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HomeMy WebLinkAbout1999 - (#9) May 18 Paving & Drainage PlanC,v C'v LEGEND = EXISTING GROUND CONTOUR �,•- = SWALES 1e� = PROPOSED ELEVATION �,--e = CULVERT W\MITERED END SECTIONS = CONTROL STRUCTURE = WETLAND 101 `,CTS = PRESERVED WETLANDS ! = LOT NUI.IBER z O m _z O 2 m- Q T I I � I I w , w I I I I I v}i I ' o wI I I ' co 30" STOP SIGN R1-1 ' 24" WHITE STOP BAR I°1 !� (TYPICAL) I I MATCH EXISTING PAVEMENT A� � , I CONSTRUCT 48 LF 1403" ERCP I FDOT INDEX NO.205 W/ MES IN E> ! z= �/� E. INV.=18.6 f8.54 e -- N+. INV.=18.50 -- - - - 80 ROW RE `SWALE TO -~---WIMBROW DRIVE ------ v; --------------- .20 -- -_- - - ---- -Zo-��------- --- {rrF3. � �E ( IN FEET ) i inch = 60 #t" �ry 18.3 18.4 tig y �9 18.7 18.8 /8.7 /8.¢ Zp.l i /8.7 /8-7 22. I 2t.44- SEBASTIAN HIGHLANDS 2t .12 SEBASTIAN HIGHLAr IDS UNIT 14 UNIT 15 ►9.4 (9.4 EXISTING 32LF , 46"X68" CMPA CONSTRUCT 401-F CULVERT TO BE REMOVED ( 60" RCP W\CONC WINV = 14.14 ` HEADWALLS ! �3.i7 EINV 13.67 22 2 , E INV = 13.00 W INV = 13.50- /8.52 -_---- - \ TIE TO ISTIrJG 89'21'03" NORTH LINE ___.---------_--- --- .' R = 225.00' SEC. 18-31-3$ kEXIST11G DITCH T = 222.47_ I - - - L- _ -3 0,88' 1 EXISTING DITCH 202Z.19_ - - --- -- S89'21'03"W -- -- �_ -- -- -- = -- -- -- -- -- - - 1 23.4 -BLOCK BLOCK A 40LF 14"X23" ERCP 80' TPYICAL W\MITERED ENO SECTIONS 58LF 12"X18" E CP 23.3 !/ \ I N. INV =19.10 W\MITERED END SECTIONS S. INV =19.10 / ' f E INV =19.90 �9 �' STOP SIGN Ri-1 W _ NV =19.80 /9 4 19.9 24" WHITE STOP B --r � 1,I, /� 22.►3 /8�7 � 19.8 I '0' TYPICAL 23.2 21 5 / 22.10 CHELLO " t9.2 DEAD END SIGN 23.9 A VE IVUE 23 50 ' i - I 213 15+2810 - 14+00 13+00 I +00 --11+000 _ ' O+On" 11+00_ - 12 4 - 1.3+00 13+ 9-3321.7 I ` j ' -^- _ *►� 'F--�'- 22.25 �.^���- .t 1,.,.._r 24 2 : 71 V1 23.00 { ! 21.40 21.80 22.2 �� 1g,1 l 30" 'STOP SIGN R1-1 24" WHITE STOP BAR ` 19.9 DEAD END SIGN I I / 21.83 I ( t 7.' (TYPICAL) 20.o I+, 23.70 ! I I 14 50= - z rn 22.2 z 18.7 ------ - 22•1 I mO i 5.43 Z I t9.9 o �' 4_ CHELLO AVENUE - STA 10+00 23.5 i I i ! { - 0 5 BLOCK B ! !LL ---21.5___- 18.7 } a z3.s , 18.0 , i9•Z a A a 16.0 � ; 0 19.2 6.0 1' 21.40 CONTROL STRUCTURE #1 0 5 9 'SEE DETAIL nn�� CONCRETE HEADWALL-I-FU _ t ,• � i t_t�1(\ E I"\ 6OLF-24" RCP 0 5% % /875 w-,=fIF Ll. 226,551 SF EAST INV.=15.00 J �6 q9 WEST INV.=14.70 5.20 Ac I I 18.0o wj� to o v rn I � N � I I � i t i5.7 5OLF 14' X23 ERCP 19.1 W\MITERED END SECTI6N / E INV =19.20 _. W INV =19.10 22.Z � i 5 18.7 \ �{ 22.20/ \ �0.0 20.2 X/ \ 20.0 - \ 3 3 . & i 0,9 1 i 1 BLOCK 0'9L 18.7 t % 0`8 E MATCH LINE SEE SHEET 8 11 A Li 1 c0 0 ca ►p w w m a_ U x o- U ;.f1 V z V! w O Q z 0 0 4da^ r~ ; co v o a m CONSTRUCT REAR YARD SWALE TO MD IN TO REAR PICAL WHERE SHOWN) lk .14 UNPLATTED W uj Buf�TLL�V.aT/v v 5 won 1-311.3197.14 9/3/97 J �.0 . 0 C& r. rt/G . 343S "ES A. II=OWLEA,P,;S.M. 929 7TH AVEWW SHEET .7 of 13 RMODAU LEE M3WY, R. PE #M3W 96--16 I.A.1.... 1 LEGEND = EXISTING GROUND CONTOUR � = SWALES Q r� = PROPOSED ELEVATION 0-0 = CULVERT W\MITERED, END SECTI( O = CONTROL STRUCTURE 15 = WETLAND IMPACTS QZ = PRESERVED WETLANDS 19 = LOT NUMBER Z ©= 43'48'35" R = 450.00' T = 180.94' L = 344.08' i Lj O O 0 0 0 0 0 a1 I1 I i Ii i CONSTRUCT 2-60"0 R.C.P. 0 F EA. r in { �t W/ CONC. HEADWALLS P FDOT r I INDEX 51, ' N. INV. 10. 0 S. IN V. 10.2 \ SAW -CUT do MATCH \ EXISTING PAVEMENT 17.ri,5 REMOVE CUL-DE-SAC REMOVE EXISTING 60" CULVERTS TYP• OF 2 A = 84'30'41 " R = 50.00' - T = 45.43' / ® 23.90 / MATCH LINE SEE SHEET 7 O•9I y�_71 ,8.7 \ I---------------- slz - _ _ _ - - - - - - 18.7 , { { 18.7 20' DRAINAGE _. ^ _ _ _ _ .1 r �t8.7 \ \\ 1 q 19 •Z ' , { I EASEMENT 4 1 ( � 21.40 �. I i \ 22.6 ---� I 20' DRAINAG i . 4 { I EASEMENT 21_ r. f I CONSTRUCT REAR YARD .SWALE TO 7 Z2.�50LF 14x23" FRCP Ir 2 0 23.07 I I 8 � ' .3 { I 21. t2 I I 20.9 ( L '" -.- J _ J.. _ `- " i9.o9 { DRAIN TO WETLAND a 1 4 ( I { (TYPICAL WHERE SHOWN) r 21.40 I -' W\MITERED END SECTIONS 1 3 I dA 3 1 18.9 E INV -19.20 { Q 23.05 I I 21.4 ( { W INV -19.10 { I 21.65 ( I 1+ I 16 I (� + I I * 80 T Pi AL I In I { I I I I to 3 U ► I I --� I m 14 J { I + Q { OD m 1 m 0, / 2 I i I U I U 17 � © 1 1 0 I o W I I , I I I Q { U I 23.5 I I �++ I 1 ©I I 9 21.3 ' 21.3 i I Q DEAD END SIGN 1 { 1 I i 1 I O Q , i I W ` �� 50LF 14"X23" ERCP I i 23.05 W\MITERED END SE { I 19 20.4 _ o N INV- 19.90 2 z.ZS I ( 19.9 20.7 3 RED 18" X 18" I `FLEMMING STREET STA 7+58.39 S 1 .00 STREET - + Zo.3 22.25 1+o END OF PAVEMENT BANKS COURT -STA t0+00 2C�;7 KERS oI \ \� Ct " \ 20.5 21 °12 -�--L "'F"1 g � 7 W\9 REFLECTORS EACH r) 30 STOP SIGN R1-1 y �� 7 0 C. 4' HIGH N 0' T P CAL 1 8 24" WHIT BA 'C--^'''' +00 10+00 11+00 12+00 13+00 14+00 t4 7 .75 22.5� 1 O N Zo 40LF 14"X23" ERCP 19 .& 20.5 8k0O �'_.._....._ -- - f STA: 1 � +19.91 o W\MITERED END SECTIONS 22•IZ END PAVEMENT CONSTRUCTION o� E INV- 20.60 22.15 ` 19.8 ���� ov "'-.�'- I 20.-7 30" STOP SIGN R1-1 NV- 20,70 q 24" WHITESTOP BAR 20 �� \ \ ,,.� "'/ 0 �2 2 30" STOP SIGN R1-1 _ 5OLF 14"X23" ERCP \ � k�� 20.0 I { 20.2 24" WHITE STOP BAR + 20.7 - ( i MMING STREET STA 3+0 20.6 W\MITERED END SECTIONS Zp g EASY STREET STA 14+ .23 =tea 20, O N INV- 19.20 -�-�'` - l9 a1 I I (TYPICAL) 20.7 Q F`LEMMINr� STREET --STA �t+82.91 20. DEAD END SIGN S INV- 19.10 O i�.i�h 20.5 I { Zo.9 I 22.0 22.90 / \ 1 / 1 40LF 14"X23" ERCP W\MITI RED END SECTIONS �Z=20. 2 E. INV -20.70 / LLJ I I' W. INV -20.60 a/ I 1 I 19,8 \ U I 40LF 12"X18" ERCP \ 0 ! W\MITERED END SECTIONS \ I N. INV -19.80 \ m S_ INV -19_70 \ DEAD END SIGN 22-60 \ 21.3 1 3.64 l" UAM CT \ 22.80 \ 1 A = 25'23'45" R = 995.00' T = 224.19' L = 441.02' GRAPHIC SCALE so o Jv •o In ( IN FEET ) 1 inch - 80 fL i 6k0 i I 30" STOP SIGN RI-1 I I 1 9 '0 24" WHITE STOP BAR ( I L1J I 5+00 �f 20.5 r (TYPICAL) 3+0 0 4+00 DEAD END SIGN o I { I t9.9 o I o/ 20.6 \ \ II I U d 30" STOP SIGN R1-1 21,0 \\ \\ / O m / 24" WHITE STOP BAR \ \ I I _j / 16 \ \ I / m \v/ / J // F_ AR GA STREET STA 12+58, 20' DRAINAGE - 1 EASEMENT HUNT COURT - STA 0+00 �� \ �x� / M I WETLAND CREATION AREA I 20' NAGE f I I WIDTH VARIES EASEMEN 22.10 p 18.7 19.7 18.7 I % / ' 25' UPLAN BUFFER 19.6 / �/ I (NO IMPACTS) ------- (22) 6 1 30" STOP SIGN R1-, _+ - - - - - - --- - - l ox1 / 1 \ + 24" WHITE STOP BAR c� _ / j I RVATON EASEMENT (WIDTH VARIES) \ I 40LF 14"X23" ERCP \ , W\MITERED END SECTIONS ( / E. INV -19.60 \ W, INV -19.70 1 r 19.1 / \ i W I LAKE 2 1 / \ q IQ i 392,259 SF 23 21,40 9.2 f 9.00 Ac I I 50LF 14"X23" ERCP - ._..._ - - W. INV -19.10 _ 'r! 0 0 0 I E. INV -19.20 I I 12 , (6 (6 N I _.{ 0 I 240 + i I I � I M41 1\ I I I 1 1 ( ( 2 4 I h 65' COtISERVATIQN EASEMENT { � 2 � 1 I I I I MATCH LINE SEE SHEET 9 UNPLATTED SEE DETAIL SHEET 12 TYPICAL REAR YARD SWALE FOR SWALE ACROSS ROAD R/W 1 1 r a � W d. rn «- cLt rnv 0.. Y 2cy-�r 0. w z s11 V z 0 Lu Ila 4 8t [� Vi 0 ' M (y�� v v N O a L fL �M W C Q MAY 11 1998 z2.sa INDICATES AS -BUILT w ELEVATIONS OBTAINED 517198 0 "Et O 0 0 0 J MES A. FOWLER,P.S.M. FL.CERT.NO. 3495 929 7TH AVENUE VERO BEACH,FLORIDA 32960 r W '' t W CC Gl 0 uJ Wuj JCA W o 0 C u C ui U 0 U-1 a Cz a Uo 0 rn m m m m co m c:o ti >. CD CD Co ro 0 co CU 6) M Lo / U Cn CD rT- Q 0 / n LEGEND �22 = EXISTING GROUND CONTOUR r.l = SWALES 1" 18•, = PROPOSED ELEVATION = CULVERT W\MITERED END SECTIONS = CONTROL STRUCTURE F_ = WETLAND IMPACTS = PRESERVED WETLANDS 19 = LOT NUMBER 0 - 43°48'35" Z R = 450.00' T = 180.94' L = 344.08' D I i CONSTRUCT 2-60" 0 R.C.P. O F EA. MATCH LINE SEE T �°'oNm SHEET 7 Q�TN'2 �Lo O bL_UUN H 0'91, 18.7 2 z 0, 0'8 l MP F-N t Q W U� 0 F U) M wo Luuj ZLL l 18.7 18.7 18.7 1 4 1 22.6 v �w I �20' DRAINAGE vm� I EASEMENT 1 1 \ \ 1 2 a s a az 0 W W w� 6 O 1 5 j5�j�Lo(o I I I 1 ( 1 I \ o I I 1 l 19.1 0 I � 1 I 1 EASEMENTAG 9.2 1 ( 1 f 1w 7 I I II I Y z W 1 O 21.3 1 I I 1 20.9 1 rn U U O 21.40 50LF 14"X23" ERCP 1 3 1 0 W\MITERED END SECTIONS O 02 p I 1 1 O 1 18.9 E INV =19.20 1 W W [] 23.05 0 W INV =19.10 CONSTRUCT REAR YARD SWALE TO W W 1 1 1 O 21.65 1 1 To (T PI CALO HERE WETLAND HOWN) m zz W F Q d o �\ W 3 U J 16 ® 0 m o o 1 + ( 1 o-) 1 1 U M 1 80 T PI AL U o I I � z to D 8 1 1 U o I I 1 N O 3 + W O � mCn (m 1 1� 1 1 W N 04) w A m m 0' R/ I o I 1 �' m T - o 17 I I -�z�om I � � -j i i o�'^^ o zao �n O m �J UNPLATTED W= J n 1 l I m Q Cl) a H tL n - _ rn I W/ CONC. HEADWALLS P FDOT o U 1 3 0 N .� INDEX 51. I + 0 W F r 3 a 0 N `�� N. INV. 10. 0 M 1 Q + U w Q Q w S. INV. 10.2 1 (� NC 1 _j _ to Z x 4T SAW -CUT & MATCH \ EXISTING PAVEMENT REMOVE CUL-DE-SAC REMOVE EXISTING 60 23.90 CULVERTS TYP. OF 2 / o = 84030'41 " R = 50.00' - T = 45.43' 1 = 7A_75' GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 45 w 4 o a Co 0 Q o 15 m l N Z° N a u o O O 21.3 21.3 1 DEAD END SIGN 1 1 1 1 = o '.. 2 O Q O 18 Jww ap O - QafJ� o) I ( wQ� � U) x o 50LF 14"X23" ERCP EASY STREET - STA 14+38.23 = Co N k W\MITERED END SECTIONS 1 FLEMMING STREET - STA 11+82.91 1 w O_ o o o N INV= 19.90 Ld>- w 0 �P \ \ FLEMMING STREET - STA 7+58.39 S INV= 20.00 19 9 STREET 20 7 3 RED 18" X 18" / CL BARBARA COURT - STA 10+00 22.25 END OF PAVEMENT N \ CL BANKS COURT - STA 10+00 20.5 0 20 7 MARKERS yv- f- t� W\9 REFLECTORS EACH oM 30" STOP SIGN R1-1 7' O.C. 4' HIGH X + \ 24" WHITE STOP BAR s��" Q 0' TYPICAL 1 \ O g+00 1+ 0 11 00 23.05 12+00 1 0 14+00 14+9.97 O 22.75 10 40LF 14"X23" ERCP \ \ 20.5 "� X013 STA: 12+19.91 � • o W\MITERED END SECTIONS a -.F- �f_ o,� END PAVEMENT CONSTRUCTION +� E INV= 20.60 22.15 \ 19.8 M�NG o 30" STOP SIGN R1-1 W INV= 20.70 \ E o 24" WHITE STOP BAR 50LF 14"X23" ERCP ��` �k00 30" STOP SIGN R1-1 -29� LEMMING STREET - STA 3+06.83 20.6 W\MITERED END SECTIONS 20.0 20.2 24 WHITE STOP BAR _+ + N INV= 19.20 1 1 (TYPICAL) 2$o q l0 20.7 1 - S INV 19.10 20.5 END OF 20. I 22.0 DEAD END SIGN k�0 �~ 20.7 PAVEMENT 6 1y� p - -��� _�� ' 30" STOP SIGN R1-1 1 1 1 g PROPOSED 4' WALK \ p � � 1.0' OFF R/W LINE \ (� 24" WHITE STOP BAR I 2+00 3+0 0 4+00 5+p0 20.5 ok- (TYPICAL) 1 I W -� \ J o DEAD END SIGN 0 I 0 2hj z 19.9 CD 22.90 - 20.6 / �o o o 1 30" STOP SIGN R1-1 21.0 \ \ / In � 40LF 14"X23" ERCP 24" WHITE STOP BAR \ \ / J 2 W\MITEIRED END SECTIONS m 0 16 / E. INV =20.70 20.7 O O W. INV =20.60 0 \ O X � 19.8 17 / / �I �I �I �I 2hI 40LF 12"X18" ERCP \ - �� / - ! -\I "I W\MITERED END SECTIONS \ N. INV =19.80 - - - S. INV =19.70 _ - AREGA STREET - STA 12+58.C11 \ -20' DRAINAGE -_DEAD END SIGN CL HUNT COURT - STA 0+00 EASEM` NT M5 \ �IWETLAND CRiATIONU AREAS � 2.60 `� / �20' D INAGE / / WIDTH VARIES - D1 EASEMEN / \� � � � 21.3 HUNT CT. 22.10 � 4 0 o = 25023'45" \ R = 995.00' \ T = 224.19' \ L = 441.02' 240 3.64 100- 0 18 7 18.7 / 25' UPLAN BUFFER 22.80 0 19.7 19.6 I (40 IMP4CTS) A � 30" STOP SIGN R1-1 � A A / 24" WHITE STOP BAR 00 / / 0 SERVATION EASEMENT WIDTH VARIES 40LF 14"X23" ERCP 22.00 ( _:IJ � A A Lu W\MITERED END SECTIONS 1 I / / E. INV =19.60 19.1 �\ A � � A A A A � A p W. INV =19.70 / J 13 / WLL o Q o / Co O�C ( LAKE 2 N Lu m 0 21.40 / W � � Q 392,259 SF 23 19.2 I O 1 9.00 Ac / o � O 22.80 1 50LF 14"X23" ERCP / A � 2J � A � J T � -- 20.6 , I I ® U W. INV =19.10 b `n o 0 0 ( E. INV =19.20 �I �I �I O 12 N C6 `6 J \ v, 20.6 N 1 \I o + O 1 1 1 M4 2 4 1 2 65' CONSERVATION EASEMENT SHEET 1 - O I MATCH LINE SEE SHEET 9 OF 13 RANDALL LEE MOSSY, FL PE22326 9 6-166:99 - 2 60 1AATCH- LINE SEE SHEET 9 U C H CU CD C, Cn Co Q Cd m CD 757 CD m co CU m CU cD CO r-, z w C-D 0 m Q 0 co c� / 0 co N m a� j U CD z Q 0 / LL LEGEND �22 = EXISTING GROUND CONTOL = SWALES = PROPOSED ELEVATION = CULVERT W\MITERED END El = CONTROL STRUCTURE = WETLAND IMPACTS = PRESERVED WETLANDS �g = LOT NUMBER GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. i S TO WETLAND 3 SERVATION EASEMENT r RANDALL LEE MOSBY, FL PE #22326 Lo Lo z z z ¢ ¢ SCO1- ot N U-m r B�m cnm aw zw w w J a �O O ON m �p M I J� Q m(- wp w KW p I J Wz 0o p p w wm w wuj w w o _ cn3 Vv>w cn cnQ �6� Q'V1 w d'J Q' wo a <q CD m � � o Li rn 9 Z w U U z C W O m Q m N m lo w z Z > Q G ® m ® i d O m U�/) W 0 = J L= ® f� / Vd r = a0 J o 0 .. K Z U W m 2 ® Z N G a U. a Cl) O 2 se uj Lu Q 0 LN.L O w J Li Z Q H Q m W LL- U SHEET 0 OF 13 96-166:99-260 C V) ro CD CD Cn Q Cz a cn 0 o-) rn rn 0 0 0 ai 0 rn a ro a W 3 C) 0 m a 0 c_o CU 0 co C\I I / cn rn / U UJ U rT- r-� 0 / t LEGEND �22 = EXISTING GROUND CONTOUR - = SWALES i� = PROPOSED ELEVATION - B=--a = CULVERT W\MITERED END SECTIONS 0 = CONTROL STRUCTURE = WETLAND IMPACTS = PRESERVED WETLANDS 19 = LOT NUMBER GRAPHIC SCALE 60 0 30 60 120 240 ( IN FEET ) 1 inch = 60 ft. a R = 5' \ \ D = 47'32 2 4 o A = 94.80' 80' RIGHT OE WAY' CB = S1"57'13"E / ^dam' I CD = 92.11' END OF PAVEMENT \ \ \ 11 AT E/ SEE ET 1 O l� O 21 6 1.91 20.2 \ \ 2r e � NN +�� 1I 19.9 1.57 +9.8• \ � O I +..... tz / 22.08 R = 524.82' WETLAND / EXISTING PAVEMENT A = 85.°50'4 W L 25 �� EXISTING PAVEMENT LOCATION CB = S32°52'33"W 22 LOCATION / 1 CD = 85.41' O (NO IMPACTS) � O I 40LF-14"x23" ERCP W/ MITERED END SECTI N O ' E INV = TT.TQ 19.08 1 ' 9 - R = 95.01' 1$7 R = 305.00' W INV = 19.20 19.23 ' D = 38'41'45" I D = 37'32'35" A=64.17' A=199.85' \ + CB = S3'17'04"E EDGE OF LAKE �"- CB = S18'46'18"W o CD = 62.96' I ELEV=18.0' LLD = 196.30'LA / O 242,7613SF / WETLAND .0 5.57 Ac +9 �e W L 4 I I I I ( I I I i R=1960.00' - - - -L4-36-.4' - °) -- 6.0 . o .711918 19.18 23 ( ) NO IMPACTS i�l 50LF 14"X23" ERCP 13 21.67 W\MITERED END SECTIONS I 16.0 I E. INV =19.26 19.18 / R = 785.49' 18.0 1 4, W. INV =19.19 19.18 co D = 9'23'50" A = 128.83' CB = S4'14'21 "W 21.5 �°'/ +8-7 PROPOSED 4' WALK CD = 128.69' u W o 19.0 BLOCK H 1.0' OFF RfW LINE 21.5 20' DRAIN E r~r^^ I CONSTRUCT REAR YARD SWALE TO EASEMENT vJ N DRAIN TO WETLAND N (TYPICAL WHERE SHOWN) O 60' TYPCIAL - 20' DRAINAGE N ZI I EASEMENT ol0 2 4 N O o S O o A 15 30" STOP SIG R1-1 20.7 I I o 60LF Q o 24" WHITE ST P BAR 28 R = 75.00' ( I JBtF 12"X18" ERCP � z 60LF (TYPICAL] D = 87*16'07" W\MITERED� �E(N�D SECTIONS �F 12"X18" ERC 3 A = 114.23' N. INV =qTTPT19.83 15' DRAINAGE CB = S46'21'56"E I ( 1-9-� 20.3 S. INV=20.0019.93 1-"2 W\MITERED END SECTIONS CD = 103.51' N. INV =26:66 19. 6 . 22 86 9x HOLDEN AVENUE S. INV = 20.06 HOLDEN CT. / `. EASEMENT 8+00 2 .08 �� 7+00 6+00 5+00 4+00 +o +00 2+00 ^� 1+00 0�'` `L� � 0+00 20.4 �Z AA N 90.00 00" W I 506.48' I I TYPIEPsL I �00 .. h tiff +9-8 57 40LF - 14" x 3" ERCP zE935 ~ W/ MITERED END SECTIONS 20.3 22.64 z81 DEAD END SIGN `L N INV = 19.78 19.66 U) S INV =F9-86 19.76 30" STOP SIGN R1-1 w 24" WHITE STOP BAR EASY STREET - STA 51+ 8.53 = cn CL HOLDEN AVENUE - STA +52.00 _ SITE BENCH MARK ELEV=22' 57' NGVD z o q (P.C.P. #3435) _ 2 9 3 0 31 0' TYPICAL O O O O 3 2 3 3PROPOSED O o 00 - � 4' SIDEWALK 80LF OF 30" RCP 6 BLOCK F EXISTING DITCH 23.06 r HEADWALL z'4 $8 E. INV =-19.20- 15.97 Cn w W. INV =see 15.81 21.5 f BLOCK J 22.0 510.00N90°00'0"W 528.53' wS90°00'00" f EXIST. SWALE\DITCH TO REMAIN 22.8 N 00 w iV L0 a w ?� (n N LLIW(/'I � � z Q 4 Wo O o5 WO L O 'wC�Do O O Z o 0 OO I o M O N O Ll Cn - - - - - - - - - - - - - - - 30--TOP SIGN R1=1 24" WHITE STOP BAR U N Co R=1255.64 ENGLAR DRIVE 807 R/W - - L=45.00 60 LF 14" X 23" CULVERT (CONCRETE) EXIST. " ERCP REGRADE EXIST. SWALE AS REQUIRED TO MATCH E. INV = +&.+6--18.12 EXIST. SWALE W. INV = 1S3$ 18.23 R REQUIRED AS REQUIRED TO PROVIDE = 17. 80 N. INV = 17.17 S. INV = 18.17 NEW CULVERT INVERT POSITIVE DRAINAGE EAST SOUTHCROSS SECTION EASY STREET D NTS 1.0' OFF R/W LINE MATCH EXISTING GRADE CROSS SECTION EAST( STREE ■ NORTHOFHOLDEN NTS "0 "0 I co Cq c\O N \ Q N N Z Q0 o W co o� C U Y :2 a - U ^II In in z Y W cW�� U Z C m W Lu cv M n U W Z a G go O z Z > a 0 0) tp hn ILL PO 2 V n aa U 0 m ®Q C N 0 a s Q V/ Cl) O 2 Q O J LL. Z Q 0 (n Q W m W u) O U 0 SHEET 11 OF 13 R4NDALL LEE MOSEY, a PE #22326 g 6 -166:9 9 - 2 60