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HomeMy WebLinkAboutC4.9_Storm Drainage V/ III I I =,��..,� .. M !_ o II O II I C �; O III00 SWALE SWALE REQ. INF, AREA ROCK BED DEPTH V5G CAPACITY a - -- ----- - - --- - -- - - - \ -\�, - -- - a - - ---�--- _T----- � -- _ ----- -i�- - DESC• DESCRIPTION (SO FTC AREA (F-U (cu ft) cu ft • � o � •a, - ^ ^ % o o o o 0 0 0 0 0 �o v o 0 0 _o _o 0 0 0 0 0 0 0 0 S j, FT w •'• / \ \ \ Ali I i111 6'� �� DA 101 SURFACE INF. BED 20 730 1.50' 435 438 •i z ~ \ 601 102 SURFACE INF. BED 40 1,117 1.50 649 670 4) Z 3 0o J� \ \ \ \ / 1 \ 103 SURFACE INF. BED 40 1,111 1.50' 662 667 �I" •� III -- II � \ \ I � •• .. . � � \\ \ \ � � I 104 SURFACE INF. BED 20 676 1.50' 392 406 ' :• �` ( DA :'• \ o 105 SURFACE INF. BED 20 450 1.50' 244 270 W = \ I LLJ 1 SURFACE INF. 1. 44 � I " '• { \ + - - - o I; ' 347 350 W 107 SURFACE INF. BED 20 583 1.50 w d l \ \ NIP � \ \4 \ DA pq o _ 108 SURFACE INF. BED 20 603 1.50' 359 362 /- 603 A..T-I 602 109 SURFACE INF. BED 20 655 1.50 388 393 z M •°I J , vy , v \ V vy,,v Lij Q N 110 SURFACE INF. BED 100 3,590 1.50 2,144 2,154 _j (1) cl ° . . • • ° \ 111 SURFACE INF BED 20 798 1.50' 451 479 112 SURFACE INF BED 20 495 1 260 297 t ®®® 113 SURFACE INF. BED 140 2,400 1.50 1 336 1 440 d3 - - / �I •'�� 1 I 1 I II II I �I 1 I 1 I CB 1 1 4+00 /�I I II r6 , , , CONST. 22 LF '��- --'-- ' ---'---' --' - -- '- -- -- -- ------ -- -- -- `� ,' I I I \ \ --_tl��- ---* - - ----�-- ----- 12 SDR-35 00.45% � w � 201 SURFACE INF. BED 120 4 470 1.50 2 617 2 682 w B 2.1 w w w w w\w \ --- -- -- S�pNAL F 3 z START INV: 2676.88 _ - - - w w w;�° - o°°• - - _ _ _ _ _ _ _ _ _ _ _ w o \ � 0\4 \ i i SURFACE INF. BED 20 1,019 1.50 472 611 ��STFR �F \' ;k END INV: 2676.78 \ sT \ 5 E K Rl VA ° �-_ I s Its , III IIII I :_:_i::_: 3 ° \ ----- - 1 203 SURFACE INF BED 20 661 1.50' 320 397 Q� Q-10/1 O � I � I ;.:;:: I I I I I I I I I I r\,1 I I I I I I Yp I I ' I I � I I I•. ° I I i \ w - ---- -I---- ----------------------'---- \L o - - _ 1_I__�_I____I____I____I___ _I____I____I___ f ____ _ _ 301 SURFACE INF. BED 20 902 1.50' 492 54117882 I I II\\\�� - - i � I I I�I I I I I I I�I I I I s I ' } I I - - I I I I I I I \ J \\\ • j \ o R I I I I 302 SURFACE INF. BED 20 902 1.50' 452 541 :::<::. I I • e \ ' I\ II 1 I 1 I I 0 I o ,L6 I - 1 I : I ' P ' --- _• _ s a ° I ' a °° I ° vv I 11 I I I � 'fl� c° WA \ - --- --- -----= ----- - -- ----- --- -- ---- -- --- ------->-- ----- ------ -------- ------- - -- -- -- --� \ -- -- -- 303 SURFACE INF. BED 20 393 1.50 228 236 F � \ p CB 2.2 I \ 401 SURFACE INF BED 80 2,440 1 50' 1,436 1,464 �N S. CAP \\ �\ 'DA - \ 402 SURFACE INF. BED 20 383 1.50' 225 230 4 U / \ 105 �o� CHECKED BY: pe DA \ r \ 403 SURFACE INF. BED 20 585 1.50 335 351 DAVID A. BAILEY P.E. IIII• I � I• I I / I I I I 2 �m J ' 404 SURFACE INF. BED 20 491 1.50 279 295 R E- 101 � o o ° �J I �; I \ � � 6� 4 I DRAWN BY: 5100 lIi / oe \ \ , KSC LJI _DA L ° �0 501 SURFACE INF. BED 80 1,902 1.50' 1,089 1,141 I 106 A `x \ 601 SURFACE INF. BED 60 1,268 1.50' 609 761 DA 1 � •II\ � � - - it I I DA A 602 SURFACE INF. BED 20 747 1.50 433 448 DA 1 o c •••. DA '� `J- - -- \ ° \ ° 603 SURFACE INF. BED 20 597 1.50' 350 358 +II I r� a \ 102 o 604 SURFACE INF. BED 80 1,760 1.50 882 1,056 SURFACE INF. BED 80 1,545 1.50' 912 927 II ° I I Ic • I ;: 107 606 SURFACE INF. BED 80 1,545 1.50 912 927 71 DA n A - a • ---- - --- -- - - - - CONST. 35 LF -- CLB STRCT-1 • ------__-- - ------ - - a _ I'I » - ;T�-I ' �_' -- -CONST LF 1 607 SURFACE INF. BED 20 466 1.50' 223 280 0 k 12 SDR-35 02.71 - -i- -------, o • 8 SDR-35 ®1.21� sc I I �, - � - oR - - r \ 0 I J P CONST. 104 LF START INV. 2677.68 I U II I I O I °a I » START I 2678.41 � 6 00 12 SDR-35 00.28% END INV: 2676.72 �' --�� ------ 1 w END INV- 2678.31 q o START INV: 2676.72 G3 %«% d n,` _____ REQ. INF, AREA SWALE DEPTH V� CAPACITY END INV: 2676.42 ---T- IIII i\ a ° CONST.�3 \� A �I�\ 1 (SO FT) LENGTH ua (cu ft) cu ft p 3 ., Ia`I II/ ------ 9`, =` 8 SDR-35 00.6 %I I -__= r�, \ -- � -° FT Lv a 3 \ - -- -- - ------- ---- --- N o I I START INV• 2678. 1 I 1}I 6 ----- \ '' al � - - - s• --- I I � �' - I \ `\ � I SWALE 60 324 4.5" 157 182__ _ BERM N SURFACE INV. I I -� I �� \ �, ------ � z I OO °°° • I �I I ----- ;II - - -n � �' E ST �� F ( o O O O O ^O O I �� � \ I \ \ O » ND 2678 - - ----- ---------- ------------ - --- "`°`"F°CLB STRCT-2 CON 9 L^ \ \� 605 I BERM S SURFACE SWALE 60 326 4.5 155 183 I \\\\ �1 } DA \ o � ° ,�•, 8f1 i ° v v v v I CB 3 1- m.°°a %q w - w .. • 2780 SF o - /O 1 �� u I' i SDR 3 ®1 07 a i rc - r---- �� k - - .,. START I�JV: 2678 1 •`'.� - END INV:��678.01 11 d II.• I i I �L J 11 .I• UA - -- ` DESCRIPTION 025 CFS 50 CFS I II CONST. 13 LF I I ----� Y a - W. a. JUNCT MH 3 � CB 1.1 0.91 1.07 ISPWC SD 603 TYPE III INLET CATCH BASIN Q -- -- 0 8" SDR-35 �0.679� 1 DA -\�- CB 2.1 0.30 0.36 ISPWC SD-603 [TYPE III INLET CATCH BASIN] 77'`$�� CB 3.2 \I f - 2 -T • START INV: �6 11-� \ \_ ' � o 1 ---------- -- , 11 ;-----; --- -� : : al ISPWC SD-603 TYPE III INLET CATCH BASIN 7 ,00° j y CLB STRCT-3 -- - END INV: 26 8:01 '---- T ---- - - - o \ [ ] N DA --1 i £ ° - - \ CB 3.1 1.23 1.45 ISPWC SD-603 [TYPE III INLET CATCH BASIN] Ir o I ----- -- r-- 0 0 0 I I I I I 303 CONST. 29 LF CONST. 5 LF ��� 1 I. n ; I- -- --- �. JUNCT MH 3 N/A N/A PRECAST 30" MANHOLE W/ TRAFFIC-RATED STORM DRAIN LID 8" SDR-35 00.65% 8" SDR-35 C�D1.70% +,00 o ° (I - �E S START INV: 2678.21 TART INV: 2678.31 \ I I \ DA I CB 3.2 0.08 0.09 ISPWC SD 601 [TYPE I INLET CATCH BASIN] Q END INV: 2678.11 - - - +a END INV: 2678.11 ----- ° I / 1108 . -+- - -- CB 3.3 0.08 0.09 ISPWC SD-601 [TYPE I INLET CATCH BASIN] y, IIII •I ,✓ } -- L DA --- - o CB 3 CLUBHOUSE 0 18 0 21 NDS 18" C I �,��� I ° ° .a ,• - . •. : I ATCH BASINS (OR APPROVED EQUIV..000RD. W/ ARCH) CLB STRCT-4 - ---II L«« ,� II CONST. 5 LF � _ _-- ,I I° � � o _ ° . 8" SDR-35 ®1.70% : .• , = y . ---- - \ \ \ o ° CB 4.1 1.49 1.76 ISPWC SD-603 [TYPE III INLET CATCH BASIN] 606 START INV: 2678.41 ` . CB 5.1 0.57 0.68 ISPWC SD-603 TYPE III INLET CATCH BASIN [ ] END INV: 26�8.31 6 CB 6.1 0.75 0.89 SG TRAP W/ GRATED LID PER ISPWC SD-624 pq bo 1 \ w of A'I CB 7.1 0.57 0.68 ISPWC SD-601 [TYPE I INLET CATCH BASIN] DA I O ° I I 1 I I .. I II I � O O °P 110 e i o 0 1 0 0 . ° a I.e DA ° COL . • . IF I I 8 00 I I vL III I I I i •\ \ 1 I 0 0 0 109 0 0 0o 000 I III I I I - - III III I I I - - PRECAST 30 MANHOLES W TRAFFIC RATED I 1 / ° O DA. STORM DRAIN GRATES ARE ACCEPTABLE III I \I 8 OOF ALTERNATIVE TO ISPWC SD 603 CATCH BASINS 0 0 ' 607 A I a I - IV Tc� e\\ 0 » I 1 - - I NDS 18 CATCH BASIN SERIES OR OTHERWISE Ij I -- rr I T I o 0 0 \ I NI ° a a A APPROVED EQUIVALENT WHERE SPECIFIED. U s� I I , C _ w J W I al � --- J I s --°I I \ I - I - J w ' I I I I \ I II r • . • •e -- I �\\ J�I I I I I I IIII . 06 4.1----r--- --- •Y I� 1 I I • '- I \ JL- I I I I'--- I I I w I� m � � j I w w CB 5.1 -- -- 9 00 ©QI I s s Y. s r 0013 t E PURLS \Rl VA T\ j - - -- ------- - , II • F I _� I _� __�___I____ _ ___I \ \ • 9 OO ' \ I I I I I P I I I I I I I I I /I •I I I O I \ S - \ I I •I I ° COS I B z z DA / DA v LL s DA I I I I v I h DA r I I D A�� 1 I I I / I 403 _ � 402 o 0 404 > 501 I I I I .I II• I I , I •I I I LL Ij o 0 ��0 I I I I I o I � I 'I I I ,II•• � I I II• 'I I !` J I Ir• I I i III.1 c N -00° , I I / / I l I 1 I o i Ij I /I / i I I i i III °•1 • IIII I I pq I o , I I a� I' c F I I 401 0 o' DATE: I I o d o ° I �1 9 0 a I I - - /• I 10 13 2023 II fl c I I I \ \ I I i ° . a ° 0 o PROJECT: I o 0 o I L_ N I. \I'I� cbbbb- b- ��� a -- - - o 0 40 0 20 40 80 c2021-02� I � 0000000000000 00 000000\\000 o SHEET III 1 0 �o^o�o G1o,�10,�1���0 0 0 0 0 0 0 -o - o o ����o 0 0 0 0 0 III" \ -_� � � _\ __ __ __ __ __ __ _ _ _ __- III •I --- • P GP EGR EGR EGR \ EGR \ c � (- � SCALE IN FEET I II4 ,I o I 1„-40, -- - -----_-, �� 09 I -. �__