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HomeMy WebLinkAboutToscano Improvement Plans Approval Set (9)v of 0 U) 4-1 Z 06 L U U) U) 0 Q U 0 0 01 00 M 00 C� 12"' PRECAST TREN H DRAIN so son on a 100 FRA SM. O OTH PRECAST ER REINFORCED - NC:RETE TRENCH BODY 31' LONG X 3/8." 0 CONCRETE. ANCHORS @ 18" O.C. RIGID METAL INSTALLATION BRACKETS ACCEPT#4 REBAR IDENTIFICATION: LABEL NOTE - WITH FLOW DIRECTION ALL TRENCHES ARE FACTORY .ASSEMBLED AND READY FOR SITE INSTALLATION ISOMETRIC VIEW 14" GRATES PER DETAIL THIS SHEET 21..2° I �-- 14.6' - INV. VARIES TRENCH MATERIAL FIBER REINFORCED POLYMER FRAME MATERIAL STEEL PER ASTM A. -36 FRAMELOATING HOT DIP GALVANIZE ANCHO `STUDS 311 X 3/8" 0 INSTALL DEVICE RIGID STAMPED METAL FOR #4 BARS` LOAD RATING HEAVY DUTY SLOPE 0.5% TYP (CUSTOM SLOPE AVAILABLE) --- SLOPE S.TAI�DARD TOLERANCES 0 = +1-0.25 0,0 = 1-0.25 0.00 = +1- 0.13 \\ .•A 574c Indmtrkd Way N. a Dcdta$, GA 34132. MR1 telmah PH.,. TT 0-5d5i-.b575 ,w.trenmdraimmn et. „, ii -- --------- �IM\' N NAH F 0 J N D R Y R72560-A _ In. let. Fr m S & Grates 7.256O-A ,Inlet .Frame: Beehive: Grafe -4 B U L.1 t 1w C E 111U.Strating R 2560-E WEIR SQ PERIMETER GRATE Fi. LINEAL Dimensions in inches NUMBER T"E. OPEN fuT Catalog` No. A B G E F G Fame/Lire R-M-A Beews U:, 3.1 R-2560-.A 1'2 .1 11 19 4 :31/4 R=1751-A A-25W.C1 seer 0.7 5.6 8-2sWU 131*tuv 0.7 6.8 R-25W-Cl 22 1 1/2. 2015/32 279116 .315116 4 �1.r"� R-1 Sal _ R-2580�ti Beehive 1.0 s.t R-2560-C2 22 11.12 20117 t 281,4 6 41/2 R-1761 2 eo-1 1 Believe t:t 5.8 R-2560-D 22 1 1/2 29 35 8 41/2 R-1710 R-2W.OZ BeeNve T.2 s:e R-2560-a 1 22 1 1/2. 2015/32 27 9/16 31 f 1 G 7 R-1 R 2%0 03 s68r 1.2 s:rl - .21S R-2560-D2 _ 22 1 1j'2 201/2 .. 281/4 _ _ 6 . _ 7 _ R-1761 s-�=�s e�r3►�� 1..0 �s 9-2mo-06 BOON" 14. 5:1 R-2560-03 22 11/2 20 35 e3 7 R_1710 -2 1=a2 Beehive 1.3 51 R-2560-D5 22 3/4 1 1/2 21 114 34 4 41/2 R-1647-.A 2.18-[18 Re hiYe I;3 5.3. R-25fi0-16 22 314 1 112 21 34 9 41/2 R-1713 W2%04 Bee hive 1:2 S:D R-2560-D7 22:r3�4 11J2 211t`4> 34 4 7 R-1647-k BMW* 1.0 6.7 R-2560-D:8 22 3/4• 1 112 21 34 9 7 R11713 Wnw-EB a..-..�_ R 9.SSt►-E1 Be�ellvve 3;+1 $.7/ R-2560-E 23 1 1/2 21 1/16 35 7/167 ------ ------ -1- W25%042 seehi�re 2 a 6.7 R-2560-F 1' 25 3/4 7/8 24 35 7/16 7 6 R-1733 R-2%0 Es eeeNve 1.2 63 R-2560-E2 .25 3,14 7/8 24 357116 7 9 R-1733 11.4560-E5 25 3/4. 7/8 24 1j8 351/2 8 6 R1733-A 1_25fi047 floeNve 1.2 6.7 R-2560-_E6 25 3/4 7/8 241/8 351/2 8 9 R-i 733-A R-ZRO-E8 Beehive 1.8 8.7 R BeeNn 112 8.7 R 2560 €7____..._...._.... 25.3/ _....._ .. ....... _.7/1 - -_-:._................e.W 241/8 wa..- .__...__..__ 351,'2 .__._.__ W......._...-.._--.-._.-..................-_-_.._ 9 6 ._,_-....- R-1733-8 -2�s+a•E10 , 1.2 61 R-2.560-E8 25 3/4 7/8 241/8, 351/2 9 9 R-1733-B a-25W-6 a0ONve 1.5 SA R-2560-E9 .25 3/4 7148' 241/8 35111 10 8 R-1733-C R-2560-EIO 253,14 7/8 241/8 351/2 10 9 R-1733-C R-2560-EA 25 314 718 2411'8 357116 4 6 R-1733-1 R 2560-EB 25 3/4 7/8 2411'8 .357116 4 9 R-1733-1. R-2566-6 32 1 1/2 30 46 7 4 R 1744-8 SuitbJe for drainage in circumstances vvl�ere clogging of a flat grating is a �►roblern: excellent for roadside of earth ditch inlets. A C E F R^2 JSi4.l. 4 �l3 ,�,?:��ayyaa ='"gr•�r " $ \k.:. hN ir,,o>`j*, ;;s�*` ur leer � her•kwi a e`$ ?ice='�>'•'>� �'� ?. �:>b• $�$.Z �3>= a�,•ro�� �.�a .•r •x �.1' ha 3�.>.i ,?e �^�?�i. •g••�@ted noted. �: ,••uSS 14" SLOTTED STAINLE$$ GRATE ■� SMOOTH SANITARY SURFACE C. `. i L_ t OPEN AREA . 17514 STANDARD TOLERANCES 0 = +/-0.25 0.0 = +#.4.25 0.00 = +1- 0.13 TOP ..U;� ... � TOP ; --- - ...�..�v ~; I (267#/f�t.) ''" max 36" max (479# /ft.) l RISER 4 -o - 36 max RISER"- 36 max i (267# ft.) 2 (479#/ft.) I Standard Standard Knockout Knockout l € 1 each side l 1 each side Max.7-1/2" 2 r Max.13" Min. 6" Variable Min. 6" Variable COVER and GRATE options: to 36' i to 36" I. Traffic and Non -Traffic grates. 2. ADA and Bicycle proof Traffic grates. BASE - BASE Y 3. Gals. steel solid Traffic and Non -Traffic covers. (139# + � (340# + 267#/ft.) " 479#/ft.) $ The "BOX" Option: L Catch Basin are available in a t� �Zl, X 1�„ 18X 1p one piece "BOX" conflguratlon " ply 'J with the frame cast Into the top SECTION SECTION of a one piece structure. Catch Basins are available with Custom holes where required and Variable heights. - Galy. angle frame cast into top sections TOP 2.w..>��..�� 4s" max TOP l r 48° max TOP 48" max t : (750#/ft.) .................. _ �, (1,050#/ft.) : �j (1,350#/ft.)v.............-....._............_....._.....:.�............. 6" 48" max ,t 4t�" max RISER RISER RISER ----6" 48" max i (750#/ft.) (1,050#/ft.) (11350#/ft.) Standard Standard ; �-M------,,,.,,-,---- Standard Knockout Knockout € Knockout i each side 1 each side = 1 each side i Max. 1.9 Max. 32 _ Max, 42 , \ _ Min. 8" Min.12" Min.1$" _ Variable i Variable Variable, i to 48" to 48" �! /' to 48" BASE BASE �'` , BASE 675# + _ I i 1 200# + € _ 1,875# + _ _ ( (, _ ( ;- # r rt. 1 35 t. #f � aso# o 7 a t. 1 , ) / ) 6"r 6„ 6' RECESSED AREA FOR ING DEVICE 4 FORC ED FOR TRAFFIC. LOADING. 514c Industrial Way N. Dc dlcm, .GA °30132 PH: 770-505-6575 I tMWArenchdrain.not COVER AND GRATE 55 J Fi ti 1 FF 1f IF 3� x 36 4 X 48 24 x 24 S{ SECTION SECTION SECTION 62 63 981 9" x 9" Atrium Grate Black 6 0,87 10Np NDS #981, #991, 9" � Structural Foam Palyalefin 991 9N x 9N Atrium Grate Green 6 0.87 10ND �. Dome Atrium Grate with � UV inhibitor. Open surface . �� ^ `v\ Use with 9"4" Catch Basin Series. ::� area 31.50 square inches. �...� �:::: �. , 41.27 GPM. Grate Openings N. Wt. Ea. Product Part No. Description Color Oty. (lbs.) Class Specifications 980 9" Square Grate Blau 8 1.50 10ND NDS #980, #990, #999, or 990 9" Square Grate Green 8 1.50 10ND #999S, #930B, 9" Square 999 9" Square Grate Gray 8 1.50 10ND Structural Foam Polyolefin 8 4' <_} \;::\\\„`;;\ , 999S 9" Square Grate Sand 8 1.50 1OND Grate with UV inhibitor. °:,\ 930B 9 Square Grate Brass 1 5.51 15BR Open surface area 39.50 \\��\O square inches. 1 ,g \-N Use with 9 x9 Catch Basin Series. 51.75 PM. �\\\\\ \WWW : \\J Q\� ��pp :W 1100 NDS #980, 990, 999 999S: Class A Load Rated. ADA Compliant NDS #930B: Class B Load Rated. ADA Compliant Grate Opening Pkg. Wt. Ea. Product Part No. Description Color City. (lbs•) Gass Specifications 913 9" Square Cast Iron Grate Black 4 8.40 10ND NDS #913, 9" Square all Heavy Duty Cast Iron Use with WWI Catch Basin Series. Grate. Open surface area 35.70 square inches. 46.77 GPM. •0 • See pg. 48 v:.:>:.. .. af3=: Grate Opening Pkg. Wt. Ea. Product Part No. Description Color Qty. (lbs.) Class Specifications 915 9" Square Galvanized Steel Grate Galvanized 4 4.23 10ND NDS #915, 9" Square 8 �11 Steel Heavy Duty Galvanized ,;\. '\ Steel Bar Grate, Open 1101 Use with 9 x9 Catch Basin Series. surface area 65.00 square \, ��� �- - inches. 8.15 GPM, �;Y \ \ M{See pg. 4$} NQ \ \ems u:. •: %" Grate Opening Pkg. Wt. Ea. Product Part No. Description Color Oty. (lbs.) Class Specifications 3rtE 900 9" x 9" Catch Basin 2-opening Black 4 3.00 1OND NDS 4900, or #900-4, 900-4 9" x 9" Catch Basin 4-opening Black 4 2.00 10ND 9" x 9" Tapered 1N Catch Basin. i Requires either #1206, #1242, #1243, #1245 or #1266 w Universal Outlet for each Opening. (See page 24.) 5 i'6" Note: All dimensions are nomi------------ I ---------nal. All weights ore for shipping purposes only. Availability is subject to change. 17 Yvx OL^r w,wrtc1+ ON :Yx: • To place an order, visit: ndspro.net, fox: 1-800-726-1998 or call 1-800-726-1994. TRENCH PIPE PLACEMENT DETAIL �7 1 JOB NO. 135-100831-14001 1 ESS/�ti rcif 708 9 m EX : 6-3 17 C I V F OF `FO E O ��cq O O L U U N CO � I.-O N a) Co Q U) W O O a- 00 U Q m a" 0 W _j > Z 0 Q W U) W W U-) Q0 00 F-- W H F- U � -3 W O w � 2 a. Cn DESIGNED BY: CZ DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO N /A SHEET NO. 80 of 91 a ,. . . .. • ', .. ..� . , I... JOB NO. 135-100831-14001 . •• , . • . ,$.'a. " • . ••- . • :.ATRjU.M •ORATE .. . '• . . : . . .. _ ' - . .. • . - • , : r T_ U.S. PATENT # 6.00,023 & 6,877,029 ~ , : t, • . ' . • f. • : 'ULTIMATE' BYPASS FEATURE ,. r ... .. .$ . , 2"X2•'.' MOLE.• (LOUVERS & OPENINGS) .'` • • . • • .: • ' - IRON' "TABS ' a SEE DETAIL C "ULTIMATE" BYPASS FEATURE C,�• . • 0 •, � (} �••"-�'`D {LOUVERS &OPENINGS) • • ... � GRATE U_ . _ • -N• , .. . • • '44 REBAR ' • • • ,. . I . .e.. i V '. . . . . . . , / "" �'��..'� •• :0'' :1IIN�' • ' 0. " . • • :. ' - ' •BASE W1ELD�D. U LTI tvIATE BYPASS 1 - -. •_: , . . . 1 f a • DEPTH ` '. .AT.1:•1 ' ' , - 0 .STEAL • ' FEATURES 4 STANDARD _ 20 INCHES % . ., •. ' • , ..• ..: ' . . '�ti .. ' z SHALLOW - 12 INCHES o ESS ::�� .:;.t .....'t r .. V- •..:.: • w ' . • . • . - • . � •; - -' • . . .. • . COLLAR 6' .. , I. *CUSTOM F 0Is 01. • "~•t•• '- , , v • •_• j�' .�'• • • • • • 1' BA E- OF ••', " • • ' , , • ' :.... ' . , • '... "" ' f •...:: • • :; .i:slit �� L FC/ • • ..: :: j •.. • , ..• • • ' . -: -.: •.., CONCRETE OVER :. • • • . , , . 0. •• •••► .t t'• 't :.• ,,,, ... •,. �_ .�• >:•.•' .t . ',. .'!' .t e• •. � . i .. W4p •� ':'' '.� -;;�• .,•' :.:.'i ;..... . ';: " ' FLOW .*ANNEL ., '` �Ib -._`', •-- .. .;:'.:►.:.. �.':.:' .:'� ..'. ...' #4 REBAR SPACED . • , . .. f 0., . t STAINLESS STEEL ..a'. r-� > r 2 ,.,�s:. •,.•: •... •••:,•• "".•• .:' •,.' .' •..::.:..,..:,.::-;'• 6" AT BASE WELDED �` SUPPORT BASKET ., No. 9 •:• . jt,. " :,• �' •�'w• • • :•� •i •t i •' • ♦ s•.t. • .•. •.,. •. . . ,:,'. :1: •�; ". > ., f, • , ♦ A • . 1 l V : • V'.. � A _ .' ,.. • J . ♦ • T LAR a .. ^ . • , . _ . 0 STEEL COL . DETAIL B EXP. -3 -17 •::t'•f''�. '!• •.•�': •.a ••tt.,••••'���••,+•• •,' :a,.t: ;ti• �,'"'.t• �xi.�'i~•. t-•',. ••-•'.•y• „ a '~•" „AT",1,'1 t ., : �•, •i.• ••• ., Fossil �1JC� `p. • ... 't' :. • .% .. • . ••: SECTION MEIN DETAIL c •� . •,,�. '�..: r: .. • ':.. r• ' • .: ' . : ... _ , . • ' .. ABSORBENT POUCHES y{.: .,. a FLO-GARDE +FILTER ULTIMATE �Q %'� BYPASS FEATURES c 1 ... i : •. ~• �_•',� „.. •'•� ',�%~ :�...«.`'• I:; ,�• _._ :1.� :%.�'••'••,, .% "•.. ," • ' • •f• ' ' ', . ``t/�r(jug lA_e . a _ �• ::�:� •.: . »•. :,; ._�• .••: �;. - ', •. : f . • - 3 . , , . , . ... ..-INSTALLED- %o 'REBARS • . .. 0 . f;._ ::..'• > . :,:. ; . LINER F �;: 'fir• •: • �.: �� � --.. �: 4'X4' MID STATE , ' : • - ., • -, .2:67 . • . - t . • . - . • • . • . •; �::'� : - : ": `:.•. '%. CATCH BASIN PER 2" X 2" . ':. �•S . •_ • DETAIL 63 SHEET 80 ANGLE IRON • . • . • - •t .. • ••.. -1-'3// '-�'•,L" Zti" �'• • ' TAB • , �.. SUPPORT * MANY OTHER STANDARD & CUSTOM SIZES & DEPTHS AVAILABLE UPON REQUEST. • . ••..• . . .. .. *ATRIUM• GRATE -.TO • t:.. - •.. r=, BASKET CV . ••'ti SPECIFIER CHART O M o Lo CONCRETE :_ ' �r•�E -EPDXY EOATD•, ; _ • : ... ••i:•.. . ' - . .: - t •. • . • •. , . ::.•• : _ . .. , STANDARD & SHALLOW STANDARD DEPTH SHALLOW DEPTH U N MANHOLE • • M • , , • ; �,: t'... ._ • i i DEPTH -20 Inches- -12 Inches- W COLLAR . , , � � N } Q .. G MODEL NO. MODEL NO. ~ �t . . • . • F 1 1 1 FG co+�m h ��e aaumes ma s��,. _ - Q I .i . _• . . . . - • . * . �,. bOlf1 STANDARD b SHALLOW werabns) U Ll') • . 1•• ,'� a. STANDARD. SHALLOW t� • . • ' ' ' " '�,9 1 • + � INLET ID TOTAL SOLIDS FILTERED SOLIDS FILTERED U� • • • U. , , �., ; " O Q� ,, � I I CATCH BASIN DEPTH Inside GRATE OD STORAGE FLAW DEPTH STORAGE FLOW ",4 0 l(7 a Outside BYPASS -*-- 1 I ` `" `\�$ LIZ, FLAT GRATE STYLE) Dimension CAPACITY C CAPACITY CAPACITY � W � _ �. �., 0 " a, ; ;. i Dimension A ITV U 00 STEEL COLLAR �. I: i." • a... ..�a, 2 ,, {'inch x inch) {inch x inch) } •.• \ . �: • „ , a : „ (cu. ft.) (cu. 1't. !sec.) {cu. ft.} (cu. R !sec.) WELDED TO TAB _ _:: Q '•o• o • �'� "." �' . ,:. CO 48 0.67 ': ` �,:,\j �" :�" . ' - FGP-12F 12 X 12 12 X 14 2.8 0.3 0.4 FGP-12F8 AS .25 ~". _... \ft,.ate d�,... �,... �.".� i.~ #4 REBAR J I CAP." "� f 2 0 FGP-1530F 6. 1 0.. O SECTION B-B �:.A: _ �� _ :: _ 15 X 30 15 X 35 9 2.3 .6 FGP 1530F8 1.3 .9 #4 REBAR SPACED �; I� I �� :.�~� _ ~ - C� 0.25 �.M I ,� a1=' ` 3 , " -0. _ . G 6F 16 X 19 0.8 U. G 0F8 .45 '' F P-1 16 X 18 4.7 .T F P-1 .4 . 6 AT BASE WELDED 4" CONCRETE OVER 4" DETAIL A FGP-1624F 16 X 24 16 X 26 5.0 1.5 1.2 FGP 1624F6 .85 .7 W J TO STEEL COI- LLLAR CLASS 11 AGGREGATE BASE .. •4 EXPLODED VIEW FGP-18F 18 X 18 18 X 20 4.7 0.8 0.7 FGP 18F8 .45 A � Z (95% RELATIVE COMPACTION) NOTES: FGP-1820F 16 X 19 18 X 21 5.9 2.1 1.d FGP 1820F8 1.2 .8 O Q ..••FLOW ��•- OVER a • - . . *` ; 1. FloGardls+Plus (frame mount) high capacity catch basin inserts FGP-1824F 16 X 22 18 X 24 5.0 1.5 1.2 FGP-1824F8 .85 .7 W #4 EPDXY COATED "CONCRETE . • #4 REBAR . 1.0 " CHANNEL DETAIL are available in most sizes and styles (see specifier chart, sheet FGP-1836F 18 X 36 18 X 40 . 6.9 2.3 1.6 FGP-1836F8 1.3 .9 Q REBAR SPACED • OVERFLOW SPACED 3 '~ 2 of 2 . Refer to the FloGardS+Plus wall mount insert for " • • CHANNEL PER- G.. ,. - . % . ) ( ) FGP 2024E 18 X 22 20 X 24 5.9 1.2 1.0 FGP-2024FB .7 .55 CO ul 6 OC. EW. TIN,,,, -combination s ns. 00 DETAIL .. FLOW ---- a fit non-standard, asty - - . 3.58' "♦~"�.EX..S...'.p� devices to tend rd ore GRA _ ,: �...1:.. s `:... :"`::� LINE • *, • FGP 21 F 22 22 22 X 24 6.1 2.2 1 5 FGP 21 FS 1.25 85 `� �� ` +' 2. Filter insert shall have both an "InMal" filtering bypass FGP-2142F 21 X 40 24 X 40 9.1 4.3 2.4 FGP-2142F8 2.45 1.35 .,.A PER and u ate flow bypassfeature. ,a..;; .,,;,, ,a.. ,N..,; ;--- -ar . a _ n " Itim "high ypa �..,..., _```:�" - ", t . � PLAN �` � .- FGP-2148F 19 X4$ 22 X 48 8.8 4.7 2.$ FGR 2148F8 2.7 1.5 _ �..� 3. Filter support frame shall be constructed from stainless steel FGP-24F 24 X 24 " i~h €\� . „a ,~ 24 X 27 81 2.2 1 5 FGP 24F8 1.25 85 A `.\`` .". V 2\ H �` \ Wa' \ Vie• ...0 �,\ Type 304. FGP-2430F 24 X 30 26 X 30 - -- 2.8 1.8 FGP 2430F8 1.6 1.05 F P 24 F 24 X 36 2. F P2 F8 1.95 1.15 ,. �r ` �", �i i� \\. " „\" I ...~ It, G 36 24X40 8.0 3 4 0 G 436 ;..., , 1 �2 ��- -. krj' 4. Allow a minimum of 2.0 fee of clearance between a w..a` Z.♦a` _ T �.• . , i , • '\�" -� _..", t' FGP2448F 24 X 48 26 X 48 9.3 4.4 2.4 FGP 2448F8 2.5 1.35 z= ,ij�,.. , ,� +� the bottom of the grate and flap of outletp pe(s), or refs to e %ac,, , i """ 11 �- \ = I1.1a �'> ` " w FGP-28F 28 X 28 6 3 2.2 1 5 FGP-28F8 1.25 85 /� /� /� - ur" _�,.; : _ FloGard insert for shallow Installations. 32 X 32 zzil � ~. .'� \, ' 0 33 ,•�' \ " i 28 X 4 8.3 4.2 2.3 FGP-2440F8 2.4 1.3 _ �...-- - ", a a FGP-2440F 24 X 3g 0 � ' : �> \\> \\' ". •: �:: :,�° �.~. , 5. Filter medium shall be Foss! Rock "' Installed and \� , \� , �. \�' " ,.,. �� FGP-30F 30 X 30 8.1 3.6 2.0 FGP-30F8 2.05 1.15 48" "..� : \ 0 33 COLLAR v `z,.:° �\ a. �"`a� ,at..:.. "' \ :� "_~ �. maintained in accordance with manufacturer spec icabons . a.. _ ,Z Z._ ..._ i.,"., .w� FLOGARD+PLUS FILTER 38x4o . - .". , i .�.� .:�"� � € . t � �..=I I � �".., �::� � , f." � r FGP26F 38 X 36 9.1 4.8 2.4 FGP,36F8 2.65 1.35 �.:.d..a "�: 2 d ` _ r i \\ ` :.`„ `� i in `i`\�,"„♦ V L , :`1 ` \\ \\ � Z `.�.�_� i j�„a . " a a. i r."�,a�� :," = z. � �;; ; ; � ; ,r_4 . k1 :;; _ �;"� ; _ 6• Storage capacity reflects 80� o echo no STEEL COLLAR x�.as;~. :.., �."� ~~~„ i r is i'"r i �" r i ==�r �\ I.I.= '"? I\`~ -INSTALLED INTO CATCH BASIN-f maximum solids collection r ` %`�`FGP2648F 30 X 48 4 CONCRETE MANHOLE _� - _~~ _~~ p 40 x d8 11.5 6.8 3.Z FGP-3848F8 3.9 1 " _ - _ ""`. I i to Impeding filtering bypass. 1 �8 THICK FGP-48F 48 X 48 48 X 54 13.2 9.5 3.9 FGP-48F8 5.45 2.25 1 / 0.83' 1.67' FGP-SD24F 24 X 24 28 X 28 6.1 2.2 1.5 FGP-SD24FB 1.25 .85 7. Filtered flow rhate includes a safety factor of two. . DIAMETER U.S. PATENT # 6,00,023 & 6,877,029 . " APPROX. 58" ' . 3 TITLE - TITLE 1.5" 0 KriStar Enterprises,Inc. 0 KriStar Enter rises Inc. . KRISTAR KRISTAR1�- I -i , APPROX.+PLUS+PLUS // //� // 360 Sutton Place, Santa Rosa, GA 95407 360 Sutton Place, Santa Rosa, CA 95407 I I _f . .CATCH BASIN FILTER INSERT Ph: 800.579.8819, Fax: 707.524.8186, www.luistar.com CATCH BASIN FILTER INSERT Ph: 800.579.8819, Fax: 707.524.8186, www.kdstar.com t G et p 48 (Flat Grated Inlet Style) DRAWING NO, REV ECO DATE Flat Grated Inlet Style) o�wiNc rvo. REV ECO DATE `+ FGP-0001 E 0098 JPR 12/7/11 JPR 11/3/06 SHEET 1 OF 2 FGP-0001 E OosB JPR 12/7/11 JPR 11/3/06 SHEET 2 OF 2 14 SECTION A -A' N E AR ATRIUM RECTANGULAR WELDED �1111111 . . �1 CIRCULAR WELDED R B �� SCI REBAR ATRIUM GRATE.I I GRATE AND CJVE R FLAW C HANNE L I 1. I U . I � . . 12"(30cm) I- CHANNEL STAPLE 111111111, INSTALLATION PATTERN GUIDE 4 (10cm) B N_�._,�;„„ A „„ „„ „„ .~ . DETAIL 2 -5 2 -5 2 -5 2 -5 1_1 i i.: ,I 1 i L „ i.M w , i V :1 --- = 1- (5-12 5cm) (5-12 5cm) (5-12 5cm) ^ 1/ I :a = " _~ w= aM.. i = (5 12 5cm) . 6 i 1 i � va i~ ? I i_ i :l I" � �'1 I I i."" "a � rL_ L___._A1 A (15cm) a1=1" :, �~ _"", _ i =w i.,"..:".:..i _ i = 4 (10 cm)4-4 "�i , _ " i , f'"" I`_ _ 11 1,=I ♦A 2Il- „,„,~, ,,,: 1. I =.„,.w,,,.,._ (15cm) 1. Prepare soil before installing rolled - - 1 1 i �'_ i` ~. "� "I'll i i,-1 i...i i �_ _ erosion control products (RECPs), (0.9m) 1 111111111111 i'" "�l'= I;"I11' ' i..."�.iTi :~,\1 (0.9m) N _~� including any necessary application of f �' i, w,N - I : I i„� i 6' , . i iM�a .:_ ai 6 `'� t. i~I Ilme, fertilizer, and seed.151 2 7 2. Begin at the to of the channel b(1.8m)V) 0 0 g p Y 1.8m 4.1 1( )� Slopes � anchoring the RECPs in a 6"(15cm) , 3.3' � 61/ deep X 6"(15cm) wide trench with 3.3 � approximately 12" 30cm of RECPs (1m) 1.6' (IM) E-♦ (15cm) ( ) W extended beyond the up -slope portion 0 3:1 Slopes (B)11r/ Y p p p A 2 -5 of the trench. Use ShoreMax mat at the W W •' W W (5-12.5cm) channel/culvert outlet as supplemental , I FM " '�' �•, " scour protection as needed. Anchor the 3 WWWWWW WW �* ( ) X 2:1Slopes (C) I 1• \�\ • W RECPs with a row of staples/stakes lm zr~ W W . ;„ W 11 1/ I— * .• * : ti "� •' W approximately 12"(30cm) apart in the . 4 6 "i �, W W W W ,� .� z,• •• •, •' �, a ~ ~i l:u bottom of the trench. Backfill and 0 i. W - ".; � W W W �i .",_, ..i I i­11.,.M .� I Q Q(10-15cm) i.":" • W :�, 3 '� `" •• •' W •' _ 11=11_ I I= i1_111:.�....i 11 f compact the trench after stapling. Apply 0 1:1 & Steeper Slopes (D) �. i a" ~ = i .i seed to the compacted soil and fold the 1 "..i = W W W :. 1 .� V .� �,� �` 1 �\ W W W W 411�1_,"�..�i 11.. = I remaining 12"(30cm) portion of RECPs . 0 = i a,.....,, W r• � � tom, � - . - - I` W W :` �� ,. t•'-!, �•••�, W W W W W back over the seed and compacted soil 0 7 Staples per SQ.YD. 1.15 Staples per SQ.YD. W W "� W W 0 Medium/High Flow Channel (D) ,. .f i W W W l _= I I: W W `_. W W Secure RECPs over compacted soil . '�..`..,.. ..-1 ..vv...~+,.i 2 ....,♦,,.....i i 2i,,,,,.~,<.,: F .,,,,, i W W ��\` \ W W V' i##€ a . ? ,i € I �.,, """i W Y, W W .\� \ W W W W with a row of staples/stakes spaced . < .. ... " = , W W W \; ,.\ \ A J`\���,=\\ W W W W W a tel 12" apart across the I.- W W a. .� W pproxima y pai♦ .,a i""® 1 a �_ •. \ . W width of the RECPs. a ^� .� �' \. W W High Flow Channel And W 11 a.V ..... W , - 3. Roll center RECPs in direction of water 1�♦_ 11 W W W � ::. A. �•�� .N •�� �\ �,,�� , W W W W Shoreline (E) i W W W W `�,. y, •#. �.`�•• ��\,., W W W W W flow in bottom of channel. RECPs will ,� ., W W r - \\>,\ \ W W Z/1_5►1 2 _5 _ _ _ �- Mo ­00- ? W W - �,% ,,Ak . �' ,�, \� ,, W W W unroll with appropriate side against the 2 5 Z 5 W_ . •F, r d.�'�\\� W W W soil surface. All RECPs must be -12 m(5-12.5cm)W �:," > ?„ \.. W (5 .5c ) W W �\ �F \ �`�:� W W W securely fastened to soil surface by ~a ( . I W W W •� •. F `•\ f �' ,x `,,.. "� \ \� W , , / ,/ W �` � \`� W W 1O i W W �• � ? . � •� , < A �,:�11 placing staples/stakes in appropriate 2 `€"€ i v 'fir• \.I- . � ' � \\ \ � ��•�\ a:� ���\ a � v�i i i vi i , a W ,� �, �,v. -�� `• �•� r ~.~i =;�.�". i i~ l i locations as shown In the staple pattern(0.6m)(25cm)di a1 : =1 ." :L~ „ =11_`;\ `�.w: p • y r �`� • \ > . �\ �\ ,.,\ , \r' „ i �,.","= a ` ` ; \ �; \ \ w :..:..:. � 4 4 X 4 G) I J i:: 2 i I k.W I =;�;: ? ,M a �y '\ "�, .,,,, f z.♦♦♦ _ �ar♦. .�_1-,-i- :,~.,.,,;:_"" g &A O O &I ® LLI I &Ii ...al i i i f,., M: a 1 , a a�� _ iI."„", •..� F '�a�---- ;I i .� i-..."",.a i = ~i t, I l i 4. Place consecutive RECPs end -over -end (1.2m) (1.2m) -_ AMI ..�....•a i .�, i,,....,......i .K.2 \� ; `\`a„\,f�2�,a♦„ �'• \ \ ,ar,,,i , ,a,�,,, _ �� i,,.,,..a 4i ;,,:,,...,.:,,"'.......i _ i ii ,"""""' % a i a, ~ i \\\. ".i ; ~, i a �\ ,, f . ` a.." ...,i ii.� a....�.,"., i� . 11 1)_ _ _ \;, I .: f s le with a 4 -6 overla Use1.6 „/1 .,........... � .,,w..�a i." "".�,i a..,,,. ...i i,.., �Z�\•, _,�� � � err'' .., •• „�` a r,,.: r >�\, �\ ` a = a a ! ,.�: i i I a i = ...a _ ,\ a, \ `� i _ . _ ,,... 2 ., M i - (Shingle tY ) p � v .".'."°°�, i "'a L i a L i ..-_ ;,,~,>,,. \, ��♦r♦"c = ir`� ' \ ,."` \"�.a ":�,�..ir•..,, \ _ ` "'I i I a i a....•... ": _,�..<..N,` 11 ( ) - W I- B 11 Ii I = a 2 _ a ? a ,,, "_ "a I I .a .a":.; a =�,. , +-, �---t i-�r e---rc �-. r---� a i, ; .z` i ` f al i ""= i a r w f le to ered 4 ""uo.w i _ ~ i = "_ _~"~~i I a double o o sta s s 0.5m a i a i i.~ : I , �., ~`= i i a\.\,„a =~~"a ,,� i i t ,a a i i t p g w i _ " ", _. -6 i." , 15cm ..,... a "~a a w ��., i s ,i i �, a, a",,,,. , ..,". ,, _, i f �.,."_ ",".,., i i,~ a~a i a t 11 0 w �a . .-. a ., .~..= a,...- i 1 � a ~.~. i i I-, .. " ,~i a ..., �,,, "a = a =,. i I i _ _ . a n 4 n center er to secure ® ® . t I'll .1 I I .�"a a..~ i.�� a art a d o t ._ .i 2 ,.M....., .,......` i.♦.♦....�. ...�,. a a♦.,......,i .,,,,,..,,".. ,...,.,.,.�..i i I .,.,.."..♦,., \ ` c ' ' , _ ♦.i i I 4,..♦......., a _ 5 Li. r r= _.= p "' �f i = f I""a i' , . i i a a I _ RECPs. Mf ~~~~"I a.. a I ::I i i« . i i a ..2 i _ a~ ~,"".a i 3.3 ��� i�...,, �� � a�•I �.,� Ir,�♦, ?..."„�..: i } � `�� a i 3.3 10 25cm a i i <} f ~ ..,«" .M. .,. i a i ,.~♦..~~,.i M.,...M.~.i ,...�,",,,i `.:,~..�.,,. _,.,.,.,,.M., i",,...,�..,a M.�,w...�...i ~...,�...;,.` _.,,...:,w„i ~.�,.,,,.:..` �..•..:..:"' g `,:~ • ..,a a.,:,.,.,, a,.:, • r.,: ,.�,a.� ," ;,,,M� t,� = i,~„~,~"'i i,,,,,;,..�t �.., ...�.<�.e a _ .., �.. ,. _- ., i i i i i I,.-. I.�.�� ,a i"� , M". , .., .�: I �.."i., �_ .,.... ,, �.�i .,..,..~ �. �i a"ten,= _....M ",.i ...�,= i.M..� . a„-„�, ". I a�M.� �a i ?♦.�.�, i ,.�. = z"..,�""a i �.�.:..i..�,= i i ,,~,.. i �. a I i a l a i s i a i a f i a a i I a i s a i Mi i'-� = a I i a 5. Full length edge of RECPs at to of side t DESIGNED BY: , w. �. a i a =.".... "." ..,.i = I~." "♦.i I i .. i I i .. ..., ", ..._ ~" ,...i i."..� .i i i .�"...i a s♦,.♦ "...r i s i I :: i i~.", ",i g g p O ... ,.a a i,. _ } (1 m) f "....~.... _ ".." "...".a f O i - ~. ".. lm 3 ® slopes must be anchored with a row of p X X ® ® CZ o staples/stakes approximately 12"(30cm) ,, _R Ot t�f F-I apart in a 6"(15cm) deep X 6"(15cm) 3.3 ,. y DRAWN BY. - wide trench. Backfill and compact the (IM) � EA/EM CRITICAL POINTS NOTES: trench after stapling. X ® ® ® ® 11 2 o A. Overlaps and Seams *Horizontal staple spacing should be 6. Adjacent RECPs must be overlapped CHECKED BY: B. Projected Water Line _ .:. _ .... ._ :<_ ....:�...._.� ..v.���.� J altered if necessary to al low staples to approximately 2"-5" (5-12.5cm) J F 0 . C. Channel Bottom/Side Slope Vertices secure the critical points along the channel (Depending on RECPs type) and stapled. L surface. No&" I lj_� APPROVED BY: A A 7.In high flow channel applications a . B staple check slot Is recommended at 30 1.7 Staples per SQ.YD. 3.4 Staples per SQ.YD. 3.75 Staples per SQ.YD. NOTES. B C **In loose soil conditionsill, the use of staple a C to 40 foot (9 -12m) intervals. Use a DATE: Or stake lengths greater than 6 (15cm) may double row of staples staggered * Use ECM DS ® for more accurate 11 /30/2015 �,�a� x' = a =� Buz= `a' be necessary to properly secure the a� �i�a- ♦ _ ;:. a art and 4 10cm on center \\� \� 411(10cm) p "( ) staple pattern selection. cn �` ,' ... a< RECPs. over entire width of the channel. ♦A ` CITY SPECIFICATION NO. o Drawing Not To Scale 8. The terminal end of the RECPs must be . Q U anchored with a row of staples/stakes T_ \\�\ r • • 1 \\ UF u\ ••H / V SCALE RATIO O h..� a r xim I 12 m a art In a %:::a ::�r x.}•}.:il ..: >:.=}f::.k. ,..}... \\ \ \ a o ate 30c !11}.::. _\ Disclaimer.a.......:.: q9 . \ \ Disc a e pp Y ( ) p ..:.t.....::a ''.:..�.}. � Q i." <;: \ ,;;,.. ,- c :a " '. 11 11 .`\it :..' 11 �\ \. �........ .. ::::.f :.:. 1 m X 1 m wid trench. .....i .... ....., ,.... .:}. r � � h...� ..., ,. ::..::::: f... h..:. a 6 5c des 6 5c e ..... ...: .... .....:::.'::}:-: - :f:::::f :f::= _ � \ `•: �. 4:.vn \+:: .: .:.v:::. .}::::: n:•.v: ♦ - \ � � \ .::, . ..::nd:::: }}} ::::; ..::\ a}.w: h. , \.v �♦ ..-..::. : w:. .:. \ \\ .\ \ ..:.�a ..::...::: � ,::}}..:.:�}.......:.:..::...:::::...:::: .. � \� \\ � •}v. ,::.:�:.,:..r �....}.,.}w ::::}...:.::... ,. _ r � � � \ i r n h r In Is eneral desl n information onl .Fors eclfl a ll I . I n Inf rmatlon onl .Fors eclflc a Ilcatlons �z� �v::.,.}:.� x� �,..� �.�..�,,,.;� �.,v.�~,.:.:.. �� �a ��� ���.�,� �.� The Informat on ese fed e e c cat ons, �'•.�` .��`-�.i �` ���:� _"��'�C^�r�� .�;� � ��'���• � _ ��:���.��� The Information presented herein Is general des g o y p pp y p .,..w�'+F '.K riftw� iLL�'�,` . M'�C� R�'.''S:3}.: �':';r.;: �iiii •+ .,...4 }. p g pp N/A M. co !k\%1 IM� Backfill and compact the trench after i1. � LI consult an inde endent rofessional for further desi n uidance. GlgEEk consult an independent professional for further design guidance. O p P g g stapling. SHEET NO. � 5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040 5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040 . Drawin Not To Scale M Pose ills IN 47633 www.tensarnagreen.com Drawn on: 3-16-11 Poseyville, IN 47633 www.tensarnagreen.com Drawn on: 3-16-11 g g 1 - 8 of 0 0 . V 10 - - 1 JOB NO. 135-100831-14001 1 3 O 0 cyi co z 06 > U a� co Q co 0 0 M 0 M c 0 0 TW=190.0 TF=183.79 INSTALL RIP RAP ENERGY DISSI PER COUNTY STD. DETAIL H-5: D50 = 24' LENGTH = 15' WIDTH = 11.37' DEPTH = 21 SLOPE = 5.44% RSP PLACEMENT METHOD A, Y ROLL MAX BIONET C125 BN NOTES: 1.) SEE CALTRANS STANDARD PLANS (2010 EDITION) DETAIL D90 (SEE SHEET 85) "PIPE CULVERT HEADWALLS. STRAIGHT do L WALLS FOR CONSTRUCTION DETAILS. 2) ALL REINFORCING STEEL /4 BARS ALL VERTICAL AND HORIZONTAL STEEL 11E BARS t'-6" MAX SPACING. 3.) REFER TO SLO COUNTY 2011 PUBLIC IMPROVEMENT STANDARDS H-5 (SEE SHEET 85) ROCK SLOPE PROTECTION SIZING METHOD AT CULVERT OUTLETS OF RIP -RAP INSTALLATION DETAILS. 4) USE STAPLE PATTERN E PER DETAIL 82, SHEET 81. 5.) INSTALL MATTING PER DETAIL 81, SHEET 81. 6) PIERCE EC MATTING WITH MULEFAT UVESTAKES NW DRAINAGE HEADWALL AND RIP RAP ENERGY DISSIPATOR DETAIL 3.00 -� 12.00 INSTALL RIP RAP ENERGY DISSIPATOR -' •a� PER COUNTY STD. DETAIL H-5: D50 -- 24' LENGTH = 12.00' WIDTH = 13.00' DEPTH = 21 SLOPE = 4.5% RSP PLACEMENT METHOD A. Y TON ROLL MAX BIONET C125 BN TW=203.23 TF=196.23 INSTALL TYPE 2 HEADWALL AND WING WALL PER CALTRANS STANDARD D90 IE OUT = 184.29 D=30', H=6'0' TW=193.5 TF=183.79 3.00 HEADWALL AND WING WALL PER CALTRANS STANDARD D90 IE OUT = 196.83 D=24 ; H=7' MIN 6' CONC PAD = 196.83 NOTES: 1.) SEE CALTRANS STANDARD PLANS (2010 EDITION) DETAIL D90 (SEE SHEET 85) "PIPE CULVERT HEADWALLS". STRAIGHT do L WALLS FOR CONSTRUC110N DETAILS. 2.) ALL REINFORCING STEEL /4 BARS ALL VERTICAL AND HORIZONTAL STEEL TIE BARS 1'-6' MAX SPACING. 3.) REFER TO SLO COUNTY 2011 PUBLIC IMPROVEMENT STANDARDS H-5 (SEE SHEET 85) ROCK SLOPE PROTECTION SIZING METHOD AT CULVERT OUTLETS OF RIP -RAP INSTALLATION DETAILS. 4) USE STAPLE PATTERN E PER DETAIL 82, SHEET 81. 5.) INSTALL MATTING PER DETAIL 81, SHEET 81. 6) PIERCE EC MATTING WITH MULEFAT UVESTAKES E DRAINAGE HEADWALL AND RIP RAP ENERGY DISSIPATOR DETAIL INSTALL RAIL FENCE PER DETAIL 106, SHEET 86. 0 Qc - ft TW=165.00 TF=155.50 , 11 TW=164.00 TF=155.00 10.00' _ 10 TW=163.00 TF=154.00 10, TW=161.00 TF=154.00 10, TW=160.00 TF=154.00 97.0' 10, 13.00' TW=159.00 TF=153.00 10' TW=157.00 TF=152.00 10' TW=156.00 FL = 148.50 TF=152.00 10' TW=155.00 TW=155.00 TF=148.00 - 35.5' - 18.00' - INSTALL TYPE B HEADWALL AND WING WALL PER CALTRANS STANDARD D90 IE OUT = 156.00 D=36", H=6' 6' 28.7' TW=165.00 3.00 TF=155.50 6" CONC PAD = 156.00 INSTALL RIP RAP ENERGY DISSIPATOR PER COUNTY STD. DETAIL H-5: D50 = 24' LENGTH = 18.011 WIDTH = 13.00' DEPTH = 2.7' SLOPE = 5.71 % RSP PLACEMENT METHOD A, Y TON ROLL MAX BIONET C125 BN INSTALL RIP RAP ENERGY DISSIPATOR PER COUNTY STD. DETAIL H-5: D50 = 24' LENGTH = 32.28' WIDTH 5' DEPTH = 2.7' RSP PLACEMENT METHOD A, Y TON ROLL MAX BIONET C125 BN 5.00 INSTALL RAIL FENCE 1' OFFSET FROM HEADWALL � NOTES: 1.) SEE CALTRANS STANDARD PLANS (2010 EDITION) DETAIL D90 (SEE SHEET 85) "PIPE CULVERT HEADWALLS'. STRAIGHT & L WALLS FOR CONSTRUCTION DETAILS z 2.) ALL REINFORCING STEEL #4 BARS ALL VERTICAL AND HORIZONTAL STEEL 11E BARS 1'-6" MAX SPACING. w 3.) REFER TO SLO COUNTY 2011 PUBLIC IMPROVEMENT STANDARDS H-5 (SEE SHEET 85) ROCK SLOPE PROTECTION SIZING METHOD AT CULVERT OUTLETS OF RIP -RAP INSTALLATION DETAILS. 4) USE STAPLE PATTERN E PER DETAIL 82, SHEET 81. 5.) INSTALL MATTING PER DETAIL 81, SHEET 81. 6) PIERCE EC MATTING WITH MULEFAT UVESTAKES 84 SE DRAINAGE HEADWALL AND RIP RAP 85 ENERGY DISSIPATOR DETAIL R TRACT 2428 (P) lot DRAINAGE EASEMENT 5 0D FENCE PER DETAIL 107 SHEET 86 FINISHED 4' CLASS II GRADE AGGREGATE BASE CONCRETE SWALE 1.5' 1.0' 1.5' A. • 11, .4p 5' 0.33' , ~� EXTENDED LENGTH MAY BE Nw:�. .� ��� REQUIRED DUE TO SITE OR JSEISMIC CONDITIONS ? .,������ , �;;' �" � �:::,,;•Z�.�:: ter\.,. • 01 • CONCRETE POST 6' MAX - \;,, �.~ °�~~ 12 14 REBAR FOOTING EXISTING 6' FENCE TO ` ,.. :. � �,.. �..,..:.., `�"��'" 12' O.C.E.W BE PROTECTED IN� � � ��� ,��,a�;`..."�, (TYP.) - - _ _ - CUT OR DISPLACE PLACE ; `A�"a~ ��~°` ENGINEERED FILL GEOGRID AROUND COLUMN TUBE EUROPA BLOCK UNIT UROPA A 1 �� " � PER GEOTECHNICAL 1 - 6' HEIGHT ,.. • ` °�r ' NGINEER'S :RECOMMENDATIONS RETAINED FILL . .. WELL -GRADED GRANULAR WALL TOE OF WALL '� �" ROCK 0.25 IN TO 15 IN GEOGRID REINFORCEMENT TYPE AND LESS THAN 10% FINES LENGTH VARIES PER WALL DESIGN FINISHED GRADE .. f.�..? . _ ��. _ ,,.�,,,,,,.,: GEOGRID LENGTH �:.:. � 4' HEEL DRAIN a PIPE VENTED TO DAYLIGHT :� ...r Of 4- TOE DRAIN �. PIPE VENTED TO DAYLIGHT EMBEDMENT DEPTH HOLES POINTED DOWN 12' (MIN) NOTE: ANY INFRASTRUCTURE TO BE INSTALLED WITHIN THE STRUCTURAL SECTION OF THE RETAINING WALL SHALL BE INSTALLED AT THE TIME OF WALL CONSTRUCTION. 00 SEGMENTED RETAINING WALL AND 00 CONCRETE SWALE. X TRACT 400 FACT 2428 TRACT? EXISTING 6' FENCE TO BE PROTECTED .. IN PLACE 5.0' f 2.0' BENCH SLOPE _LARIES AT SITE BOUNDARY CONCRETE SWALE - 14 REBAR 0 tY O.C.E.W (TYP.) ALL AND WING WALL PER kNS STANDARD D90 = 194.50 H=6.18' fW=200.18 fF 194.00 )0 6' CONC PAD = 194.50 TW=20( TF=194 INSTALL RIP RAP ENERGY DISSIPATOR PER COUNTY STD. DETAIL H-5: D50 = 24' LENGTH = 15.00' WIDTH = 11.00' DEPTH = 21 SLOPE = 1.0% RSP PLACEMENT METHOD A, Y TON ROLL MAX BIONET C125 BN NOTES: 1.) SEE CALTRANS STANDARD PLANS (2010 EDITION) DETAIL D90 (SEE SHEET 85) "PIPE CULVERT HEADWALLS. STRAIGHT do L WALLS FOR CONSTRUCTION DETAILS. 2.) ALL REINFORCING STEEL 14 BARS ALL VERTICAL AND HORIZONTAL STEEL TIE BARS 1'-6" MAX SPACING. 3.) REFER TO SLO COUNTY 2011 PUBLIC IMPROVEMENT STANDARDS H-5 (SEE SHEET 85) ROCK SLOPE PROTECTION SIZING METHOD AT CULVERT OUTLETS OF RIP -RAP INSTALLATION DETAILS. 4) USE STAPLE PATTERN E PER DETAIL 82, SHEET 81. 5.) INSTALL MATTING PER DETAIL 81, SHEET 81. 6) PIERCE EC MATTING WITH MULEFAT UVESTAKES NE DRAINAGE HEADWALL AND RIP RAP 86 ENERGY DISSIPATOR DETAIL (P) 15 DRAINAGE EASEMENT EUROPA ALLAN BLOCK UNIT 1 - 6' HEIGHT IMPERMEABLE SOIL EUROPA ALLAN BLOCK UNIT 1 INSTALL GROUTED RIP RAP PAD 6' MAX PER DETAIL 96 SHEET 85 Dw 4' - 6' DEPTH = 9' WIDTH = 18' FINISHED GRADE SLOPE VARIES DEPTH J '� `� � I 4 I UL MAIN PIPE VENTED TO DAYLIGHT HOLES POINTED DOWN 4' CLASS II 6 (MIN) 12' (MIN) AGGREGATE BASE NOTE: ANY INFRASTRUCTURE TO BE INSTALLED WITHIN THE STRUCTURAL SECTION OF THE RETAINING WALL SHALL BE INSTALLED AT THE 'TIME OF WALL CONSTRUCTION. SEGMENTED RETAINING WALL AND CONCRETE SWALE AT BASE „mac �t0 ORpiN EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS CONCRETE POST FOOTING CUT OR DISPLACE GEOGRID AROUND COLUMN TUBE RETAINED FILL� GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4' HEEL DRAIN PIPE VENTED TO DAYLIGHT FESS/0 O t . F ql C-� No. 7 9 EXP. 30- 7 E co 0 O � L) N co M U LLJ N 0) a) Q � 0 Lo a? wQo a co � m FLO Q J > Z OQ W Cn w Q co 00 J E- w w F-- O w DESIGNED BY: CZ DRAWN BY: EA/EM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO N A SHEET NO. 82 of 91 a. 0 �I 0 0 0 z a� 0 U ai i.i v� 0 U 0 co 0 0 Ir- u7 cn co C3 N ANY INFRASTRUCTURE TO BE INSTALLED WITHIN THE STRUCTURAL SECTION OF THE RETAINING WALL SHALL BE INSTALLED AT THE TIME OF WALL CONSTRUCTION. FINISHED GRADE EUROPA ALLAN BLOCK UNIT 1 - 6' HEIGHT SLOPE 4.0 �0 pRNIN 0.25' . L y . 0• 6-1 . ♦ • L y ` EUROPA ALLAN BLOCK UNIT 1r�♦s, r v.. • ENGINEERED FILL 120PER GEOTECHNICAL 6' MAX • �\ � ENGINEER'S „'�� ,F RECOMMENDA11ONS • rr\ \ V \ �_�•"`'. WELL -GRADED GRANULAR WALL ROCK 0.25 IN TO 1.5 IN • ' . u• LESS THAN 10% FINES FINISHED GRADE PAD SLOPE VARIES:' 4.0'- VEGETATED SWALE 0.4 . . . .\ f' GEOGRID LENGTH FOR EROSION CONTROL 0.6 �� "`� � ��� °° 6» (MIN)TOE DRAIN_ IMPERMEABLE SOIL EMBEDMENT DEPTH ,..r\ e PVC PERFORATED PIPE PIPE VENTED TO DAYLIGHT HOLES 12" (MIN) POINTED DOWN TOE of wAu. ELEVATION PER PLAN DEPRESS FL BY 1" A DEPRESS FL BY 1" R= 3" VEGETATION FOR EROSION CONTROL PAD IMPERMEABLE SOIL EXTENDED LENGTH AWAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS RETAINED FILL GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4" HEEL DRAIN PIPE VENTED TO DAYLIGHT SEGMENTED RETAINING WALL AND - VEGETATED SWALES- 90 PLAN VIEW CURB AND GUTTER PER NOTES' IMPROVEMENT PLANS 1. CONSTRUCT CURB OPENINGS SO THAT CENTER OF CURB OPENING IS 2.75' FROM STORM DRAIN STRUCTURES, DRIVEWAYS, CONCRETE PADS, AND CONCRETE COLLARS; AND 1.25' FROM ECR. 6" THICK, 3" TO 6" RIVER 2. SPACE CURB OPENINGS 30' MAXIMUM, ON CENTER. ROCK, MORTAR IN PLACE „ " 6 THICK, 3 TO 6 RIVER :: 6" CURB & GUTTER 1 ROCK, MORTAR IN PLACE MIN. 6" DAYLIGHT TO BOTTOM OF BIORETEN11ON CELL 2'0 & EXTEND A MIN. OF :. ► t_..:::....:.: 6" ALONG BOTTOM CURB OPENING CENTERLINE LOCATIONS "N" STREET: STA SIDE 1 +01.81 R 1+39.34 R 1 +55.81 L 1 + 65.40 R 1+75.16 L 1+91.44 R 1 +94.50 L 2+17.51 R 2+25.76 R 2+51.33 R 2+63.24 L 2+85.83 L 2+97.31 R 2+97.68 L 3+19.36 L 3+22.33 R 3+47.34 R 3+72.35 R 3+80.65 L 3+97.36 R 4+05.86 L 4+30.86 L 4+45.89 R 4+66.79 R STA SIDE 4+87.69 R 4+89.61 L 5+04.58 L 5+08.59 R 5+16.07 L 5+18.09 R 5+31.13 L 5+37.55 R 6+43.04 R 6+65.78 R 6+91.65 R 7+13.29 L 7+18.06 R 7+33.93 L 7+54.43 L 7+74.17 L 11 +56.14 R 11 +82.01 R 12+07.88' R 12+32.05 L 1 + 3354 2 R 12+42.51 L 12+50.18 R 12+66.12 L STA SIDE 12+78.06 L 12+97.88 L 13+10.37 R 13+22.30 R 13+30.47 R 13+31.85 L 13+36.24 R 13+45.37 R 13+60.82 L 13+71.10 R 13+96.84 R 14+ 11.73 R 14+ 19.21 R 14+51.31 L 14+55.81 R 14+72.51 L 14+76.12 R 14+96.43 R 16+96.55 R 17+14.30 L 17+21.32 R 17+37.60 L 17+48.12 R 17+63.00 L STA SIDE 17+72.89 R 17+86.30 L "S" STREET: STA SIDE 1+10.64 L 1+25.94 R 1+35.75 L 1 +53.00 R 1 +60.86 L 1 +70.36 L 1 +74.19 R 1 +81.90 L 3+23-.27 R 3+23.94 L 3+52.29 L 3+52.54 R 3+79.33 L 3+81.81 R 4+07.68 L 4+ 11.07 R 4+ 18.54 L 4+21.47 R 4+45.10 L LLL VA I 1 UN STA SIDE 4+47.48 R 4+72.46 L 4+75.39 R 4+98.91 R 5+02.05 L 5+19.85 R 5+31.56 L 5+59.55 L 5+77.35 R 5+87.54 L 6+05.37 R 6+33.39 R 7+30.28 R 7+30.33 L 7+49.59 R 7+65.09 L 7+65.23 R 7+84.53 R 7+90.78 L 7+99.60 R 8+16.55 L 8+42.32 L 9+01.70 L 9+22.96 L CURB OPENING STA SIDE 13+00.97 L 13+07.79 R 13+29.44 L 13+33.61 R 13+57.91 L 13+59.42 R "W' STREET: STA SIDE 1 +04.75 L 1 +11.73 R 1+44.02 R 1+88.66 R 2+03.29 R 2+27.66 R 2+51.47 R 2+54.33 L 2+69.71 L 2+83.85 R 3+07.10 R 3+30.35 R 3+31.08 L 3+52.37 L 3+53.60 R =3" E) FL �P) FL STA SIDE 3+73.66 L 3+76.85 R 4+32.96 L 4+45.06 L 4+62.04 R 4+76.71 L 4+85.23 L 4+90.85 R 4+96.54 L 5+06.99 L 5+18.92 R 5+38.20 L 5 +46.99 R 5+52.92 L 5+75.06 R 6+03.14 R 6+34.66 R 6+80.74 R 6+95.37 R 7+32.68 R 7+56.33 L 7+61.32 R 7+69.08 L 7+70.46 R (P) 15' DRAINAGE EASEMENT 9.0' t NOTE: ANY INFRASTRUCTURE TO BE INSTALLED WITHIN THE STRUCTURAL SEC11ON OF THE RETAINING WALL SHALL BE INSTALLED AT THE 11ME OF WALL CONSTRUCTION. X TRACT 400 FACT 2428 TRACT 2353 EXISTING 6' FENCE TO BE PROTECTED X IN PLACE 5.0' f 10 2.0' MIN. BENCH 2% EXTEND SWALE TO BENCH \\\\ w£ r EXISTING GRADE\'` 1.1 AT SITE BOUNDARY 0> C CONCRETE SWALE.._ #4 REBAR 0 12" O.C.E.W (TYP.) ■ 1 5 (MIN) 6' WOOD FENCE PER DETAIL 107 SHEET 861 � E .10 pRp,IN S1.�P SAX ram.. EROSION CONTROL 0.25 0.67' aY"„ IMPERMEABLE SOIL ` .Ly .�41 4 y �\� \ 13 EUROPA ALLAN BLOCK UNIT 1 ♦ 12" INSTALL GROUTED RIP RAP PAD ♦'� NDS 981, 991 AND 900 6 MAX PER DETAIL 96 SHEET 85 9 CATCH BASIN SERIES WITH ATRIUM GRATE Duo = 4" - 6" ��\� � '�'• ♦ \�"'� 2�+""rr \♦ate\..„•da DEPTH = 9" Ly F `\. d ♦�\`. WELL -GRADED GRANULAR WALL WIDTH = 18" • , ..• r\,• \;,\��,• _�.. a \� \� ROCK 0.25 IN TO 1.5 IN 7 .:„0-0 „?2: LESS THAN 10% FINES EUROPA ALLAN BLOCK UNIT 1 - 6' HEIGHT 2.00' - 2.00' VEGETATED SWALE FOR 1. q\ ` r FINISHED GRADE SLOPE 6"PVC 0 2% MIN SLOPE VARIES 1.011.5 GEOGRID LENGTH g ia+r' • ' �FrENGINEERED FILL PER GEOTECHNICAL �OE OFy a \ i ENGINEER S 0 33 WALL , , . \ae\ . ar�••♦♦� RECOMMENDATIONS 01 _\L . EMBEDMENT .\. z ,..,a\. "\ 4" TOE DRAIN DEPTH ' \�\ are,\\���, PIPE VENTED TO DAYLIGHT HOLES POINTED DOWN 4" CLASS ii 6" (MIN) 12" (MIN) AGGREGATE BASE SEGMENTED RETAINING WALL AND- EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS CONCRETE POST FOOTING CUT OR DISPLACE GEOGRID AROUND COLUMN TUBE RETAINED FILL GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4" HEEL DRAIN PIPE VENTED TO DAYLIGHT N ()'Toxvcit `any one of'the 11o� wing measures is sulf eient to iiidtcate tion toxicity 1. INSTALL CHECK DAMS (PER DETAIL 107, SHEET 84) THROUGHOUT BIORETENTION AREAS. 2. FOR BIO-RETENTION SPECIFICATIONS WITH SIDEWALK UNDERDRAIN, SEE DETAIL 108 SHEET 84. 3. FIELD WELD ALL JOINTS IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATIONS. ADHESIVE, CHEMICAL FUSION, AND THERMAL FUSION WELDING ARE ALL ACCEPTABLE. ADHESIVES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL SEALED AREAS SHALL BE AIR LANCE TESTED USING ASTM D-4437 AND VERIFIED TO BE LEAK FREE. 4. LINER SHALL BE PLACED IN THE TRENCH IN ACCORDANCE WITH THE PLANS. THE LINER SHALL BE PLACED LOOSELY AND SEATED FIRMLY INTO THE CORNERS. IF CHEMICAL SEAMS ARE USED THEN THE PANELS SHALL OVERLAP BY 6" TO 8" WITH A 4" WIDE SEAM. IF THERMAL SEAMS ARE USED, THEN THE SINGLE TRACK WELD SHALL OVERLAP e TO 6" WITH A MINIMUM 2" WIDE SEAM. ALL SEAMS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. IF AT ALL POSSIBLE, SEAMS SHALL NOT BE LOCATED AT LOW POINTS IN THE SUBGRADE UNLESS THE GEOMETRY REQUIRES SEAMING TO BE DONE AT THESE LOCATIONS. DAMAGED LINER MATERIAL SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE BY PLACING NEW MATERIAL THAT MEETS OVERLAP REQUIREMENTS OVER THE DAMAGED AREA. THE LINER SHALL BE COVERED AS SOON AS POSSIBLE AFTER BEING PLACED, BUT NOT LATER THAN 7 CALENDAR DAYS AFTER PLACEMENT. MATERIAL LEFT UNCOVERED FOR MORE THAN 7 CALENDAR DAYS SHALL BE REMOVED AND REJECTED. SOIL SPECIFICATIONS' t ` Boretention soils shall.: meet the fa1lin criteria. licant refers to the en i ro sill the g 4pp t3' P po g i soil mixture for approval, royal b � the City of San Luis Obispo. PP � tY P 1. General Requirelments .Bioretention soil shalt: a. Achieve ,a long-term. in -place infiltration rate of at least 5 inches per hour. b:: Support t�igorus plant growth. C. Consist of the following mixture of fine sand and compost,:.measurzd on a volume basis: f 06% .70% Sand '30%. 4t 0N). Co nx oA 2.: Subni tta_l Reguiremenfs 'I'he applicant shall subn� t to the .Pzrmitt e forapproval . a sarnpl 4f nu?�ed bioretenton soil, b:. 0ertific . fro the soil supplier or an .accredited laboratory that the BiQretention: Soil .meets the .reciuirements of this guideline specification.. e _ults o o f a san om n t performed accordance with ai s a a s e: Gx n ire n l is r s d o o e_ __ . rm u� _ x f h in ri p p , S'il�l' D 422, Standard Test Method for Particle: Sim Anal sis Hof Soils.. 7� li l s s rsu e: orne `ii accord cal stin d Qua t _ana i its .for c.om" 'ost rl i anac S p p a T g AssuranCe (STA) standards as specified in 4. ..... Y Cif NH4 N037-N J. (i Aninionium 00 pp lz dry. basis tiiii Se'ed rn inat n X80 0 of control Sieve size Percent Passing (by weight) Ali. Alm I jnch 99 100 1 /2 inch: 90 1:00 1 /4 inch 40 9:�} NQ. 200 °2 to . i'. ..i {L. ).M1. .: �.l. .l'J-..�'�'1• �i l'L'.I ..L • .. •..1-.1T.:.W1:. :•N.-'K........i .. /.:(1,/\4:•i:"� :.W .:: M.w�1/..-V��.:i .;V..t'i .i�1.1 /� {. '�./ :::: l d bs, cubic and u d sit . shall be l?e � een 50 an 1100 d 1 .. a _ lk en h 1 � 0 c. ,B t 4 a e s I) 421.0 r ve �� 4, .. and 0, 416,._$, , .: nd 3� 8 inch s�. e (AST^�I as appro d b� inuri:. ip_, : �tv�, . meet the fc .... 1Q.0 u�g gradation:` d. l loi Luxe cvnient shall be bet tireen 3`�°�� 5'�Q vt' ary svl�cls. �, .: P.ex•cettt Passing (by eight) sieve �j*ice: 1 l = 3� iiYcli 10�t .100 1�1o, 4 .90 100 No 70 z o0 No: 6 40 No,U`5 0 2Q� S +. s iy.. t1. .F-T1 t-11V IV," "t K: LG1C111.'i. ltil 111V: 1ix.1..11 11YYC1 131.�16G b.f tt+V1.V1.V\l 1 1 ViJ1,L1'11:.11 L.+=V G �+ 1 ,� ' - v�ww: o ost n ouncil.or ::'The sam lie shall be sent. an ind evident. 6.1 7377 4g3I. _ . _n e_ 4 : w a e to t. a� .la The. c. rn fist supplier: ..ill far h s _. STiA Pzro am approved ed b. Th o r Y �' pP l� p p Note: al sandy ornpl r ng u7ith;.� STM C33 far fine aggregate. c� nlp:ly with the alp©ve: gradation requirements, _ BIORETENTION PLANTERS CO 05 JOB NO. 135-100831-14001 1 Q�pFESS/0\ �cv �O W o. 7 79 � P: 6- 0-17 OF � E r-- 0 �OLO V N co M � N a� �QU U_ +�+ LlJ O • U u) CO CL0 H � U _I > Z OQ W Q Y J (O W EXISTING GROU12 ND. .F.' ' `F • a`•`:++,F°FF'"`a`r'+`• r''` f +`'.``�,•••,a°r.•` F F F F• .+.•j0 r,• a.F.•• o'�`i+,• ' 'FPa ' S f • . F rc :,+�: F+'.• ' F'ra f:• a"',F r`•.9'.' ,".r.F?+�'o••.'°.Fr`�i �'",r�,a`".r',•`'''cF.r`d'"�iar'•`a'co`.•a`.`rF, a••' "\'• ,`{a F9+ a.V taT`',Se e�rir'."� i'+FF'�: � yor,• .a;�a`'�ryP,•'.••`o ,• .,�•• r r a �, 'r r S•`'..ra , ,+` ` "C'r � `\`� ,t*,�,a F•° ae rS 1 /2 OR 3/4 INCH DIAMETERr a F `,��•va, NATIVE SOIL LIGHTWEIGHT GRAVEL �; a. as 1 `tF GEOTEXTILE FILTER FABRIC ALLUVIAL CLAY SOIL UNDERLYING SERPENTiNITE .F �F, a°r� � 11� v�V`�` \N v\1�"\�a\�"`��\�' � y a°F ;i "• � 4" MIN. PERFORATED PIPE 2e MIN. 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS 1 95 CURTAIN DRAIN EXISTING GROUND .•`Fa' +:F: •FFa,';F, rr,+"ra, `+F;, r•`rSF•+ '.dF+,r•'.+"•rerr`a.+„•``.F .••f• a a ` F • Frr°'r`;•''r•O',r''„`•a``aF a . F,•, F ,, ,r �r' •`ri FF'. r�.`. ''F. +rF'•• `'SFr' Fc`' F. ` aaa Fd F. ra 12 \,• .�• r�.�a .fir � ,a ,aF!`�°F,ar• r+a��a` `\. '� \".. "\..• ` of ,\. ,..�„a`,F @,\.fir• ,.� i' a*a 1 /2 OR 3/4 INCH DIAMETERr ,a 3 NATIVE SOIL LIGHTWEIGHT GRAVEL. F r ,.,` F GEOTEXTILE FILTER FABRIC It'ALLUVIAL CLAY SOIL UNDERLYING SERPENTINITE q,,+ �•" � \ : Cam` \ ``\•'�` r +*°a,+''a �r rFs� Fab € F `' Frr a , ,a _ \..� J � ♦♦'` i J`m� �•`a ,rF` +aa°• d,+f `. j ;\�.F"• . ° 4" MIN. PERFORATED PIPE 36" MIN. Now 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS SPRING DRAIN EXTENDED LENGTH MAY BE REQUIRED DUE TO SITE OR SEISMIC CONDITIONS CONCRETE POST FOOTING CUT OR DISPLACE GEOGRID AROUND COLUMN TUBE RETAINED FILL GEOGRID REINFORCEMENT TYPE AND LENGTH VARIES PER WALL DESIGN 4" HEEL DRAIN PIPE VENTED TO DAYLIGHT N ()'Toxvcit `any one of'the 11o� wing measures is sulf eient to iiidtcate tion toxicity 1. INSTALL CHECK DAMS (PER DETAIL 107, SHEET 84) THROUGHOUT BIORETENTION AREAS. 2. FOR BIO-RETENTION SPECIFICATIONS WITH SIDEWALK UNDERDRAIN, SEE DETAIL 108 SHEET 84. 3. FIELD WELD ALL JOINTS IN ACCORDANCE TO THE MANUFACTURER'S RECOMMENDATIONS. ADHESIVE, CHEMICAL FUSION, AND THERMAL FUSION WELDING ARE ALL ACCEPTABLE. ADHESIVES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL SEALED AREAS SHALL BE AIR LANCE TESTED USING ASTM D-4437 AND VERIFIED TO BE LEAK FREE. 4. LINER SHALL BE PLACED IN THE TRENCH IN ACCORDANCE WITH THE PLANS. THE LINER SHALL BE PLACED LOOSELY AND SEATED FIRMLY INTO THE CORNERS. IF CHEMICAL SEAMS ARE USED THEN THE PANELS SHALL OVERLAP BY 6" TO 8" WITH A 4" WIDE SEAM. IF THERMAL SEAMS ARE USED, THEN THE SINGLE TRACK WELD SHALL OVERLAP e TO 6" WITH A MINIMUM 2" WIDE SEAM. ALL SEAMS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. IF AT ALL POSSIBLE, SEAMS SHALL NOT BE LOCATED AT LOW POINTS IN THE SUBGRADE UNLESS THE GEOMETRY REQUIRES SEAMING TO BE DONE AT THESE LOCATIONS. DAMAGED LINER MATERIAL SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE BY PLACING NEW MATERIAL THAT MEETS OVERLAP REQUIREMENTS OVER THE DAMAGED AREA. THE LINER SHALL BE COVERED AS SOON AS POSSIBLE AFTER BEING PLACED, BUT NOT LATER THAN 7 CALENDAR DAYS AFTER PLACEMENT. MATERIAL LEFT UNCOVERED FOR MORE THAN 7 CALENDAR DAYS SHALL BE REMOVED AND REJECTED. SOIL SPECIFICATIONS' t ` Boretention soils shall.: meet the fa1lin criteria. licant refers to the en i ro sill the g 4pp t3' P po g i soil mixture for approval, royal b � the City of San Luis Obispo. PP � tY P 1. General Requirelments .Bioretention soil shalt: a. Achieve ,a long-term. in -place infiltration rate of at least 5 inches per hour. b:: Support t�igorus plant growth. C. Consist of the following mixture of fine sand and compost,:.measurzd on a volume basis: f 06% .70% Sand '30%. 4t 0N). Co nx oA 2.: Subni tta_l Reguiremenfs 'I'he applicant shall subn� t to the .Pzrmitt e forapproval . a sarnpl 4f nu?�ed bioretenton soil, b:. 0ertific . fro the soil supplier or an .accredited laboratory that the BiQretention: Soil .meets the .reciuirements of this guideline specification.. e _ults o o f a san om n t performed accordance with ai s a a s e: Gx n ire n l is r s d o o e_ __ . rm u� _ x f h in ri p p , S'il�l' D 422, Standard Test Method for Particle: Sim Anal sis Hof Soils.. 7� li l s s rsu e: orne `ii accord cal stin d Qua t _ana i its .for c.om" 'ost rl i anac S p p a T g AssuranCe (STA) standards as specified in 4. ..... Y Cif NH4 N037-N J. (i Aninionium 00 pp lz dry. basis tiiii Se'ed rn inat n X80 0 of control Sieve size Percent Passing (by weight) Ali. Alm I jnch 99 100 1 /2 inch: 90 1:00 1 /4 inch 40 9:�} NQ. 200 °2 to . i'. ..i {L. ).M1. .: �.l. .l'J-..�'�'1• �i l'L'.I ..L • .. •..1-.1T.:.W1:. :•N.-'K........i .. /.:(1,/\4:•i:"� :.W .:: M.w�1/..-V��.:i .;V..t'i .i�1.1 /� {. '�./ :::: l d bs, cubic and u d sit . shall be l?e � een 50 an 1100 d 1 .. a _ lk en h 1 � 0 c. ,B t 4 a e s I) 421.0 r ve �� 4, .. and 0, 416,._$, , .: nd 3� 8 inch s�. e (AST^�I as appro d b� inuri:. ip_, : �tv�, . meet the fc .... 1Q.0 u�g gradation:` d. l loi Luxe cvnient shall be bet tireen 3`�°�� 5'�Q vt' ary svl�cls. �, .: P.ex•cettt Passing (by eight) sieve �j*ice: 1 l = 3� iiYcli 10�t .100 1�1o, 4 .90 100 No 70 z o0 No: 6 40 No,U`5 0 2Q� S +. s iy.. t1. .F-T1 t-11V IV," "t K: LG1C111.'i. ltil 111V: 1ix.1..11 11YYC1 131.�16G b.f tt+V1.V1.V\l 1 1 ViJ1,L1'11:.11 L.+=V G �+ 1 ,� ' - v�ww: o ost n ouncil.or ::'The sam lie shall be sent. an ind evident. 6.1 7377 4g3I. _ . _n e_ 4 : w a e to t. a� .la The. c. rn fist supplier: ..ill far h s _. STiA Pzro am approved ed b. Th o r Y �' pP l� p p Note: al sandy ornpl r ng u7ith;.� STM C33 far fine aggregate. c� nlp:ly with the alp©ve: gradation requirements, _ BIORETENTION PLANTERS CO 05 JOB NO. 135-100831-14001 1 Q�pFESS/0\ �cv �O W o. 7 79 � P: 6- 0-17 OF � E r-- 0 �OLO V N co M � N a� �QU U_ +�+ LlJ O • U u) CO CL0 H � U _I > Z OQ W Q Y J (O W EXISTING GROU12 ND. .F.' ' `F • a`•`:++,F°FF'"`a`r'+`• r''` f +`'.``�,•••,a°r.•` F F F F• .+.•j0 r,• a.F.•• o'�`i+,• ' 'FPa ' S f • . F rc :,+�: F+'.• ' F'ra f:• a"',F r`•.9'.' ,".r.F?+�'o••.'°.Fr`�i �'",r�,a`".r',•`'''cF.r`d'"�iar'•`a'co`.•a`.`rF, a••' "\'• ,`{a F9+ a.V taT`',Se e�rir'."� i'+FF'�: � yor,• .a;�a`'�ryP,•'.••`o ,• .,�•• r r a �, 'r r S•`'..ra , ,+` ` "C'r � `\`� ,t*,�,a F•° ae rS 1 /2 OR 3/4 INCH DIAMETERr a F `,��•va, NATIVE SOIL LIGHTWEIGHT GRAVEL �; a. as 1 `tF GEOTEXTILE FILTER FABRIC ALLUVIAL CLAY SOIL UNDERLYING SERPENTiNITE .F �F, a°r� � 11� v�V`�` \N v\1�"\�a\�"`��\�' � y a°F ;i "• � 4" MIN. PERFORATED PIPE 2e MIN. 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS 1 95 CURTAIN DRAIN EXISTING GROUND .•`Fa' +:F: •FFa,';F, rr,+"ra, `+F;, r•`rSF•+ '.dF+,r•'.+"•rerr`a.+„•``.F .••f• a a ` F • Frr°'r`;•''r•O',r''„`•a``aF a . F,•, F ,, ,r �r' •`ri FF'. r�.`. ''F. +rF'•• `'SFr' Fc`' F. ` aaa Fd F. ra 12 \,• .�• r�.�a .fir � ,a ,aF!`�°F,ar• r+a��a` `\. '� \".. "\..• ` of ,\. ,..�„a`,F @,\.fir• ,.� i' a*a 1 /2 OR 3/4 INCH DIAMETERr ,a 3 NATIVE SOIL LIGHTWEIGHT GRAVEL. F r ,.,` F GEOTEXTILE FILTER FABRIC It'ALLUVIAL CLAY SOIL UNDERLYING SERPENTINITE q,,+ �•" � \ : Cam` \ ``\•'�` r +*°a,+''a �r rFs� Fab € F `' Frr a , ,a _ \..� J � ♦♦'` i J`m� �•`a ,rF` +aa°• d,+f `. j ;\�.F"• . ° 4" MIN. PERFORATED PIPE 36" MIN. Now 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS SPRING DRAIN . i'. ..i {L. ).M1. .: �.l. .l'J-..�'�'1• �i l'L'.I ..L • .. •..1-.1T.:.W1:. :•N.-'K........i .. /.:(1,/\4:•i:"� :.W .:: M.w�1/..-V��.:i .;V..t'i .i�1.1 /� {. '�./ :::: l d bs, cubic and u d sit . shall be l?e � een 50 an 1100 d 1 .. a _ lk en h 1 � 0 c. ,B t 4 a e s I) 421.0 r ve �� 4, .. and 0, 416,._$, , .: nd 3� 8 inch s�. e (AST^�I as appro d b� inuri:. ip_, : �tv�, . meet the fc .... 1Q.0 u�g gradation:` d. l loi Luxe cvnient shall be bet tireen 3`�°�� 5'�Q vt' ary svl�cls. �, .: P.ex•cettt Passing (by eight) sieve �j*ice: 1 l = 3� iiYcli 10�t .100 1�1o, 4 .90 100 No 70 z o0 No: 6 40 No,U`5 0 2Q� S +. s iy.. t1. .F-T1 t-11V IV," "t K: LG1C111.'i. ltil 111V: 1ix.1..11 11YYC1 131.�16G b.f tt+V1.V1.V\l 1 1 ViJ1,L1'11:.11 L.+=V G �+ 1 ,� ' - v�ww: o ost n ouncil.or ::'The sam lie shall be sent. an ind evident. 6.1 7377 4g3I. _ . _n e_ 4 : w a e to t. a� .la The. c. rn fist supplier: ..ill far h s _. STiA Pzro am approved ed b. Th o r Y �' pP l� p p Note: al sandy ornpl r ng u7ith;.� STM C33 far fine aggregate. c� nlp:ly with the alp©ve: gradation requirements, _ BIORETENTION PLANTERS CO 05 JOB NO. 135-100831-14001 1 Q�pFESS/0\ �cv �O W o. 7 79 � P: 6- 0-17 OF � E r-- 0 �OLO V N co M � N a� �QU U_ +�+ LlJ O • U u) CO CL0 H � U _I > Z OQ W Q Y J (O W EXISTING GROU12 ND. .F.' ' `F • a`•`:++,F°FF'"`a`r'+`• r''` f +`'.``�,•••,a°r.•` F F F F• .+.•j0 r,• a.F.•• o'�`i+,• ' 'FPa ' S f • . F rc :,+�: F+'.• ' F'ra f:• a"',F r`•.9'.' ,".r.F?+�'o••.'°.Fr`�i �'",r�,a`".r',•`'''cF.r`d'"�iar'•`a'co`.•a`.`rF, a••' "\'• ,`{a F9+ a.V taT`',Se e�rir'."� i'+FF'�: � yor,• .a;�a`'�ryP,•'.••`o ,• .,�•• r r a �, 'r r S•`'..ra , ,+` ` "C'r � `\`� ,t*,�,a F•° ae rS 1 /2 OR 3/4 INCH DIAMETERr a F `,��•va, NATIVE SOIL LIGHTWEIGHT GRAVEL �; a. as 1 `tF GEOTEXTILE FILTER FABRIC ALLUVIAL CLAY SOIL UNDERLYING SERPENTiNITE .F �F, a°r� � 11� v�V`�` \N v\1�"\�a\�"`��\�' � y a°F ;i "• � 4" MIN. PERFORATED PIPE 2e MIN. 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS 1 95 CURTAIN DRAIN EXISTING GROUND .•`Fa' +:F: •FFa,';F, rr,+"ra, `+F;, r•`rSF•+ '.dF+,r•'.+"•rerr`a.+„•``.F .••f• a a ` F • Frr°'r`;•''r•O',r''„`•a``aF a . F,•, F ,, ,r �r' •`ri FF'. r�.`. ''F. +rF'•• `'SFr' Fc`' F. ` aaa Fd F. ra 12 \,• .�• r�.�a .fir � ,a ,aF!`�°F,ar• r+a��a` `\. '� \".. "\..• ` of ,\. ,..�„a`,F @,\.fir• ,.� i' a*a 1 /2 OR 3/4 INCH DIAMETERr ,a 3 NATIVE SOIL LIGHTWEIGHT GRAVEL. F r ,.,` F GEOTEXTILE FILTER FABRIC It'ALLUVIAL CLAY SOIL UNDERLYING SERPENTINITE q,,+ �•" � \ : Cam` \ ``\•'�` r +*°a,+''a �r rFs� Fab € F `' Frr a , ,a _ \..� J � ♦♦'` i J`m� �•`a ,rF` +aa°• d,+f `. j ;\�.F"• . ° 4" MIN. PERFORATED PIPE 36" MIN. Now 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS SPRING DRAIN +. s iy.. t1. .F-T1 t-11V IV," "t K: LG1C111.'i. ltil 111V: 1ix.1..11 11YYC1 131.�16G b.f tt+V1.V1.V\l 1 1 ViJ1,L1'11:.11 L.+=V G �+ 1 ,� ' - v�ww: o ost n ouncil.or ::'The sam lie shall be sent. an ind evident. 6.1 7377 4g3I. _ . _n e_ 4 : w a e to t. a� .la The. c. rn fist supplier: ..ill far h s _. STiA Pzro am approved ed b. Th o r Y �' pP l� p p Note: al sandy ornpl r ng u7ith;.� STM C33 far fine aggregate. c� nlp:ly with the alp©ve: gradation requirements, _ BIORETENTION PLANTERS CO 05 JOB NO. 135-100831-14001 1 Q�pFESS/0\ �cv �O W o. 7 79 � P: 6- 0-17 OF � E r-- 0 �OLO V N co M � N a� �QU U_ +�+ LlJ O • U u) CO CL0 H � U _I > Z OQ W Q Y J (O W EXISTING GROU12 ND. .F.' ' `F • a`•`:++,F°FF'"`a`r'+`• r''` f +`'.``�,•••,a°r.•` F F F F• .+.•j0 r,• a.F.•• o'�`i+,• ' 'FPa ' S f • . F rc :,+�: F+'.• ' F'ra f:• a"',F r`•.9'.' ,".r.F?+�'o••.'°.Fr`�i �'",r�,a`".r',•`'''cF.r`d'"�iar'•`a'co`.•a`.`rF, a••' "\'• ,`{a F9+ a.V taT`',Se e�rir'."� i'+FF'�: � yor,• .a;�a`'�ryP,•'.••`o ,• .,�•• r r a �, 'r r S•`'..ra , ,+` ` "C'r � `\`� ,t*,�,a F•° ae rS 1 /2 OR 3/4 INCH DIAMETERr a F `,��•va, NATIVE SOIL LIGHTWEIGHT GRAVEL �; a. as 1 `tF GEOTEXTILE FILTER FABRIC ALLUVIAL CLAY SOIL UNDERLYING SERPENTiNITE .F �F, a°r� � 11� v�V`�` \N v\1�"\�a\�"`��\�' � y a°F ;i "• � 4" MIN. PERFORATED PIPE 2e MIN. 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS 1 95 CURTAIN DRAIN EXISTING GROUND .•`Fa' +:F: •FFa,';F, rr,+"ra, `+F;, r•`rSF•+ '.dF+,r•'.+"•rerr`a.+„•``.F .••f• a a ` F • Frr°'r`;•''r•O',r''„`•a``aF a . F,•, F ,, ,r �r' •`ri FF'. r�.`. ''F. +rF'•• `'SFr' Fc`' F. ` aaa Fd F. ra 12 \,• .�• r�.�a .fir � ,a ,aF!`�°F,ar• r+a��a` `\. '� \".. "\..• ` of ,\. ,..�„a`,F @,\.fir• ,.� i' a*a 1 /2 OR 3/4 INCH DIAMETERr ,a 3 NATIVE SOIL LIGHTWEIGHT GRAVEL. F r ,.,` F GEOTEXTILE FILTER FABRIC It'ALLUVIAL CLAY SOIL UNDERLYING SERPENTINITE q,,+ �•" � \ : Cam` \ ``\•'�` r +*°a,+''a �r rFs� Fab € F `' Frr a , ,a _ \..� J � ♦♦'` i J`m� �•`a ,rF` +aa°• d,+f `. j ;\�.F"• . ° 4" MIN. PERFORATED PIPE 36" MIN. Now 1. INSTALL CLEANOUTS AT HIGH POINTS ANGLE POINTS AND AT 20OFT INTERVALS PER CLEANOUT DETAIL 106, SHEET 3 2. PIPE TO MAINTAIN A MINIMUM LONGITUDINAL SLOPE OF 2% AND DAYLIGHT TO DRAINAGE FACILITIES AS SHOWN ON THE IMPROVEMENT PLANS SPRING DRAIN 1 JOB NO. 135-100831-14001 1 w L6 0� 0 U) 4-0 �z W 0 0 U) U) Q U 0 0 r- c'M 00 0 00 0 0 10 W=12 MIN TO 35, MAX 3 A MIN EXPANSION JOINT 14 —0'0' DOWELS(TYP)0 111111111nom INGB OR BVC & ROW 0 a 5 T111111 0 a a ==wpm= 0 0 0 °°It7 ° °°° - a mv man = °°°°— � o 0 0 n>-14 0 To_ ° " '°0°44- >_ EJ - —EJ WPJ OO 00' a °°00 ° d° 0 0 0 0 a �Y W �Y V► �Y �V �V �V �Y �V �Y �Y +Y GB >/ V� �Y �V Y �Y W �Y +Y W V� �V W �Y �Y Z � .v •r •v w w � W W W W .v W .r W M IM LANDSCAPE z G W7 R R 7 a Q a ° BC, EJ EC, EJ A INTEGRAL 6' SIDEWALK PLAN PERSPECTIVE VIEW NO SCALE SECTION A -A COMMERCIAL INDUSTRIAL DRIVEWAY 6" 0 PVC LOCKABLE SCREW CAP, PAINTED BROWN BOTTOM OF BIORETENTION AREA/ VEGETATED AREA �ffiFa� �F ,•, � ofi of f r f `, �f �• f 3r r+,� F' f\ 6" PVC (OMIT WHERE SUB —DRAIN LINE CONTINUES BEYOND ML ' "v CLEANOUT " " 40 WYE BRANCH STRUCTURE Y PER PLAN) CLEANOUT HIGH VOLUME DRIVEWAY )ERDRAIN PLAN 106 BOTTOM OF BIORETENTION AREA /77' fi' �f + fifFf •' fFfi' 3 r''+ r fi r r fif fir • �,' � ,1" fir+ fi F' a`'•• ffi3 fi+f •+'f ar FF f f'F Fr•, ffi� � � �, r 1/2" MORTAR ,rfi F F i lr,v$ rs fi F � ffr ,fr,, F'•'' �f Ff''r ter. CHECK DAM SPACING SLOPE RANGE MAX. SPACING (O.C.) 1-2% 20' 10' L2-4% --4-6% 8' NOTES: 1. CONCRETE SHALL BE CLASS 3; AND COMPLY WITH SECTION 90 OF THE CITY OF SAN LUIS OBISPO STANDARD SPECIFICATION. CONCRETE CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD USING WHITE PIGMENT TYPE. TYPICAL SECTION SHALL BE: 8-INCH MINIMUM PORTLAND CEMENT CONCRETE, OVER 0 6" MIN CLASS II AGGREGATE BASE TO 95% RELATIVE COMPACTION, OVER ® 12" MINIMUM SUBGRADE TO 95% RELATIVE COMPACTION IF THE R-VALUE OF THE NATIVE MATERIAL IS 55 OR GREATER THEN THE 6-INCHES OF AGGREGATE BASE MAY BE SUBSTITUTED WITH COMPACTED NATIVE MATERIAL. A COURSE BROOM FINISH TRANSVERSE TO THE LINE OF TRAFFIC SHALL BE USED ON THE APRON AND WINGS. 2. A DEPRESSION IN A NEW CURB AND GUTTER FOR A DRIVEWAY WILL NOT BE PERMITTED UNLESS THE RAMP AND SIDEWALK EXTENSION ARE CONSTRUCTED ALSO. 3. DOWELS AT EXPANSION, OR COLD JOINT, WITH NEW CONSTRUCTION SHALL BE 1 /2" SMOOTH BARS, 15" LONG AT 24" O.C., ONE END SHALL BE SLEEVED OR GREASED. 4. ALL RAMPS AND SIDEWALK SHALL BE REINFORCED WITH REBAR, #4 @ 24" O.C., CONTINUOUS BOTH WAYS, (REBAR SHALL RUN CONTINUOUS THROUGH COLD OR EXPANSION JOINTS). 5. SLOPE OF RAMP IS A STRAIGHT GRADE FROM THE TOP OF THE BACK OF RAMP TO THE TOP OF THE LIP AT THE GUTTER. 6. THE CROSS SLOPE OF THE 4-FOOT WIDE SIDEWALK SHALL BE 1.5% (3/16-INCH PER FOOT), BUT NOT EXCEED 2% (1/4-INCH PER FOOT). MINIMUM SIDEWALK WIDTH FOR CLEAR PASSAGE SHALL BE MAINTAINED (NO OBSTACLES LOCATED WITHIN). 7. RADIUS (R) SHALL BE 10 FEET. 8. DOWELS AND -COLD JOINTS OR EXPANSION JOINTS SHALL BE CONSTRUCTED PER CITY OF SAN LUIS OBISPO STANDARD 2116. 9. DIMENSIONS "W" & "R" AND PARKWAY WIDTH SHALL BE SHOWN ON PLANS. 10. W = DRIVEWAY WIDTH SHALL BE 12-FEET MINIMUM AND 35-FEET MAXIMUM FOR COMMERCIAL -INDUSTRIAL ACCESS. 11. REFER TO SAN LUIS OBISPO COUNTY A-5a AND A-5b SERIES STANDARD DRAWINGS FOR DRIVEWAY SIGHT DISTANCE REQUIREMENTS. 12. UNDER NO CIRCUMSTANCES SHALL UTILITY LIDS AND CONCRETE COLLARS BE LOCATED WITHIN DRIVEWAY APRONS. 13. OUTSIDE THE PUBLIC RIGHT-OF-WAY, THE DRIVEWAY STRUCTURAL SECTION SHALL BE DETERMINED BY THE PROJECT DESIGNER AND SHALL BE IN COMPLIANCE WITH CDF/FIRE REGULATIONS. 14. TRUNCATED DOMES SHALL BE INSTALLED WHERE INDICATED ON PLAN, AND PER CAL TRANS STANDARD PLAN RSP A88A, DETAIL 100 SHEET 86. 15. SEE SAN LUIS OBISPO ENGINEERING STANDARD 4110 FOR NOTES REGARDING REQUIRED PAVEMENT REMOVAL AND REPAIR. 16. COMMERCIAL AND INDUSTRIAL DRIVEWAY RAMPS SERVING MORE THAN SIX (6) PARKING SPACES SHALL BE 10' DEEP (LONG) UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 17. THIS DESIGN MUST BE APPROVED FOR USE BY CITY ENGINEER. DRYSTACKED 8" STONE WALL BOTTOM OF 6" MAX BIORETENTION AREA fi a Ff r rf `rr fir' r Fr fi •. 'ff ,�'" � �rf fir • .• '' ,.r' Frr . .. aF r � ,.r`f fir +a'OF \ Fir �,,> •, Q� \\\ _ t s` r f�r � fd� �•`� X Afi------ - ---- r F .fi frr N r� SECTION r- BOTTOM OF 12" DEEP, WASHED #57 DRAINAGE STONE 6" PERFORATED PVC PIPE 611 (MAX DEPTH F BIORETENTION AREA ,WF \�"'�' '�`•"xa: � \\�``\��.++v` Z �`r `y�`v.++•\; ;; i, `�\\wo Z ,+}i'� •'°r.`.�\" i+ \7\`��q\�,r"'' ♦T ff��3 � r` L ir••r��`-,II`�++`x \ � '�• ��+ � �a,� ` � '•"� � i i � �.+A��.\` i � t i \,� •'• �i • v��\ r;y� r= sFpa� rri i`i �rr� r � F�`�` r` eA'^''� ar� +d� I\ ,c�j;���$A+#ia W+Ff jai a# NOTE: SPACING PER THIS DETAIL CHECK DAM ­­3\ evv fix=: ; F r �?i # a d Qkv j `MA 12" DEEP, WASHED #57 DRAINAGE STONE 6" PERFORATED PVC PIPE 12" DEPTH NOTE: SEE DETAIL 105, SHEET 83 FOR BIORETENTION SPECIFICATIONS VARIES CONCRETE CURB & 1.00' CONCRETE SIDEWALK UNDER GUTTER PER CITY 1.00' 2.00' MIN. 0.50' DRAIN PER CITY STD. 3410 STD. 4030 DETAIL j41 Ffifi i + + .,S_. "III" + ..,III. + +.IIA�• + +' INSTALL 6 DIA. NON —GROUTED + + + + + 1 RIP RAP, 6" DEEP �� +�},F � "a+ � .�z. �. II •� r + �• �• + �` •� �- r 30 MIL IMPERMEABLE PVC LINER f + + ++r,. + + + + + + .+ + .+a. BIORETENTION SOIL MEDIA F11J,��,f dFfi (BSM) MIXTURE (SEE Via. DETAIL 105 SHEET 83) BIORETENTION AREA WITH SIDEWALK UNDERDRAIN 2' WIDE VALLEY GUTTER FLUSH CURB 7' PER SLO CITY STD 6" DETAIL 4020 1.00' 3' 1.00' -low- H I 11. .+ " . " + .. `a ` a + + 3 a ' au + "j" + 6 �r„ F � f � f fifa`" + "i a + + + "3\ a a a a a "a" fa 8rp of F a + + 2 + + + + . � + ..,L. ..A. r + + +,� `` r f1 + + +.3.. + + ",++ f LONGITUDINAL REBAR 13 AS SHOWN VERTICAL AND TRAVERSE REBAR 50' #3 0 32"OC CONCRETE CURB FLUSH WITH SIDEWALK, 30" DEEP CONSTRUCTED PER SLO CITY STD 4030 AND 4110 rvlc%run nnnlILI . Z. .,i`M .+_. a. +.}�+ .v�+` ..�+ „�, . ,Z, .v�v. .n�.. • t.�.+ .,,. +.�++ ,r`�'`� fr•`F rr ,,.` �`'' .,:, .+�,+ „�.. .,�L ..�+. . t.` "� ++�++ ..$+ "�. +.�, „�C„ r,+�• � � - i' .+i\. .+i++ + + +3.+ ++Z. + Z+ + «4+. "3 .`A`` v "�a + + +'�.` fyff rf� G .v$,+ ..�+ .+aS. + ..i.. .`�++ ..�.+ + ..�++ .,�.` 5 .+�,+ e { f a .UNER CONCRETE fi .�� .� .�. �. q\. ..�. .+�+ .��. A .� + + �" "�. � fir, 3 �•• � �" •� � i � 3 CONCRETE CURB 4,6" ..�+ + w �� •� ._.+ +.�.. .�. +�. + + + CONNECTION (TYP.) PER ° f fi3 w " " �;+ " "+ �� PER SLO CITY STD + C+ 3 +.�Z+ + Z+ + r .+�. .�+ .�+ +.� .+� + �+ + .�+ A �. + DETAIL 104 SHEET 86 "" 4:0 a ��r .�+ "_.. ++h+ + �a �.+ ++ a �.` + �� + o r• + + +� + + + . r.. .�w r � , DETAIL 4020 + + " �� �: a PLANTING PER LANDSCAPE r �" ..r.. + + . +,�+ + �. ��+ "_+. ARCHITECT PLANS fif x i ria+ r F _Ak F fi IORETEN110N SOIL MEDIA /X� �\ i 30 MIL IMPERMEABLE PVC LINER \� + + _ +.�. .�+ �� r`��,a g , r �.'rr (BSM) MIXTURE (SEE "a+ "a+fi .+•� r �;� DETAIL 105, SHEET 83) )• :. �+ 2 WASHED ASTM C 33 + CONCRETE SAND OVER° DRAINAGE STONE ` 2" #8 STONE PIPE PENETRATION PER 6" PERFORATED PVC PIPE PER DETAIL 103 DETAIL 92 SHEET 83 NOTE: SEE DETAIL 105, SHEET 83 SECTION A —A FOR BIORETENTION SPECIFICATIONS 93 1 �9 BIORETENTION PLANTERS WITH CURB F 2' SHOULDER 2' SHOULDER 8' PEDESTRAIN TRAIL 77, as 29' HORIZONTAL ALIGNMENT \\ M \a; „a� AX AND CENTER LINE PROFILE REFERENCE POINT \a \ \.. x x• N+•`�\ w++ \ II v \\ c\ •\ +w \ 12 �.`�`a<`•i \ H ^'C+ ♦•\�1w;a:v ++'.�',`\\` � ��\\et \ ? r 'i\\'Y+'\\ `/ � •aC`�`�.a++`w��:`:+:+`+,. .'o'\ v:\ \ '\? r. 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I #4 REBAR 4" CLASS II 0 it o.C.E.w AGGREGATE BASE — HORIZONTAL ALIGNMENT AND CENTER LINE PROFILE REFERENCE POINT PEDESTRIAN TRAIL WITH CONCRETE SWALE TYPICAL SECTION NO SCALE 101 EXTERNAL TRAIL TYPICAL SECTIONS 94 Q�pFESSION N . 7 879 m EX : 6 30-1 * P F 0 CAS 1� 0 U U hw- cr) N N u �U� CD uj 00 0 %%0000 a U) _ J Z O W � WLo 4 4 O LO V i a 0-4 W A ~ w � J F— � F— w �- w DESIGNED BY: CZ DRAWN BY: ENEM CHECKED BY: JF APPROVED BY: DATE: 11 /30/2015 CITY SPECIFICATION NO. H / V SCALE RATIO N /A SHEET NO. 84 of 91 CL FJOEB NO. 135-100831-140011 CD 3: 'D (6 0 �_ I 0 1 0 .� m I a) a IIII,_ 0 0 -&_0 0 z Ca " 0 > 0 0 W 0 E 0 0 .r- (1) �­ 0 < 0 III, T_ o C) Nr VII I ."- cn 00 C) C) T_ L6 Cn Ir- __1 It— Cn C0 C) C) - L , Revisions fDescripfion I Approved I Date I Description Approved I Date L , . C COMBINED H-5 &.H�54-.. ADDED: FES & RSP KEY .DM I JAN 1-1 I , . . I . I 0. I I I � . . . . I . . . I . . � I . . . . . I .... ... - - . . . . . . . . . . . . . . . . I I . 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L L L .. .... ­., ­ 25 LBS 1. 0.66 _­ ............,'....... 1% ... L .. ........ .. L ­ ' . % 1.0 ­... BACKING No 2 ­­ ­ - '­­ . . ...... .. L., - I A or B L L . 1 75 LBS 0.95 1.5 BACKI NG No 1 ­ 1 A or B ____ - ___ __ 200 LBS, 1.32 2.0 LIGHT L B 1 � L. I L 114 TON 179 I 2.7 1,14 TON B 1.12 TON 1 2.26 3.4 , 1/2 TON I B - 1 TON 1 2.85 43, 1 1 TON B I :.:�:� I . ...... ......­ ­­­ .... ......... I— . . . ­ ..... . . . qJ0CKN:Mf�MSS::::�:. .... ,. . ­11ml... ­.­­.­. ". THLI ... I N­... .. I.L. L. ... ­­ .. L, .. .. * : NC:ff DEP . _GE*.-,L RA ..... ! . .: " 0 .11 ... ... �.. . ­....... ... , . .­ ­­..... I ­..­ ... , . . . L ­ � . .. � ..... 7. ....... - .. - ... . .. I . ... .... - - - - A � � ... %. ,.......P.....O T., _ . ­.­ ,.. ��!�Ii!ii..77' ,. ff_....9.'..-FRSP_.,' RIC 7 - f', 0 : . ....... � . ..... L 1. ..... . I -.-- 11� BACKING No 2 191-1611 AorB BACKING No I 1 T 181, AorB I LIGHT 18!�-24t` B 114 TON . 30"I B 1/2 TON 36'-42" B r­_ I TON . ! 48%6(Y' I i B I .DESIGN METHOD, .1 I . I 1. DETERMINE ROCK I SIZE BASED ON CULVERT OUTLET VELOCITY: I a. FIRST TRIAL ROCK SIZE BY N.K. BERRY'S I L EQUATION (1948), SEE USBR EM-25, � � . L I . L .d = 0.01 216V 2 CONSTRUCTION NOTES- . WHERE DIAMETER.(d.) FEET, VELOCITY (V) . . . - .A. EXCAVATE L AND/OR FILL DISSIPATER TRENCH TO DIMENSIONS (X, Y AND Z, FPS, AND SG = 2651. SHOW ON PLAN SET (SQUARED EDGES NOT REQUIRED). ;b�. COMPARE TO CA.LTRANS BANK & SHORE L I . L . L . � B.. INSTALL FLARED END SECTION APPROPRIATELY SIZED FOR CULVERT. EQUATION I WITH 1V.1.5H (IF H>15 SIZE CL. PLACE RSP-FABRIC.�LOOSELYAND PIN IT TO ALL SIDES AND BOTTOM OF WILL BE SMALL.) AND SIG = 2.65 � TRENCH. . . . .L 16 1 D. PLACE RSP-CLASS OF DISSIPATERROCKIN TRENCH. ROCKSHALLNOT STABLE ROCK WEIGHTW = 0.0000568V , I L PROTRUDE ABOVE CULVERT FLO�A&INE OR ADJACENT GROUND. MATCH . . ­1 L . . . , L . , L DISSIPATER GRADE WITH DOWNSTREAM. FLOWLI NE AND ADJACENT EQUATION GIVES ROCK SIZE ON BANK � . . _ . .. . GROUND. . USUALLY SMALLER THAN BERRY FOR E. TRIM RSP FA5RIC SO THAT NONE PROTRUDES ABOVE GROUND. BEDLOAD MOVEMENT ALONG CHANNEL . I .1. L . I . I I . . . I . � . BOTTOM I 1. . FLARED END I- 1, c. ALSO. COMPARE ABOVE ROCK SIZE TO A. � I .. .1 ­ I . . . SECTION (FES) HEC-14 CHART, FIGURE II-C-1, ON. PAGE 11-9 . I L I . I � I I I �(1 97-5), ORIGINALLYFROM SEARCY (I"967)... L ... L LL < d. SELECT L FINAL ROCK SIZE BASED ON 0, . . LL x .ENGINEERING .JUDGMENT AND FIELD q . - I .1 .. I . m EXPERIENCE. ADJUST (X). BASED ON SITE - .. �, . I � . LL I . X I. eI I 11 . I . , I 5 " 11 .­% SPECIFIC CONSTRAINTS- FES � . I. . .. I . . �� .2. DETERMINI.NG. STABLE ROCK WEIGHT (A0, .. I ..... _r . ... .... I STEP I ABOVE. . �_ L I . . . I L . a 3. EXTEND . 164 . .FES 12" TO 24" INTO RSP TO PREVENT L ­ L I I I __ LL .. ­ . 3: HEADCUT, � . . 4. TABLE (STANDARD ROCK SIZES, D501 Z, RISP ' . ­ � .. 17, MIN CLASS, RSP FABRIC TYPE). . . . 24" MAX I ,01 Wi LENGTH (X) = 6 x DIA. 5, RSP FABRIC DETAILS. F - I . � I PLAN VIEW . . I . - __ I 12'MIN . , I 1. EXTEND RSP WIDTH (Y) = 3 x. DIA . . . " . � BEHIND FES . .... 11 TRIM RSP FABRIC 80 . � ­ . I . . ., . . FES L . L I ; NONE PL ROTRUDES I I.. FES KEY EXTENDS . .1 I I . .. INTO RSP I ABOVE GRADE . . . . I . L .. CDC CD .. I L I � � , . ­ . . . . .1 � -I I &L _T�,fml .. . . _,?__�/' It> r- I LN J-I ... I --I _ 11 .. RSP. SIZE PER VELOCITY ..Co. . . . . M, m ... . � A "I II,- PROCEDURE ABOVE) LL PIN R.SP FABRIC TO I . a. - . uj W I I TRENCH SIDES (TYP) . L - 0 a I I I � T . ___ - --- --- - - - ......... ........ .. 1 L41 �4�1 1 LL . I 1=11 F - - I ...... . , I . - _` I 1����l 94T�I �� I . L . q CONSTRUCT RSP KEY-l' .. . .1 . .. .. I . . I I 2(Z) DEEP x ( * Z) LONG X L(y) WDE: . I PROFILE VIEW END VIEW L ­1 _ I - _. L W. 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I ­ . , ,PVC Class 305 (DR 14) I 9.42 70 I I 249741 I � 34,989 . I 18.1936 � ,9654 I 4FI850� . 12 ": . *PVC Class 165.: (DR:25) 12,08 I 115 24,641 34,848 18,860 I 9,1615 4j831 12" � . . I 1 PVC'Class.235 (DR 18),� � . . , � 11,65, I I 107 . . 30380 . . I I 1. � 42 964 .1 23,252 . . I 11,854 . 1 . 5,956 , , 12, of PVC Class 30.5 (DR 14) 11.2 99 34,975: 491462 26,768 1 13I646 61856 . AWWA PVG�C-900 PIPE I . I . .1. . I 1. I I 1. I I BASED ON P .= 165.+ 50 - 215 psi � . I BASED ON P = +235 +50= 285 psi I BASED ON P = 305 + 50 =35.5 psi I TABLE 2 MUCK � 0 1 SOFT CLAY . 500 I— ­ I ­ SAND ­ I � _­- __ - i 1000 SAND & GRAVEL 11,50-00 SAND & GRAVELCEMENTED WITH CLAzf--:: 2,000 . . NOTES4-- . . ­ . . I . . I I . . . I I .1 . -1 I 1. .1 I . 11 . 1, ALTHOUGH+THE ABOVE, BEARING STRENGTH.VALUES HAVE BEEN USED SUCCESSFULLY IN THE DESIGN OF THRUST BLOCK.$ � I � I . I � I I , � 1. I . � AND ARE CONSIDERERTO BE. CONSERVATIVE, THEIR. ACCURACY IS TOTALLY DEPENDENT -ON ACCURATE SOIL IDENTIFICATION AND EVALUATION. THE ULTIMATE RESPONSIBILITY FOR SELECTI'NG THE PROPER -BEARING STRENGTH OFA PARTICULAR SOIL TYPE SHALL BE THE RESPONSIBILITY Or THE PROJECT ENGINEER. � 2. ALL THRUST BLOCK, AREAS .S . HALL , BE PROVI DED 0 N. T H E.APPROVE D PLANS. � I I . . . 3. CONCRETE THRUST BLOCKS SHALL CONFORM. TO STATE, STANDAR13:90-1.01I 470 LBS/CY CEMENTITIOUS MATERIAL. [5.SAC'rz\j'. 4. THRUST RESTRAINT . FOR VERTICAL BENDS SHALL USE RESTRAINED JOINT FITTINGS INSTEAD OF THRUST BLOCKS. I _­ .--", .1 DEPARTMENT OF PUBLIC: WORKS & TRANSPORTATION Scale.- Adopted- ", _,� - -.� 16�_.xl ­ - � . 2011 1 � I � � . I � ; I . I . ;1 � \ �� : .: 111. - I .. , I A I . . : :�.O 1-&' � ; .,. I THRUST BLOCK. REQUIREMENTS , - � I k W. I I a S 6.151-tVII I III. . I .1 r .. .11 ... I . . ....... W,,,,tIIi.1 .1 .. W .. . I L L ; I I .. ­­ 111111111111111111 Sheet No: , 1 OF2 L 1111111111111111111111111111 . IF' I . 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IL �� . ­1 � : i , i �� -1 ., li L . .1. t_ - . � , I � � I '"', I z I: ; '�­­-­- ­_'­­­_­ ­_­ ­­­­­ ..... . ,,, " _­ 1� ''t i ,­�­,. ­ � I . I L 1. � - ! . � i 1, � � i, � � � � I I . I.' ; �. i � � I � i P 7 . -�; L ,I t i � t, I . � '' t i "_: � �, .. I w . I t � - � '� � . " , � I ! ; - - ­­ I ! . . i % ,� � I , . �n e� 7wilirro , �L .1 " � t, � i I I ,--- �­_,­) ­L' L � I I L � �: i , � � � .-I '. - I- I I , I � , � i � I I i� f I ,Zc I , , I , ­ ­. , , -1 ­­­­ �' I I . i � 1; I 11 z � � I I , 4 : : �, '" I � i - . o ! I I I 9 L_ - . .. �11 ;I.el I ' t , �_ ��­ ; - - �: -,,-, "" - �_,j , - I . I . � . kl_ � 1� � - � 7 �e I, , I., � I I 1, 'L" , . I . I j � ; i �! ' : ! 7 . I I " I _� _­­ � v � � 11 L.L �: ''�­ L-f , '' .: � lz�� � i � I I I - ­­ --,-.-�-,-,-",",-,,-,--,,-,--,�,-L,�"-,---,L,�,�"--"-,----�-�-�'-' NOTES: ,_._--­:_­ -,.. ­-, L . I 1 . HOLES SHALL BE SPACED 5" MAX. ON CENTER DOWN THE LENGTH OF THE PIPE. 1 2. EACH ROW OF PERFORATIONS SHALL BE ARRANGED AS SHOWN IN THIS CROSS SECTION. 3. PIPE INSTALLATION WITHIN BIORENTENTION AREAS PER SHEET 84, DETAIL 107. 4. PIPE INSTALLATION WITHIN SPRING DRAIN AND CURTAIN DRAIN PER SHEET 83, DETAIL 94 & 95 L 5. PIPE INSTALLA11ON WITHIN BIORETENTION PLANTERS PER SHEET 83, DETAIL 105 AND SHEET 84, DETAIL 109. 6. PIPE INSTALLATION WITHIN RETAINING WALL PER SHEET 83, DETAIL 90 AND SHEET 86, DETAIL 108. L . I I . . . . . . I . 02 1 PERFORATED PVC PIPE. I ot-Y I I I------------- I �� o r FESS/ f,\,, , I E. S �S "'-'� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII_ _I / / � 4 4 * � ' %I ' ' " ' _ _ \ � � - ,� L., -". ,.� .,,;c.� II-P <, � � 0 A!� �A � CII t LA k ;c u) ',;�- 1. IIIIIIIIIIIIIIII, r-'- -Z- ' No. 7 m Cx_1 �%-7� EXP: �()- 7 W C I uj m uj = N 1q* C4 Fm u �= I = L) z 4t �� 4 0 Tr W L - -.A III,_ uj 1I _j II IIII- 0 IIII- uj III- 1) Lu 0 Lu W m a- U) DESIGNED BY: Cz ENEM CHECKED BY: APPROVED BY: /�5 - A C:) V- C%4 0 CY) C:) Lr) 0 C-4 q7 c) (y) cy) -I UJ (:;) I 0 F_ N a) - < NT -4-I Z) (.) U-) Ca (/) - ,,, L_ _&I -0 u') (1) C:) 4-IIIII: W a- 00 C) U) ,-IIIIIIIIIIIIIIIIIII, < - _j M CL 0 < U) F- ::) U) _j > Z 0 < Lr- U) W < LO (0 00 DATE: 11/30/20 5 CITY SPECIFICATION NO. H / V SCALE RATIO N/A SHEET NO. of 4-4 0 CID %%Now, U) 04 1-4 .e4 1­4 Pq = a. F"""""""__ JOBNO. 135-100831-14001 ICY) OI 0 m 0 4-0 06 > U inz Q U 0 r 1 M 00 0 1 L6 _ Ir- 0 TEMPORARILY ATTACH FABRIC TO WALL DURING BACKFILL PROCESS (DO NOT WRAP AROUND BATTEN BAR) 3/8"x3" STAINLESS STEEL ANCHOR BOLT» NUT 2& • `f g: . WASHER ® 12 0. C. : . . A IV 'R E •i . i a' BUYTL TAC TAP 1!• ' -k•. 30 MIL (MIN.) PVC LINER'*. . . . 16- If . � < " .. .i a --� CONCRETE PERIMETER . . • ' . BARRIER 1 /71/ /51 ' PROVIDE SLACK IN LINER PLACEMENT TO ENSURE PROPER INSTALLATION AND BACKFILL WITHOUT DAMAGE 2 NITRILE POLYMER BASED VINYL MEMBRANE SEAMING ADHESIVE MAY BE USED AS AN ALTERNATIVE TO THE BOLTED BATTEN BAR IN AREAS WHERE THE NEED FOR AN IMPERMEABLE LINER IS LESS CRITICAL. 2" MIN. & '4`6'� 1/4"x2" ALUMINUM, STAINLESS STEEL OR GALVANIZED STEEL BATTEN BARP GEOTEXTILE SEPARATOR FABRIC �';C� 41V " PREPARED SUBGRADE GEOTEXTILE SEPARATOR FABRIC (IF SUBGRADE CONTAINS ANGULAR ROCKS OR OTHER MATERIAL THAT COULD PUNCTURE THE LINER) NOTE: BACKFILL AND UNDERDRAIN SYSTEM NOT SHOWN MEMBRANE LINER/CONCRETE DETAIL ................ ` 1 t f - Ps' PO . �x 11 �4 AP RAf °.*. ,x.� ?� . ......"W" 1100, - i OMMORN - .. 9' :. �: of .. 4. . ' I �..) ,..r"w . 11 ------ NAILS . I r4 -'0 " 'ACH * ----- I I 1 **. � � 4POS I I ��� . & � -EOA. . ' .. RR 'Mror R,.r0* � . . / C I � .1 . I I .Top I I I 1. � I 8010K, im,m. " 1" 1 �M imAXD IF at � I e,* � �R4' Mat- ., : . _*- I I I . . .- � � I . I F0* - 1ACH] D - I 1, . , ..., I .... � ..­. . . b. ... ST: - ...... I .. 1.I C-1 M. 1cw ....M_.R........- ... ... . I... I I . . 1. . ._ '. ..:� ..,. 81 .. . . al►A23l1ZlllA rRllttli12t1 - %OAlYl4twi0Yv .. :r'ari�iliiv aiiiiiiir.w w+teel?ei = - ... TI--,-I D w.w1«w�F• ICN!lN11R! i!!K!Nlliit` .-•..�,. .. : ... •a j*. . axiaiaRR r«w•.».1.: g I 8. .. . mow. • :ram: wleetareae .' �yj :. : ~_ ;_ �. IT . ; . . ' " ij� ��: ... ... � �. � , � I � .1:0. I Co. •, L..: I .1 - . 11 ...., . � � k. 1* .. . I . .:'..:... I I ..:. . eetteaKei!utiet 1. � - . . ,I - - - --.M�� .. -I ., ISV-S ..... - ."M E..I , I I IV .4 .. I . I . .A .. =:. . �>�`.. �?NT . �.. .� .:1_.1,_......_­ I X I^* 1 10.1. . F` A � ..., ^&-_ ^.. ?�%. I UUU N .E H!"H W FD"C' 1 ,. . . I.��� __ ... . =NN... --\M1h PMM1m. � ... R:" �. --.-. . .. .... � .......�.... .... .I... � I.............,.. ..... : I .... ...." ... 1�I1 �.-.-.-. �--.-.-.-.I-. ­-- � 11-----I -.-.. - ........I....�....��������.�������.������������������������0.---��-- .-...... - - - . .....�.�� ;..... .m...-.I- ..fi SST- ---�--,� -.".. . .-...-...- . ....1... .. 1-I .. ".,-.,. NOTES: 1. USE CONCRETE FOOTING 2. PROVIDE 2" MINIMUM CLEARANCE BETWEEN THE BOTTOM OF FENCE AND FINISHED GRADE. 6-FOOT HIGH WOOD FENCE - Cut top:of stake square 2 to L5 bud scars should be . .11 . above the ground. Additional' length should be: removed 18 inches , . L .. -L Trim branches close (0.� m}min.. .., I . 1/4 to � inches .(2.0 0 75 mm) diameter 80% below . 1. .1 . round 9 I I,.�.. Cut" butt -end at an angle; plant butt end: down e su.re o et soil B t 0 goad contact Construction Specifications: Harvesting • Live stakes should be harvested and planted when the willows, or other chosen species, are dormant. This period is late fall to early spring unless irrigation is provided. • When harvesting cuttings, select healthy, live wood that is reasonably straight. 1 • 1 r older. Avoid suckers f current growth as the lack sufficient stored energy reserves to sprout least 1 year od c o cu e t ears o s t Us e live wood at e st Y Y g Y gY p consistently. The best wood is 2- 5 years old with smooth bark that is not deeply furrowed. • Make clean cuts without splitting ends. Trim branches from cutting as closely as possible. The butt end of the cutting should be pointed or angled and the top end should be cut square. • Identification of the top and bottom of cutting as accomplished by angle cutting the butt end. The top, square cut, can be painted and sealed by dipping the top 1-2 inchesinto a 50-50 mix of light colored latex paint and water. Sealing the top of the stake will reduce the possibility of desiccation, assure the stakes are planted with the top up, and makes the stakes more visible for subsequent planting evaluations. Diameter • Cuttings should generally be 3/4 inches (19mm) or larger depending on the species Length • 1 '/ inches 40MM should be 18, inches 0.5 m long, minimum. Thicker cuttings should be longer. Cuttings of small diameter (up to 2 ( )( ) g, g g g Length of cuttings depends on many variables. • Cuttings should be long enough to reach into moist soils in mid -summer, if possible. • Stakes should be cut so that a terminal bud scar is within 1-4 inches (25-101 mm) of the top. At least 2 buds and/or bud scars should be above the ground after planting. Installation • Stakes must be planted with butt -ends into the ground. Leaf bud scars or emerging buds should always point up. • Stakes must not be allowed to dry out. All cuttings should be soaked in water for a minimum of 24 hours. Soaking significantly increases the survival rate of the cuttings; however, they may be planted the same day they are harvested. • Plant stakes 1-3 feet (0.3-1 m) apart. Spacing depends on goals, soils, slopes and other variables. • Set the stake as deep as possible into the soil, preferable with 80 percent of its length into the soil and in contact with mid -summer moist soils. • It is essential to have good contact between the stake and soil for roots to sprout. - Tamp the soil around the cutting. - • Use an iron stake or re -bar to make a pilot hole in firm soil. • Do not damage the buds, strip the bark, or split the stake during installation. MULEFAT LIVE STAKING DETAIL 1 05 6' MAX MULTI -USE PATH TYPICAL SECTION PER SHEET 6 RIP RAP ROCK ENERGY DISSIPATER PER COUNTY STANDARD DETAIL H-5 2/0 27 MAX. i _ ` d a 2 2 i .ft.• Q a a 2 2 �, a K . a4 " Ka -4V' t i " 8 ' ,.2: a `. . , .. 2-mm•--`Y ii# EXISTING PARTIAL COURSE I.. �. ... I I I .1 I . . , 2" POST. SEE DETAIL _ . :SEE Pf-KET T :DETAIL BELOW, • .: BEC +W SPRING 'LOADEP HINGES GRAVITY LAT H 3J :: P1C..KET 9 1�4 x..1 114 . ,o.- L 1 �4'4 . I .. , . . 1. . . 1. - W . . !. ! i - "' I 9- 4% i �.: .. ... ,r 0114, F ES S r Q q O l \_/ F R . tt 0 s ,`w c,, s -� ,.I': z � I I I I . � I .1 I I I I � . - ... 4. I � I I 1 � I . � I . . I I � .. . ,.;: q .: No 708 rn - - .., EX 6 17 i:-, A : ._ R, iv. � C 11 q v F OF �\'� . : . RE + LIw .i' .. TMI7YIVi� ;F. .. . : . . . f1. 3116--1 if. 11111W •. .r.. - :.w .... ::... .. .y: r_. `.. ...- - •. ..... M':_:. "mow- .�... .. ..1111111 .. i- .r.. - w ......F.. 7 .. r t. .. .. h.... ... �... -... 4s. . ... ... r : .:.. .Y. • .. 4 _. r' . , .? _ 7 .: 4 ► • .. ... w ... .. .ft. it •.. N M. ►. . ....:.. i. ... .. .. ... .. .... • f., . .. - :. .. ...... .:. .. .... .....* �. . tl ,.. M . . LL 5,... ..R�: .. .. .. 7., .: , - :.. .. ....... ♦... .. ... .. • .. • i.a . .. .. w . . t . i�: t .. 4... • a' .. • : e..- . ,. ,. .. . a y . 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'00)• , `°�' _, RECOMMENDATIONS .,��:; • . _;`,4: w RETAINED SOIL .- • t • . �',_ \ F `�., ( "�\\' WELL -GRADED GRANULAR WALL � ., a �.. 3'a� v. ROCK 0.25 IN TO 1.5 IN • f ��� :, ,,, \ a r ���� ~�' LESS THAN 10% FINES . l �y,. ,;\u".� ,• . �;,,r,,,... . v "�\' I GEOGRID REINFORCEMENT TYPE AND ��� ��� LENGTH VARIES PER WALL DESIGN • , .�` a1vr, ' ; GEOGRID LENGTH u- ,J, � 4 HEEL DRAIN • \\ ` "''" . -• 11 i t/I PIPE VENTED TO DAYLIGHT �� . i\ o. 2 2 i 2 �,V."" 2 c2 �i � �r 2 i 2 i �\ " 2 � � �� 2 � 2 i i 2 i i x` 2 i i i � 2 i i -. \ i �V ^� Z, ��'""" L 2....i.�T:..td-\.i\,a,.....3..\i�. tam`\.,,.-:.,iw\��..,..i..�,�.i,...\v�..�\re,..,. 6 NINI ..eo ����� p �\'`\�ta� 2 i $� p F � 2 2 2 2 I 2 : i: t : 2 2€ u.-`• •j„` t` `" •\C' g 2 2 2 i E: : i o'"�� g"pVC 02% MIN SLOPE t __ - I - __ - __ I . I 7- .�.f. j _ l i �I �.�...:.:j.. _ 12 (MIN) I iu a I I I j.-..`-`...- j- EMBEDMENT DEPTH TOE DRAIN . 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