SW3210301_Plansheet Phase 2 C3.0-6 - Grading/Drainage_20211118

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URBAN FORESTRY NOTES: FEMA FLOOD STORMWATER NOTES /� UNION COUNTY STORMWATER NOTES / � S- I ) \ \ :. \ J \ DONALDBR HHARGETT
I. PROPERTY OWNERS ARE RESPONSIBLE FOR ENSURING THAT ALL I. BASE FLOOD ELEVATION (BFE) PER FIRM AT \ // ti `\I \ , , ( ) \��S',�- \ ZONING:R-40
EXISTING TREES SHOWN ON APPROVED PLANS AS BEING RETAINED TO DEVELOPMENT SITE: 552.2 (NGVD). �� I. THE PURPOSE OF THE STORM DRAIN EASEMENT (SIDE) IS TO PROVIDE STORMWATER l
IIII I I I 1 2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT i CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER / �I / / / r I�KMEET THE REQUIREMENTS OF THIS ARTICLE ARE PROTECTED DURING
IIII I I I I SITE (BFE + 2 FEET): 554.2 (NGVD). OBJECTS (FILL, PIPE, ETC.) WHICH IMPEDE STORMWATER FLOW OR SYSTEM ���^�� \ < ` t� ( IIII / 1;• / / / 1�
THE CONSTRUCTION PROCESS FROM REMOVAL, DESTRUCTION, OR 3. ELEVATION IN RELATION TO MEAN SEA LEVEL i I
/ MAINTENANCE ARE ALSO PROHIBITED. /%mil/�\\c — \
I I I I I\ INJURY. BEFORE ANY EXCAVATION TAKES PLACE ON THE SUBJECT T (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR
\� 2. THE PROPERTY OWNER(S) ARE RESPONSIBLE FOR THE MAINTENANCE OF THE STORM
IIII I I I I \ SITE, A BARRIER MUST BE ERECTED AROUND THE DRIP LINE OF ALL ] IY (INCLUDING BASEMENT) MUST BE CONSTRUCTED: \\\\
554.2 (NGVD). \ \\ DRAIN EASEMENT AND THE SYTEM (PIPE AND/OR CHANNEL) WITHIN THE EASEMENT.
SUCH TREES SUFFICIENT TO PUT ON NOTICE ALL CONSTRUCTION Sal
/ I 4. ELEVATION IN RELATION TO MEAN SEA LEVEL \\\ 3. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT / 65\� �/ 64 \ /
PERSONNEL THAT ANY DISTURBANCE OF THE AREA WITHIN THE A \ (� ( \s\� //// / \
(MSL) AT OR ABOVE WHICH ALL ATTENDANT \ \II PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION \�� , \ �� \\ \Ix
DRIPLINE OF SUCH TREES IS PROHIBITED, EXCEPT AS EXPRESSLY UTILITIES TO INCLUDE, BUT NOT LIMITED T0, ALL I I �% \: J J
\\\ MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S), AND PROVIDED TO \�- / �� ,� \\ / \
APPROVED BY THE ADMINISTRATOR. REQUIRED TREE BARRIERS MUST I) HEATING, AIR CONDTIONING AND ELECTIRCAL \\ COUNTY PRIOR TO OFF -SITE LAND DISTURBANCE.
BE SHOWN ON CONSTRUCTION PLANS. EQUIPMENT MUST BE INSTALLED: 554.2 (NGVD). J \\ /
/ 4. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION ( _ --- =_ 63 \ �\ \\\
2. FOR PRESERVED VEGETATION, MAINTENANCE SHALL BEGIN AT THE I J 1 I \\ (� I i \\ \ \ � � \\ j �� 0 \1� \f:4 /
1 1 \\�\\ �� SYSTEMS MUST BE FURNISHED TO UNION COUNTY PUBLIC WORKS/STORMWATER I \ \ �\ N \I\ / /, \
TIME THAT THE ROOT PROTECTION ZONES ARE ESTABLISHED (PRIOR \ \\ i \ i \
�JJ //�JJ \\�\\\\� \\� _ �/ \ \1 \�i� SECTION FOR APPROVAL. I 66
TO ROUGH GRADING) AND SHALL CONTINUE INDEFINITELY. FOR \IX� \�\�\�\\\ 107 \ i� I �� 62 \ v\1\�'
\� Z\\\ \�\ \ \ \ \ 101 5. PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION I �% \ I \ 11
PLANTED MATERIALS, MAINTENANCE SHALL BEGIN AT THE TIME OF\\\N \ \ \\� \� \ SYSTEMS MUST BE FURNISHED TO UNION COUNTY PUBLIC WORKS STORMWATER I 67
PLANTING AND SHALL CONTINUE INDEFINITELY. Iel\ I \I1 � �\\�\\ �� — A \ // /
II \� (\\\ \ \ / 1 \ \ / \ �\ 61
r\ �\ \ i 108 / / SECTION FOR APPROVAL. \ , 1111I 1 / r
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Iog \ STORM DRAINAGE NOTES: �\ 1 I \, / ) \ 60 „
/ /I \ \ \d \ \\ \ \�\� 10o GRAPHIC SCALE
\ / \\\ I ALL STORM STRUCTURES LABELED OTCB SHALL BE OPEN THROAT CATCH BASINS (NCDOT 840 04) \ I \
\� ( ^ �\ ioo / o eo \ ioo zoo aoo
% I I10 // \\\ �\ 2 ALL STORM STUCTURES LABELED °GI" SHALL BE GRATE DROP INLETS (NCDOT 840 14 AND 840 17 IF
W I I I ll)/)( / / u� 1 I \ \ �\ \ \ \\ �- \ \\ \\\ PIPE IS GREATER THAN 30" DIA)
3 / � _' I I 2 ALL STORM STUCTURES LABELED "HI" SHALL BE HOODED GRATE INLETS (NCDOT 840 02 AND 840 03)
I ] ! I 1 11\ \ \ I� ` \ \\ \\\ 1 \ \ \\\\ \ .� / \ 3 ALL STORM STRUCTURES LABELED "SMH" SHALL BE STORM MANHOLES (NCDOT 840 52)-
�� z / 1 / /'.�1� l / _ (( �I\\lll\� \\\\ \3 \� � — � \ �\��\\��� 1,- 11\ \ � \\\\\ // III /./ � \ ��
��p�` rf \ \ \\Qi\l \ 1 \� \ \\ \ \ \� \ / / \ _ 4 ALL STORM STRUCTURES LABELED "FES" SHALL BE FLARED END SECTION (SEE DETAIL) \ l �� 58 ` \
\\\\\�\\ \\ /� /\ \ ` \ 1 inch = 100 ft.
•�- �\\ \ 112 5 ALL STORM STRUCTURES LABELD "CS" SHALL BE BMP OUTLET STRUCTURES (SEE WET POND DETAILS) 9 \ 69 \\ \ 1 \ \
/ I �l ,: • - \ 1 \\ 1 l IIII % \ \ \\ \ - �� `\\ \ ^ \ 6 PIPE JOINTS WITHIN R/W SHALL MEET NCDOT SPECIFICATIONS SECTION 300 / // \ \ 70 \1
i /I\/ �\ ) / l I I J / \\ \ \�\\ I�IZ \\\\\\\\ \ C \�\\\\\ / / 7 PIPE JOINTS OUTSIDE R/W SHALL BE T&G AND MEET ASTM C990 // \\ \ 1 HATCH LEGEND:
\I 1 \ \\�\ / 113 mil\ 8 HOODED INLETS WITH PIPES ENTERING LESS THAN PERPENDICULAR SHALL BE PRECAST NCDOT 840 45 \ �\ \\� 1 \ 57
/ � � ) I / 5go \ \ \�\ \ ^ \ 9 BOXES WITH PIPES ENTERING AND/OR EXITING GREATER THAN 36" SHALL BE PRECAST NCDOT 840 45 �/ �\\ 71 \\� � \ — _� \ \ „'�—
/ \ (\ II/ / / / / 1/ I/ \ \ \ \ v� \\\\\ \ \�1��\ \ \\ \ 1� \\\�� \ \ X' 114 ,/ \ 10 ALL PIPE MATERIAL SHALL MEET NCDOT SPECIFICATIONS PER DETAIL 300 01 \\ �� I PROPOSED ROADWAY
II PRECAST STRUCTURES SHALL BE REQUIRED TO MEET NCDOT SPECIFICATIONS
//\ ` j I \ \ \ I�� \ \ l ♦\\\\�\ / / 56 EDGE OF PAVEMENT
r )III)( % I \ I\I \\�� \\\� � ��� �� �\�` �� \\\\ \ / 12 THE PRECAST MANUFACTURER IS TO PREPARE AND SUBMIT TO THE ENGINEER DESIGN DETAILS AND
C\�)II 1 III )I I( J I `\e Ih� \�\ i\ \ n \ Z� \\\\\ \ I , / CALCULATIONS FOR THE WET POND CONTROL STRUCTURES SHOWN BASED ON THE DESIGN CRITERIA 72 \\\ / ` _ \ \
IIII! ( \ I / l \\\� \ / 115 // \ / // \ \I - STORMWATER
SANITARY SEWER II II\ II ( \ /_ \ \\ i��� ��_ \ �� �L� r��\\\\�\ \ / SPECIFIED THE DESIGN SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION AND SEALED BY A % 711, / /�� 1
EASEMENT per DE 897 PG 307 I II^ / 1J -/ III IIIIIIIIII I I I ICI ��r \ \ �\ \ \ \\��� �'�� \� \ l i���\ // II PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NORTH CAROLINA EXPERIENCED IN THE DESIGN \\ \ / / //�'/ / \ I 11 \ / i 55 EASEMENTS
�) 1 I ���\ ��� \ �\ // / 77 I
II 11 1 l I �I I 198 /�/ \ �� \\\ 1 _ �\ _ yZ 1 1 )////� \\\\ \ OF PRECAST CONCRETE THE DESIGN SHALL INCLUDE PROVISIONS FOR HANDLING STRESSES AND \�� j % /// // /// \ \ I� i — — �+%++++++++++++++1
POTENTIAL TREE
_CONSTRUCTION LOADS REPRODUCED COPIES OF ASTM C789 "STANDARD SPECIFICATIONS FOR / / ( _ + + + + + + + + / ::: I I \\\ J� /\ Y < 73 / I \\ \I -- — + + + + + + ESERVATION AREA
I\\1!PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS" WILL // / / — — — _
14 / NOT BE ACCEPTED AS SUBSTITUTE FOR DESIGN l /� /1
54 FEMA FLOODWAY
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J-27842 0002
09/16/21
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a/ 176 �2� FG / / \ ,ate \��\\ I. BASE FLOOD ELEVATION (BFE) PER FIRM AT DEVELOPMENT SITE: 552.2 (NGVD). PROPOSED ROADWAY // / "ox
2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT SITE (BFE + 2 FEET): 554.2 (NGVD). EDGE OF PAVEMENT
FP: 597.3 1�, h9 \ i \\ 3. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR (INCLUDING
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4. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH ALL ATTENDANT UTILITIES TO EASEMENTS
E \ 154 LF 24" RCP '0
INCLUDE, BUT NOT LIMITED TO, ALL HEATING, AIR CONDTIONING AND ELECTIRCAL EQUIPMENT MUST BE
\ I \\\ L00% / �o��� s \� INSTALLED: 554.2 (NGVD). r+++.++++++++++++
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JOB NO:
DATE:
DRAWN:
J-27842 0002
09/16/21
KSC
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- - - - - - - JURISDICTIONAL
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DATE:
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09/16/21
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OTES:
I. BASE FLOOD ELEVATION (BFE) PER FIRM \ A\\2T /Ig4Iv\
\I D4\\_\�EL\SV\F\,E�`L\a\v\\ 1\O\\PM\E\N` \ 5v\\ \gT SITE:
ITE:i - \\\;5-I52;;-.\2 (1 \vQ N-5'G-\V�v'D
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1 inc
DATED OCTOBER 16, 2018 PROPOSED ROADWAY
EDGE OF PAVEMENT V
STORMWATER
EASEMENTS EXISTING+ + + + POTENTIAL TREE++ ++ ++ ++ ++
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JOB N0:
J-27842 0002
DATE:
09/16/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 30'
C 3 o 3
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++ / I / I \ \ \ I / \ I ✓ I ( / I uI J . a I 58 587 588, ��4 11
l > < I II l / III I I A I I III I FP: 584.3 - _ I I LF 18
,�I \ / I I �i I / \ / ( I �� I 1 I I I I I 1, �� 192 _ __ 5g9` - _ .04%
i3f I I + t + U \ J - / / I I I I \ \ h ---- - - - �` I / a I v I -- -- --- `-- ---- --- tq 5`90 59�
11/ + � �.� I / \ \ ( \ I I I- III I I I I I I I I I I l \ I I -► I I FP. 584.2CD
+ + + + FEMA FLOOD STORMWATER NOTES: 1 1 I 1 A \ \ o FG 5B247 8341 --� �L �" a 5 �� 5a2
III / I I 1 \ FG 582 76 I ha e� CID
9
+ I I I I I I I/ I I I I I V v \ FG 5 - I I I I / 5 �, 5 �,
+ + + + I I I I I I \ - - - - _ oo I FG 583 26 _ 1 / c� - e9
+++ /+//,
I2+ 0 J -- -- �`++2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT SITE (BFE + 2 FEET): 554.2 (NGVD). / II I lI 1 1 l \ I \ ( ) I, o y FG 58261 \ IFGi5826120 STEMENT1 I. BASE FLOOD ELEVATION (BFE) PER FIRM AT DEVELOPMENT SITE: 552.2 (NISVD). I \ \ a / 1 I I I I \ 1 I I i\ DRAINEA rrj + +J / I I I \ \ m \ w3. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR (INCLUDING I I ( I I I I ( Ito 204 I / v HI 22 I ,nIrn \I++/ + / BASEMENT) MUST BE CONSTRUCTED: 554.2 (NGVD). to I I I I I I I I I I aco N I � I FR: 582 44 / SWALE I
4 + + / h'I ) h I I III I \ I �� �� I FP: 583.9 I �� INV IN: 57762 (N) \ I
+� 4. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH ALL ATTENDANT UTILITIES TO / /h�ll I / o I I I I I I / / / / I / I rnp INV OUT: 57762 (S) 191 I z
)+ / INCLUDE, BUT NOT LIMITED TO, ALL HEATING, AIR CONDTIONING AND ELECTIRCAL EQUIPMENT MUST BE I I/ / // / / / / / / / - 0 / 20 I I co
/ INSTALLED: 554.2 (NGVD). / / I I / / ) I / OD � / / / - - - ( FP: 585.1 I Q III w
I I (/ / w° -- I ° I N u o
1 ♦/ Ijl I 11 IIII/////III // FG582o5 _ --
FG 5829 FG 58234 v V° \ \ V Ia I 189
r NOTE: APPROXIMATE LOCATION OF FEMA CROSS _ I I LI I I / / / / / / / I / / / / 3�L CP I` F 582 -- I I i 188
SECTIONS SCALED FROM FEMA FIRM MAP #3710449500J / ® __ I _ FP: 590.3
/ I (/ I I I I I I I I IIII I I// I l / / / FG.58219 FG-58213 I t0 FP: 593.1 I
DATED OCTOBER 16, 2018 / h I I / / / / / / / -- -- M I /I 187
\I I I IIIII I I / / / / / / / I / / / _ 1 a a - - � \
- _ v� I 1 / I FP: 59 I 205 HI 25 0 1 \ \ I J � I IM \
10 FR: 58176 O= �l
GI 45 / / FP: 583.5 INV OUT: 570 53 (SE) 1 ti vl \ \� A ';� I
L,
FR: 580 47 / I / I I <� \ \ I Ld m
HATCH LEGEND: - - - - - \ I ►IIII I \ II II11\I11 I // / ml �/ I I 190 I ) ��
INV IN: 573 54 (N) � � �pl: 2+83 40
1 I I \ \ I III 1 II I I INV OUT: 57354 (S) I / -- -- -- =- - A \
I I I I I I m �FG 581yFG 581 92 - \
PROPOSED ROADWAY \ I� I I �I11 \I III\I\I I I I I I i I i FG-5825 ---- ---- --- - _ ago_ �� -
I I I
_ � - 26 LF IS" RCP FP. 585.1 ) \ I I I - - - - -
\ \ I 3+ o \ 0 0.89%
1 \ I \ VA I 111\ V I I I I I\ 1 I 1 20 STORM y
EDGE OF PAVEMENT , -�
STORMWATER \ I I ) I ( I I I DRAIN EASEMENT - � v I _ \ �� \ I
EASEMENTS I I 1 \\ I I 1 IIIII 1 III IIIIII\I \ 1 I I (\ \ \\ I I I - m m 206 HI 21vv
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/ +++++++++++++++++ - - - - I FR: HI 26 W
POTENTIAL TREE - \ I \\ \ I I III I 1 I FP: 583.1 INV IN: 576 68 (N) _ „ /
+ \ / \ I \ 1 I I I \ INV IN: 570 36 (NW) 1 36 LF 18 RCP INV IN: 570 08 (NW) / I o- / h FR: 585 71 o
+ PRESERVATION AREA , I II \ I\I\\ IIIII I ) 1 - - I ®I.00% / INV OUT: 57009 (S) h0 / / h _- INV IN: 57331 (N) m o
INV OUT: 570 31 (SE) I / INV OUT: 573 31 (SW) I
\ � l \ I�\ \ \ \ I \ 111 1 I I 1 \ \ ae �
FEMA FLOODWAY = _ _ _ / \ _ \ \1 A \ V 1 1 I I III I 1 11 I \ \ \\ \ \ O _ - -- y - - FG 58151 ss m ��
11 \ \ \ \ O �FG 581 22 y FG58216 / / + / SS S �\
a I o / ALDOR , GO
/ / / �46 LF 36 RCP
/' - /I� / I / / / / / 0 0.96% v ��
_ 1 \ \ / HI 8 / / / / ® 1.13%
� � J FEMA FLOODPLAIN = � = = I � � ( I � II \ \\ � 11 I I \ \ \ \ \ \ \ �- / ' � � TP 581 2B/ 105 LF 48 RCP,
FR: 58137 / W/ / / / o a o - _ 178 LF 2.77% s /
\ ) \ 1 I I I I \ \ , ° m _ 42 RCP 0 s
\ III I I I I I I I I \\ ss _ - -N INV IN. 569 73 (N) / /0 / / / /
STREAM BUFFER I \III \ \ \ 0 0 0_ m 207 /
- - - � \,� " INV IN: 571 31 (E) I
- - INV OUT: 568 51 (SW) I / ° - _ - - - - -'
- - - - - - - JURISDICTIONAL \ / 1 I I 11 \\\ \ \\\ \ \ \ \ \ J FP: 582.7 d v _O- v
WETLAND = , _ _ - 1 \ I I�1� I \\\\\y�\\\\\� S\ \\ \\ --- - - 1 I I I I I I I I I �29 LF 48 RCP / / Ln1 74- ,�, -
UNDISTURBED III It \\\\ FG`58081 -- -- FG 58109 \C I 1 �� _ 58 \\
1 \ \ \ \ \ _ 0.53 / s
J BUFFER ) \\1 \ \\ �\ \� \\ \ FG 58174 \ INV IN 57250 -
� \ \ ( / ti FIR• 109
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o \ I 1 \\ \ \\\ \ \\\ o \ - - i - I/INV IN: 572 87 (NE)IVEGETATED \ \\ \\ -
\ I I \\ I \ \ \ \ � F 0 96 I INV OUT: 572 50 (W) 10 � `�\ �n ( ) In
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seo A\ �� il� � I V A \ V I ° IN: 577 43 (E)
2 \ \ \ I INV OUT: 577 43 (W)
GI 44 0 FP: 582E -
FR; 578 97 _ _ o ° I I I 16 7 i 166 i I \ I I I I I
\I FEMA FLOODWAY �\ \ s \\ INV IN: 572 04 (N) 1 FG 580 39 _ _ \ _ \ I 16 8 I I0 I \ 165
I I \- \ \\ \ \\ WV OUT: 572 04 (S) �FG 58I 33 \ T \ FG;580 68, \ \ 1 a�° 1 I I FP: 583. I- 1 ; I I 6 1 -
/ I \ ' I C FP: 588.7 1
\ e \ I I � / I 8 I i i FP: 585.7 � � 01 FP: 591.7
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- - / / �/ / �I �� \ \ \ \ o ti I dp �, / / /I // / 210 // / // / ( of / I / ®0.50% �s81 se� / sus '
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FR: 579 77 / /I � /INV IN: 573 27 (E) , PHASE LINE (TYP) �- F
/ a+ I INV IN: 571 2 ((E / GI 559 46 / / I / / 80 78 IN : 581 50
HI 48 ' I/ d / / j INV IN: 567 56 (N) F4 N: 574 19 (E) INV OUT: 574 50 (W)
-- - - - - ( /I I�oi o I / i j / /ENV OUT: 571 74 (E) / I j A _ I 1 INV OUT: 567 56 (S) INV IN: 573 62 (E) / I OUT: 574 19 (W) _
-- r
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1 _ RETAINING WALL IS SHOWN / / / Ia GI 43 / O - I - - INV OUT: 573 62 (W) / /
T / - - - / X / FOR LOCATION PURPOSES ONLY I I / / �,� r` FR: 577 47 211 J / / / �� / 0 ®� I I - - 1 /
RETAINING WALL IS TO BE DESIGNED / / / INV IN: 570 54 (N) FP' 581.4 /28 LF 180 RCP, I/
��//� AND>RMITTED BY OTHERS / / / I / INV OUT: 570 54 (S) 0 0.93%� $ / /
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INV IN: 56694 (E) ��
I i / / // / / / i J / / I 0 INV OUT: 566 94 (S) / IINV / ti M 0
// / 09 I / I ( INV OUT 567
567 08 (W)
/// / / / z // / / / V / - i� 1� \ \ / \ - 583
/ / / / � FG 580 48 / _ _ _ _
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i 0
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' h v PHA E2
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TOP ELEVATION = 571 5' �/ / / I I I I / / 213 HI 3 FUTU E PHASE
_ m
INV ELEVATION = 571 0' I / 1 / FR: 581 29 y Cie/
�/ / 152 LF 54" RCP FP: 581.9 I I
INV IN: 566 64 (N) y �
0.50% INV OUT: 566 64 (W) eeo
RA
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FR: 580 59
FG-55 � 0 / / I� U INV IN: 569 44 (N)
I INV IN: 566 20 (S) FP: 583.1
O INV OUT: 565 87 (SW)
/ I- I
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JOB NO:
DATE:
DRAWN:
J-27842 0002
09/16/21
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
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+ — — — _ _ — — — — — — — — — —
FEMA FLOOD STORMWATER NOTES: / / / !� / // / I� FP• 581 9 FR: b8061 / I I I IHI 5 /I
/ / /i //h/ / /i i / O
+ ,I. BASE FLOOD ELEVATION (BFE) PER FIRM AT DEVELOPMENT SITE: 552.2 (NGVD).
2. REGULATORY FLOOD ELEVATION AT DEVELOPMENT SITE (BFE + 2 FEET): 554.2 (NGVD).
3. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH THE LOWEST FLOOR (INCLUDING
I BASEMENT) MUST BE CONSTRUCTED: 554.2 (NGVD).
4. ELEVATION IN RELATION TO MEAN SEA LEVEL (MSL) AT OR ABOVE WHICH ALL ATTENDANT UTILITIES TO I =_
INCLUDE, BUT NOT LIMITED TO, ALL HEATING, AIR CONDTIONING AND ELECTIRCAL EQUIPMENT MUST BE
INSTALLED: 554.2 (NGVD).
NOTE: APPROXIMATE LOCATION OF FEMA CROSS
SECTIONS SCALED FROM FEMA FIRM MAP #37I0449500J
DATED OCTOBER 16, 2018 -
HATCH LEGEND: — I
` I I I I
PROPOSED ROADWAY
U -
EDGE OF PAVEMENT — — i — ` (I -1 j I�
STORMWATER
EASEMENTS
++ + + ++ ++ ++ ++ ++ + + POTENTIAL TREE
++
+++++++++
' ' PRESERVATION AREA
/
FEMA FLOODWAY
FEMA FLOODPLAIN
- - STREAM BUFFER
JURISDICTIONAL / — —/ � /
- - - - - - - WETLAND I /
UNDISTURBED = ` / / - / 1
BUFFER
_ VEGETATED
SETBACK
- - - - - - - - - - - /
J/
I \ / -7
SWALE I FR: 58063 \
_ INV IN: 566 94 (E) / / I I INV IN: 567 08 (N) —
1 / / / j/% j �// // // / — / / I a 0 OUT: 56 / — / I I INV OUT: 567 08 (W) \
INV 6 9
— FG 580 46 / -- n
FEMA FLOODPLAIN _ i j / ���\\ // /� / / / / / / / / / e - FIG 581 45J FG 580 80 / I 28 LF 48 RCP
vv�_//�// ///j///// /j j /// / / a� / / "/ 00.50%
_ --
/ J / 60 LF 48" RCP I I PHASE LINE (TYP) \
EMERGENCY SPILL WAY / / J / /� / / / ( / / ° a I PHA E 2
LENGTH = 50' � O 0.50�
o / / / /
TOP ELEVATION = 571 5' ; �/ / / I I I I l I l / 213 HI #3 / FUTU E PHASE
INV ELEVATION = 571 0' / / I / FR: 581 29 � 1 s �� FP: 581.9 I
152 LF 54 RCP INV IN: 566 64 (N) I M
0.50% INV OUT: 566 64 (W) I o �� �-♦ —
1 / FG 57150-- __ __ A - - \ —
nj� m - - D N — �o �0 0 0 57
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FR: 580 59
8:1 /
FG-559 00 / I d INV IN: 565 87 (E) /
\ / / / // / I / I / / I �/ / , / / / / �/ Ix NV IN: 569 44 (N) FP: 583.1
IIN:
NV 566 20 (S)
INV OUT: 565 87 (SW) — h
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INV: 50 �I I DRAIN EASEMENT TEMPORARY HAMMERHEAD /
- / / I I Y I I I I I I \ I " ) / / 74 LF 54" RCP / I II A� TURNAROUND —
1 N / OU70 � I PHASE LINE (TYP)
—FP: 583.7
—
\ PC: 8+06 41 — I
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FR:58189—
/ INV IN: 567 10 (S)
INV OUT: 56710 (N)
RCP �I \ \ I ae / / 00 / ' _Sgo
/ / I I 14%\ \ \ \ \ 1 I _ FP: 584.3
/ I I \ \ \ \ v
� WET DETENTION
POND 03
HW
( y I INV: 555 \ A \\ V A \V A \ \ \ V V A �
HEADWALL IS SHOWN \ \ \ A V \ \ /43,
LOCATION PURPOSES ONLY \ \ \ SEE SHEET C3.22 \ \ \ \ \ 1 ti ,� / / / / \J/
NG WALL IS TO BE DESIGNED / 1 s
AND PERMITTED BY OTHERS
FP: 585.0
\ \ V A I 1 1 1 V A \ 30:�+ ' PHASE LINE
RIPRAP
L=26'
/ W2=30' 30
"INV IN: 568 65 (SW)
\ A I I I
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\ \ \ / INV OUT: 568 65 (N) / \
135 LF ®Q
_/ FP /• 585.7
LOOX I \ 1 \
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FP: 587.1
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FR: 586 29
FORE BAY \ — INV OUT: 57000 (NE)
FP: 587.8'
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JOB NO:
J-27842 0002
DATE:
09/16/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED:
MSK
SCALE:
I" = 30'
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1 I HI 24 -0.32 AC.
46 I I I HI 23 CN: 55
/ 0.40 AC. - - - - - Tc: 5 Min.''
/ CN: 55�
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JOB NO:
DATE:
J-27842
09/16/21
DRAWN:
KSC
DESIGNED:
DAC
REVIEWED:
MSK
APPROVED: MSK
SCALE:
I" = 80,
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