N. • _ PROTECTION. %y•'•d 4r
/ `� '� _ DRAINAGE COURSE 3.THE EROSION CONTROL DETAILS SHOWN HEREIN ARE FOR THE CONTRACTOR'S REFERENCE. THE •'r •Zy `-
\ DETERMINATION OF WHICH DETAIL IS APPLICABLE AS THE WORK PROGRESSES SHALL BE AS SHOWN ON 4' V4'.•�"
/' ` \ \ 548 -- - - EXISTING GROUND CONTOUR THE PLANS OR MADE BY THE ENGINEER.
sB, \ 4.ALL DITCHES SHALL BE STABILIZED AS SOON AS IS PRACTICABLE TO MINIMIZE EROSION.EXCELSIOR
/ I 'A'\ LIN PH ---------(a-------- PROPOSED GRADE CONTOUR MATTING SHALL BE PLACED IN DITCHES AND OTHER AREAS THAT EXHIBIT MULCH DISPLACEMENT FROM v\
sn, VELOCITY SCOUR.
/ I �� EXISTING CULVERT 5.THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN
j \ \ BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION-CONTROL DEVICES OR
\ \ PROPOSED CULVERT STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL WITHIN 14 CALENDAR DAYS OF
/ II . - "� _ COMPLETION OF ANY PHASE OF GRADING BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
,,/ \ v __ _____ CONSTRUCTION/CLEARING LIMITS PERMANENT GROUND COVER, DEVICES,OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. I�
Y" 1 ' DISTURBED LIMITS 6.PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE w
/' -_\ ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS
` - -- CENTER LINE (WHICHEVER IS SHORTER)FOLLOWING COMPLETIONS OF CONSTRUCTION OR DEVELOPMENT. LC) hr)
/ N/F 1 _ \ -) 7.GROUNDCOVER MUST BE PROVIDED WITHIN 14 DAYS OF COMPLETION OF ANY PHASE OF GRADING. i 1
.e \ \ 0--- --O PROPERTY LINE Po\\ 8.THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN A GOOD,WORKING STATE OF
650301096817 I / - ('V (\)
\ \ REPAIR UNTIL THEIR USE IS NO LONGER WARRANTED. AT THAT TIME,THE EROSION CONTROL DEVICES
DORIS M HUNEYCUTT / SHALL BE REMOVED AND DISPOSED OF SO AS TO CAUSE NO STREAM SILTATION. 0)
/ DB 258-530 1 +541.09 /+541.09 EXISTING /PROPOSED SPOT ELEVATION 9.WHERE CULVERT PIPES ARE TO BE INSTALLED UNDER ROADWAY,THE CONTRACTOR SHALL INSTALL U
1 THE CULVERTS AS RAPIDLY AS IS PRACTICAL, BACK FILL IMMEDIATELY AND RIP RAP THE UPSTREAM : I
/ I AND DOWNSTREAM SIDES OF THE STREAM CHANNEL.PERMANENT OUTLET PROTECTION SHALL BE Z 00
/ / SEDIMENT FENCE PROVIDED AT ANY CULVERT THAT IT PASSES UNDER OR OVER IF THE CULVERT AREA IS DISTURBED. z
/ - ,- x- x- 10.ALL DISTURBED ROAD DITCHES OVER 3%WILL BE LINED WITH HIGH VELOCITY EXCELSIOR MATTING �- O
\ I In
AND PERMANENT SEEDING UNLESS OTHERWISE NOTED. (n Q
/ 1 _.-' _____ \\ �i �g NI 11.SEE EROSION CONTROL DETAIL SHEET FOR TEMPORARY SEDIMENT TRAP SIZING AND CULVERT'\ i J �j• ��j �� • �1 CONSTRUCTION ENTRANCE/EXIT, LJJ
• Q.�j�.4�. � OUTLET STABILIZATION. J
\ I / / `\�` ����-����� RIP-RAP CHANNEL OR APRON 12.ALL TEMPORARY DIVERSION DITCHES SHALL HAVE GROUND COVER ESTABLISHED WITHIN SEVEN (7) = W ��
/ I / �' `' DAYS OF BEING CONSTRUCTED PER NCGGISECTION NIB(2). (� CO
.� / //- P$ \ ® CULVERT INLET PROTECTION (CIP) 13.ALL CLEAN WATER DIVERSIONS SHALL BE IMMEDIATELY LINED WITH EXCELSIOR MATTING AND LL_ T�
\ / _-----ssrr-- __ IMMEDIATELY SEEDED TO ESTABLISH GROUNDCOVER. _
\ / .- i
'•\ /• 11 7 -- _ •'•i O CLOTH AND GRAVEL INLET PROTECTION 0 - \�
ilt
I - rX- - BLOCK AND GRAVEL INLET PROTECTION - ..
WHERE CALLED OUT ((./.)I / SECTION NUMBER OR DETAIL LETTER
ABC
11 _ SHEET NUMBER (WHERE SECTION DETAIL APPEARS
MEWC
I \ & ' OR WHERE SECTION/DETAIL WAS TAKEN FROM) e
o
n
ylw ' ,
44
N/F 'CT I 1 .:
650302993985 f, / ` �, \ `� 1\\PRISCILLA H BURRIS ET ALI (.1.1 -).-
1'1\DB 773-806I I �� �. V /SWAGE PUMP STA, [TO TENTH STREETI J TOP.540.Bt/; a•°j.. \•
/// -- 4''"' \ SILT FENCE e
I .EIP
ie. [ .TORM.MH A1,*`..� , `� DETAIL 4
DRAIN INLET 1./o P.5W.33 \'�ks[T \�`\ \
r�' TOP.539.88 /Y • IN1AS30.63it
'/ . �- \�p�/A/ a
I INV.538.23 I „`\ ° .RATE INLET �; ""1'p - Q
TOP.536.68 ` O6't}1\JP.,
II /\ %[ \ INV.534.23 I \ \, / 'Lf m
ISTORM MH Mk -RATE INLET ' A,
TOP540.69 /f 650301191407 0 DETAIL (TYP.) � ��� /- a
INV.IN 533.74 / 4 \ \, o
CD
LINE 2 STORM PLAN Nuou7s3a.7a ---)/ •AKMONTACQUISITION,
& PROFILE II / [� • LLC° "mS" Sae\ s'm'c `\WnTO MET- Vnl)L _ TEMPORARY CONSTRUCTION 0
I [ O DB 1698,PG 868 �N ''2 •,cNtH NF o�TF I/ T ENTRANCE Q z
11 / ±'.11.34 ACRES • }�'�.; or[[['o ° F[ W r WATER METE o \`` g O
I/ i \\ 9/ t7 //' UG VAULT \ ' F
15"RCP FES [0 a / \ \ / a
WV.IN 533.84 II '° Rt, 'yT� ,m \ A,.2§,Aa: 539 B VI,
I \/ `\`� _
24" FLARED I 1 O pp 0 \ ce
--� END SECTION m �•II "O / R a \--- r I �a 15'INV. I U
v \` -/ / ;. �' \ 'lib/4, \t g,.�+J' \ 532.63/ N
7o
"0 0 /� t§k)0 k�qR 'LINE 2 STORM PLAN Q �\��` r�/ \I
-'� I GRATE INLET •/- ���
� SaA TOP.54o.t �`R Y 1r° & PROFILE © b \•. \\
9 INV, ° .,a,„___, !`,' R/per•, sa,�� / t5.3.O2 d
L-Z F / GRATE INLET
0 LINE 1 STORM PLAN 1 IN g ' n FHd 7g"C/p� y,"p� g.p P" NV/534 6,4 533.0z B
�����,,,,,,,,,,,,,�����ggg,,,.��,,���,, �Cs3a.az 4 1
© & PROFILE 'I! ° 'N> ry GRAT�INLE'f�� /
,..•\ �B. \� /� P V 13.91� .3a ��a y\j.;
c N.1Tr.1 D \ 'FU"ATER. /� •\a80 �' G� GI-1 Y'ry ,/Q /� / werARea a � i/t. .REBAR Z
y v ., \ D� \,.../` 2 /r�\ ela onaove Ge w [ J
O i 1 2,\ EAR WATER -- Q L-2 ° ! Ar* CRONO STEEL TANK
WELL HOUSE • 11\ N MIN) �� N 4 �' G , \ O
EXISTING �' \ \
.\ �cjD \\ ,�0 \ OP � /. 1 15"INV. %[ J
DRAIN INLET I`� ` \ - / R/ ° Z 2 / \ 533 73 a
r \�......- \ /3 / `� �- /• RAIN INIE�' `�
TOP.539.24 \ F •{O �J L M O / \ 1F:..uS InP' TOP.538.iS - - / r
INV.535.54 I - ♦` �\ MH-z AO \ ( / 1 / - - g / Z
�--�(TO REMAIN) \ +L L-1& / \ SFO \ _ F::°.` oy/� I / INv saa.r_ _-T / �z/ /-,, Z
-'\ L 2 D//, ` �O/�'/ SJ'O \ _V NI° O DRAININLET�� `\�� PSPHPL AAR / O O O
cy ON 0\((� o roP.53z02 �� ` V-. / /yw V
CLOTH & GRAVEL n �`.\ Dot G/1�D \Fp O(� \ v.sus 22 ,`\,\\\\\\ . - J IN CO/ .MON. / / / U. z
© --�_ as Ro. Hsi FTO E�Q .�� o Ii _-����VA / // Q Q
0 INLET PROTECTION .\ ( . -Ma- 7 ��\\�1 O'OF O/�/ '70 /'VG+ a" & 2'I. ( h J Z J
TYPICAL FOR ALL --�. `? 1.7°N 1 op / y O
NEW MANHOLES, � I J m dry- C�� AP C� ` y �3 C7 VJ a
DRAINAGE INLETS, & --� . %* "t /'QO �J //' DRAIN INLET /a, Z O
GRATE INLETS: .J \ / D 'r/Mqt 41°
[7. DRAININL .\..,' / /'
y 0 Z I� O�
EXISTING INLETS AS \ .. DiTCy Ffel y/G �,` _ : INv.536. I / 0 a
DEPICTED. DRAIN INLET \ m .� rOyS.0„: 7, O/y7.� �\ ;t�. �P QQ�.' / \ //i J_ W MO�1r�
TOP.538.78 L OpF ODp� �� © / N. I / / W W
INV.IN 536.03 ` ``` O ' �1 "1/ tC �Q I , REaza F- he
INV.OUT 535.88 \ _`t7 �q` P� co oo
(TO REMAIN) qQ \\`` D \Z O y �V� 'vl ,t3y \ / /y .' coN MON Q Q
yFS�ROFROF� � o o /• \ �, I �76, �. PyQ \ i Pdsmoidal Volume Results 0 O Q
Original Surface Model: TIN-OG-10-1-20LLI Z
ITVRqy R O 9 ., 1,. a Final Surface Model: TIN-PROP Q CC
pFR .RQ o �� / i Cut Compaction Factor: 0.00% O Q
kY q0 ' , / / Fill Compaction Factor. 15.00% d o M ) // ,, RE-STRIPE ASPHALT Q
EXISTING / / // /, /Aro / FRONT PARKING LINE O
4.5"HYD. \ ,•o ' 53a e7 a �$/nY Raw Cut Volume: 580.38 cu yd V
1r INV. / / / / ONLY. Compacted Cut Volume: 0.00 cu yd (�
// Total Cut Volume: 580.38 cu yd a
MH-1 s Raw Fill Volume: 212.82 cu d
\ 1z°a�iv.//r / /' Compacted Fill Volume: 31.92 cu d PROJECT NUMBER
OSTORM MANHOLE 111111.1111,,,, \ ,435.1 P YDETAIL r 'n, %' Total FIII Volume: 244.74 cu yd MCC-CP&F-OAK
141r
O LINE 1 STORM PLAN /\ 2,4 DESIGNED BY
& PROFILE \ - 4\4'1 r� / i / JWW
DI-1 _\`\� %, / / DRAWN BY
ODROP INLET , i / % JWW
4DETAIL \ _SMALL CANNED ' / / / //'' /
O CULVERT INLET PUMP STATION 36 ///�I / l�a CHEJWW BY
4 PROTECTION RELOCATION OR GRATE / /
ABANDONMENT TO TOP 536.90 / o, n? CIN scALE
N/F 6'WIDE CONCRETE BE DETERMINED 5"^PVC INV. IN �I^Nc a/v/ CONE.MON.
535.83 4, AS NOTED
650301098077 SIDEWALK.ADA (TO REMAIN)
CONCRETE PIPE B PRECAST LLC COMPLIANT.SEE �� F" DATE
DB1415.658 V \ 50 0 50 100 150
ARCHITECTURAL PLANS % M 1 1/3/20
%
� Scale 1".50'Each Block Measures 50' 2 DF 5
/ .n»9 in I