The URL can be used to link to this page

Home My WebLink About20150995 Ver 2_06_Permit Impact Drawings_20190328�------------------------- � � � � � � � � � � � , � � ', Q I i � �i �' i � i O � N � N i � N �, O i � i � i c a> � � � c 0 � i ' `� i C i W i i -ti ' �� ', � � � i U i � � o � �� _�, � � � � o '� � � o � � � � � � � � � � � � � � � o � � � O � � � I O � � � � � ; I N � N , , o , �, o � � � o 0 �, � I J I Q � � � � � � i � ' N � � � N � \ � See Sheet �-A For I ndex Of Sheets See Sheet 9-B For Conventi onal Sheet Symbols PARK - DEPOT GREENWAY F U QUAY-VARI NA N O RTH CARO LI NA 2 752 6 , OF WORK; GRADING, DRAINAGE, PAVING, SIGNING, AND MARK/NGS LENGTH OF PROJECT: PARK DEPOT GREENWAY: APPROX. HWY 55: APPROX. OF MEDIAN AND END PROJECT PARK DEPOT GREENWAY -L2- Sta 30+90.00 WAKE COUNTY ' � LOCATION GREENWAY IMPROVEMENTS BEGIN CONSTRUCTION -Y2- STA, 10 + 62. 00 PROJECT GRAPHIC SCALES ENVIRONMENTAL IMPACTS ALLOWABLE BUFFER IMPACTS WETLAND IMPACTS SITE NO. STATION (FROM/TO) SIDE ZONE 1 ZONE 2 TOTAL PERMANENT FILL (SF) (SF) (SF) (AC) 1 11+42. 92 12+30.15 LT/ RT 2623 2216 4839 0 2 18+94. 75 19+34. 98 LT/ RT 0 0 0 0. 03 3 23+81.89 25+26.99 LT 0 1104 1104 0 TOTAL 2623 3320 5943 0.03 PREPARED IN THE OFFICE OF: TOWN: ENGINEER: SURVEYOR: ,: ,: END BOARDWALK -L 1- Sta 16 + 14. 00 ■ P.O. BOX 33068, RALEIGH, NC 27636-2050 PHONE: (919) 677-2000 FAX: (919) 678-4181 NC License #F-0102 TOWN OF FUQUAY-VARINA PUBLIC WORKS DEPARTMENT 401 OLD HONEYCUTT ROAD FUQUAY-VARINA, NC 27526 (919) 753-1039 TEL (919) 552-7481 FAX CONTACT: TRACY STEPHENSON, P.E. KIMLEY-HORN AND ASSOCIATES, INC. McKIM & CREED 3001 WESTON PARKWAY 200 MACKENAN COURT CARY, NORTH CAROLINA 27513 CARY, NC 27511 (919) 678-4194 TEL (919) 233-8091 TEL (919) 677-2155 FAX CONTACT: MATT WEST, P.E., AVS CONTACT: TIM VAN GELDER, PLS a�� ,�� :_. �� r - �� a � � � t � � c � c ��t�� . Y i i i � 3 i � � � � r � � � � � �� ,:�� F � ic �c �� : * � t: i PROFILE �HORIZONTAL) 8 4 0 8 16 PROFILE (VERTICAL) CLEAR/NG ON THIS PROJECT SHALL BE PERFORMED TO THE LIM/TS ESTABLISHED BY METHOD ll THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (919) 677-2000 FAXe (919) 677-2050 NC LICENSE °F-0102 �2015 ��ELI�1-II�TA�Y �LA�i� Do �7or u� roR �a�7arRu�rrvoN z 0 = W � � G C Z oc O � W �C a � a z Q a Z 0 Q _ � � 0 z a Z � > a � � Z � � > � a � 0 � OO DATEe 08-�0-2015 R / W PLANS IJ KHA PROJECT: I 01�6�2011 i- - - - - - - - - - - - - - - - - - - - - - - - ' P/ Sta /0 +50.53 '� o = �° 2a �o�' (LT 1 �� D = 38r 58" i8.� I L = 22.08' ', T = 13.59' �� R = 15.00' -Y/ - P/ Sto ll+19.06 �= 2° 56' 00.�" lLT J D = 3" l0' 59.2" L = 92.16' T = 46.09' R = 1,800.00' -BL- 4 ELEV = 363.05' N r 58� �.s� E � S 04°55'32" E � 977,12' '� c � ', � � Q i j ,. :�.��w°.r,��.. „�:;i,,«...�i ��,',� , i � � , � � i Q , � ALLOWABLE IMPACTS ZONE 2 i \. � N F - - , -- -. � I � i i � o � � � � � � � � � � 384 � � I j � c � w � �� I � -- - � '� � 376 - - �i U I o L �� z � ' 368 � � o ' � - - - � � � o �� c � � � 360 � � �� o � � 'I o ' � 352 �, � � � , � N ��, 0 344 � � 3 � ,I � � Q 336 � � ,I � '� 32 8 '� � , ��, N 320 � � , N � � DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ot F�n Natural 3'1 �e< Slope Ground ?•� p F\a d Geotextile Min. D= 1.0 Ft. Type of Liner= Class I Rip-Rap Max. d- 1.0 Ft. -Y1- STA 10+79,10 OFF 25.19' RT ELEV = 359.21' � _ � S ¢�2,� - � FROM STA. 11 +00 TO STA. 11 + 60 -Ll- (LT) BZ 2 -BL- 31 I -Ll - P Sto. l + az � -L- STA 11 +51.08 OFF 32.09' LT ELEV = 351. 60' ENQ ti 0' -�ll ASPHALT GREE1�1 y�AY PECIAI� LATERAL 'V' DITCH �� 2' A►/EL SHOULDERS TB TB T�-T8� EST C35 TONSIP RAP EG/ AR ALI�B---'TB EST 4O SY PSRM -Ll /O.12+50� TB-�,Tg��T6 TB T6�- SEE DETAIL I � 0 �`� � / �� roP=3q� �� -�- � ��0 S 04 ° 8'22" �� BZ 1 � a �,. � � � F \ \ � - F -Yl- POT Sto.12+05.90 / -Yl- PT Sto. 11+65J3 P/ Sta /0+90.00 p= 73" 44' 16.6' lLT I D = 4T 44' 47„� L = 154.44' T = 90.00' R = �2o.oa � -BL- 3 _�r� RIP � � � -Yl- PC Sto.10�72.97/ N 4' 54' 55J' E -Yl- PT Sto.10+59.02 -Yl- PC Sto.10+36.94 N 89' l5' 05.2° E� -Yl- POT StO.10�00.00/ PIPE HYDRAULIC DAT A 48 LF - l8" RCP -lll DESIGN DISCHARGE = 6,90 DESIGN FREQUENCY = l0 DESIGN HW ELEV AT lON = 349076 BASE DISCHARGE = 7e50 BASE FREQUENCY = 25 BASE HW ELEV AT lON = 349085 OVERTOPPING DISCHARGE = N/A OVERTOPPING FREQUENCY= N/A OV ERT OPPING ELEV AT lON = N/A CFS YRS FT CFS YRS FT CFS YRS FT -L/ - Pl Sta l2+17.4/ 0= 25° 36' 2/„9° IRTI D = 40" 55' 32.0" L = 62.57' T = 3/.82' R = �4o.oa �',c'" � ` / : :� F �0 ,� 1 I _ / � , -- - % �� SITE I �, , �ti ~m 1h� �� 8° 45' 59.2" E -BL- 30 ~� -BL- 29 -L- STA 3+ 3.68 OFF .99' R -�- STA 14+61.90 OFF 10.08' RT ,� ELEV � 3 .34' , ' �,� ELEV = 341.98 � i �m Q , � � �7' 'T 7_ S � �� . o� mH N m F �m �,v 1 7 � , z N , m � W , � � �� sZ � o � O �g * � �� c�n = - PE � (/') J Z I Q PE � J � v� � � � . � �(. �!. �, Q �I . �� ,m ' w ' � �m � , � W TOj�N OF FUOUAY yARiNA �` FRED L. o STEPHEI�S ET, AL. e � � ( T/E EQUAL/TY -Ll - Sto. l0 +00.00 = -Yl - Sta. l0 +50.00 ELEV = 363.53' - BEGI GRADE -Ll - Sto. l0 +l1.00 ELEV = 363.68' T/E TO EDGE OF EXIST TRACK Pl = 10+42.00 - EL = 363.8/' ' VC = 62' K = 7 �+J1.40% - - � +10.40'/. � Pl = 11+88.00 �. EL = 35/.64' � � J8'33y �/� _ l22' � K = /7 ` � � � � � � � .,,� �..� ,J� . ,� .�py _ , BEGIN SPEC/AL ' � D/TCH GRADE LT �� - � - - -U - // � �-'r�-r-rT � ELEV = 352.82' PROP /8° RCP -lll ST A ll +55.3/ END SPECl,4L ELEV = 348.0' D/TCH GRADE LT -L/- //+ - ELEV = 348.20' - -BL - 3/ -L - ST A ll +5/008 OFF 32009' LT ELEV = 35/e60' -BL - 30 -L - ST A 13+03068 OFF 5099' RT ELEV = 342e34' 10 MIDDLEBY MARSHALL.INC. � -l-P tl+ _ -Yl - POC Sto. l0 +50.00 BEGIN PROJECT BEGIN l0' -y�IDE ASPHALT REE1�1 y�AY lTH 2' GRA EL SHOULDE S T/E TO EX/ST ASPHALT ATH -��- PT Sto. 11+54.44 -Ll- Sto.10+0/.55 98091' � �P `� �`0 � ti ��'PG �� g � ti . �0 / - - F ^� - F :� `PeRK n� E AY _"_ '�I ' . = '-- ' '�' • � _ "'_-_-�� '�_ , . ,^ �� r : ' j ` � ; �-.�:...�-•'�'-----•-- .s� * �� r' , .•�� ----•+�= �;�% -��--- ,� � i / � - -----_-_--�� - ----'------+'Oi�•,----- ---- �� _ ... - - � _� F� � � � \ � � _ � \ � F � 48'-I ' RCP-III � - I��Q OU 60 4347:8 5.8' LT S7A. 11+52 -LI-. 20.6' RT S 34` 22' 2/.2° E OUTLET PROTECTIO ESTS3 ONSP RAP EST 10 SY GEO -Ll - PC Sto. ll �85.59 N i1pD�7� I r��v�q � . . X I BEGI BOARD ALK �+ . ELEV = 350.92' �PROPOSED GRADE �-1/.l6% � r' �'_'_'_'-' �_I, ♦ ♦ EXISTING GROUND -BL - 29 -L - ST A l4 +6/090 OFF 1Oo08' RT ELEV = 34/e98' 11 12 13 MICHAEL T. RODGERS AND �IFE. SARAH B.RODGERS <<0z dN� -�-�g ablV FRED L. STEPHENS ET, AL. .� �-'-'- -'-��I��'��'��'��1.��. ��i-1 I�I�I�r i�l� I� BOARDW ALK l0' SPACING FROM Stao l2 �87 T 0 Stao l6 �07 -L- PARK DEPOT GREENWAY 14 15 ., .• �� • :� �� 352 344 �: �'� .� 320 PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (919) 677-2000 FAXe (919) 677-2050 NC LICENSE °F-0102 C�2015 ��ELI�1-II�TA�Y �LA�i� Do �7or u� roR �a�7arRu�rrvoN Z 0 ► W � � � C z z o � Q � � y c = o � a = � � � Q � a Q o Q � o a i► �. � W � � � a c U � o a a W _ � W = 0 a °z � � , a KHA PROJECT: 012622011 DATEe 08-�0-2015 R / W PLANS �, c � I� � � � � Q � � � �i � � � � � � � � �, o � N N i � � N ' O i i i p i � C i N I � I C O I L � �� c �, W �, � � � i L a� '� � i � i U i � � i � i � i =�, i � � � o � � � � � o i C i � � � � � � i i � � a � 'I o � L � � � , � , � � � O N '� � � N , �, o � o � 3 � � � � o � � I J i � � � ', � � o � N �, � � N � � � �------------------------- ♦�� ►�� :�� i. / ALLOWABLE IMPACTS ZONE -� ALLOWABLE IMPACTS ZONE 2 � \ � ` \ �� \�\ T �A � \ F '°F � \ p�� E �� e� �TB►�TB�� pe �e��-TB �g �B TB TB TB�--��TB �i��/�g� �B � �� B rB �J G"t 5F� ��r r � „ �s k , TB TB TB TB TB TB _ `i18 ' B TB B �Fj �� FRE� L. STEPHENS ET. AL. TB\re"Tg'�e �_T6 -TB TWG ��P/'� ? 20� SE�� qSEMENr BZ 1 ��<. � BZ 1 82 BZ � � Q,� -� _` , Bz 2 ' � 3 �� Q� � BZ 2 � ? G� �� -Ll- PC Sto.16+80.54 : 3 BZ 2 F E P` _��- AYFE ___ --- F _ � � .�� -Ll- PT Sto.17+35.14 pTF GRE E�_ _ - ,� �� -Ll - PRC Sto. 20+28.8/ P�►RK �E P _ PE - - _ - - -� � F -BL- 28 / -L- STA 15+85.15 OFF 15.65' RT ELEV = 341.88' S 8° 45' 59.2" E END BOARDy�ALK BEGIN l0'-y�IDE ASPHALT GREEI�y�AY lT H 2' GRAVEL SHOULDERS -U - ST l6 +/ _DO � -� -� � . �/ � BZ 2 BZ � BZ 2 �� ., I . eZ 2 TB T8 TB` �e� `_ % �Te--�Te��Te TB� BZ 1 BZ � TB TB TB� B�T uNNAMEo TR,a ro -Ll- PT Sto. 23+95.23 TB �TB� -TB'�� e �rB�rg TB�-�g'�� BLACK CREEK �e�� OUTLET PROTECTION ESTS5 TO,NSP RAP EST 14 SY GEO \\� \� � � � �F � F� -BL- 27 -L- STA 18+02.37 OFF 4.22' LT ELEV = 345,50' SITE 2 �� FF �i� � , � �� ' � � P i� F� - F PE E' I 6, I 4. R 342.7' I� �A�OUT33 342�45.5' RT STA. 17+46 -LI-. 15.0' LT � �.�/�/ � � -L/ - P/ Sto /7+08.32 P/ Sto /8 +77.57 �= 26° 04' 10.9" fLT 1 �= 34"' 20' 26.6" fLT I U = �'T � 'T'T � '7 �•J r D - �/ �� •V L = 54.60' L = 47.95' T = 27.78' T = 24.72' -� R = �2o.oa R = 80.oa 368 - 360 E D -L/ - ELEV 3 5 2 PROPOSED � GRADE r -ii.�F - 344 '" - - - - � � ► � ' 336 328 s �`° 5a �o�� E �I� �.� - - � , � B 2?� � - c E� -OUTLET PROTECTIO E F� ' � ' � - - � E ESTS$ �NSP RAP / i - cE EST�I SY GEO Q�, /� � � F , � Q� `� -BL- 25 � � -L- STA 21 +85.16 � OFF 22.15' RT � / F ELEV = 343.62' / / / i/ � / k• ' E � � _ F� � �� S 66" l2' 43J° E �► - � �� .� � -BL- 26 -Ll- PC Sta.18+52.85 -Ll- PT Sto.19+00.80 S 69' l0' 36.8" E vrrvvivu -L/ - P/ Sto 20+79.26 P/ Sto 22+79.80 P/ Sto 23+67.25 p= 45° 36' 3/.0' fRT l �= 22° 47' 47.0" �RT I p= 42° 05' 18.8« �LT 1 o= 4T 44� 4�.�� n= 3r 4� 5i.s� o= �r �� .o� L= 95.52' L= 7/.62' L= 58.77' T= 50.45' T= 36.29' T= 30.78' R= �2o.oa R= �80.oa R= so.oa 16 17 18 19 20 21 22 23 24 F -L- STA 19+81.57 OFF 2.90' RT ELEV = 345.63' -L - PC Sto.19+39.50 � 2g'- 4 RCP-IV / HEAD ALL � CDOT S 3D3868.01 STA. 1�3+27 -LI-. 10.0' RT I�T�Q OUT31_ L314210,0' RT S7A. 19+22 -LI-. 16.0' LT STA. 19+26 -LI-. 16.0' LT ,-Ll- PT Sto. 2/+24.33 � � `O� C'n� O6- � BZ 2 V� � ._ , �TB� SITE� � � 6ti � � J�� Z� ♦ y� > � �� %i ��'s � • S 85 30' 14.9" -BL- 24 -L- STA 23+83.59 OFF 50.47' RT ELEV = 334.92' -Ll - PC Sto. 23+36.47 -Ll - PT Sto. 23+15�3 -Ll - PC Sto. 22 +43.52 FRED L. STEPHENS ET. AL. . ,.. �•� 352 .. . .�•� �'� . • PLANS PREPARED BY: Kimley>>> Horn PO BOX 33068 RALEIGH, NC 27636-3068 PHONE. (919) 677-2000 FAXe (919) 677-2050 NC LICENSE °F-0102 C�2015 ��ELI�1-II�TA�Y �LA�i� m �� R ��w�«� z 0 = W � � G C Z Z a � '�O' o � � � y o = o � a = � W Q � a Q o � � Z � a � �. � W � �7 � a W c U � o a a W _ � W = 0 a C Z Q �ii Z � � , a KHA PROJECT: 012622011 DATEe 08-�0-2015 R / W PLANS � c c i t � � � � � � , �� '� � I 'c i � ' � ', c � � � � � � �; I � � � � � �� : ', � � � I ; � � L �� ? � � � �, � � � � �� : �: � � � � � � � � � � ', � L � � I � � , � � � � ', n � � I � I C � C � � � � � � � � �� ' � � � � � � � � � -L/ - .�. �- � PLANS PREPARED BY: FRED L. STEPHENS ET. AL. -Y2- S .62.17 OFF 23.46 LT \ DEERE & COMPANY P/ Sto 25 +58.12 P/ Sto 27+30.43 � n 1 ELEV = 33 - ' T�TCHO EX STING 3 �' p 47" 35 5/.9' f RT l � 75 08 3/.l �LT J 1 -c �S T � D = 47" 44' 47.3' D = 7/' 37' 11.0' !� N -Y � �3 /+36.69 = � � > L= 99.69' L= 104.92' � e-Dl- PO l �.�Q�M Kimley >> Horn BZ 2 = 2.92� T= � � 2 SEECDETAILTERAL TCH ENr \ � R= l2 . eZ=2 80.00' ,PF ou TECTION �� o y,,%� CLASS 'B' RI ss � N Po aox 33o6a BZ � ,�� 82 EST 2 TOI�S PHONE��'9i9i 6� � o 0 68 BZ � T 7 SY GEO \ Q FAXe (919) 677-2050 TB NC 2015 NSE °F-0102 Q N E D CO STRUCTI � -�>e �'-I ' RC335.9' \ z � � E D P �E E T Kl G j_rg B TB �! e a. �o+ -o�-, 32.0' RT � M �� -Ll- PT Stoe 2� .88 �B-�TB� B Y2- Sto.13�05.50,�8 I TB B�v ouT = � � �A. 10+28 -DI-. I . ' T N l -�iB�- �- -TB TB -"(8 /76 7B TB��' ��. .. .. �� Q T � � ` T8 � -_ 7B i6 '(B C L� 7 TB- TB -TB / TRIB ��'°1: iB _� � � � TB�-TB�- -TB TB � t8,�1I�D��! ,, T9-TB �BL� 2 � � �E��'I� AR�� N N �`�' `� � � -Ll- PC g�A�K r � $tQ. 25+05.1 S � T E 3 _ `"-:, NCQOT STD. 840.1 -L- STA 30+35.05 OFF 58. ' T �"'�"'� STA. 29+45 �L2-. 15.0' L = 336,01' S 6 J QeZ � 3 OP = 338.2 J 3 BZ 1 B � � V= 335.9' E OJECT � 55�06„ � � XISTING 20' S E ER EASEMENT 27+73 Q/ _ -L- PRC Sto. .� --- GRADE TO AIN EItID lO�- ASPHALT GR�'l�l��l SEAL ZLV _ F _ BZ 2- '2 TIE TO EXISTING � gZ �ECTIONS CROSS /TH Z' GRA EL LDERS T��N OF � lv --�E F OUTLET PROTEC�I�DN DITCH � T/E TO EXIST P l�s� FUO �(n F �� CLASS 'B' RIP RAP �LASST B R�PERAP N '\ � -L2- St0.30�90.�� 8 9��6��E v�Y ��R//Vq _ �- � ��., EST 3 TONS - - �0 � --- � _ P� `-�- EST �o sY cEo EST 2 ToNs � S 76"46' 23.0" E Q � E O EST 7 SY GEO � � ��-oo �i� -Ll- PRC �W � F F ; F -L2- POT Sto. 3/+05.52 F � � F Sto. 28+45.55 F_ _ F p -L2- �� '�� o i- �- F ARK DEP07- G, q E E AY -BL- 23 � � � � 11 F � -L- STA 25+56.43 � �iOFT ,9� � � �� -L2- PT Sto. 30+66.99 OFF 9.45 RT � � � O� ELEV = 343.01 � ` � E P� _ \ ` J " � s 85 3a �4.g E � � E � S 37" 54' 23.0' E F�__ F �_ �� -Ll- PC Sto. 26+68.89 \ p �� F �F -_ r� � - c -L2- PC Sto. 30+29.67 F F \ e� `� E ►�► F �,1 N 3/' 5 7' 5 6. 0" E - P � -L2- � -L2- PT Sto. 30f03.0/ �, P/ Sto 29+90.20 P/ Sto 30+5/.l8 �B�- 22 2s�-�5' RCP-I� � �= 53° 06' 49.4° lLT1 �= 7/' l5' 4/.0" fRTI -L- STA 27+14,69 OFF 27.44' RT Ilyy II� = 336.3� , -L2- PC Sto. 29+75.20 �_ l90' 59' 09.4° D= l90' 59' 09.4� ELEV = 341,51 I i� yQ'OUT+86 336.�'12•0 RT L= 2 7�/, L=��/, SPECIAL ATERAL 'V' DITCH S TA. 28+82 -LI-. 15.8' LT SEE DET,�� -Ll- PT Sto 28+9/.99 N 85' 04' 45.�' E ro�yN oF FUOUAY yAR�NA T= 14.99' T= 2/.50' 6'-I ' RCP-ly � X 27'-15' RCP-I V. � N V � N ; 336.3' f� = 3�.��' IQ = 3�.��' I I 340.0' �, �-TA. 29+45 -L2-.13.0 RT DETAIL 1 -Q/- � FRED L. STEPHENS ET. AL. I Q�OUT 50339,�.17.1' RT N 85• �, 45.�� E x o' �' INV OUT = 335.9. STA. 29+45 -L2-. 15.0' LT � - �n � SPECIAL �ATERAL �V� DITCH SPECIAL LATERAL 'V' DITCH S A. 27+63 -LI-� 13.5' LT SPECIAL �ATERAL 'V' DITCH � � SEE DET IL I (Notto s�a�e) P/ Sf'O /OfJ�8.28 '' -Ll- P/ Sto. � TIE TO EXISTING � SPECIAL �ATERAL V DITCH IL � 29+07.33 � �= 37"43 02.0" IRTI SEE DET IL I DITCH � t , k��{��L�(' Natural �., �e� F,�� D= 79' 34 39.0" N _//_ Ground ?•� D �\d'�'� Slope L = 4�i�f0� O L T = 24.59' � AL LO WAB L E I MPACTS ZO N E 2 P� Sto 28+12.29 � P/ Sto 28+69.45 S 43" 34' 50.0" E -L2 - P/ Sto. 29+20J4 - �= 5/' 23 05.4 fRTJ p= 33" l5 26.0" fLTJ Min. D= 1.0 Ft. R = 72.00' � -Ll- POT Sto. 29+13.73 = BEG/ CONSTRUCTI N D= 7r 37� ii.0� D= 7� 37' ii•O" -L2- POT Sto. 29+i3.73 = BEGi PA E E T ARKi GS FROM STA. 27+00 TO STA. 28+00 -Ll- (RT) L= 7/.7J�' � L= 46.�� FROM STA. 10 + 50 TO STA. 12 + 00 -Y2- (LT) W F F -Y2- POT Sto.10+95.00 -Y2- StQ.10+62.00 FROM STA.10+50 TO STA.10+77 -Y2- (RT) Q T = 38.4� T = 23.�� FROM STA. 11 + 53 TO STA. 12 + 00 -Y2- (RT) � TIE TO EXISTING -YZ- OT StO. IO+OO.00 R= 80.00' R= 80.00' o�rcH 0 PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A PIPE HYDRAULIC DAT A Z 36 LF - l8" RCP -lV 28 LF - l5" RCP -lV 76 LF - l5" RCP -lV Q 376 _ DESIGN DISCHARGE = 3050 CFS DESIGN DISCHARGE _�a45 CFS __ DESIGN DISCHARGE _ 1036 CFS 376 Z� °� � Q DESIG FREQUE CY =�0 YRS DESIG FREQUE CY =�0 YRS DESIG FREQUE CY =�0 YRS � ¢� N N N N N N � = y D E S I G N H V y E L E V A T l O N = 3 4/a 0 5 F T D E S I G N H V y E L E V A T l O N = 3 3 70 0 3 F T D E S I G N H W E L E V A T l O N = 3 3 60 9 2 F T � o� = 3080 = 1a60 = 1050 Q Q a l H R l H R F A l HAR F BASE D SC A GE CFS BASE D SC A GE C S B SE D SC GE C S _ _ _� _ _ _ - BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS BASE FREQUENCY = 25 YRS � >� 3 6 8 - - BASE HVlI ELEV AT lON = 34/el0 FT BASE HlN ELEV AT lON = 337v06 FT T/E EQUAL/TY BASE HVy ELEV AT lON = 336e95 FT - - - 3 6 8 z � z -Ll - Sto. 29 +13.73 = Q � � - O V E R T O P P I N G D I S C H A R G E _�� 6 C F S O V E R T O P P I N G D I S C H A R G E = 7a 2 7 C F S -L2- Sto. 29+13.73 = O V E R T O P P I N G D I S C H A R G E = 70/ 2 C F S a o OVERTOPPING FREQUENCY =� l00 YRS OVERTOPPING FREQUENCY => l00 YRS -Y2- Sto.10+95.00 OVERTOPPING FREQUENCY =� l00 YRS OV ERT OPPING ELEV AT lON = 342e30 FT OV ERT OPPING ELEV AT lON = 338e4/ FT ELEV = 338.94' - OV ERT OPPING ELEV AT lON = 338e65 FT 3 6 0 - Pl = 28 �90.00 P� = 29+40.00 3 60 -- -- Pl = 27+50.00 EL = 338.49' EL = 338.74' Pl = 30+02.00 Q - - EL = 343.82' �� EL = 338.97' W VC = 48 E D GRADE BEGI GRADE � Pl = 28 +l5 00 -Ll - 28 +94.49 -L2 - 29 +33.72 �' 3 5 2 Pl = 26 +95.00 K 7 = �� ELEV = 338.40' ELEV = 338.62' Pl = 30 +33.00 � 3 5 2 a EL = 342.06 �� _ ��'� P� _ + Pl = 29+73. - - � 28 60 00 00 EL = 338.35' BL 22 ° PROPOSED K� _/� 8� �� K-�8 EL _ 340.99' �C = 58��3' Pl =_ 30+63.00 -� - srA 2�+i4e69 OFF 27e44' RT W a VC - 50 _ EL 336.6% _ , � GRADE �O� tl K= 7 _ tl K. � PROPOSED �� __ � ELEV 34/e5/ 344 �+�3 �-J350/. , l 12.00% l+12.00%, GRADE K /7 344 a � +J0.4/'/. � _ _ _ _ � -�1.23/. �, � +J4.20% E D GRADE - - - �_� __ „_ t _ �_�. �_ ,,�,: _ - _ -- ;8,33: � � _ - � _` �-12.00% -L2- 30+90.00 = BEGIN SPEC/AL 2.90 "/. � +12J2/ � - - ','�O// � � (��5.8py ELEV = 335.90' _ -B� � , J D/TCH GRADE RT 3 3 6 _�� _ f � b o _ _ _ -L - ST A/3 +62e/7 OFF 23e46 LT 3 3 6 0 EXISTING ELEV = 34/.42' � � PROP l5" RCP-lV �2�� • ELEV = 336e7�� a PROP l5" RCP -lV c �ROUND -Ll - ST A 27+50 RT � ST A 28 +84.87 ; z ST A 29 +45.04 Q - ELEV = 339.97'PROP /8" RCP -lV � ELEV = 336.1' ELEV = 336.1' EXIST lNG � � 3 2$ ST A 27+55.7/ � GROUI�ID -BL - 2 3 2$ - a ELEV = 339.9' ~ -_ _I I END SPECl,4L T lE EQUALITY -L - ST A 30 +35.05 OFF 58.86' LT D/TCH GRADE RT -L2- Sto. 30+16.6� = ELEV = 33600/' KHA PR012622011 -Ll- + -Dl- Sto.10+97.5/ 3 2 0 - - ELEV = 34/.03' ELEV = 338.49' �ArE� 08-�0-2015 BL 23 320 -L - ST A 25 +56043 OFF 9045' RT � - ELEV = 343°0�' -L- PARK DEPOT GREENWAY R/ W PLANS 312 312 25 26 27 28 29 30