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Home My WebLink About03-00500196- 000761690 All ' J ! - v=im o o- O-� V A-_ ___- _ O� y - 0- 0 01 o-- v� C 0 O��Q- a arc�E�0o cr E s. '#,, ao E v cL - ,0 0 .0 c� m J CL �Mc 8 L E a m CV d-�F—j cpk i >'m j N .. '- �-' 4 - 0 . f J C C N �, tT3 v og �O= Wo D L) U) 0 Civil Engineering Hydraulics; hydrology; Utility Planning & Design Site Planning & Design Street Design bdivision Planning & Design U) L- q;� 0o 4-jN U • p to . 00 a w w C 0 t` w � 01 0 w 0(1) c -x �� > 0 LL- a� - f-j a� o 0 c: �- - �� o 0) Of 8 Sheets S30ddS LC = 43aIn02id S33tldS LC _ (.L-! OS 00 63d 33bdS L 0) 038If1b38 XdW I OS OOLF :`d38t/ DNlailfl8 k b380V 960* L) im n8Hi 3ANC1 38ninj lx_Z__! _l. 3 LUX V .1 It X1.1. a. .1.1 V JL d". ti 1xicil C JL Z5 LJO IX V _l. 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'. ..; .... ;.:. .:t'.. -. i'''... ..., _: .:. ,. ,.. ...... •.:- :.....t..- ..... - -. .. .. . -. .:. .. .- _ ... ... � � \ \4 \ 1 f J� I 1 n 3 , r I 1 J 1 •i 1 1 f' • f • l V 1 L 1 0 •. a /- t i cn a> L. C�, � 1 C` I 5 - C _- - A `s , - \ co \ _ f - - _ / -w 0 ONI 'vsn I 0 d .. t r Gam' �.,� v='.;,^•. A .. Lt�F£9Z =X #9 68Z=u 6# VV8 palago3 aouoajua 101 6ul )JJod SJ Opp040 ID gjno jo )ionq u! }no ajonbs :AWNHON38 M 08d esl . gal, 2 » , a . C-!DA , � t J :.C. .- .. M ,. : .. ,,. ,.,+�,. :. : _. � , i�. . A �r° �tequire n of t a , r (PHAS i - (65 5* - ., , 4 SPACES x. dd •�••�} .. r. ,y,.. .. 4 • .,„ a •r �^ y - Total R sd A 2�4U ft : ) *1 80 t: it. , r � } 2 ided Prov � � Teat t �ired ls1d Area 1020 s ft • ♦ 4 _ ♦jjrr AR Q SQ FT MAX ior Area: 4 s t r y , a . C-!DA , � t J :.C. .- .. M ,. : .. ,,. ,.,+�,. :. : _. � , i�. . A �r° r y � - ..�.` t. ' (PHAS 2) _ .. '- - ., , 4 SPACES H BUILDING LAYOU 'I ; a. ,� .r p '' :' ' -, x ' :T. , d?� , :.. :..q. <. ,. q:., .; +a - � a r , :,; �� ,- ., : 4r, �.� -.:— . , � �..,. ,: :.:' Vii.. ". : . �: ,.: ::. , �:. .•�." , 'w'Ta•.'�'a� "oar , n .. ,: .... 4 :..: , r :: . ,.. r y y � • ..d%:: _... ., R fy� .. .' . .. < .. - , v ,. .P t , r _ 1 ' ." .. ..r. ,. 5x P - b .. ,.. A r V ci-n ty m (1p Fr , 3 8" Pea Gravel (for Draina Double Check Valve Assembl (Instal as per Cit Ordinance #2394.) Enclosure -As Per Cit of Colle Station's Re Iwo Fw* o 02 V accum Breaker A ssembl y Ref: None S e: Not to Scale (12") Plastic Valve Box Plastic Ball Val Plastic Meter Box (Iq "x25 ") Water Meter (Size Varies) Compacted Native Soil Undisturbed Native Soil F - Copper Flow Line From Top MPR PLUS NOZZLES (SIZE PER PLAN) TORO 570-5 �SHRUB ADAPTER 0 APPROVED BACKFILL NIPPLE LATERAL TEE LATERAL PIPE AT FINISHED GRADE APPROVED BACKFILL TORO 570Z SPRINKLER NIPPLE LATERAL TEE LATERAL PIPE F .r.', . _ Back Flow Device must be installed i e i s now ay Sprinkler I le.- 1 15 U:) Nr LQ and tested upon installation as per xed r y pri U (0 P 14 Ord inane #23q4 oro �� il_ ICI- ..III - lil __ City C� :: Ref: None Scale: Not to Scale .. I I ., - -._ _ oro J. , - _....w.. ___ :........:.: Ref • None Scales Not to Scale Size Varies NOTE (Refer to Desi on Plan) doo WOP No Symbol 6" Pop-Up ._ ,.�" Remote Control Valve: Toro P-220 " ('all IV A 12 Pop-up I) / Valve Box With Cover: Finish Grade/Top o Mulch -- = � ��. 4 -�� ..__ ._. .., -__ . __ __ . _..__._ �., i ice= °' `�_; � �Y�,�1 /`,{',�a� '.*•'"""_. -�..._ 15i•1 � � doe _._ % - : " �.� � .�� / f ...... ter Proof Connection (T PVC Main Line Pipe TORO GREENKEEPER IRRIGATION CONTROLLER ANCHOR 5ECIJRELT___TO_' WALL. Lateral Line ; , ., _ _ � � - - _- O`T emote Control Valve T o ro P - 220 Ref: None Scale: Not to Scale CONDUIT FOR 115V POWER 48 " -64" CONDUCTORS PER LOCAL AND NATIONAL CODES 0 0 3/4" CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR HIRES SECURE TO HALL WITH APPROPRIATE PIPE CLAMPS FINISHED SURFACE 0 FRONT RIGHT—SIDE SECTION /ELEVATION SECTION/ELEVATION error ........ r. 12H .0-0 Mount o tro ler ore Green ee er G 21 1 OD 1 Ref: None Scale: Not to Scc e t d0p 12H OOV L 55T 1214 12.1 55 a w 4 ST 214 X 12H 1 7- U AC-&Cftlr 12a A N 455 12H 15H 0 000 120 also = _. � � - _. , -. -. '`, , , 15�-I - :-% ° - 1, _ ,- -,_ � . ,._. 15#-1 � � .._ %lam _t / ' `\ ' ---- `, ++IL \ % ,% - \ e 151- �- - -- 120 two low ti �� C.� _ �� A A, OWN-, appow 000,10 slow-* ti, In � 1 ` Awpow TO 1-11 I Uri - _ \ \ ` � G � � ` 151 _J �1 � ` q 1 A 4ES A") 12H i v .,. A 121 15F Con 1�) #2 AO) ., ', � 10H .. - ✓- �. ��.- \ "�� 01 45 12H rte SST U .C= 121 H \ \ 2H Cr 2H 2H A 12 f'' Oj 12H If A C) A C) C_ 455 U_ 0) ISTO '� - 455•t� r 49 C GT\ w / ".- �` r C 5H 4+Af LU 15H . , ! - f _ J 45 4!� 45s 455 1 A. F M 0 Y) _V19550 IV 4"wMaNnoww" MI M-0 own Omwwww� MW SWANVAPPON"M M U) V1550 V1550 _j # a - A © (1 ") C_ C_ �. /1 i= 1WWA NOTE: All irri components shall remain within propert lines. C_ 4-J t�r i o ion an .�..:YY 4-J cc* Ref None 5calei 1* 2.0 North H W I G A G �j Verify all dhwwl" b6f camtruction 0%0 \�s • LU a� r S cif icotions Volvo (V Zone #1 33.59 GPM max Zone #2 35.35 GPM Zone #3 38.24 GPM (58.55 GPM) Zone #4 36.37 GPM Zone #+ GPM A Zone #6 16. 72 GPM (28.64 GPM Zone #7 13. 7'4 GPM Zone #8 16.25 GPM f. Zone #q 31.45 GPM Zone #10 34.46 GPM General I rri ion peci fi cat lons 01. All main I ines are to be SCH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittin are to be schedule 40 PVC. 04. All wirin is to be 14 g au g e. 05. All sleeves to be Schedule 40 PVC pipe. 06. All valves are to be Rainbird PEE3 series automatic VOIVC5. 07. All valve boxes (Plastic) shall remain flush with filnish g rade for a period of one year or will be roilsed/stroi at no cost to the Owner. 08. All Irri co m p onents shall carr on unconditional one y ear guarantee (materials and labor). 09. Installation of all irri component$ Shall be approved b Landscape Architect, Owner or Owners' A before pipes are covered. 10. All irri ditches sha be backfilled and tamped. Clods and debris unearthed durin trenchin shall be removed from the site. 11. A 1y2" Water Meter shall be Provided by the owner for the irri s in the area 'Indicated on the Plan. 12. The Irri Contractor Is responisIble for compl with the Cit of Cot le Station codes and re Maximum Desi Flow per Zone: Not to exceec:l 45 GPM -6 10" Plastic Valve BOX 5 /41 1 BrC155 Boiler Drain (Hose Bibb) I" Plastic Ball i valve Manufactured win Joint Assembit PVC Main Lind Pipe Irri S Ke doe*= Vaccum Breakler Assembl (Refer to 02/1 1) I k Water Meter Hose Bibb (Refer to 07/1 1 Master Valve Electric Valve (Refer 0411 1) 10 Toro 570 - Sprinkler Head A 12" Pop-up B 24" Hard Pipe Riser with Shrub Adapter No Letter Indicates 611 Pop up Head 2" PVC Irri Mainline PVC Irri Pipe ( Size Va i Controller (Refer to . 05/1 1) 40 PVC; Sleeve Date: 2/02/03 Revisions: 8/26/03 JMR q/4/03 JMR 10/3/03 JMR 07 No 8i on Su� Ref i None 5cale:Not to Scale . ~'ROJECT BENCHMARK: Square cut in back of curb at Cheddars ~ ,j ~ \ y poking tot entrance. Labeled BM #1, Elevation=281.84 X= 263947.35 Y= 376560.76 .i i ~ ~ . \ 4 .r ~ . ' ~ ~.1 ~ S t ♦ ~ u~ 'f \ ..v' G ~N r 4~ / ~ yF % - Ut-.. t~ t~ j.' S% ~ / % p3 v ~s ~ - ~ 1,. ~.r^ J+~,,.,. U~ y' rte' • 11 ~ C~.. A . W . t µ ~i o_ ~ s + A+~ d~ . w~ - , ~5. M, ~ - - : , . ~ , 'f c f Secure Wire Fencing Attach Filter ` y _ to posts Material to Wire Fence and extend it i L into the trench. ,<< I 1 'f" ~~i~A'}t~lf~ fl`t~i#~f~3~~t + '~'f~~ `~~yi t~~ `fir a I{f x liJ~ ~r~' t ~ i~ i I I' L 1 ~N_ i ~~ra ~[F +{Y ~t tar u p0 '};~l ~'fi;r"j Ir1,ii ~i~i~rtf - i~r ~+fj th',~~`` ~U ~1~~~{ ~F i ~ {i< <#2 1~~ rf tl fx~! ~ i ~i~ rraii~~ ~ i~ j~l I ~~a' i 5 ~ u.:i 1~ c Ground Line Ground Line a}~ . F J 2 C~~~ 1 Existing Ground Existing Ground i ~ ~ - i Wooden or Metal Post, Wire Fencing Min. 3' Length (1 1 /2' exposed) Silt Fence, "Silt Stop" or approved ~i Z 1 _ max 10' spacing equal Min. 24" Overall r . Ground Line 6" x 6" Trench Ex~ST~NG RETAI Bury toe of Silt Fence 6 below proposed grade Comppct trench backfill to ~ prevent "washout" L f Existing Soil ~ = A f GENERAL NOT£S ~ ' r 1. Woven wire fence to be fastened securely to fence ~~y.., post with staples. ~ 2. Filter cloth to be fastened securely to woven wire E ~ Z fence with ties spaced every 24 inches at the top and midsection. x 3. When two sections of filter cloth adjoin each other, , i T _ they shall be overlapped 6 inches at the posts, ~ f ~ t I and folded. ~ : ~ ~ t k . . t ~ Y l ~ `7 ~ . . . , , ~~1 ~~~Q ~ ..»~c •rluiltlifi ac ves~gn ' ) , Street esign REINFORCED ~ ~ 1 , . :`2 r ~ fit, J Subdw~s~on F'lonning & ~esi n li o ~ 9 FlL TER FABRIG FENCE . _ .r. ~ - - - - w___ . 1 ~ ~ ~ ~ NTS ,1 5------- . , ~ ~ ~ ~ ~ ~ ~ ~j~ I t I . ~ 1 ~ , 1 ~ - - - - . , - ..w~~ .r..u...,~.~ _~.s. . .~_.SS.___.____._._~__. 12--SS 12-~$S---•- . 12--SS Q _ t~ f._ . do~.s T . t , - - - r ° J e _ Curb inlet, Grate inlet, or ~ 1~ L~ Junction box. - - . . `1 1~ Pea Gravel Filled Geotextile Bags r Min 6" Height, Laid end to end 1 ~ 1 1 _ i .i ,1~, - 1l NOTE: FOR INTERIM PERIODS OF s CONSTRUCTION, SILT FENCE PLACED ,~.t------ COMPLETELY AROUND DRAINAGE INLET IS _ , 1,,,~```~ RECOMMENDED. _ ~ INLET PI~OTEG, TION FlIENAME: (ionorolNotes-GenConat-PPP-BCS. ~9 ~.`1 Symbol NTS GENERAL PLOTTED: 38 Jun 2003 - 11;03 om fIIFNAME: InNtprot.Owg PLOTTED: 14 Aby 2003 - 2:53 pm 7. All contra r ' cto vehicles +n I c ud+n em to ee s veh+ I g p y c es, shall a+ k w+t h+n the P ro ect site to mi P ~ n+m+ze troff+c on the b + u I c streets ad scent to P the work s+t J e t entrance. Gontr actor w+ll rov+d e suff+c+ent ark+n r P a eas to accomm P 9 odate h+s vehicles. An r a eas d+sturbed or d y estro ed b veh+culfl y y r ark+n w+ll be r r~ P g e a+red P to or+ +nai con d+t+on r+or to 9 com let+on of ro P ect. P PJ 0 Z. Contr actors shall ens r u e that no d+rt from the ro ect p ~ accurnulates +n the ex +st+n 9 streets. If d+rt or debr+s from th e ro ect s+te accumulat . P J es on ad scent stree is the J - - contractor shall i mmed+atel clean h t ose areas. Y 0` a , -~.F-- . 3. Contractor sh all lace eros+on p control rotect+on p at a ro r+ate . pp downstream p TREE NEXT T4 locat+ons to m+ n+m+ze s+lt and debr+s f rom leav+n the construct+on s+t 9 e and IMPROVEMENT S enter~na the cirninnna evc~o►~r, 111C c;c,n«actor snail compry with the i(;EQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. LAq" O ~ Of 8 Sheets 8" Pea Gravel (for Drainage) Double Cheep Valve Assembly (Instal 1 as per City Ordinance #23cW. ) Enclosure -As Per City of College Station's Requirements .. ,�► � �w■r ■awl r ��►,�.�,�� drA �.� 0rjr go�4 ...■ ;.mow.• :� I APAR AW or 0 2" Irrigation Main Line PVC Plain Line Pipe TORO GREENKEEPER IRRIGATION CONTROLLED? ANCHOR SECURELY TO WALL. CON DUI T FOR 115V POWER CONDUCTORS PER LOCAL (12 ") Plastic Valve Box Plastic Ball Valve !one Plastic Meter Box (IcOx25") Water Meter (Size Varies) Compacted Native Soil Undisturbed Native Soil C--- Copper Flow Line From Tap VIA r� r /� • AF Ad PA IF Iwo *^ NMI Lateral Line q, em ote y Valve oro P -220 Ref: None Scale: Not to Scale AND NATIONAL CODES 314" CONDUIT FOR ° REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL W I TN APPROPRIATE PIPE CLAMPS FINISHED SURFACE FRONT" RIGHT -SIDE SECTION /ELEVATION SECTION /ELEVATION te ri r I - gun t ro l er oro reen ee r G I 1 0 D 1 Ref : None scale= Not to Sc a a <� 1 .-•., C r• + ,- - f 4 �,,,• 2 m C a ac M CQ C�v M c� C) C_ U_ cr 3C H d M c� LO i M cc w M C3 CCU W CC d CM C_ Cn a n �- .ta cc .w CU 0 i 2 accum Breaker ssembly Ref: None Stole: Not W Scale w � Irrigation PInn Ref = None scale$ . a lx- ` M& Yerify all dirrwola* befom wotrwtin. North H WY 6 A G G E 5 S AT FINISHED GRADE APPROVED SACKFI LL TORO 57OZ SPRINKLER NIPPLE LATERAL TEE LATERAL PIPE MPR PLUS NOZZLES (SIZE PER PLAN) O Z .�a --- TORO 570 -5 SHRUB ADAPTER y ---- -- APPROVED SACK F I L L NIPPLE LATERAL TEE LATERAL PIPE E iXed - pr ay Sprinkler Wed r - y Sprinkler oro 5 O�,L oro 5 0�- S� Ref: None Scale= Not to Scale NOTE: Size Varies (Refer to Designation on Plan) No Symbol 6" Pop -Up A a 12" Pop -up z 4�c s; 3 10" Plastic Valve Sox / S ras5 Boiler Drain (Hose Bibb) I" Plastic Bali Valve Manufactured Swing Joint Assembly PVC Main Line Pipe P Or T ®� OP 000 �, �,,.,......,.� i...�...r•..•�.•••.i•. to ROBERT B. RUTH .......... < '• IST Irrigation Symbol Key Vaccum Breakter Assembly (Refer to 02/I I) y Water Meter N� Nose Bibb (Refer to 07/I 1) Master Valve Electric Valve (Refer 041I 1) I* Toro 570 - Sprinkler Head A = 12" Pop -up B = 24" Hard Pipe Riser with Shrub Adapter No Letter Indicates 6" Pop up Head - 2" PVC Irrigation Mainline PVC Irrigation Pipe (Size Varies) 0 Irrigation Controller (Refer to 03/I I ) — — 4" 5CN 40 PVC Sleeve rrigaLion =ipeciticaLions Futures Development Irrigation for this parcel will be installed when development oc4urs. Valve (Volume) Date: 2/02/03 !one #1 33.5q c.� Mapc Q #2 CL GPM !one #3 38.24 G PM (38.3 5 GPM) 'one #4 � 15H ©c !one m C a ac M CQ C�v M c� C) C_ U_ cr 3C H d M c� LO i M cc w M C3 CCU W CC d CM C_ Cn a n �- .ta cc .w CU 0 i 2 accum Breaker ssembly Ref: None Stole: Not W Scale w � Irrigation PInn Ref = None scale$ . a lx- ` M& Yerify all dirrwola* befom wotrwtin. North H WY 6 A G G E 5 S AT FINISHED GRADE APPROVED SACKFI LL TORO 57OZ SPRINKLER NIPPLE LATERAL TEE LATERAL PIPE MPR PLUS NOZZLES (SIZE PER PLAN) O Z .�a --- TORO 570 -5 SHRUB ADAPTER y ---- -- APPROVED SACK F I L L NIPPLE LATERAL TEE LATERAL PIPE E iXed - pr ay Sprinkler Wed r - y Sprinkler oro 5 O�,L oro 5 0�- S� Ref: None Scale= Not to Scale NOTE: Size Varies (Refer to Designation on Plan) No Symbol 6" Pop -Up A a 12" Pop -up z 4�c s; 3 10" Plastic Valve Sox / S ras5 Boiler Drain (Hose Bibb) I" Plastic Bali Valve Manufactured Swing Joint Assembly PVC Main Line Pipe P Or T ®� OP 000 �, �,,.,......,.� i...�...r•..•�.•••.i•. to ROBERT B. RUTH .......... < '• IST Irrigation Symbol Key Vaccum Breakter Assembly (Refer to 02/I I) y Water Meter N� Nose Bibb (Refer to 07/I 1) Master Valve Electric Valve (Refer 041I 1) I* Toro 570 - Sprinkler Head A = 12" Pop -up B = 24" Hard Pipe Riser with Shrub Adapter No Letter Indicates 6" Pop up Head - 2" PVC Irrigation Mainline PVC Irrigation Pipe (Size Varies) 0 Irrigation Controller (Refer to 03/I I ) — — 4" 5CN 40 PVC Sleeve rrigaLion =ipeciticaLions Futures Development Irrigation for this parcel will be installed when development oc4urs. Valve (Volume) Date: 2/02/03 !one #1 33.5q GPt`1 Mapc 'o #2 38.35 GPM !one #3 38.24 G PM (38.3 5 GPM) 'one #4 36.37 GPM !one #5 25.21 GPM Aver !one #6 18.72 GPI" I 28.(04 GPM ) cone #7 13.74 G PM !one #8 16.25 GPM 'one #q 31.43 GPM !one #10 AA A& r..PM c 6 d N c some P 13 ' 1 U p 1 CV Cveneral irrigation 5pedtications R O A D 01. All main lines are to be SCH 40 PVC pipe. 02. All lateral lines are to be class 200 PVC pipe. 03. All fittings are to be schedule 40 PVC. 04. All wiring is to be 14 gauge. 05. All sleeves to be Schedule 40 PVC pipe. 06. All valves are to be Rainbird PES series automatic valves. 07. All valve boxes (plastic) shall remain flush with finish grade for a period of one year or will be raised /straightened at no cost to the Owner. 08. All irrigation components shall carry on unconditional one year guarantee (materials and labor). � N N n 0 � VI ^, V �L Ocl • Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes � are covered_ 0 Ref = None kale= Not to Scale ago 151 no r 0 Sheet Number 11 Sheet 3 of 3 � 07 Nose f3io k� on Swing Refs None Scales Not to Scale Date: 2/02/03 K Revisions: n 8/26/03 JMR q/4/03 imp, � � 10/3/03 J M R Ocl • Installation of all irrigation components shall be approved by Landscape Architect, Owner or Owners' Agent before pipes � are covered_ 0 Ref = None kale= Not to Scale ago 151 no r 0 Sheet Number 11 Sheet 3 of 3 � 07 Nose f3io k� on Swing Refs None Scales Not to Scale r)1e1M+ L'At - (Sheet L51 Only) K, a+�y !mss Name �o�l t�larrts� plow V" s ' DenOtas Streetscap 4 3M Col. River Birch (E3etulo niapra) 150 600 10/12' Ht., 3/4' 3p., Matched 6 0 Clear Trunk Min., Container 14 3 " cal River Birch Betula niagra) ic0 lbw 2" Caliper Minimum at I' Above Grade. (3Ti e9 REQUIREMENT) • 4 3" Cot. Drake Elm (Uimus pe rvifolio 'Drake) 150 600 10/12' Ht., 3/4' Sp., Matched 6' -0" Clear Trunk Min., Containeer 3 M 3 Cal. Orake E1rn (Utmus pa�wifolia Drake) 150 450 10/12' Ht., 3/4 Sp., Matched 6 Clw Trunk Min. Container T�rMs (STREETSCAF`E REQUIREMENT) W q I &" Cal. Craps Myrtle (Lageretroemia indica 'Watermelon Red') 40 364 6/8' Ht., 3/4' Sp 3-6 3 +5 C•"s, Matched, �"►o aw•) Min, Cane Dia • 4 Clear Trunk (STREETSCAPE REQUIREMENT) P 7 1 &' Cal . Crepe Myrtles (LaWotroemla indico 'Purple') 40 280 6/8' 14t., 3/4' Sp., 3-5 5 Canes Matched, 'Fron (W ad.) Min• Corte Dia w i , 4 Clear 3TREETSCAPE REQUIREMENT N 16 1 " Col• Crape Myrtle (Lagerstroernlo indico 'Natchez') 40 640 8 /10" Ht•, 415 Sp., 3 -6 Caes n, Matched, (80 "•) rr ' TI I e r +� r .�, , 4040 Min. Cane Dia M 1", 5 Clear Trunk + 2 1 &' Cal • (o diet•) L.Ittle Gwn trtkagnolla (Magnolia grandiflora 'Little Gem') 40 80 l Six Container for 6/8" Ht., 2/3' Sp,, Pull 1.6 Caliper Minimum at 1 Above Grades. 2 1 &' Cat. Little Gem Magnolia (Magwilo grandifloro 'Little Cam') 40 80 Size Container for 6/8" Ht., 2/5' Sp., Full r`: `•� I.5" Calliper Minimum at I' Above Grade. +�`' (STREETSCAPE REQUIREMENT) 34 5 Cal. EtaMagru,e (Eloragnus ebbIi) 10 340 24" Height Min., Rooted, Full 54 5 Got. Indian Wmthwn (PAphlotepsls India 'Clara') 10 540 12' Height Mint, Rooted, Full 0 145 5 Col. Sea C *en Jumper (Juniperus chinensls'Sea Green') 10 1450 18" Height Min., Rooted, Full 17 5 Cal. Vain. Jop. Silver Cease (Mlw nthus sinenels Variegato) 10 170 18" Height Min,, Rooted, Full Q 16 1 Cot. Maiden Crass (Miscanthus sinioneis "Grocillimus') 1 16 18 Height Min,, Rooted, Full 4iA�► : w • w • RIM (W P IN`s FOR TNese sue) 4341 1 Graf. Grmw Cow Asian Joemine (Troahelospermum celaticum) 0 0 R u�etto Min, F'vt Full 3 Y� !IO pOiN1' WL sF PUMTS) 54 1 Cal • New Cold Lantana (2 ft. O.C.) (Perennial Color) 0 0 Pot Full TW? (NO POW VAUX FOR TNtM PAN") Laura 3 So Ft. Common Bermuda (Cyrsodan doctyton) 0 0 Solid Sod, Weed Free ?MAL 1 IMM 11 I•i11� C'A MMI T s � �ier►/ 4040 (Sheet LS I Only) Im' r GNP •:' ;:, f.,A J This HaUh Symbol .� ✓,' I:J a /'.e • � ' 10 ! 10 r • i� �: r! rr �: J I / •' •� 4040. I 40 J .. ' DenOtas Streetscap . • , ; • ♦ •� r Jr j : • J. �' 10'10••': Plantings 4 -- Variegated Jena mse 51 lver Grroes 32 - New Gold L jmtano 485 Lin. Ft. Steel Curb 10 - Indian Hawthorn 28 - Sea Green Juniper Nome Depot Landscaping (Existing) 4040.. 4040.... CU / f 4—) CU L and5cape P 0 C_ . Ref i None Scale: I" s. 20 North ° verify all dkIrwalom before construction, U t <.*wm Meminnl in Z tiY O �C J • J 1 I N W Y NOTEs All Disturbed earth must be 100% covered with established grass or groundcover prior to C. NOTE= For all areas labeled "Mulch Area ", Install a 3" layer of composted pine bark mulch over a weed barrier fabric. $0 %0 iiitlit�.ititiiitlli• ♦�t ROBERT 8, RUTH iii ir.titiiiiiii•i!�liii. ♦� 1434 cl/1 /03 Landscape Calculations I?equlred Landscaping Pw" 1) PANT CALCULAT11" ,,/ g ot 51W AM -- 153,604 / 1000 x • 4 Points ROrired Home Depot Landscaping (lExisting) 400 low .•� Buffer NONE MWIR9D 'll. .�`� (1 uy 6 Fno�ntp ). 567 - (Dr1v►eway�) 30 / b0' 010 �. , x 4100 • 91 34 Polnts ROWIM d t 67 30'/25 w 22 Cow" Tres mired d110 'r�'I�1.• �Ni11'� I��NlM� e► 7 i Md1�r�is ''" CANOPY TREE R AIR MENT � � 7 9lSta • a 4040 , Toted PoInU x � 3 Total Points kv*d Usiinq Landscaping No laces Yag"lan to be Claimed Proposed L.4ndscaping 1010 c" hmit LS 1 400 NM CANOPY TREES (wntaWI 21 • W Poi`" (3 Cal.) • 41,15`0 Points NEW NON "TREES (conntalow) 36 0 40 Pots w 11 440 Points � Lawn 1 sHRUIRS (b Qu1. or lerger) loop 66 2W 0 10 Points aints dOAIIIIIIIIIIIIIIIII� ow P r� SHRUM (1 gad•) U�t'1 � v LA 16 0 1 points 16 Punts �,` • r J r '' � dos N � MANN t'� i� «� 7,101ii 1rM�+tM Aow Sheet LI 2 9os N ', NEW CANOPY TREES (container) t 4 • 13o Pok" (3 Cad 600 Paiute _ d0p 1 NEW NON - CANOPY TREES (oont/airer) • .� �,. ,•, {fr f 40 Points •� 640 Pants Lawn .. 4RUBS (5 gal. or I 206 0 10 Points 2 Points SHRUDS (l 9d.) 24 ♦ 1 Points gq P Lain POW CAW 41 N , (SUf'FE1%) ass N (sTR E) C "W Tress 13 t Nmwwc � Tress w 16 (4 C"") :r? (�t�biotltYt�d tor• 9 C,fnnpy Tress) d os , N V•�� ':r ,. ti. i s 4040 .rc'. • �`•� ;3"y , 4040•: � cl':�. 1040 Y►pf.:�1. �' , : I-: � - n? : ' i,� •' ; �,' ~' 7r - ' '•� _• ..�.' 1010•: . ; . , r � �. }. .� „1� `:' .cf5• ��•� t .; .� Y 1 ^`: :; .7 % • n,:v ,� .1�. s ' V t � '.; �. ,Y . >; 1040:•: � •sv:� �. ., �:: -. ,:.��:'. :t� 40:40•; t,. ; t t�� 1� �`� 10 40 7`�� -.'i J •Ilrl - t 5 • r 4 d '�'• t �' C = I. •': ; � \ �: ��r -�,�,�1�•� C T ► Y: • i .S •: �_ t . }. :7ryt�: '.re ,��t.i'�: =.il. � .+J: '• • '_r•'C; 1 ' 10'10 alt. ..�- •�•.t.• yl -. y us j j •t :. r� r ; • :,Y!� 'A M: 4010 .' '� •'j'•.�� i. •'x; `40'`10 K 1. :��•,. �• _ t•: - :.: . ,. 4010 � •; :•: ♦. ' " e. :' .,) • ':rt' 1 • �, . �; ;: • • ; % ,. :,' ::. +�`�•• 4010. _ °j �•'.;..;.. t t t'1 •� t _•x ',`: 4 '�': • '.� '•�. +,: 'fib`.• • 10,+:40. t , 'I ' \ :• • •t.:, -'► {: `Cis. �'.i it,��'fiir�, ":f•.' )��' , t t •' •�' :'Y�.a ' t • '•"•�•.j. •.r } =: _. � :�sy .'�, Yl`I,1 ' °,'~ i tt,: ''- I• • .i ":" :,.' A.. '�' r .< _ 40:40 :7I.'�` `Y • !.j• :y .' •�`. f: ... � :,�... r�•�,:�': ?�;,s� :.y% '• �. "��- : i- •:'r.,.ii•' r S` •; 4040 _ :`• _ t., J i+i•:;.f \4040 'tf i) ' �`_ : t �.'` 't �, :Y' - •`rte t.; Mt.• t•. • �1. �'�,' t ••• fir. '�.; 1:s. • +' , • q. ?•,;��. •T!•:•` ,• +� };. , •a. •,.K:. �' ,; •t;a' . +�. :.�;a: ,1 1 _•�• �:'), i� ,tai. �4:`: Y' V ( TA .i' 40 ,40 :y• _?S-ri:J;,r, »r• 40 -.E. :° '• t -• i ; ` ?., `•, :n - •; : t' .1 r . } �jy •)t :t.'' s Y:1.. �',' : i y �k''i:f; • • ..,�.�: • ,.lY• �' . �.• _ ; • •�r� 9 ��• i• �i. .:�:� _�F,, 1040.. . wti�; .if �'', .•�; - + :J ••, • ;�- .r '•.,t :..:•v..l'. i' �• a'�i.. •'� }'i.►I'i:. :.r, .v. + • , : � - •,t. • 4040:: � ',� ��y. '; . `<' •:, � }' �..C�!'� , %�! � >. ,,c: ?v;:."rR '.:','::��'' 1040: ' 40 40. ' .:�. ,• 1 }•.a :t• ^Y /. • �•:• +, may... ;i 40'40 4040 1;• i +v. �,, 4040 {.`_.. .t,.C, ' }.4,��1.1010'' J ,. �`•'•it :=1 J '��'' �a . -�•)- •'ti>: � _•�. 1• +�:'� - + % :1[:•a • •ti. .�.,.•. ;�t,.:� / `• ,t� � J L - :1'; '. �'." ' : �:.•• S'• 4 .t �' I �' 'T" • ,i 40 „ : ^ ". 'S •.1 '�Ct !3. .i. r. ,. S^ `.17 r/..�•.' • r1 ', � '''� '' ' 'r► °::1040 ' i �� 5 ,' i• Y• • '�_ '= :�� i. '' y V )�, �i�w• .,,.i :C'L,>.' +. r 7.: '.�,t�,> {, 4040 ?'ay►,..• }••1>•.!:•.. f '•'•.'� }.: 5::4 -1•a�h ,4040 : v f•.7F �y ;�i'r,r�. .'; 4040 .a. _ ., .�-t• � S. '` ! ! > Y';�i� i � ! t� -lees �T''.• a1•- ?�'. s• `•i�'�), _: .;� '' ., 4�:'•!'' �- t. t, F -1: - i� 1 4040 40 10 � •.71;i . /:;; � -� `4040•: 't l � _.% y (C• 40}40 11 �sr ♦ 'tl� •.lit t� ��• {� �' 4040 �- // A� 1010 1010• � � •�� _ • �' / ±�•_'•:�- 7•' • �_• L. Y� %:� t L • 4 • ,.w •^ Y V,, : 4040 'f. ♦• ::• .t „'.Y .y. -i� r •t i ;f i .. ..r. ...�. :Y, ..�t.!": ;_. J,' y• .r. '4 `+ • t . 'i,,• . t ,. > 4040 t: }'. 1040 \// J_V1` ' " t'�. 1 . , � _ •;: 4040 ;. : .>� a !4! - •7 P P i ,. !';.:. ,x ;5 4 ��.�. t••'t f V '�f � `• x ._ � � -: . ,;. f r . 40 � :; .�. � {» •r• ,` l f'• ~• i '• ' �.i 4040 �� =' t '::t: :}• '• ' f ' n t...,,•- , ice �, �.� :,,t.. '�r.., �i4 •` >• ,':;'ita3y: 4010 {40:40 i.,..i:''• ' � 10 40 .;' :i- - r.• -.F{ :y +'• s. ! •fi ...a.:h:� • }:•,� •, }40/40 , !� ,� -• `� -4010• _.,?� ! i.�►�:�i > �]„�i... ;r; •�• .7:.'.4J+ :: \t�:..rt; 'I..1• >•+Cf.� .�",'.' %.�` •J•`r,t s?: ', ,:� 10 !40 ;i "r: :. ' r ,. •.tir:.:,:r,• ^�.• .c} '�.� 'r.. 4040_• .�i...,j.;i.� {y::.� .i'•� l` 1 • , � , .t. ,• t -�:.t:; :.��. 40:40 .?� �i , #:;'•:�?�. .r?.� }.:' �. {r.. {t. .; �." � V '� '%' 10':40. ,'�'•� :.�. 40,:40 ; j.: �'.� ::j; h�. a'• - F.: I :.r ti. •: ,:,.ti„ :'i `' ,'r: '�."f' �4,•;'v }f �� 40 •ti:+' ��({��a t, .1. ��'E' < {. �r. 1 � �� \ J ' 't��' :r �•t. 4010 :y. �""' �'�"1' � ti•.� .j lilt! ✓. .'Sa .`': t. ,j(, %4040 �.ir' ..: _ ,• i� ,rte: . - ft . .-C . }�'•s�.1' , f 4040 �, ..t!. ':�:�. f.' •: . ; ,!'iJ .I ltd •r�� .� .��':)�i:. ..z -, • .� . . ;ice � � :ti: •'” @r•+ � � { ,y� y�� {:: .�. .?{��.� .�.t' •'` 40%40' :� t i.;> -� ' t : :�'t' ; ;y • : C . �: • +� �r. •5 t . tyt .t '�t.i• w �,+ • , + �.. � .-..�- ~a .� t . °.�:� �' , �� 1• ' a te . � 'J .t� ,.1'Yr �. '�,9: :tj4., t; Z/a�. • ;'ra t . • • + ,.i .'f,; ir•. .I �:.�• :y \•' • : }4040 �%L ;• ` ��; r' •7�' _.•� r i C - ? • r, =_ .?:ur �..,''T'••+.'';. • �: I:y :�i M1 tT -� yi- J , aS ;t't1 Y, r { -�� i ,• :.•It; .9 -. �r�y.cr .,i!�� • �� 40:40 ,1:. -, .,„ ,• g ' yrin: • r ? 'y -.: -. :t;•=: i �:'`�;� • A :? �'7' i'.% :.j = . j.•i _ ,i 1 i� � �♦i yf �� 4 tr; c. . ryy :� 'ti l :, ._ 4040 j �''t 4.�y`. ."S' :, P,.z�ic >fb � � 40;10 ��..�.'. •;9'4'S'" 4010' - ' ��. fit. t.. a +• *• i � ,i 1 .: ',:'!� !w / ' '� A '; • i' � • ,' -.- . : 't. - . -� � . 5� : :i •: i -. r ' 4040.. � t . �, 4040 .t +,40'40 -, � -• i .,,`.....• 1040. i(• .�' ' '•_ ?��.• 4040 is .:.��•� �• � '''+ ~ Y�YL':.. ?.+ iy '•� "}' - �'':;.�; ' 4040 4040 4040..: r'• , i•. }.: }YI ♦(i�i. _ t .t, ^_ t .a J' .� , _ a Fu tu re :• ;•`l••Ai.�L:k , +t:t`. ';',r, C 'N ' `j' ,k` r =. i s ' .4 :ti�� ':: - A tilt :.: `� ) r. )} f' "4• t i �K ::::r: ♦.I : ,� , � .,, Develop me • • t + ' �` J - r • � a � 'I�f' •*- ik'�•,�'• t, v t w .K.i t 1t ( /' '` • :i! ' "' : .,i. `� 4 th" ' SP;tI' -ff" _`.�?'t�;�!'� .�i,�' , I r'..::EJ= , " �, . ,� it `• - .r r ye : t . . t l r. ,: , ! , ! r ' 'Y t r . tigf : t � e '.'�• t, � ^ 10 - 40 40,40 40' •:; AM am • . 10.40 j 10 ry , - •Jt t pt:' 40:40.. ! J•. • '�' ' f �• { i ,_ 10 40+. 7 - •�• ``: t i 1 •�;?'•• "� + - .:t' .��. �j.i. —:y,, '•k. t:n t•i:• .t.i♦ �„�..•�.'.•�: •'/�r `t, i. .i,. � y =.�•. :�' :;;n. ;�., •,' Y•. ;� � . �' '��•1 :t.� , , , . e� .;,�t - ,: e. ar:' • .•t hr =� ) -1040. • •a ; fi.. •. t:. �.• ., .a,= t \4040 .••w •!Y :` ,,,v,.�y.F.1•,., ' {'_;, •: �': lt,t,+.:.a,. �•' '�',.�� • �� '� +�c J'r1�rl �' �: `J•.� )'1040. :., t ) jt . �il .j.• =�'M,•7i �y�. r =. . \:',1010' `i, ��;.r.: '�� - i ► ' Ott .�' ' ,; "LGr J i'a 3• ,•CJ �•w `; •J!C. :'� }. �',,.. .�•- i •C�Y•: i . �t l #�, t :J i�� 1;Y�v�' � ., �d•, i � f .'�> �> t a + .' t .''� r r''CI' ,�, ' , y . ' 4040' •: �t .. •.� t ,i r ^ /r xtr� _: 10 �jM1 t .p =l: A r (�. If \ r,i »��t;''C'r, �3�;� ''► •� r•,:' 4040.• �: t /'. s ; '' +•� ? �;t.. _• :!; 'r :..:.�F.rr ... . • ',:`T<:'. •.,:. at ^ ::... 1'. , ? r'? 1 • St:tG1•. 4040 �• ?r•. _ ::!'...' C �:d •_ :`.i'•!'. i f` +`ai' �.i± +� :'.:' r + =�:c: >:rV - - , �.b This parsed fe Includod in total site • calculations. The reWW -ed i kandscapin' for this parcel j$ dispersed elsewhere on the site will be ins Wled-`during the Ins.allation of the landkq*V for the Red! Lobeter R atqurant • No additiona pklnt ir4 will be req) !red for.' this parcel when it is developed at. some tine; ire the! future. - O n es -_ A . 2 .. 1 r�.rar i... i Lawn � F R O N TAG E R O A D 1 40 •- 1 1 10, 1 1• t '. IJ.i • w (L 1. �,•' f • (U L1 U � C a o� 3 n V 4040 • Y .` 4040 4040 4040. 4040 4040 4040. i! is Date . 2/02 own "aftwo-11- ft- 4 U __01 a� revisions,, 8/26/03 - RF3R ` q /I6 /03 - JMR 10/3/03 — JMR + ' ,40, • '� r . f 4040, 4010 t r' . 4040 ., • 4040 Sheet N �--' A Sheet I of 3 - r i ' rr ' TI I e r +� r .�, , 4040 �' � F�r •; '" b ° -. -''�� r' r ,�,��' .- '= Imo• +�`' VON 1 �N 0,W `N/"' -4040. �.�•� � � • • w . • •'- - t 4iA�► : w • w • RIM thy ` .,• VA � �ier►/ 4040 �'.}' ^, ' � : • w 4040_ : : . 4040 4040. w . . wo 1 I 1' ' P _ 4040 4040. ,4040 4040 14 Po�\ do? got M9! _ _ • ` 77 J li - T - K'�lY `•1<�I'�i11�r'111 iffY+i7� •tom Aft!., � ..r.&.. ,w _......._..' -. 40 - ,. ' . 4040 ti r � • fi � f � �� 619 AI f'N.�' I .•� v' , �JN ' � -r - fir' r as • �1 r' tar r � r. w� ..•I 1040• • •I M... 4040 w r • rM 4040.. 4040.... CU / f 4—) CU L and5cape P 0 C_ . Ref i None Scale: I" s. 20 North ° verify all dkIrwalom before construction, U t <.*wm Meminnl in Z tiY O �C J • J 1 I N W Y NOTEs All Disturbed earth must be 100% covered with established grass or groundcover prior to C. NOTE= For all areas labeled "Mulch Area ", Install a 3" layer of composted pine bark mulch over a weed barrier fabric. $0 %0 iiitlit�.ititiiitlli• ♦�t ROBERT 8, RUTH iii ir.titiiiiiii•i!�liii. ♦� 1434 cl/1 /03 Landscape Calculations I?equlred Landscaping Pw" 1) PANT CALCULAT11" ,,/ g ot 51W AM -- 153,604 / 1000 x • 4 Points ROrired Home Depot Landscaping (lExisting) 400 low .•� Buffer NONE MWIR9D 'll. .�`� (1 uy 6 Fno�ntp ). 567 - (Dr1v►eway�) 30 / b0' 010 �. , x 4100 • 91 34 Polnts ROWIM d t 67 30'/25 w 22 Cow" Tres mired d110 'r�'I�1.• �Ni11'� I��NlM� e► 7 i Md1�r�is ''" CANOPY TREE R AIR MENT � � 7 9lSta • a 4040 , Toted PoInU x � 3 Total Points kv*d Usiinq Landscaping No laces Yag"lan to be Claimed Proposed L.4ndscaping 1010 c" hmit LS 1 400 NM CANOPY TREES (wntaWI 21 • W Poi`" (3 Cal.) • 41,15`0 Points NEW NON "TREES (conntalow) 36 0 40 Pots w 11 440 Points � Lawn 1 sHRUIRS (b Qu1. or lerger) loop 66 2W 0 10 Points aints dOAIIIIIIIIIIIIIIIII� ow P r� SHRUM (1 gad•) U�t'1 � v LA 16 0 1 points 16 Punts �,` • r J r '' � dos N � MANN t'� i� «� 7,101ii 1rM�+tM Aow Sheet LI 2 9os N ', NEW CANOPY TREES (container) t 4 • 13o Pok" (3 Cad 600 Paiute _ d0p 1 NEW NON - CANOPY TREES (oont/airer) • .� �,. ,•, {fr f 40 Points •� 640 Pants Lawn .. 4RUBS (5 gal. or I 206 0 10 Points 2 Points SHRUDS (l 9d.) 24 ♦ 1 Points gq P Lain POW CAW 41 N , (SUf'FE1%) ass N (sTR E) C "W Tress 13 t Nmwwc � Tress w 16 (4 C"") :r? (�t�biotltYt�d tor• 9 C,fnnpy Tress) d os , N V•�� ':r ,. ti. i s 4040 .rc'. • �`•� ;3"y , 4040•: � cl':�. 1040 Y►pf.:�1. �' , : I-: � - n? : ' i,� •' ; �,' ~' 7r - ' '•� _• ..�.' 1010•: . ; . , r � �. }. .� „1� `:' .cf5• ��•� t .; .� Y 1 ^`: :; .7 % • n,:v ,� .1�. s ' V t � '.; �. ,Y . >; 1040:•: � •sv:� �. ., �:: -. ,:.��:'. :t� 40:40•; t,. ; t t�� 1� �`� 10 40 7`�� -.'i J •Ilrl - t 5 • r 4 d '�'• t �' C = I. •': ; � \ �: ��r -�,�,�1�•� C T ► Y: • i .S •: �_ t . }. :7ryt�: '.re ,��t.i'�: =.il. � .+J: '• • '_r•'C; 1 ' 10'10 alt. ..�- •�•.t.• yl -. y us j j •t :. r� r ; • :,Y!� 'A M: 4010 .' '� •'j'•.�� i. •'x; `40'`10 K 1. :��•,. �• _ t•: - :.: . ,. 4010 � •; :•: ♦. ' " e. :' .,) • ':rt' 1 • �, . �; ;: • • ; % ,. :,' ::. +�`�•• 4010. _ °j �•'.;..;.. t t t'1 •� t _•x ',`: 4 '�': • '.� '•�. +,: 'fib`.• • 10,+:40. t , 'I ' \ :• • •t.:, -'► {: `Cis. �'.i it,��'fiir�, ":f•.' )��' , t t •' •�' :'Y�.a ' t • '•"•�•.j. •.r } =: _. � :�sy .'�, Yl`I,1 ' °,'~ i tt,: ''- I• • .i ":" :,.' A.. 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C �:d •_ :`.i'•!'. i f` +`ai' �.i± +� :'.:' r + =�:c: >:rV - - , �.b This parsed fe Includod in total site • calculations. The reWW -ed i kandscapin' for this parcel j$ dispersed elsewhere on the site will be ins Wled-`during the Ins.allation of the landkq*V for the Red! Lobeter R atqurant • No additiona pklnt ir4 will be req) !red for.' this parcel when it is developed at. some tine; ire the! future. - O n es -_ A . 2 .. 1 r�.rar i... i Lawn � F R O N TAG E R O A D 1 40 •- 1 1 10, 1 1• t '. IJ.i • w (L 1. �,•' f • (U L1 U � C a o� 3 n V 4040 • Y .` 4040 4040 4040. 4040 4040 4040. i! is Date . 2/02 own "aftwo-11- ft- 4 U __01 a� revisions,, 8/26/03 - RF3R ` q /I6 /03 - JMR 10/3/03 — JMR + ' ,40, • '� r . f 4040, 4010 t r' . 4040 ., • 4040 Sheet N �--' A Sheet I of 3 r` I~ RQ T J NCH A M RK. 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R • r r ~ - 'l,. i y 'ti ~ 1• ~ t r d ~ R •w. ~,R 1 ~r • ~ • ti t sue` - zit R - ~ ~ ~ is • y • ♦ ~ i ` • 1 Vii!*.. N~ - -.ry.R~ • f'w.. 1 ~ 1 1 ,M' i y i r • • • 1 `A ~ ~ • M r r, « R M ~ 1a • ♦ . • s! • y t f I I 11 • i ,t 1 1 1f ' A ' :Y. r!~ l: ~ ~r , • r ~i,M~ ~ • • 1~., y 4 1, r • '`ri \ 1 r Il -A. I,~ 1y ~ It. 11.,., _ .,:1 A5r1...d... 4 W ~M i ~^a ~ ,1 k~l illt ~f 1.. A\ ^Itr` .~V:~. I. ~~ry 5~:.,: i , . 11 ~ _k'~rwY Irl ifl ffM '1 N~ ,~f L~-~1 ~ 1 , i r ~ .n L~ ~ V 1 .t r 'IYr~1.Nf.. v....+r~rlrMn+la.+.ww.rwlw..n.,. t r~ 1 t / i~- r I ~ , 1 i ~ If ~ I .A c ~ r 'I`.~ i ~ ~ i t I ' ~ r , c ~ , • e a~n~n a ` , ~ ' Z - , f 1~",. ~ o ers. w ~wr ~r~r r « ~r err .r . ; wrrirr ~r r ~ r 1 ~ ~ 1 I i ~ • t 1 c !J ZJ _ t 1 .j . - ~ I\ 1 4 \\Y ~~'k\,`` ~ 1~'t ~,1,, L k . d h ~ - tr i~ ~ 1 l ~~e i ~1` ~1`1 r1 tii ~ 1 r . 1 i~,° ! ` High 6 E3ypass Forl Rudder Freew,y) Of 8 Sheets PROJECT BENCHMARK: Square cut in back of curb at Cheddars parking lot entrance. Labeled BM #1, Elevation=281.84 X= 263947.35 Y= 37656A.76 see. Sidrwalk Construction ReU Reinforcement ~ ~ "+yu oolE joint ..f-- 72' -n.~ H Ah'~ *~i~ M.J. Tee 18 Joint Ductile it on Pr e Banded P Add ter P Class 5 2W8 d Mil Po! r o ~ vw ao ~l',~, r r ~ - ' • `K r+ . i~ ~ ~ O a ' • ~ 'li ' ~ „~n ~ A, ~ . , ,Y - 1 y ~ v . r" o Cover ~ '4 ~i _ ':a Feld Bend t~'> i ~4 Bor x 18" O 24" O.C. Drill and N ~ ~ Grout into ex. curb (8" min, depth) 4" MIN - ~ • • ~ ~ ~ ~ N ~ ~ ~ ~t ~ ~ ~1~~' ~ E?r CLII,,e~GUTT~'R Cfll NTS A L ~ ~ ~l~- ,.r t~ 1 G r-- ~ V~ ~ _ ~q~ O GROUT 4' ADS PERFpRATED PIPE (TYP) - L 1 u i FLOW FLOW n LL.. t - ~ fa r - r ~'S s i -sue FLOW ~ 12" L f~'19~ 1V . ~ ~ j i~ 4' ADS PERFORATED f i. T~_ DRAIN PIPE ~ L I OPEN GRADED GRAVE BEDbING (ASTM C57) y t .t : . rj"~ ~ t e i!+ s a' _ EXISTING Q GRATE INLET 1~ 6' CONC PVMT. 6' CONC PVMT. 1~ uric r R . w • ~ t._ T O ~ INSTALL 4" ADS PE f p - i t~e I-1KUUl]H 1NLt I JIDES SIDES AS SHOWN C/} SI 4~Yf~15 t` ;fr~~ v~ DEWALK FI (~/~J w Y W .I: f~.. '`.~';lr;~ r,,(~ F~:;+..~ ~ '.:1 ~ ~~::<~,.a:. .::sill = jam= JUNCTIDN BOX CJN GRADING PLAN LINE t KI' ~r h, i 1 }A. AN f~"i ~ t s u}+.~~ :.'1S ~ ICaI . YR t ~ ~ ~~it isi t. ~ Y J ~ 4 Concrete i i~ I' Z ~ }~;~i r, ~ ~ ~rl ' { Drlvewa D ~ Y 2 ti Light Broom Finish w Grooves 1 M (/6 D x1 4 to3 eep / 4 Wide 0 aw e= F j ~iRATE INLET DRAIN PIP ~ N M 3/4 to 2 A ort , P ~i, . * 1 - i~ s - i K-.. New Concrete rn N4 Bore O 15" O.C.E.W. t. _ , fir: l` 1 j _ Proposed Reinforcement a" Flrm Qc Uny~ inq Sup~rods ~ See Detail Compoctsd to ~ 95% Std. Dengi~v ; Opttmi~rn MWSture Contu~t -1 X to +3X Q ~.A ~ ~ ~ 1 ~ti. 1 NTS SEE t~LAN 6 SLOPE Existin Concr g ete t l t' 2: t FLOW ~c~x LINE _~r[Jfrlr~li / ! V ~ ~ \ i\ Drill & E ox Pr . /i . /i . /i ~ . ~ o owed Y p / . / ~nawwe: ean Homo n ~3 R~bo► 012" C~n Q Csntend Within 4 Remf r / / o cement mto Existm ~ ~ - 9 ont ~ Concrete Mln. Construction 9 De th Drili Joln t p ®3 bar s~ Epox er TxDot 5016 YP ~2 o.c.E.w Ex ansi n o Jolnt P - . t W T 4 wnod ~.r /4 Burn O 15 O C.E.W. IlIT~1~~Iff~Ill~ iM ~rwwtril~~tw~ ° w ~ 7 aj - :d- d: 1~ lY~ ~.t ~ E" Firm dt ~ p~ OR UME STABIU Compoctsd to ~3 d D~ Exponsion f Optimum Mobturo Con nt -1% to +3X ContractM 6" Allowoble in all pocking apocee ` • g° coNCa~ ow ~Enn~Eo ' ~ ~ ~ 1i 3 N75 rr~ _ SEAL W/ EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See dstoil fi 1 (SONOBORN SL-1 OR APPROVED EQUAL for diameter, length and spacing (3/4"x18" ~ 12" O.C. for curbs & concrete pvmt. ~ . ~nstoli per Manufacturer Specification 3/4" (1 /2"x18" O 12" O.C. for sidewalk} k, y"_._ BACKER ROD METAL KEYWAY PLATE ~w W/ FORMED GROOVE L"i EDGE ROUNDED TO See Pavement CENTER IN SLAB 1/4' RADIUS A i. Detoii ~.t~~~ ~ ' FOUR a ~u CEREMAR FLEXIBLE FOAM 6" ~ 3° LONG METAL OR PLASTIC EXPAN5i0N JOINT FILLER CAP 1MTH INSIbE DIAMETER 4 hm A9 (OR APPROVED EQUAL) TO BE t/16" GREATER THAN ----~w-~ NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE ~OW~L WITW ONE t~ CLOSED END AWD WITH A SUITABLE STOP TO HOLD THE ENO 0~ j e~~ THE CAP AT I.EAS7 1" FROM THE END OF THE DOWEL BAR. FIRST POUR ~,3 2. EXPANSION JOINT WtOTN 5HOWN IS THE MINIMUM. SHOULD 7HE SEALANT OF2 Pl_A(:~AAFNT rnwnirin~~e DCAlllb[' w nc.~.,~-" L. -wvmc n VRC/11CR PYIUIN , Iht 1,~QN~i GREATER WIDTH SHAH. BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 7. SEE SPECIFICATION S.204 DETECTOR TAPE FOR INS 3. G-SEAS 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER MAY BE SUBSTITUTED FOR SL-1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. LONGITUDINAL JOINT [.IUDINA.L ..V JOINT fill .~~no t SIN 81V 11 V'N V) 1 ~ low See detail for spacing MANHOLES. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. JOINT SHALL BE REQUIRED AT THE TYP E 3 ~ C,U RS. ALL JOINTS AT MANHOLE SECTIONS & OTHER OPEN OR LIFTING WCiLE$, SHALL BE THOROUGHLY FILLED STREET TREET CENTERLINE FOR USE WITH CONCRETE PAVEMENT OR APRON F-~ OR o'er APPROVED MASTIC wA7ERwRooR7►~ NOT A SEPANTSTE PAY ITEM (PRECAST MANHOLES ONLY, NOT A SEPARATE PAY 9• CBE PLAN SHEETS FOR APPROXIMATE 70P ELEVATIO ~JOIN T (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) FLUSH W/PAYEU SURFACE (INCLUDING SIDEWALK) 0 UNPAVED SURFACE UNLESS OTHERWISE NOTED. 10. THE CHANNEL THROUGH THE MANHOLE BASE SHALL CONFORM TO THE DIMENSIONS OF THE SEWER LINE PROVIDE A SMOOTH FLOW PATH THROUGH THE MAN J r i a Fem. I~x~~m Dep#h Chort U~irtg U~rtg T~~CaI VMart~ or~ii ~ Trerwh Dftc~l MrMr ~1 .~....s - - p DESCRIPTION: This item shall govern the mixing and placement of cement stobilized sand as a t bedding mcteriol. Placement sholl be in conformity with the typiccl ~sctiona shown described in the Special Provisions. -u. = - - M~1IERIAI.S: ~ A. SAND- Clean durable sand m•~ting grading requir~menta for fine aggregotes following requirements: o~ p~ App t 24 CFR Pert 1926 IAA SIM~w'NA11p 2O CI~R RART 19~, StwMll~ P tAoM bl~ wM tsar d~rMgn d trw~ah roh~r n,uNwr~Y. Shedd TYPE A SLOPING AND BE!lCHINC SY5IEMS (FOUR OPI~ awr. a. ay o ate, IMr erswNq aid aR t r16, i) A dope of 34 aprra or Iw.. ~n ~IIM11T P. !h~ 43W13~Ao~ ~I►all pnviN. TI~P~ A itNOm coMdw ~oil~ with an unconliiwd can~awriw ~a~iAcation. A ~ d this groaotton a Iwo of 1.5 bt (iMld~a) or ynot~r. of veiw~ha ~y brpa of ao~. StMPORT SFNELD AND OTHER PROT~CTNE SYSTEMS (FOUR OPTIONS) 1 ~ ~ ~ 1) D~ign~ for t(mb~r ehot(nq is trw~cf►N ~t in oooordance M in lieu of soil the condt~ton~ and roQuinmsnt~ determimd by using a a ooMid~nd A and C timber ( ahorinq for trrncMs) M 29 CFR, Port Depth of Burp in fe 1924. 5ubpo►t P. Fa akmanum hydraulic ~Itorinq. App~kw na -Not Availablm P~i~eA~n of in ~ ~-in~ ~ an: c . ac cb ~ c loom and in saw rah for a4d o wa~ih9 ra~N, ~+II a~ n+iiliMlN iiN ~I an 'od~wt~ bf' ~Y ~Y Y by 2) Moxanum albwuDb slop» and albwabb M Eton b~N~ wh~+ !IN ~oowlMa Y in ~olN cow. dlt~ clog loeim and sandy clay bam. Gmmt~d for ~ - _ N ~ i' ►w~ a whw~ 1ht ~w~ten M 1~ Mr► 5 h~f~ Nq o~ ~oNt. rah a caNoM and haMpan~ en ohw of '~0P'"9 and benching syst~m~ wNl 0~ d~rmi ~ 4 ~ P ^ 1 n~ M/MN tlat ~d Type A. Howtwr~ no wN b Type A if: ~~^d'iw~ A (50~ clowiRCOEion) ood 8 (Siopii a oaiww-dn ~1~1MId M ~xp~obd. fhyAwM~n hws Nwp rook. hin9) of 29CFR Pat 1 ~2a. Subport P. ~N or nMlrMl NieNba io~Nnp to neMw low twk or ~oN. 1) 1M soil i~ fiaund~ or 3) Dena of abpinq or O~nching 'hdl D~ ~ M' ~ ~ ~ 2) 1M sdl it wbj~ot to vibration from hwvy and be in oocoMa~ce with, da~o pnov4dre! in writf a~~~~ dao rt ww ~ao1~►NNl1N nNak br k1p~ tit I~M~t two tNt MNn tM ~ a~ p~ 9• or ~imNior M't~cts: or to iddIiMify: Giteria thot o~hcC !!ie aMeCtion~ tM , ,~t, „how ,~+aM~,q , a a ~,w,MN t,,on„ 3) n.. soil na. bey p►wlowy aUture.at or we or the data, a►e euMiaent «cplonokory auto f~Nlnq witl► u oombN~adon of bosh prweuHonr. 4) lh~ soil is port of a tlop~d~ Icy~nd ~y~t~m whu+t NN oui~t in making a cor»ct choice of a prot~ctiw 1~ ~ 'z. ({~qt al q~OM~R awr1. aid ~ &~to the ~xcavotlon on o ~lop~ of four At i~a~t as copy of tM td~ot~d Aotp id«►lffyk p~~~ty~nw ~~c~ae~i nt Mlr+~a~ aryl M» rw~ard d hod~ontol to one vN'tlool (4H:11~ or grrot~r, or R~ti~bnd Profee~iond fngin~ who app►owd NN 1 ~ ~ ~vlM~o~ of ~NrM caw-~1~, hNYn of S) ?h~ moGlrlol ie wbj~ct to otlNr focbon tlwt wouMl ngafr~ ~haN be moM~toin~d of ttN jobs during tM flo p~lri ~rrllw+n~, ho~tondw~ obiwMMww~ a ~r M~~ R Eo br clorMfl~O w o Na ~6aM~ matKiol. being corriwl out. P err aardlgaM w~N nor pnoartlonr how b~~n MMn. 1YPE B 4) Exco~iom can M ~fM~ by a R A 'aon~l'~rit p~'MOn" should iwnatn at tM w~MNM o0ndniwl~jr t) Ci~lw xoil wi4h an unoonfNwd compra~s- EnglnNr: put"in wrftbn form aid kpt at tM wo whM ~ on w11Mn an oprn u~careNm ~ p'oMeUw iw stnngtl► grraf~ Dion 0.5 bf (48 kPa); or k~clud~~ at I~oat, the mogratuA~ and cenfpure~ttion _ s r J art b~inq wed. 2) Grgrw~' aol►NioelMf wNt includht~ anguku' q►ow1 d~t~mii+ed io be safe fa the project and the r INrrrovd of a nwbmNsatbn of aa~ou~ rncwnl~oM wbk~ (~hnNor to arulh~d rook) till silty loom eondY loom and in aPPro~wd tM plan. .i • nKry cr+~ o haiand. wm~ can, ~ ola~► Ivam and aondy clop bom. ■ j R~ltlrr~oM bahYon of undrrgnwnd in~MNotloro 3) F~wlo~Ngr ~t+irbrd ~oHr hcc~ thoN wh(ch ~i plnph~t a~rr~uual o~i~i~Md~' ~c.) would otMrwN~ b~ clmwd a~ Type C ~oN. I~oalla~a. are app~od~al. 4) Shc the m«b tM unoon8n~d canpnaNw~ Nance nom, ~nddin or ti~ir, « m.an a ooo«%« ar o~nn«~6oUon ngWr m.~t. ror ryp. ~~.,~~.~~~,...~~~a~~ ~~~~~,~to~,:~ TABLE tour fMt cr man dwp. s) Ory rock thot a not Ababa; or 6) M~Mriol tl~ot b post o/ o elop~d~ loy~nd s~Mm wMr~ tM ~ ~ u. 1 M ~ ~ I kit ~p into tM ~tcavotlon on c ~Iop~ I~t ~tNp Thon h«w rx nw~o~ati1 ~p►ow. a ~v b~. tour ho~f'o~1e~ ~o one wrNco► (4H:tV~, but onh► N tlw MAXIMUM AI.LOWA SOIL OR ROCK TYPE FOR EXCAVATIONS LE tMtinp and Controlr for Ae~oadow alea~plwn M►oI~1lnq nMObrtol world o11+Kwi~t b~ cbaNNd a Typs B. I t rt- 'T ~ ~yy Q ~ eYrM~ WnM~ WII~A i{711 MINI ~ I/IIWINIfIW ~ ~ ~~{.L RWf~ VERTICAL (90 Ia~ilY~y d!Mld~dNf eurkq eMO«+t isle eel-bottom ~wglh of o.~ b1 (1~0) or ba; or TYPE A 3/4 : 1 1 ~ - ~ j pNr laln cx ~Y~or ~xoavatbn~. 2) Cwn~lor ~oN~ ~dlnq 9rovd~ sand and loamy ~ or NPE B 1:1 _y 3) Suben~rq~d. toN..oe ~oN from wh~h watK k. itw1~► ~Y~ .oe ~ppoti ~m~ ~uoh a~ ~orlnq, braain9~ or uM~r~M~n~y to SubmMg~d rock that is not ~EoWr, a 1YPE C 1 1 ~2 1 « 1M. r or aaja~r►c .auoama .ua+ a euNe~nr. s) Mlabrto~ t~ o dop.a~ lay~nd ~y t m wh.r. n~. ~a~r. dlp Into r w~M o~ ~w~Ma. fM exoor~lion on c ~lop~ of four horizontd to as wrllcal S 1 +lil:i or ~R+r ~tt~tQrt n . ~ubdiv~sMan ~k~rrninq ~C D~st~n TA R 1"1 1 1 F G- M M I TIER NON-STRUCTURAL STRUCTWtAI AREAS AREAS Mixed oak ar equiv. w/banding strength not less than 850 psi Douglas fir or equiv. w/ben ~ o.~a ~ oa~am. . w~.. Yr~h N~~ wA. Tnn~ on H~ ~''0~ NON-STRUC7URAI. STRUCTUR/1L A~• AREAS AREAS Topsoil-6" Max ~ ~1 FINISHED GRADE • ~ ~ i f ~4 ~ ~ U~~'bd 4r~ x~ ~ it ~ x UpTo6 x4 x~ x x4 ~ ~ ~ ~ ~ ~ ~ UpT+fa i1x44K4 x r !t ~ 2*S ~ ~ S UP toe x~ x1 x 4x 4 ~~,t]rr a ,r ~ I Yo 10 k~ x x r rt 4 8x 4 0 Up 4 Yr6 tpTo101~E K t~ t :EEO ~ :.K ~w~t~~Nr ~ o~ ~ ~~1"IC~~i ~'0~? I~PTM. ~ ~ ~,,w CCU up To~2 ~x~4x~{' r x i.e ~ ~x 4 ~xd r~ri2`~'72 ~ Upro~Z xe x~ x xei _ r~ tl~Ti~ ~x4 x4 N w x4 4 3xd Tod 4x4~x x x t 10 TOA x0 wt x x •xi t 4 2xb IQ tod 4za x~4x x f ~ ~;~'~~r'~~"r'i~i=r~►'~ ..•DE?ECT 7ApE ~.a3.+ r' ~ Ta 18 .t x x a r ■ ■ t. x e CZ ~ Up bo W ~ ~.,c 4 up ro ~o . a ~•x• ~•x K s .Y~ x"'31. • . To 12ix~ x~ K t xi 4 ~ 4 3x6 Up To i2 ixa x % ~x t ~ TEA ~x~~x x r ~r 3xe upte~ exe x e T. / / ~ ' ~ ~i ♦ / R. ~ / i ~ AS ~ BEDDING MATERUL----r► ' ' 15~ Tod xi r ~1 x~ / N~ 4 JxE i~~ IgToe •xi{x x x t I ~Q Te14 tM ~x x ~K x ~ xt 3x6 ~0 ~gTo~o exae. x Ix • To 1~ ~r~►r x x K ~~p ~ 3x` IpTot2 6x! x0 x x I t~~ Owr 2 Nob i TO EXT ND 8" ' ' ' 11 E BELOW OM ~ Crops ~racw Tnrbh WNq~ d Ti~N~h f Wrt. 1hrt,. Trenoh Width of Tr~noh F ~ M ~I t F ~I► 11~ 1~ 1 OF PIPE r s~ ~ ►irc Otrt~oc our. ~ ~z"~wc ~z'KUc C ' tlpTos 4~~4x x x x S ix• 9 2xd UpTo6 4x1~x x bx • ~a ~ ~`Z (~ORUp SEE NOtE 1 TYPICAL R~„~? ,~TQ,@;~j.,.rQF~A~IN TH TRENCH M10 EMBEDMENT TO ~E StfBSIDIARY TO UNIT S t!p[oA ~x1iK x r x Q •x10 6 1xa 5~ IiotoB 4x64x6 z z t ~ ~ ~ ~ T g ~ro t i~- 1 ! _ ` 5 10 ~To10 ~x ~x » Ix fK S xi ~ xxA ~a UDTo10 Ix~4x x x f ~r NeN 1 ~1~I~ ~ 1ba i WHERE THE TRENCH BOTTOM IS Ut~ A'BLE, NOTE 1: UNDER NQRMAL CtRCUMST ES THE CONTRACTOR T L pp Tod 6Kadx x x ~ Toi ~x~~x x N ~x 0 ~xd b Z~6 EXCAVATE TO A DEPTW AS REQUIItEp 8Y THE ENQINEER AND REPLACE WITH A FOkINDATiON 11FPE "8" MA►'r'EftW. FfJR 8 AND IN 7HE HAU OF TYPE "0" M/1TERU41.. Pt,ACE AND COMI~ACT ONLY WITH THE PERMISSt ANO AT THE DIIRECI'IO TO ACHIEVE 8SX MOS. PRgCTOR Q SPtY. ~ICIN~R SMIrt.L 7htE ~4N'lRACTOR U3E TY'i+~ "D" THIS CtEM SHALL CpNSTITUTE " WORK" AS SHdWN. - ~ 'a UrTs•t ~Kii'x x 'K ■ •x 8 3'~6' ~Q~ ~ToA '6x~6~xt •x ~•r ~ 1018 x~ k x K ~ b ,xt S ~xb t2 ~ t~,1Yf"VT1f~1, WTo10 Ox86x~ M •w ` 8N NIM 1 SN No11 1 V i ■~1 - :-~i ANb SHALL BE PAID FOR AS EXCAVA110N. M ^~l Iptod iN~ K x x K S ~x1 ~ 3xb tpToe 5xb6xs K x t ,t5~ U~Toe x• x• r ix x1 s 0x1 b ~xd ~p~ UP Tod 6xl6z r x S v i NOTE 2: ~~LL QF ~~j~~~WHEN STRUCURLS (MAt YPIC~►L. 1N~►T~F~ ~►I~~ ~E~(~F~ ~'F~~N.~H D~1'~AI~. • ,JUNG ~~f , , C.) ARE WITHIN 51'RUC Nuns (~►s o~~ ow its SW~r)~ c~M~rYr~~s~r~ SAND BACKFIIA. SNALL BE REQUIRED. USE CUSS II ~R PVC. D1P, AMP. A~~D T1FPE K COPPER IN ALL Ol`W~R APtEAS. 7 .a u ~ 20 w ~ 10 IMr10 110 ~t b 6 x 1 S 3 ~ ! pp u4 To to a x a e . z x ~ ~ i r~ ~ IMM 1 She None 7 s i._. r3 $M !bb Oih► See NOb 1 NOTE 3: DETECTOR TAPE IS NOT REQUIRED ON DIP OR CMP TRENCH AND EMBEO~tENT TO 6E SU~ID11kRY l 1 TO MAIN AND SEFt111CE UNE BID t"~MS. ~t ~ 1 ~e M a » s12E UC ASTM 22.1 ; 8!9 I 1 h~ on~ael N Y Viw'k, ~ NN1. _ Croea. Broces. zon Trench Haftontul ~q, ~ T„~ ~ USES QF ELI E KFILL M~4TEE~IA~ BA~K~'ILL Mi~l'~RIA~L L~ ~ID~ r~,~,.Je~ Anyulo~, Crushed Rock, no fines ~ Up b U► 11~► ~ ~ f ~P M Up t1~To! gx~ x x Y S !xt S 2x6. UpToA .Ox0.x6 x i~AB.x _ 1 UPTo~ I~r~~x x ri 6 f0■i 8 2x0 T ~I ups UPTo6 axdlx x tx 8x ~p To 10 !0 iii 9 4x1 a 2KA ~p UP TotO6xAar x ~x ix f !~u Neb t SN Nob 1 ~iiii,,,I~;. M9uiar, Crushed Rock ar~d sond, well g ~ ~e~ _ r_ . F~ ~ to mMtmizt migrctlon df ad joc~nt soils. 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H ~ c~co0 to zccotflcoccnnnnnnnnnncoco coacco0 , M U p~ W ~ 7 N ' - 0.X . 1 1 0- a. x ~1 plant List - (Sheet L51 Only) _ ~l► ~bN sY. G,.~,w, Nan,. (ee~led Nar.i., lint VaM» ~4k. C.orrw~l. ~~e {~J~ 4 3" Cai. River Btrt~tulTo~ ~v ~ a0►'a) gyp ~ 10/12' Ht., 3/4' Sp., Matched NOTE= NOTE= ~P~~ air ~~o 6'-0" Giear Trunk Min. Cohtq(r~ I'1d1^ All Disturbed ea-th must be 100% covered with established • ~ • ~ ~ Fo►' all areas lcibeled "Mulch grass or groundcover prior to C.O. of com "t" luleh Area", install a 3'' layer •~~+~i~~i~•~iai~~~~~~~~►~►~~`,~ 'k mulch over a weed barrier fabric. ~~~~f~T RU~'M 10 3" Cot. River Birch (Betula niagra) Igp Ir,~pp 2" Galiper Minimum at 1' Above C,rade. (STREETSCAPE REQUIREMENT) a GI"QdC. posted pine bark mui Landsc ' Required r/ POINT G1ILGULATIONB 1434 ~z ~ j 4 3" Cal. Drake Etm (Ulmua parv(foUa 'Drake') i50 fr00 10/12' Nt., 3/4' Sp., MatcFied ~"r` 6~-0" Gear trunk Min., Contair~ r s 3 Col. Drake Elm (Ulmus pa^vlfolla 'DrGke') 150 450 10/12' Nt., 3/4' Sp., Matched . 6'-0" Clear Trunk Min., Contp(na- Non-~~s'~o/►~ Tlw~ (TREE'T ~E MENT) W q Ike' Cal. Crape Myrtle (Lcpsrstroernfa indica 'Watermelon Red') qp 360 6/ ' Nt., 3/4' Sp., 3-5 Cw~s~, l~ aa.~ „ ~ Sft~ Aha 13b~G04 / 10 x 8b 4,00 PoMls R Home Depot Lmdxaping (Existing) ~ , ~ BuFFar NbNE REf~UiRE ~ ~ x ~ 8342 Pointy R , ~ ~ 587'-30'/26 22 Cagy 1YJTA{. I~GN~I'~ pgUIR/D ~ . CANOPY TREE Rl:QIJiREMl ~ 7,360 Total Poln4 x 50x in. Cme D'(a - 4' Cl~ra^ Tnirik (STREETSCAPE REQUIRLMENt) 1 P ~ 7 1 Ike" Coi. Crape MY►'t~e (1-agsr'~trosrnta fr~dica 'Purple') r~ L ` . lao 4d.) 40 280 6/8' Ht., 3/4' 8p. 3-5 Cars Mctc ~ Min. Cw~e Dfa ' I~~ 4' Gltlar f ~ STREETSCAPE REQUIREMENT N ~ Ib Imo" ~ 1. ~ Crdpe Myrtle (Lcpsrstroee»(a Mtdita 'Notthtt') 40 640 8/10" N. ~-5 Gmes~ 1'latth~ Min. Cope Dia s~I ~~~5 Clear tnx~k 7 T + 2 Ili" Cal. Ltttle ~iwn Ma~~olia (MaQ~olid Qrandiflora 'tittle CsNn' ~~Y, w Boar.), ~ ~ 80 Size Cont~ingr or b/8" Ht., 2/3' Sp, 5 Caliper Minimum of I' Abovs Grade ' ~ ~ F~cistln ~ No Ex~•tirq v.Q.tatia, to I» °~a''fr,., 2 ~1~' Cul~. Little Csern Moarwtia (Maanolla gra~d~ftora 'Ltttie Gan' _weAL,....e.-_... - . 1 fso ~a.) ) 40 80 Size Coma g~~ ~ , gp ~ ' ~ 1.5" Caliper Minimum of I' Above Gq-ale. ✓ , Propo ~ Sh NEW CANOPY tREE~ (contair r 21 i 1$0 Prints Cdl (STREE7'3CAPE REQUIREMENT) e (Q 34 5 Gal. Ela,oQrxrs (E~p~gQnus abbinAsi) 10 340 24" Fkieht Min., Rooted, Fuli ~a~, 54 5 G,a1. Indlan Nawtl~wrr~ (Raphiolep~is indka 'Ciara') w 10 540 12 Height Min., Rooted, Full a NEW NON-CANOPY TRHff~ (co o°s ~ 3G •X10 Points Q 145 5 C.al. 5ta fi~yen „lunipe~- (Junl{~us thH~tsla'Stp 6r-earl') 10 1450 18" He(eht Min., Rooted, Full LAwr1 1 SNRIJB3 (B Qat. or larder) 17 5 C,ai. Var. Jap. 911ver C.rpss (Miacenthus eimm~sia VarleQota) 10 I~0 I8" Haight Min., Rooted, Fait s 250 • 10 Points LGWt'1 SNRUd,S (I gal.) ~ 16 I G,al. Mp~den Cwrc~e (Miecanthus sir~sneie "Grocillimue') I I6 18" Heleht Min., Rooted, Full ~u 9~' 1 IG • 1 Polrits (NO PaNrs fat THeee e~rpre~) N Qfq~111 CAMP 43Q I Gal. Aim _laerr~ine (Tracheio,permum c~laticum) O 0 3 - 12" {b ra MIn. Pot Full fN0 POIId'~ VALUE FOAL T11ElE M~1MfS) ~i~ Sh 9p8 ~ 1 ~ • ~ 54 1 6ioi. New Gold Lmtana (2 ft. O.C.) (Perennial Color) O 0 Pat Full 11 rj NEW CANbPY tREE9 (contabis 1 4 • 150 Points (3" Col. ~ . 7~ (NO POINT VALUE ROR TNlBE q,/IMrs) La.un 39,404 5q, Ft. Common Bermuda (Cynodon doctylon) ~ NEW NON-CANOPI' TREES (eon Lawn 1i • ,0 Points ~ ~ Solid Sod, Weed Free 7nfAL NIA~OND LNO~C~Nl~ 7~1~~i01v1~ -r N ~~2a~ ieio wa~ta~a.r-) (gt+..t ~s t a,iv) ~'b. N 1~1~~0~ LAN~CA~N 1 , i~ !~ra ~ (euFF~re) NOTE: J N (~~t7eEt) This Hatch 5ymbot ►~-~a'eiiY 7rw~ . to ( N lsw~wua r~ a co„~,, Denotes Streetscape Planth~s. r~~ 4 -Variegated Japanese Silver Grass I} 1 ' s 32 -New Gold Lantana ~ 485 Un. Ft. Steel Curb ~ 10 - Indicn Nuwtha^n . 28 -Seca Green Juniper 1 ~.~ae ` r r +iome lie t Landsca in • po Existin p9 9 i v tl~ ' V 0 } ~.i~ P . ~P ~ _y ~ ~r , r , . S~ -_a..~~ . ° A ` ~~4 ;6j~. 5~ • :a: `.~....~rw ~:1'. S` J t:, is j J ' J R y . .y,. e, z ...e. i J / ` ' r J / ~ _e__t s • ' j r ~~h y r~ J t1 r. t J 4~ ~ . i ~ ~ ~.i ~ e ,v y, ' / VVr y, 1 L~ .F ~i r r C •41 ~ "i7~ r J / t / ' •1~ ~ _ - . ' ~'y L,. r ,w. y:' 42 Asian J ~ asmine ,1~~ 5: ~ ~ 34 Lin . Ft . St N eel Cur `r_~_ cu ~ Mulch Ar ea N U ulch A ea I ~f Lawn ;f, in art awt ~ [ ~i1 L ~r a~ ~ N a 12 Asi an J asrnine ~ ~ c~ 2q Lin . Ft . St eel Curb c Mulch Area Si' ro 3 c~ V i at ed J 1 ~ a se Silver Gr s tr Y- N t 2~4 _ I ndi an Ala wt r'lulch Area c~ 't, ~ ~ a 3 Dia. Mu lch i Rn g • Yp m f r, c.. ; s N ',r.; I Littl ~ Gem M olia o ~ ac ~ ~ • Lawn 2 Var i ti e ated Ja ' 9 ese 5ily `P d ~ 1 .'S m L. - I Little Gem M of is CV a _ fi'' - 8 M aiden Grass 8 Maiden .ct c9 ~ , - ass f ~ . • • 25 Lin ~ Ft. Steel . Curb 25 Lin ~ Ft. Steel Curb 185 A i _ an cv ' ~ ' ~ II-Ne II- w Ne I old w Gold G Lan . Cana Lan Carta , ; 38 Lin . Ft. 5t eel Curb 38 Mul Lin. F ~ t. 5 1 tee C r ~ ub n^ J ~i ..e'. ~ ~ ~ . r.{ / 1 . 1... . l ~y7 1 ~ FF ~ V i~~ ~ : r.~ ,:r ~ QQ ~ ulch rea y r . % P~ r ~ _ _ ~ (l i ~ r' r 4 N ~ ••'r ~ , ~ f f i .r , ~ . ~ ~ t~ s ` fJ i ~ ; •°r r i. ,v, ~7 rr. 3 I ~ I' F lI ~ ~r i ~ Fr , ;r f,. li ~ ~f': ,r rr f• ~ , , . Lawn ~1`r r F ~ ~ d ~ ~ ~ LI.J ~ - ~ t ks ~ ~ fi' ; j ' d° ~ Lawn 17- 5ea r G een uni r © pe 17 Sea r G een J~ w 5 } 167 Lin . Ft. 5 feel Cur ~ 253 i L n. Ft . Steel a 21 -Asian ~,Ja smine ro 26 A i ' s an Jasm i n. i Vane ' aced Ja g se Sliver ra l ~ G ss I Vari ted c ,.~~.v..,,.....~.w...~... 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S ~ 'a T f I ~i r~ 5 - ~'r t i ~w i ` } R_.~ f ~ r ~ i i ~ + = Z 1 t r 11 1 . 4 Y r 1 T 7 l ~ = r t I Q ` ~ ~ R . . - ~ >r~~ ! . ~ = . i l ~ I L • r • i s _s _ D - - _ r~~ , i PH RANGE OF SOILS THAT T. ~ ~ t+►. f = _ t I v • r v1[ 1 nG Ilvl I UAL YYH 1 LI'CIIVIs. ARE UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE IV ls. 4 a d d Gay a 1 TURF STANDARDS. INCORPORATE RAW GROUND AGRICULTURAL MAINTENANCE: LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE A. WATER 1 INCH MINIMUM WITHIN d WEED BARRIER AND PRE-EMERGENT HERBICIDE j SPECIFIED BY THE MANUFACTURER. INSTALLATION. BEGIN IRRIGATI0 3 DAYS KEEPING THE SODDED WITHIN THE FIRST HOUR OF SOD OR SEED LIGATION SYSTEM DURING THE FOLLOWING JDDED OR SEEDED AREA MOIST. NOTE: F ~ SOD INSTALLATION: BED EDGE SHALL BE 6" BLACK COMMERCIAL 12 PREPARED SOIL AS PER i a 41 i ALUMINUM EDGING WITH 12" SPIKES AT A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS B. CONTINUED MAINTENANCE (MOV E (MOWING, FERTILIZATION, WEEDING, ECT.) :DED AREA SHOULD BE PROVIDED BY A SPECIFICATION ON CENTER MAXIMUM. INSTALL EDGING u PRODUCERS INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. OF THE SODDED OR SEEDED Al PROFESSIONAL LANDSCAPE MAI PE MAINTENANCE CONTRACTOR. ONLY IN AREAS TO SEPARATE RIVER ROCK B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE WEED BARRIER FROM MULCH OR TURF. EDGING SHALL NOT s ~ NOT BROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. 0 5 10 20 BE INSTALLED ADJACENT TO SIDWALKS. SODDING IS TO BE DONE IN EARLY-SPRING OR EARLY-FALL. SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. SCALE: 1" = 10.04' RIVER rim s... Eae.2.2Geuouo.....€:e:e;:• 6u9~~ e.....:.. .r......r~?9~'i x 'M'.~3:3:~ y° .8°..:E:,sE 87 as a .~a,a. , "~~08~~'s~ ~e 3CBMjam -p', i75 £ _ ..:.e.c.SE a e....X..I x um 4. 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C~ s~ N0, ~R . ~ Ep ~ ~ 6i r~ ~ . 0 RDUN 342 0 ,i__ 4" ADS PERFgRATED - DfiAIN PIPS ~ ~ QPEN GkADED GRAVEL as I I>E;llDING (ASTM C57) Y EXISTING Q i- r1 - ~ iii ~ _ E GRATE INLET ~ r t ~ ~ 6' CONC PVMT. 6' CpNC PVMT, reu~cnn~c ~cai~ciw~swauun°~c 1 i~ _ I Civil E:ngin~eri~g Hydraulics; Hydrolc~r~y, D ~ INS1"ALL. 4" ADS PERF❑R - ~ _ r- e--,s`~ Utility Planning & U~si~n . PIPE ~ 0.5% THROUGH INLET SIDES AS . ~ c.n S F L.OW IDEWALK Strut ~$iyn ES AS SHDWN tT1 LINE ( . r,1 ~ J i . Subdivision PlQnning & Design JUNCTIDN BOX ❑N GRADING PLAN . ~ ~ , ~ T Kcal YP . Concrete j . . Dnvewa D F z Light Braom Finish w/ Grcwves (1 Deep x 1 4" to 3 4" Wide Q / / 3/4" to 2" A art . I'~ P ) ~1 S1RU . ~ GRATE INLET DRAIN PIPF~ cro t3.. tspF ~~~Eo R~ , ~ ~ NTS FLENIWE: ramp_atandar s os '~o ~s ~ PLOTTED; t4 Aug 200; s~ ~~q ~N pER elk ~ O o i l~~ MST ~ 1H FIB M--~ C!~ c~ s' M 5S~ s1fR~ lp E1~'~ ~ r'' N a~s1~ ~ aT ° 8~ 1~ ~h c U ~ -J~YIII SEE PLAN 6 SLOPE R~ Op MFC R ~h EM ~ ^ Ca 11~~ Mph ~N1 ~ ~ New Concrete Existing Concrete ~ N1EN M 1 . p ~ ~ ~ T. a R ~lY ~ ~ r~. O1 /4 Baro O 13" O.C.E.W. - -.t _ WA+ AilElOEMi i F z: LOW _ ~ S1p Ae ~Mox LINE ~ ~ ~i\\\\~ - r~ / Dili ~t Epox Pro osed / / , Y P / / ~ Eo Proposed Reinforcement Reinforcement into Exist~n - 9 " Construction Joint Concrete Mm. 9 De th Dail ®3 Bars ~ ~ ~ ~ ~ x 8' Firm Ac Unysilding ~Su~grode See Detail Compacted to 98x Std. Den4ity P Epoxy per TxDot 5016 " 12 O.C.E.W. Optimum MoiNuro Content -17G to +3A Ex ansion Joint P 43 ~ ~ ~ r~ ~ th ~E RCS ~ HEAVY ~J1Y PAU~/ENT G1ET~AlL ~~h s ER p ~ ~ ~ ~w~ T p e~ o !pE W cn I NTS CONl1l~CT TD EXISTING R p~R TER ~Fa NHS ~ t~ ~ E MANE RE p ~~l ~ ~ ~ Ms n ~°oo ~o 0 ot, p ~ ~ ts~ psi hO 8Y o R~Hc l~~e . ~ FNEWIME: ooitMOl-~rIN PL07TED: 29 Auq Z00 ~ ~ ~Ce~ ebed W(thin 4enGoncr ~ ~ f c co Tch tJ , ~ ~ o EN Nc a f 1F 8'~SE `f I ERA R~. UT R ~ ~ Np1~ ~2f aF ~ ~ r• 1_-~~~_ J +1- S- Smooth dowel ' Q - Bockfiii Wood Floot /4 Kara O 15" O.C.E.W. ti w co C~ 12 O.C. P rte Permissible ~ ~ .J' i'. ~ . ''.I Construction A ~ i i ~ " Joint Centers i ~ ' . ~ 2" CEMENT STABILIZE ' 8' Frm & Unyeil0ing Subqrode OR LIME STABILIZED Compoct~d to 9376 Std. DengRy Exponsion Jan ~ ' - - Contracting Ja X t° +3~ STANDARD CONCRETE Y_ t _ a~ J iL 7 , j 'T 6" Allowable in oll porking spaces Nrs 4 . LIGHT D~/'!"Y C'iQ~I1K.~I~EIL~ PAVEI~tENT DETiUL ' S" CONCRETE ON PREPARED SUBG NTS 3 I. ~ L i~ ~ ~ ~ _ S ~ t~ - f SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail k~ i~'. ~ far diameter, length and spacing (SONOBORN SL-1 OR APPROVED EQUAL) (3/4"x18" ~ 12" O.C. for curbs & concrete pvmt. ~ • Install per Manufacturer Specification 3/4" (1 /2"x18" ~ 12" O.C. for sidewalk) BACKER ROD METAL KEY"WAY PLATE-- SE W/ FORMED GROOVE (S CENTER IN SLAB EDGE ROUNDED TO OR l~ I -..'C~ 2[~~ See Pavement 1/4" RADIUS t Detail FtFtST P~~1R SE~p~IQ POUR .~i t (s~ ~ b . i CEREMAR FLEXIBLE FOAM --a 6" 3" LONG METAL OR PLASTIC R EXPANSION JOINT FILLER CAP MATH INSIDE DIAMETER ~ (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN _ Y' 1 NOTE: DIAMETER OF DOWEL BAR s , 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF .j THE CAP AT LEAST 1" FROM THE END QF THE DOWEL BAR. FtR~;~r rani ire { i 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE LONGITU ~ GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. REBAR TO BE CENTERED IN SLAB CONTRACTION JOINT f-t oors W is v.l,. 7. SEE SPECIFICATION S.204 DETECTOR TAPE FOR INSTALLl MANHOLES. INSTALLATION AT 3. G-SFA~. 626 MODIFIED PVC MATERIAL AND WOLMAt~iZED LUMBER MAY BE SUBSTITUTED --FOR $L-1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. LGNc I TUDiNAL JOINT SH See detail for spacing ~UDINAL JOINT TYP E ~ C U R B 8. ALL JOINTS AT MANHOLE SECTIONS & OTHER OPEN OR OR LIFTING HOLES, SHAIi. BE THOROUGHLY FILLED WITH L &ft*i "op OPEN OR COLD JOINTS, LLED WITH SYNKO NT SHALL BE REQUIRED AT THE. FLEX OR OTHER APPROVED MASTIC WATERPROOFING MA FOR USE WITH CONCRETE PAVEMENT OR APRON (PRECAST MANHOLES ONLY, NOT A SEPARATE PAY ITEM. OFINO MATERIAL, THIS MAT~RIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINT. STREET G ..EXPAblamN JOINT NOT A SEPARATE PRY ITEM N TS 9. FSEE PLAN LUSH W PAVED SURFACE (INCLUDING TS SIDEWALK) ELEVATION. 3" PAY ITEM.) T (64' MAX. SPACING UNLESS UNPAVED SURFACE UNLESS OTHERWISE NOTED. 10. THE CHANNEL. THROUGH THE MANHOLE BASE SHALL RQ CONFORM TO THE DIMENSIONS OF THE SEWER LINES M OTHERWISE INDICATED IN PLANS) 1 PROVIDE A SMOOTH FLOW PATH THROUGH THE MANHOLE L, ~Y 1 i 6 ~~11 Maximum Dep#h q~ort I.l~ng T ~ - g T~icol Woter and S~ Trendy Dot . . ~ n DESCRIPTION: ~ ~ ~ This item shall govern the mixing and placement of cement stcbilized sand as a trench trench backfill material or ~ non the Plans or vs + . " 4 .7 1 3 . ~ of ASTM C33, and the TM Q2487. c.~ ~1 r "~,~iL. Q I~Ta► Wit: CU~'~It~A1~~0 R~QUIREI~HT F4 aM~ ~ 2a c~ ~rrr ~~s. su1r~ r ~ ~ r~ ~ subpart as cFR Part ~t28 VR rRV~~i 1 ~~G 1 i " 2 .3 ``w U w ~ ~ t~ ~ * ~ A SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) SUPP"ORI' S~Et.O 11N~ OTFIER PROIECTNE SYSTEMS (FOUR OP'OONS) 1 ~ 1) pe~ig~ for tknber glaring in trenches ast in aocorAonca " n r N~C.~~' MMp !~1 oey ~ontlk~t pntw~n tl11~ dhwtn~ qId OAR tY~, 1) A Mope of 34 degrees or lea. in liw of soil ~ ~ ~ Tj~pt A me011i GOhNIW sods with an unc0lltiMd~ oofllvNNtiVe A sbpe of this grodOki011 W I~ is C P ii~n of ~nipMy~+n~ in ~o~w4~ opi~Ml ww-ins ~9~ °f 1.5 bf (14+IIcPa) or groater. E~oonnpM: of aolueiva ~e fa onY type of soil. i °f ~ wilt► the con~itiem and roqui~ements determined by wisp r. 18: ~ ~ App~ndica A ood C (titer piny for troncha) of 2~ CFR, Port Depth of Bury ~,n feet i~ c~'~ ~ ~ moils an: cloy. silly cloy. sandy cloy, cby loam ab in aorne aM~l amt MNtnq r0~c, ~+ail a n~fal bar uM of on ~ad~qua~ 2) Maximum allowable slopes and olbwabb contpur ~IIM!rt. M aoc~p~On big whin ~ ~t~ovadion i~ in ~Ib c~a. ~iMy cby bam a'14 sandy cloy loam. Clm~nbd for doping and benching systems wiN be determined ihr ' ~ ¢ ~ ~ w1k such a~ caWchs and iwrdpon ure aU1o of App~ndicM A (Sal classification) and B (~opinq and 1938. Subpwrt P. For olwninum hydroulk ahorinq, App~kws na ~ Not Av~tilabl.e a contpurotions A and D of 29 CFR, Pat 1926, Subpwrt P, can be wed if nc ~ no preer9ure class c~eleteri©us substances, ~~;y' 1 ~ ~ ~ t ca~rid T A How~wr. no toil U T A if: a oew-Rin ~l 0 M Pni~otlen tram kNi~p ~o~ok. ~ ~ BN~ci~►q) of 29CFR Park 1926, Subpart P. nth of 54 pounds per ~I q~ mom! to p !o r~n~o~n loft talc a ~i1, 1) 1M soil it fbwred; or 3) Oai~na of sloping or benching shall be selecUd M~~~ ~ ~ 2) 1M toil it wbj~ct to vibration from heavy and be in accordance with, data provided in written fa Mi~AMwl a Mwi~n! w4*h might NN~ a hN in~c 1oo~lfc. Pile d~iva►9~ or amilior eff~cts~ or to idintify: Criteria that affect Nie aebction. the limits ~ ~ tiya~ i~ -l ~ ~ i_ =fit. t ah ~e~ruon n►w~ lei kit at I~t two ~..t tnm 1~..1~. a p~. ~ ~ ~ a ~ 3) 1M toil hot b~tn prwio~r di~turbrd; or use of the data, and Sufficient explawtory data as ne ~i~yp ~h a ~ p~ ppw p~+~crp~HpM, 4) ?ho soil i~t port of o sbp~d, loyst'ed ,ystem wMrr the assist in rngking a car rect Chace of a protective systey ~ ~ ~ ~ ~j ~ ~p ~ q~ ~ y~ ~ f~ At least one copy of the tabulated data idontifyi~g the b Y L. _ pN~if~~ Oar o oon^FN~nt P~o^ anA iM ►«newl d Iwri=o~ol to one v~rtkal (4H:tY) or grwatst; or R~yatKai Profeasio+wl Errgineer who opprowd tf►r infor 4 ~aINi1~e M of p M~ cars-Mw f~Nrn of g) TM niaR~ial b wbj~ct to otMr fc~ccfiora that waAl nquiro ~IwW be moiMoined of the jotait~ during the time the w NI~A~Mw ~ hpaan~p~ d~a~rw~ or oMK Amu ~ to b~ ckMlfNd a o Ira stable mat~~iol. b~in9 carried out. N~ duM~: ry pna~autlen~ Iaw bMn ioNM. ~ B 4) Excgvatans can be designed by a Req~et~red Pr A 'count p~^+on' rwnat~l of iM worM~ oa~olb 1) CoMNw adl with on unCOnfNwd compt~lM- En9k~er, Put i~ written form anC kept qt the wo~kafte: w1~M~ ~ car wlWn an oNn ~ rM~n prl~otM iw dnnglh grvot~r tl►an 0.3 bf (48 kPq); or include, at Iwat, tha magnitude and configuration of the i J ~ 2) Qr~~ler eoitNionlMt wilt including: an~tlor grovel ddamined to be safe fior the project and the nom of IIMno~wrd of ar n~ubrM~llon of «~wMn~ MiioA (~imil~ to c~tah~d rodcj, sik. aiNY k~am~ sa~d~► loam and in W~Proved tM pbn. nap one a Mind. wrr» ca~a„ ~r cb~r loam aid sandy cloy Ioam. - ~1~rs~ai~ Ivoa~on of uridrrpround in~laNa~ 3) F++hAoiMyr di~Nr'b~0 eoiN except ihoN which ~iII~Mt o~o~ud kwalii~ aaW~ would be clc~aA as Type C aro~. _ IMr~ra as 4) Sal tl+d nests tM unconfimd compnaiw ~I~, ► Iei1~n or ~tQin « mpn. a ooo~.~r... or wm~alion n~inmma ror typ. V O nit N wNhln Z4 t»t of an « wait aro M a bwah N ~ but is tiaund a ~ubj~ct to ~ibrallon, or G r t Nw hrt ar man dwp, aY ►ook that i~ not ~toblr, or 6) WlKiol lhot u pa~i of o elo~d. by+r~d mt~m wMr~ tM 1~ O ror "x'bt~ pu~p"a"~ i"d`~nq barrk+od~~' I~ dip ~nt° ~ ~x~°r°~°n ° '~°p~ ~s ~p ih°" MAXIMUM ALLOWABLE S Mnd a' m~enioal ~ignaN. or stop loq~. fow' Mxi~Eal to orn v~r~col (1H:t1~~ b~rt only if IM SOIL QR ROCK TYC'E~ a~ Ti~rt~nq and Contras fa I+a:ordow olrnopt~n inokilf~q ^10~~ °`M""~ ~ ~~0~"b T~ s. FOR EXCAVATIONS LESS T Mme' nMw «ui aid 4~r inN~o1~ toy V~~l► ~ Col~iw soil wikh on unconfined cam ~ _ ' L~~ - - - 3 ~ ~l pp~~.~ T- h~ordow by c •oonp~bMt p~non." Conlrrb inolul~ ) Pte"' STABLE ROCK VERTICAL (90 deg) ~r ~nd~d NhIh+N diui~q dMO~nt Mb b~N-bmtbm sb'~9th of O.b bf (48kPa) or I~a~; or TYPE A 3/4 : 1 i RNr 1~ a ~nNer ~caYOtio~. 2) Cr~anular x~ i►cludin9 gravel, sand and loamy sandy or 3). Subn►~d. ~dl..a'oil from which watu is. fray ~pi~~q:.or. NPE B 1:1 i j ~WM~ ~ ~ ~ ~"9, ~0°i"9~ °f ""~''~"'~'9 4) Subm~rged rock thol is not atabl~; or IYPE C I 1 1 ~2 1 ~ ~ y M a~jao~+t stn+od~ ~uel+ a buNdker. 5~ in o tlopr0, layefod system wha~ the lay~n cGp into _ 1 , r_ 1 " tl~t e~tco+~otwn on q ~c►pe of roar nor~zon~a io or►~ vuucai A14 V111LVY au~~aa a~~vu~v va nw~uucu i~~ u~v u~n► ~,+r wv ivr u~v YF7F,111{.:YYIC u~mtr v~ su u~wr NON--STRUCTURAL STRUCTURAL •sr u~ cur v i~ ~~ct~u~fu ~~v~ $iti Plpn~i~ ~ dt Q~sign A41:1~ or ~tr~~t igrt Subdivisi+~n PlvMnir~ ~ D~aign 1~#~E~ T~Et i SHOI~~IG - MlN ~ UM TIMBER RE Mixed oak or equiv. w/bending strength not less than 850 psi Douglas f~~ or equiv. w/bending : AREAS AREAS U~ 1~. ~ u - - cross Brxa F NON-STRUCTURM. STRUCTURAL 0 ~ TMIII~IA T F' MMi. ~ z Tronoh Horizon~.~l W~ of Tech F Spas:ira~; Up tp UP UY ~ A ~ 4.• ~ i - - - f Topsoil-6" Max PA~ E ~ . ~~-~'C~' FINISHED GRADE tlpl0d +x4 x~ r iM dx Yx Up Toe x4 x44x x4 z8 • ~ I s TOa 41t~4x4 1c ~ ~M ~ '~xs YPe A 5 upT~y ~x4 x1 x ♦t 4x8 y, - SEE PAVEMENT ~ WO To104xl, K• x r N• { ix ~ 2X4 Up 1otL~x6 x84x ix 8x6 i S~CTI4N ~'4R t~EPTH. ~ Up TotY ~xb x! ~ 1~ ~x { ix 4 axe ~i~ ~►72' ~ Up To~z~x6 xe ze xeex CJ ~ ~ ~ w 1~,~• _ UpToA 4■4 x~ x x x• ~ 3x8 Up~~ts ax44r x x 0x8 . _ ■ ~ Tq0 4xd Ka x Ox ~x t ~ Zxb A ~ P~ Up To£~ Ax8 xe~x dx 6x6 t~ ~ ~ ~ 15 UP To 10 .Ax xSbx ~ x 4 ~.~c 4 2.x6 CL ~~E~~, 15~ uPTu..'U 6x6gx 6•x ■ 6x6 V j . i o ~ `x' Tol?Ix~ x4 x 6x x3 4 1 iQ 4 3x0 Up Totl 8xB xg x 4x bx ~~L.l~ ~r i ~ i i R.C.P. i ~ ~ ~ cu ~ , . Tob Oxllx x i1t bM 4 ~xi 31t0 Up7o8 Sr68x6 x it 8x8 ~ ~ Ca v R.Q.P. PIPE PER i~ ~ ' ' ' 1.~,.,. ATM C ~ 74 Clill tU ~ 1S Y0a ~M x r~ xi t ~M 4 3M~ 15 ~pT~~ 6x66x x z 6x8 ~ ~ ~7 T010 ~x {x K 1x ~c~, ~ x1 3zA Up Tot~7 ez86r86x ix 6x8 f ~ r7 ~ CfJ To i2 1x• K x ~ x ~ 1At1A ♦ ~K6 Up To t2 6x8 x8 x ~ 6x8 ~ ~ 2 - rote ~ ~ tC') ~ BEDDING MI►TERIAL--i•~- • ' .~'W ~ ~ I ~s s TO DCT£ND 6" .a a~~.ow e~rroM ~ ~ CU ~ a ~(~J~ t OF FMPE ~ ~ ~ N O~pth ~ ~ ~ _ _ `Cross Braces . ' ~ 0 ~ T~fN9h M~~ WIIIh 9/ Thrksh 1~ V~'t. .yam,. Trenoh No~riQZ~o~ntal~ _ _ Width of TrNtch Feet W a ~ f Feet ~P ~ ~V UP 1~►Tad 4x64x x z x S ~x• ~ 1x8 ~PT~_6 4x6~x x 4x 8x C- ~z'wwr »'w~x OR QD .ii ~ . ~ c~ ~ .1 SEE NOTE t TYPIC~L,~,CP STQ~M, DR~1N TREN g 5 Upiud 4x64x8 z ix ix8 ~ I~Tod 4x~~x x K z S OKIQ S 1x6 ' T g 1 a fl ti~T•10 px !x M ~x x y xi ~ 1xt tOto ~DTolO_ 4x84x6 x x66x8 TRENCH' AND EMBEUM~NT TO 8E SUBSIDWtY TO UNIT PRIC WHERE THE TRENCH BOTTOM IS UNSTABLE, NOTE 1: UNQER NORMAL CIRCUMST CES THE CONTRAICTOR SHA EXCAVATE TO A DEPTH AS REQUIRED 8Y THE Np~ "g" ~~~~q~ F4R B~ADING AND IN THE HAUNCH ENGINEER AND t?EPLACE WITH A FOUNDATION ~T PRICE taF' PIPE. ~ $M MoM 1 ~ 1 ~i Sys note t R SMALL usE To6 6x0ix x « `x S txA 3 Y~6 T ~1 ~PTob 6x88x 6x 6x88x9 OF TYPE "0" MATERIAL. PLACE AND COMPACT ONLY WITH THE PERMISSIQM ANO AT tME DIItf~CTION OF TO ACHIEVE 85X MO'D. PRt'?CTOR O~ISITY. ~N~IN~~R SWALL TWE C4N'bRACTOR USE TY'P~ "D" MAT TH{S ITEM SHALL CON~TITU7E "EXTRI► WORK" ~ $H~• ~uNCH zoNE. iON OF' THE To8 6z06xB8x 1'x exd ~ w'rot ixtt~r x 'x x ~ x 6 Yx6' ~ MATERIAL. t5~ UP to 10 x{ x x !x Oc10 S x1 ~ 2xt ~g~ Up To to ex86xe x ~x ~x0 AND SHALL BE PAID FOR A5 EXCA►VATION. ~ , NOTE 2: ~GJ,SE((„~,~ STtIUCTURES-- WHEN STRUCURES (MANHOL W,gT~~~~~c~u~j~R _"r ~y~,`H IAIt.EfS. JUNC710N 80XES, E'T'C.) ARE 1AlITHIN STRUCTURAL X ~ ~ AREAS (AS DEFlNED' ON THiS SHEET)' CEMENT STAEIUZE/~ S1WD BACKFIU. SHALL BE REQWRL~D. USE CLASS 111 MAT ~~,Q~,~ . I"'~~~ ' ' „P E K C Q Pr PER IN ALL OTHER AREAS. - - l~ToA Qx44K~ x x x• S •xt ~ Jxb Upro^s sxsex8 x x 8x8 15~ !I'To! ~zd x~ x ~x K1 s 0x1 S 3x6 ups UptvB. 6x86x x z 8x8 spa Ls tIPTe10 X10 10 410.- 10 S x~ 5 Jxd 20 ~PTo_~o Sx88x x xeez i~ IMa i See_Noia 1-- NOTE 3: DETECTOR TAPE IS NOT REQUIRED ON pIP OR CMP. ~ ~ ~ over s.e torte (t) L r 1 TRENCH AND EM@EDMEWT TO 6E SU~IOIARY TO MAIN AND SERVICE UNE 81~ I'1~MS. I I a,c rw wiowM a ►~a~w M _ _ s~ .(~TU/~1 ~ ~ U ~a ~°f~ - _ ~ Cross Broces f R - ~jM D232 ~ --~9 - i Tt11~pCf1 Npl"1 aM1~01 oft F YM'k ~ Wrt. Tench Hon al NA41h of tench F V vM ~s N► Up YN feet (Feet) ~ ~ F f ~~,~.~5 Q,F EMBE~MENT ~~~F~L~ ,.l~dt~IEQIAL~ To8 6 x 6 .x6 x 6x88.x 'S tyros ~»e xe x x x e ex~ ~ 2x0. ~P V 5 I~Toi •~~~x x ~ x1 S tONt b 2x0 JV~II ~ 5 Up To B' BxeEx x 6x 8x8 S ~ ~ . A G G7A~+~~~,~,,,~,~T~,~,~~, „~,,E,~~~,Q Anyulgr, Crushed Rock, no flnea ~Q To 10 ip 10 WIO N b ~x1 5 2xA p Up Toto exegx x dx 8xs 5 1 - - ~ Mgular, Crushed Rock and sond, will graded , SIN NOON t SM Note 1 to minimize migration of adjacent soils. Little or no tt CLASS OF MATERIAL. COMPACTION REQUIREMENTS I U~1o6 I►xt M x x~~rN 5 14x1 5 2x! ~_~.~.72 UpTo6 ex88x x Ax 6x8 5 PER ASTM D2321-89 ~ili~9.Jl;. Coarse Grained Sotla~. Gran: Nat(w~ soils fro STRUCTURAL NOM-STRUC7URAl.. trench gonorally do not meet thI# requira~n~nt. Ths co may use native mobriols from the trench only offer pr 96X MAX. PER $5X MAX. PER soils laboratory test dsmonstrotiny complicnce. _ 10 _ toa A„~o ~ M~o~~~w b Yet s 2xa ~o uvros Bxe~.e x «aaxa s u m . . ril- 1~~ wa t g s.. ~aa ~ l 1 IV A OR IV e A5TM 01587 O ASTM DIS57 O L~ ~2 ~urcharg~) ~ 0 TO 4!C WEf OF 4 TO 4% WET OF Coorsa Groin~d Sai{s with Fines. Notiv~ soils ~P~'. 11~0~$YIJfZE OPT. MOISTURE thw trwnch nwnwrnlly de nn! m~a! ►hla r~~ulr~m~n~ Th l~ ie 1 x t #Nt0 MIO M19 Ai10 8 Z x 1 ~ 3 K ~ Up To & B x s d r 8 8 r eic10 acto 5 1~ ~ U 5 ~ S.. wcta ~ - r~ i 7A ~ d~ 1 ~O sa Note 1 _ _ fl i S" I I J CEMENT STABILIZED SAND MAX. PER 959 MAX. PER base W A: Select Material from the Trench consisting nsiatfnq of ow s1 w ~w~. (t> Over 20 see Not. (t) CEMI SPECI 710N M X558 ASTM D658 O Ftne-Grained Sods (tnorqan(c). Inorganic days of low t (SEE 7MIS SHEET) a TO 2X Wk? OF 0 TO 2x WET OF medium plasticity, gravely cloys, sandy clays, silty clays, J low to LA OPT. MOISTURE OPT. MOISTURE Iran cloys. This material must hove a liquid limit >bA 957r MAX. PER 85X MAX, PER o Piosticity Index and- Line: S~ ~*clticotfo 1A OR 18 ASTM D1557 O A5TM D1557 O (ASTM D2321-89) for details. pit >bA pond clticotfon 0 0 70 4X WET OF 01'0 4X WET OF OPT. MOISTURE OPT. MOISTURE Class IV B: Select Material from the Trench consisting Fins-Grained Sods (inorganic). Inaqanic clays of medl ONE TEST PER- 200' OF hiyh. play#ici#y...fot. clays...k►argcmtc silts, tinR sandy. oc a [S TRENCH PER 2' FILL soils, elastic silt:. osisting of t medium to TESTING 4y. oc aUty.. REQUIREMENTS Class V: Oraonic Soils. 1laterial__from the Trench- whic dogs not meat the requirements show. All rocks, lump ch which ks, lumps, n prior to 1 1 appropriate Of 8 Sheets I~lant List - (Sheet LS 1 Qnly) K~1► N.. cw~..~n N.r,. (eof~to.~ wm.) nelnc vaa» i~R. conx„w,c, ~~p0 NOTE: NOTE: ~P~~ OF TE ®p0 5 ~ y 3 3" Gat. Rtver Birch (8etula niaera) I~ 10/12' Ht., 3/4' Sp., I'1otched Atl Disturbed earth must be 100% covered with established For all areas labeled "Mulch Area", Qp;. 4 ~ • 6'-0" Cleo- Trunk Min., Contaiher grass or groundcover prior to G.O. of composted pine bark mulch ove Landscape Required Lands ~ / POINT CALGULA710N8 d 4 ~ Area", install a 3" layer R08ERT B. RUTH p tch over a weed barrier fabric. ~ 10 3" Gat. River Birch (6etula nictgra) ~c~p ~r,~pp 2° Calipe r Minimum at I' Above Carade. (STREETSCAPE REQUIREMENT) IC. 1434 4 3" Gal. Drake Elm (Utmua parvifolfa 'Drake') 150 600 10/12' Nt., 3/4' Sp., I"lotched b'-Ou Glear Trunk Min., Container .s ° 3 3" Coil. Drdcs Elm (Ulrnua parvlfolio 'Drake') 150 450 10/12' Ht., 3/4' Sp., Matched b'-0" Glear Trunk Min., Container NOn-Calgy T1rM (STREETSCAPE REQUIREMENT) ~ q Ike" Cal. Crape Myrtle (Lagarotroarnfa indico 'Watermelon Red' (ao ar.) ) 40 360 6/8' Ht., 3/4' Sp., 3-5 Gores, Matched, ~.a !s' ' ~ ~ ; Sits Ar~sa (Total Area) 133,60 x 'JO .3,686 Pointe Regylred Min. Cone Dia I", 4' Clear Trunk (STREETSCAPE REQUIREMENT) Nome Depot Landscaping (Existing) Buffer NONE RFAUIREp P 7 IX~' Cal. Grope Myrtle (Laeerotroemia indico 'Purple') qp 28p 6/8' Ht., 3/4' Sp., 3-5 Ccnes, Matched, i ~ / ` s 3 3A2 Pointe ~ ~ ~ Min. Gcne Dia = I 4' Glean Trunk ~ . ~ ~ 587'-30'/25 22 Gawpy Tree 'TiOTAL l~O~f1l~ gpJN~p 7~d@ CANOPY TREE REQUIREMENT (STREETSCAPE REQUIREMENT) N fb I~" Cal. Crape Myrtle (Lageratroemia indico 'Natchez') 40 640 (eo caiJ fe"li ~uCcne Di 5 =5~,~ 5~ Clear Trunk~~~ { + j 2 Ike" Gal. Ltttle C,em Maenolla (MaQrwl(a grandiftora 'Little Gan') AO 8p , ,~f__ ~ ~ 3,685 Totat Points x 50% 1,8 / ~ Exlsting Land 55" Cep i~Minimum at Nt.Above ~~Full ~ ` No Ezistkp Vogatotion to bs CIaMr~ / ~ Proposed La ~ 1~ NEW GANOPT TREES (caitainer~ l. / ` 20 • 150 Pointe (3" Cal.) j 9 ' 2 Ike" Gal. Little C,em Magnolia (Moenolta grmdiflora 'Little Gem') ydJ ~ Size Container for 6/8" Ht., 2/3' Sp., Full 1.5" Gallper Minimum at I' Above Grade. Sh1VO~ (STREETSCAPE REQUIREMENT) Q 34 5 Gql. Ela~aprws (Elaeagrwa ebbkigei) 10 340 24N Height Min., Rooted, Full r~4 5 Coal, Indlm Hawthorn (Raphiolepate indtca 'Clara') 10 540 12" Height Min., Rooted, Futl NEW NON-CANOPY TREES (contakier np5 ~ 36 140 Pointe Q x'45 5 Gal• 5~ ~srben Juniper (Juniperus chlnanals'Sea C•reen') 10 1450 18" Height Min., Rooted, Full ~i r - (...aLUn 1 SHRUBS (5 Qal. a^ larger) _ ~ 17 5 Gal. Var. Jap. Silver Grc~sa (Mtxaithue ainenaia Variegate) 10 170 18" Height Min., Rooted, FuII 250 • 10 Pointe ~o Ib I Cut. I"Iddv~ Cs~-ass (Miscmthus sinertsia "C~acillimua') I Ib IB" Height Min., Rooted, Full i 1 SHRUBS (1 qol.) 9oe N , ~b • ~ Point. s (NO POINTS FOR TNE9E SNRUB$) /J Till hMM~ (Lf 1) a39 ~ Gat. A.fQ, .Jasr„~~ T~ lospa,~,urr, aorakkurr, O O 3 - 12 Rurmers I"lin. Pot Full I 4 ~1- ~ Sheet L A°g N ` NEW CANOPY TREES (contaMer) (NO POINT VALUE FOIE THESE PLANTS) 54 I Got. Nnu ~,pld Lmtwin (2 ft. O.G.) (Peremi4l Gota-) 0 0 Pot Futl ~ 4 1 i50 Potts (3" Gal.) TIN' (NO POINT VALUE FOR THESE p1.AK1'g) ~ ~ NEW SANOPY T~F_ci/rmfRlC~ Lcxun 39,404 Sq, Ft. Co►rwrian Bermuda (Cynodon dactylon) 0 O Solid Sod, Weed Free TGTAL PIIOnOMD W~~MMG i~yi Mks (Sheet LS 1 OhIY) f`- ` .J If_ ! T t s 1 i ~ ■ s NOTE: 4 This Hatch Symbol Denotes Streetscape Plantings. v~ 4 - Variegated Japanese Silver Grass ~ i! ~ ,i r. 32 -New Gold Lantana 485 Lin. Ft. Steel Gurb 10 - Indim ~lau~thorn ~ 4. - ' 2S -Sea C,reen Juniper Pf- z - 'i`` ~7~ - - - _ Nome Depot Landscaping (Existing) \ - / . Q ~ ■ ~ ■ 1 ,Ifs _ L J ,r~ • J f~ J / ~ r. t , i 't~' l '31 i': :v.', F.. a2 , 21~- 1 - , V 1 ~ ~S ~ S ~ . i' , y } i 3\ ~ ~ ~j, i r~~ 1 i u/ ~N 42 -Asian Jasmine , ~ ~ 34 Lin. Ft. Steel Curb a"i a ~ I"lulch Area 1- 1 ~ ~ N , Q Lawn ulch ea ~ 1~ N - In an ~lawthorn ~ ~ N 12 -Asian Ja n smine ~x \ n N ~ ~ 2~i Lin. Ft. Steel Gurb / u~ i~ J \ 3ulch Area \ ~ . - ari \ ~ N V egated Japanese Silver C,r s ^ Q ~ ~ 24 - Indim Ncuuthorn \ r Mulch Area ~ _L_/ p~j 3' Dia. Mulch Ring (Typ.) ~ \ m : ` ~ _ t i :F, t ~ ~ a I \ ~ o I Little` Gem rlagnolia r f ~ LL, ~ ~ 7 f ~ ~ 'r`' ~ 2 Variegated Japanese Silver _ y rte- ~ ~ _ _ _ ~ - o , ~ t- ~ Z` I - Little Gem Magnolia ~ ~ ~ ~ ` 8 -Maiden Grays 8 -Maiden Crass r 1 ■ ~t li 1 ~ 25 Lin. Ft. Steel Curb 25 Lin. Ft. Stal Curb ~ ~ 185 -Aim J c+7 ~ ~ ` Q r } ~f - - . S C~ I ~ II -New Gold Lantma II -New Gold Lantana i - EI •O J r a' ~ • ~ ~ 38 Lin. Ft. Steel Curb 38 Lin. Ft. Steel Gurb ~ ulc#~ ~ t ' r n ` \ i s T L" Y ' t~ - r \ y ~ _ ` L ~ VN4'"~. r u' ~ 4 O ~Q - E~ Qg11U _ s--° _ - a ~ ~ oo ulch rea - _ _ } m o j ~ o N ~r ~ ~ a ~ w ~ ca rn Lawn J. n ~ ~ ~ o ~ N i r ' o Lawn J 17 -Sea Green Juniper - 17 - Sea Green Junip 0 . ~ ' i k~ ~ 167 Lin. Ft. Steel Gurb - 253 Lin. Ft. Steel Cu 21 -Asian Jasmine 26 -Asian Jasmine I - V~iegated Japanex Silver Grass I - Variegated Japane c ..._.____.V...,_....__~...._,_..___..,.__._._,.. _,.,._..._.._..,,..._,~_M.___.~.~._.___.._...._..__ J Z rj Y., ~ i r° _ . , I - Little Gem 1'1c~gnolia ,i f ,j r J L 1 a) 8/26/03 - RBR a 0 -916 0 - I IR J a Lawn CL) Q i CL) U 0 Landscape Plan J ~ Ref: None Scale: I" 20' North ° ~ Verify all dkr►wnions before construction. 1-111 ~ W Y ~ F R O N T A G E iz O A D r Sheet Number X % YX XXXX%Xx%%X%%xY ............._......................................................................................................................................................................................................................................................................................................................_............._......_...................................................................__..__._...__p_i..Y_i._--..............x.............. 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Z)viL r-n i w ~ nvv. r+vvv%->l ins rn nr►~~v~ yr I I ln I f UK 111t INITIAL WA I tKINti. tKlNti. a ~ 4 ~ 6 JM WITHIN THE FIRST HOUR OF SOD OR SEED VAN ARE UNACCEPTABLE PER LOCAL COOPERATIVE EXTENSION SERVICE 7 WEED BARRIER AND xX \ X STORE NUMBER orf TURF STANDARDS. INCORPORATE RAW GROUND AGRICULTURAL MAINTENANCE: LIMESTONE OR ALUMINUM SULFATE UNIFORMLY AT THE RATE A. WATER 1 INCH MINIMUM WTI PRE-EMERGENT HERBICIDE xxx M:. SPECIFIED BY THE MANUFACTURER. INSTALLATION. BEGIN IRRIGA NOTE: UN: %xz. \ p xx Lli xx: VIED PROJECT NUMBER 3 DAYS KEEPING THE SODD SOD INSTALLATION: IRRIGATION SYSTEM DURING THE FOLLOWING SODDED OR SEEDED AREA MOIST. i BED EDGE SHALL BE 6 BLACK COMMERCIAL ::xx; \ < W xxx: 12 PREPARED SOIL AS PER ALUMINUM EDGING WITH 12" SPIKES AT 3' ,r\ 112.014 xxx: / %xx: A. ALL SOD AND INSTALLATION TECHNIQUES SHALL ADHERE TO TURFGRASS B. CONTINUED MAINTENANCE { PRODUCERS INTERNATIONAL, GUIDELINE SPECIFICATIONS, CURRENT EDITION. OF THE SODDED OR SEEDE PROFESSIONAL LANDSCAPE ►NCE (MOWING, FERTILIZATION, WEEDING, ECT.) SPECIFICATION ON CENTER MAXIMUM. INSTALL EDGING x- xXx: xxxx SEEDED AREA SHOULD BE PROVIDED BY A >CAPE MAINTENANCE CONTRACTOR. ~ i ONLY IN AREAS TO SEPARATE RIVER ROCK WEED BARRIER , i FROM MULCH OR TURF. EDGING SHALL NOT n%x SHEET 2 OF 3 xxx; %xx: xxx: B. SOD AREAS TO BE SODDED WITH WORKABLE SIZE ROLLS THAT ARE BE INSTALLED ADJACENT TO SIDWALKS. %ix' 101 zxx? NOT BROKEN OR STRETCHED. SOD SHALL BE FREE OF THATCH. 0 5 10 20 xz%i xxxi xXx: so RL SODDING IS TO BE DONE IN EARLY-SPRING OR EARLY-FALL. ►1VER ROCK ADJACENT TD WALK _ METAL BED EDGE V' SOD SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVAL AT THE SITE. SCALE: 1" = 1U.00' RIVE LS2 0 1 SCALE: LS2 02 SCALE: NONE ,,ALE. NONE ...............e.........e. . r m....v o t , : n .e:s::° e . rs ,a am, ,...~.~.mw~a'."'"'E:°y:::::E~:3u ' nmmmm. :"'~~~.-s .:3:8:x. . ~e. . ; x?jx . . iCEv:E:E:E:E:e~e:~e`°~`.°.~'d5i?~°~ .e~ c: Wr.WS3~6& QB~~'tl 62~ ..°....a~~.. a ..E~B...nab S . ,em.e....... -~`?SB x?sxxxxxxxxxxxxxx"xx'"xx!'4~ ?s x. virs ""...e..e..... , . ena~u.,.:...... .:.:gin.. _...........a....e...ee.....: s':9~8~~°'~°' ....n.~.s... .ce~e~5E5?f..:.:.~..=.,pgetl~n.:.: 3.:.:.:.:a:::~i~:.. s.~ :ts.,886..i~ ..............~.e~999.90€.,.s..........................,,a.......~.... .......x , . 3 ~.e.~9.. .......a.eu8 C .....~.~oa E6~9 . %x: ::fix: ii Double Check Valve Assembly a5 IC a ve ox (Install as per City Ordinance #23g4.) as Ic a a ve u Enclosure-As Per City of College Station's Regyirements as Ic e er ox x qS I{ ~'ia5tic ~/alve Box =_j_ - _ - r' _ - _ ~ i ~Q 1~3 ras ~ loo i 1 e r Ura i n ~p-~E of T,~ ~a~ y i ~RJ i~ ~e i ~ ~ ..............~s e , 1~3 bb) p , - - ~~n~_~ ~ _ = = - _ _ - = - - - - _ - - - _ r (12") Plastic Valve Box i L y2" Master Valve : L ~ a i t ~ . ~ i L. A ~ id . Flow Out I I ~--I ~ I -I I- _ Water r' s ~ ~ ~t~'~ (to sprinklers) ('1eter - y f ~r _ T 4 ,f -.i I^ I I I-- I I I I I I I^-I I_I I I I I ~ I I I- -_I I I ~,~I I I I ~ I _ _ ~ r~ L r III- III -III =III -11.1~~~1_1~.J.J1~._I.1.1~.11- J l1-`~_ - _ri -i i_I-~.~ I ~ _.I 1_I _ ~ I ~ i i__ 11 ~»i_i r ~ T~ i s ~ _ ■ a i ~ . F 2" Irrigation Main Line r, r ~ i.. r~ i f ;~~i-- 7 1 h .r=~~ 3L ~ l f f xr `v l accum Breaker ssem b 1 y i S_ E, ti I Ref ~ None Scale: Not to Scale r~ . ti _ _ _ 1 i ~ ~ i u,~-- r_ . _.__.I _ _ ~ ' i r PVC Main Line Pipe i _ i _ r~ r_ ,t_.__ i - f i~~_ _ ~ ,I_~ I, ~~r-r T i i TORO GREENKEEPER i I IRRIGATION CONTROLLER ~ ~ w-~~1 Y_ _ i I _ i 1+ ` E - S - 3 ANCHOR SECURELY TO 1 1 I__l .I I l_ I 1 _ 1 _I__I - - L~~, ~ } E=~~ a} WALL. i- 3 _i' S. emote Control ~.t i i r' oro - 220 ~ •L~ 1 f v.._.. ~ _ i ~ Ref: None Scate: Not to Scale L ar_; ~r a d ,fi, 1 f ~ r T e ' CONDUIT FOR 115V POWER IL /P~~ +e~-8A' CONDUCTORS PER LOCAL ~ AND NATIONAL CODES 1 0 3/4" CONDUIT FOR r REMOTE CONTROL VALVES AND SENSOR WIRES ` I S SECURE TO WALL WITH U f r - I l APPROPRIATE PIPE CLAMPS FINISHED SURFACE .at-- . 4-, i I 1 6J. 1 i !.J`~ #3 FRONT RIGHT-SIDE ~ ~ ~M~ i 1: i J r 1 EGTION/ELEVATION SECTION/ELEVATION i i f^ N l,~ i t ~ • ■ r ~9rii Lr~~ nvs~-i rl tt ~ ~ - ..vim-.. w n c~~r--~ t v t • t t~ 1 1 1 11 ~ ~ ~ ~ r' 1 ~1 1 ~ / w~ ~ J I L t. VJ _ - •4 ,a ~f war ~ ; t. ~ . • 1 } ~~i. Ref ~ N r one I Scale. No t to r.- Sca e 4 . 7 , {~3 _ _ 7 , f,.~ • i L_ 1 ~ f 7-. .J fir,.%. i' 1 .ti r• It _ ! r z - Y ~~/'rte 1 1 E _ - s a ~ ~ 'i. + / y _ •t s _ i. i~ ~ y 1 S 1 7 1 1!' i ~ U 1 t r `i r.y 3, r i ~ s~ .C V `f ~l L ~ t~ ~i / , :'s 1 W Q 1 =1~ ~ U ~A'"'~ N ri - v l U C f0 s_ Ji ~ 1R~ J I ~ ~ 1 w 't1 i- I _ .r- 1 i 1 1 1 w F ~ t ~ , LJ~ t ` ~ ~ i E , ~>r~ f ll i } i i i as r'' 1 o ~ CL" ~ 1 n f 1.- m - ~ ~ .v © a ~ ~ cv I ~ i !t_ - 1 sT r ' i ~r i 0 M r~ L~ 7'- m . , ~ co ~ 1 I . ~ ~ ~ ~ L1 ~J~~ 7 J rn ~ , e-i ~ r r 1 u ~ ca, > a,~ 1 c!) ~ ,r- t i v~~ N 1 1~ F L ~ ~ ~ u~ ti o~ , ~ 1 t7 ~ ~ ~ 1 ~ ( l1 _ r., ~f i~ i 5 t~ s R. t , ~ S - 1 ~ 1 ry~ w ~ ' J • O ~ "J _J~ J 1 S f ~ a M v._ T "1r"" ''V~ i' y t r 1 Q J~.~ U1 \ N ~ ~'r'.= tx ~ 1 3 r ~ ~ m W 5 0 rre_. L~ L j~1 0 J Q _ w ~ i p S - o* c 0 1 L rT r .r.,, ro ~I YY j t t j~"-~ ' cT L•~ c~ r I `i i I ~~i w I w L N lye Kevisions: NOTE: 8/2(0/03 JMR CU All irrigation components yhail remain within property lines. q/4/03 JMR U . " . 01. All main CU -=.M•- wed by a 02. All later 03. All fittin pipes / ro 04. All wirin got ~o • o - , rri 05. All sleev 06. All valve Clods and debris s;te. Sheet Number 07. All valve i.. - x- the a Re - None Scale: . V&S-fitv, HWY ~ ACCESS R p A p period of North c~ Verify all dkrwolom fore construction. 08. All irriga rte. with the city guarantee 11 ~ i Sheet ~ n~ =k v....r ~ ~ ~ ~ t , PROJECT BENCHMARK: Square cut in back of curb at Cheddars parking lot entrance. Labeled BM #1, Elevation=281.84 F ~ N o ~ ~ 6 ~ 6' ~ ~ , lP * X= 263947.35 Y= 376560.76 O o ~ , ~Q ~ ~ LL. ~ ~ . „ ~ • L4YOUT TABLE 1 1 , 1 1 1 1 ~ • F • • ~~1~► ~ ~?a • s Point Fasting Northing Point Fasting Northing Point Fasting Northing Point Fasting f _ Y i Yl 7 Li~ i1 1 ~ ~ r iR.!!~f • i Q ~ ~a • f O ~ I 1 / ~ ~ 1. ~ , s~j~ • • 1 264139.18 377211.70 86 263996.28 377394.59 171 263989.60 377532.02 256 263921.56 2 264223.31 377284.18 87 263984.86 377407.$5 172 263992.50 377536.42 257 263970.04 , 1 U5 3 264197.42 377274.76 88 263980.03 377409.63 173 263986.37 377546.26 258 263980.49 uy t`+ , ~ 1 / ~ 1 , r , 4 264155.76 377238.86 89 263981.35 377413.40 174 263987.08 377546.97 259 263983.90 5 264144.45 377251.98 90 263976.03 377412.74 175 263986.42 377547.73 260 263986.83 1 , ~ ` 1 , ,i , d 6 264141.80 377249.69 91 263959.07 377432.42 176 263982.82 377542.73 261 264006.37 , 1~ d ~ ~ ` ~ ©~U~ 7 264139.51 377252.34 92 263972.73 377444.19 177 263981.73 377541.71 262 264006.36 8 264126.40 377241.04 93 263972.89 377443.77 178 263980.75 377542.84 263 264006.07 ~ ~ 5` , ~ t 1 , a D ~ 9 264182.90 377291.61 94 263985.95 377448.70 179 263987.83 377534.65 264 264009.51 -Pii + ~ ~ 1 0 1 1- 1 1 w 10 264184.04 377292.59 95 263987.65 377444.17 180 263988.54 377531.62 265 264019.71 11 264183.50 377293.99 96 263990.72 377436.02 181 263987.65 377531.28 266 264019.07 1, o ~ , ~ ~ ~ , m I_ 12 264204.07 377301.82 97 263991.20 377438.96 182 263987.83 377530.80 267 264021.36 13 264149.35 377291.42 98 263993.88 377437.75 183 263973.15 37752527 268 264024.63 7l I ~ ~ ~ 1 ~ ~ ~ ~~N C ~ ~ ~ `~~3.c 14 264148.00 377290.26 99 264011.52 377439.40 184 263972.97 377525.75 269 264028.23 f 1 f ~ ~ ~ ~ o ~-Ij , ~ ~ ~ ~ ~ 15 264145.06 377293.67 100 264010.03 377443.30 185 263971.02 377525.01 270 264034.60 16 264141.65 377290.73 101 264012.86 377447.13 186 263965.10 377526.17 271 264032.83 / } 1/ 1 ~1 / X. 1 / -1 , , , 17 264138.12 377294.83 102 264015.54 377445.91 187 263971.76 377523.06 272 264033.30 lr it 1 F 11 , r 18 264141.53 377297.77 103 264024.62 377448.80 188 263976.24 377512.63 273 264033.12 19 264138.59 377301.18 104 264026.03 377452.09 189 263942.77 377500.02 274 264038.85 f 1 ~ ~ , ~ ~ 1` ~ ~ ~ ~ 1 20 264150.33 377311.30 105 264028.72 377450.88 190 263942.87 377499.74 275 264039.02 ii ~ / t p 1 ~ 21 264115.08 377352.20 106 264033.34 377449.63 191 263931.02 377495.28 276 264039.50 22 264126.30 377361.87 107 264041.90 377455.85 192 263928.69 377497.98 277 264039.88 o ~ 1 ~ ~ W 23 264129.24 377358.47 108 264039.21 377457.06 193 263917.29 377497.36 278 264034.21 24 264133.44 377360.07 109 264045.42 377435.62 194 263907.17 377509.13 279 264022.70 rte,- _-[t--i i i~°_~ r~ - ~ lJ' ~ 1 , ~ ~ v ~ , / ~ / , ~ 0 ~ Q c 25 264153.44 377307.57 110 264046.55 377436.60 195 263903.76 377506.19 280 264022.34 ~ to ~ j ~ / / ,t , i ~ , ~ / 1 a I 26 264139.89 377302.41 111 264047.53 377435.46 196 263900.82 377509.60 281 264021.97 27 264181.29 377361.63 112 264063.10 377448.88 197 263895.70 377505.19 282 264012.53 ~ ~ N / ~ ~ ~ , ~ ~ , ~ M 28 264164.68 377355.31 113 264053.72 377459.77 198 263898.63 377501.78 283 264015.94 L i 1 ~ ~ ~ ~ ~ ~ a ~ 29 264163.44 377358.58 114 264052.39 377462.03 199 263895.23 377498.84 284 264013.00 30 264160.17 377357.33 115 264055.08 377460.81 200 263906.89 377485.31 285 264028.10 i„ r -A~ ~ ' / 5 / ~ 5 / / i` ~ ~ 30 e- ~ N 31 264156.93 377365.84 116 264068.96 377468.27 201 263914.08 377491.51 286 264034.32 r ~f a , ~ / ~W~- i ~ 4- 1 ~ ~ ~ , ~ i ton 32 264158.33 377366.37 117 264071.65 377467.06 202 263915.02 377482.06 287 264043.21 33 264157.35 377367.51 118 264077.49 377461.28 203 263935.19 37748420 288 264044.81 »x. i_ / / ~ i. o / % ~ / / ~ , ~ . to O , W o N W 34 264173.25 377381.21 119 264072.29 377467.31 204 263922.01 377487.77 289 264042.94 i; ~ 35 264119.71 377443.33 120 264077.42 377474.91 205 263921.71 377490.76 290 264043.64 36 264105.70 377431.25 121 264092.84 377480.78 206 263923.98 377492.72 291 264028.64 a ~ ~ 1► `~J 37 264104.72 377432.38 122 264093.37 377479.38 207 263923.39 377493.41 292 264031.26 i ~i f , 3 ~ . . ~ , ~ ~ ~ ~ ! rn j ~ / / i ~ 38 264103.57 377431.42 123 264094.77 377479.92 208 263921.87 377492.10 293 264030.79 39 264096.25 377439.92 124 264095.47 377478.08 209 263920.57 377493.62 294 264030.97 I _I _ ~ ~ti?~r ',mot - - ~ ~ / ~ ~ ~ 40 264099.70 377442.80 125 264094.07 377477.55 210 263913.50 377494.12 295 264030.18 41 264096.76 377446.21 126 264095.05 377476.41 211 263904.36 377504.73 296 264033.89 2 5 / / ~ / , 42 264078.55 377423.69 127 264110.61 377458.14 212 263903.60 377504.08 297 264026.38 ~ ~ ~ , ~ 51 ~ • 43 264074.76 377420.43 1~8 264092.00 377479.73 213 263902.95 377504.83 298 264029.46 44 264078.03 377416.64 129 264120.50 377480.40 214 263900.10 377502.38 299 264071.85 ti . ~ t. 45 264056.06 377397.71 130 264124.99 377480.50 215 263900.75 377501.62 300 264070.24 Q~ r. - - R ~1 x ,t e,~.,~` r 46 264052.79 377401.49 131 264123.39 377484.71 216 263899.99 377500.97 301 264066.04 47 264049.01 377398.23 132 264137.92 377490.24 217 263910.67 377488.57 302 264063.19 t t r. r~ / ~,i ~ `~titi.W1~:-~t 48 264048.90 377398.35 133 264115.15 377550.05 218 263914.53 377487.03 303 264067.40 i - - 49 264052.69 377401.62 134 264100.66 377544.53 219 263946.81 377487.$7 304 264065.80 50 264049.42 377405.41 135 264099.06 377548.74 220 263955.69 377464.31 51 264071.39 377424.34 136 264094.85 377547.14 221 263938.96 377458.01 - ~ s- - . 52 264074.65 377420.55 137 264092.01 377554.61 222 263938.33 377457.77 53 264078.44 377423.82 138 264096.21 377556.22 223 263940.12 377453.64 r•~ : ~ f 54 264030.12 377381.84 139 264094.61 377560.42 224 263936.71 377450.70 1~, 55 264028.39 377377.69 140 264109.10 377565.94 225 263955.81 377436.21 ~ 56 264031.33 377374.28 141 264061.07 377471.84 226 263962.15 377447.78 4 - 57 264019.98 377364.51 142 264065.78 377482.61 227 263965.55 377449.06 58 264001.03 377336.79 143 264063.10 377483.83 228 263966.82 377445.70 i i Civil Engineering 59 263994.27 377338.74 144 264060.82 377495.79 229 263970.23 377450.83 ! ~ 1 Hydroulics; Hydrology; 60 264005.25 377348.21 145 264058.13 377497.01 230 263869.53 377491.89 61 263995.79 377359.19 146 264055.85 377508.97 231 263907.79 377524.86 , f~~ ; N ~ Utility Plonning & Design ~ ~ Site Plonning & Design 62 264020.26 377380.27 147 264053.17 377510.19 232 263864.22 377499.31 Street Design Subdivision Planning & Design 63 264026.46 377373.08 148 264050.88 377522.15 233 263856.58 377512.36 j ~ 64 263973.19 377350.91 149 264048.20 377523.36 234 263813.87 377487.32 I i e 65 263943.21 377356.09 150 264050.79 377524.34 235 263851.53 377519.45 i ` _ ~ ~ ~ ll! v ~ ry ~ ~ ~ ~ / 66 263946.02 377355.60 151 264057.62 377526.91 236 263872.51 377534.81 67 263951.99 377359.18 152 264039.24 377529.78 237 263873.45 377533.64 ( _ L rn 68 263938.01 377371.86 153 264041.81 377535.46 238 263872.20 377532.80 69 263971.20 377369.97 154 264042.12 377535.32 239 263876.08 377527.01 f 70 263967.09 377371.81 155 264042.98 377537.22 240 263879.69 377529.70 - ==-j.. i ~.~J 71 263970.49 377374.74 156 264046.24 377556.79 241 263882.63 37752629 ~ _ \ 1 r (1 - - - _ f 72 263948.82 377379.94 157 264039.52 377554.26 242 263906.01 377546.43 ~ - - - 73 263953.53 377385.23 158 264033.19 377551.75 243 263903.08 377549.84 ~ _ _ _ 74 263955.84 377392.51 159 264030.06 377543.07 244 263906.49 377552.78 F w 75 263958.46 377389.48 160 264028.16 377543.93 245 263905.76 377553.61 ~ - r" 76 263961.07 377386.45 161 264027.30 377542.03 246 263904.63 377552.64 z., - 77 263963.68 377383.42 162 264027.61 377541.89 247 263903.70 377553.81 78 263972.50 377408.42 163 264025.06 377536.24 248 263889.14 377542.26 _ - 4 3 79 263975.49 377405.71 164 264023.35 377535.64 249 263887.28 377544.61 r ~~a i !1 t ~ i ~ ~ t 80 263978.42 377402.30 165 264022.05 377541.65 250 263886.10 377543.68 81 263988.54 377390.56 166 264019.36 377542.87 251 263885.17 377544.86 i ~L i . '^l 82 263991.95 377393.50 167 264019.38 377546.14 252 263925.62 377569.26 f 83 263994.89 377390.09 168 263992.14 377523.83 253 263929.03 37757220 ~ 84 263996.02 377391.07 169 263989.86 377529.89 254 263931.97 377568.79 1 85 263994.39 377392.96 170 263990.34 377530.07 255 263933.64 37757221 ~y-~ 58 i• -LA i' i ~ Y 1 ~ ` Scale: - _ 1 inch = 20 feet , _ / ~ ~ iY+ { - i r / ~I 'X / ~ ♦ ~ / i ' 7 ~ t . _ _ / J _ / ~ r.. Y^ C.i~ / V~ ~ . 'y r~~ r `s / ~ / k _ / I 1 ~ / ,4'e / ~ / / s ~~~y # ~ -,Y - c!~ . ~ ~ it l ~f ; 8 , , 'F' ~ 7 'r _ - ~ 71 6 < _ ~`r r 5 - - ~ 4 ~7 38 ~ t~ i 1 ' h rs _ ~ ~ 7' 1 ~ _ - - ti _ - - , 13 ; 22 . ~ ~ - ~ - } u 2a 24 is r r.. f~'Y - s , 4 ~ ' i~ E~ r , 1 i 3C' 7 ~ t %i'~~~' P II I _ _ i 1~ `mac'`' a r ,t 10 29 3 _ e r s g.; S 9 3 f. r 'r r r - 34 27 12 S -SIP ktlP ipP a~ . i 12-SS 12-SS- s- 12-SS 12 -5'- iv J~---- - i v L s - ry f i ~ it V*„ PROJECT BENCHMARK: Square cut in back of ~urb at Cheddars ~ ~ti. N M• Irr •MII yr rr~ ~ 4 ~ r wrr +vr +.r w w r ~ . y. rrr rw w ~w w .r ~ ~ 1< .Y r ~ t ~ ~ parking {at entronce. Labeled BM ~1, Elevation 281.84 lj ~h`1 / 1 ~ / / r"` ~ ~ ~ ~ ~ Xa 263947.35 Y= 37fi560.76 ~ \ ~ ~ \ ~ ~ y 1~. / 1~ / 4 r / ,Ors 1 ~ ♦ • • . • t ~ ~'w : Q: Off; X% ~ ~ / 4, l ~ ~ O • t~ \ S ~ - i F~ .i~~^S~a ~.!!ivjn:r,: ~:lH i'h,;.r, SA.M. F~. a f / 'r0 ~ ~ .lrk.•,.: i~.r. +r: y~ i.`:'~,.r.~~ :y e , S ' i - 1 • d ~ ~_4'f~Y-;~•~'ii,;. iii'. R,:'1;~.~~ .:Et.:..j r~~A:Y~'~~iL~. 15.4 ~ l ' ~ _ 1 4, ' ~ ~ ■ z r_ ~ L \ 1 t L _ j - ~ ~ ' ! $a ~ i ~ ~ ~ ~ ~ t ~ ~ ' \ Z - Ii i E.--..' F ~ _ ii \ ~ i\ L t Y - - ~ ~ ~ k f 4 Attach Filter ~ ~ ~ ~ ~ Secure Wire Fencing ~ Material to Wire \ J f ~ - to posts Fence and extend it \ ~ L► ■ into the trench. ~ \ \ ~ r- 1 t W + + { t _ ~ i ~ 'S ryF 0o ao ~ .t~ f yr, ~ ~ \ ~ S i r. it _ x ;~~v .~1~;~~t Ground Line ~ ~ Ground Line ~ ~ ti F ~ ~ _ rs i { g Existing Ground ~ Existin Ground ~ rylti:~- \ ~ _ ~ilte, Y - ~ \ _ i Y ~.p., L Wooden or Metal Post, Wire Fencir~g ~ _ Min. 3' Length (1 1/2~ exposed) Silt Fence, "Silt Stop's or approved ~ \ L ~ ter- . max 10' spacing equal Min.24" Ov~rait tr F Ground Line 6" x 6" Trench EXISTING RETAINI Bury toe of Silt Fence - - 't•" c_ , k 6" below proposed grade Compact trench backfill to prevent "washout" ~ ~ f r rr "t 1 i_ _ ~uF Existing Soil~~ - X; r~ - ~ ~ti r S~ ,~~r' ~ GEPIERAL NOTES 4~ F- a Z ~ i , L 1. Woven wire fence to be fastened securely to fence . z post with staples. r ■ 1 2. Filter cloth to be fastened securely to woven wire , 1 'i~-.~~ fence with ties spaced every 24 inches at the top and ~ midsection. ~ 'F r ~Y~ c 3. When two sections of filter cloth adjoin each other, i ~ ~F ~ 8-. r, I 9:. they shall be overlapped 6 inches at the posts, ~ ..~t and folded. ~ ~ 4• t, 4~ - q~ ~ .~a Y :::M Fr.~ ,.i "r. ~i , tt ~ c~ .rra tii ~ ~ Ya'' ywt!: w. Ja<'s+ y'"f y 't ;R ~h j j:. ,.f f = ` ~'r.. wy,rM r~s .M+YwM V t << i 1 ~ .:~i'., r h s f a. ,.r~. ~}`'i:t~S ,41r•.x;` • ya .ter s:.~' r w ' , ,r , r.. ..M 'it Y 1• < W{.J... V yA!~~~ ~ .J• .i. ..1y.'r ~1 ~M. 7~4:, :y •N• ~{ty, ..s " .r•. r ~~ln'' i , ti 3' 'iy7 r ,•..u •.?ii, Yr, .A r is .y;;'.,. hr. ,.s..- w !4r. ,tyl .o• 1 7r" r I . '•r. .'r` r y / 1 • 4 f t '~1 J.. •i . 3.. r . r'.. - f. :J yj.•. c~;ti1111~ : ,W ~..1';~ ` ..t+laruw' ••a r 4 '~r•• A h. .r. r .•t t . ~•g: i .i •'+t 4 r ~ r-:•= ' . „ _ r.~ n t, •`9 . •tir. rt. i:.. 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M •rr. w ,r •w +w «r ..v .w w w w r A, ~ rw s.wr w w a+ rr a~+ ws, wM ij ~ w 4•r 'rrr' r.r' ! 1 I ti•~ ~ t ~ .Mr y~ ~ ~ Y ~ w V'4 Y y ,r! nw w i .w w. r y N .n w r w r M K _I rw ,~r.ww ~ ~ .r w 'r w w.rrr.• r 'w w• r ~ / ww .w r, w► w wr w... r. w~.•...•. + 1 ~.~rw.~I 1 r_- ~ _ N M. ~ ~ Mi. •N nn • M~r•1r •IY ~M MllIr MIME' .ar n. , 'M. a' w .y R tir W ....•y r w w an r w. .►r'. w f r r ow w wr. w rr ♦ w w't w w rv. ww w w •'r w y~ ~ f M M1Y rTr' N W ti M r r•,n r!'wM.M r ,►i1~.y~rMyM wn.~Y/w••1.1Ni~- A1r ~•~M ~ ,41• A Jv1 1 ~ ~ - `~4• ~ - ~"~'.r' r• wrrww r r'r w•• rr rr, .'r. w~. w. _ _ _ _ ...~/4ILw r.A.,•,.w,.. r .w r• .w eAr w r r• r+r..•.m+r• 00.._ •Y ~ [\/\•Y1_ IW r1 M M 1r•.,~, p M' r- .r ~ _ _ r .s r i a." .rt- t' . _ i j_ I c_ _ ^r rv- z-r sya t ' ~ .yam ~J .,f` E iF~ ,i , e,.S Y 1 r 3. i Curb inlet, Grate inlet, or 1 4, Junction box. 1 ~ F 1~,~`~~ _r ~r i vel Filled Geotextile Ba s 1 Peo Gra g ,11 Min 6" Height, Laid end to end ra 1 ~ i6. e ti - ' r~ r a~ _1 • 1111,~L~`` 3=~ _ r - .e ~1 NOTE: F(~R INTERIM PERIODS Of r~ {'1ri a CONSTRUCTION, SILT FENCE PLACED COMPIETERY AROUND DRAINAGE INLET IS f:S ` - RECOMMENDED. Z- { 4 t i.► ~ 1NL,E_~__1" 'R~TECTIQ,_N Y Symbol NTS IM.tpoteq F~ 14 MoY 2003 - 2:53 pn y` - 1 , i~ - _ ■ 1 1 f 1 - 7• a ~ ~ i t, is responsve tor competing ana ruing the appropriate Corms. v ~ O O Of 8 Sheets s _ - - 1 I~lant L+st - (sheet LS 1 Only) ~ ~ r~ N~~~~~~~~ ~ V NOTE= • s~♦~ • y w~► ~~q► seg. ewm~ ww+. ~e.to,ios was) ~ vim. r+~. e n,~„«~e. ~ ~ ~ For all oroas ic~beled "i"lulch Area", ins of composted pine bark mulch over a Landscope Gal Req~red ~andscep~n POINT CALCULATIONS ~a",. instal 1 d 3" layer RtRT RUTTY! . tF~ 10/2' Nt. 3/4' S Notched 3 3" Gal. River BM~ch (E'lstula nlcgrc j 150 q5p P~ b'-0' Cleo Trunk Min., Container ~Ver a Ut,~eEd barrier fc~br-ic. •~~~~'~~"~~"~''~~~~~~'ss*~~~~~~~ ~ 434 ti~•~i t0 3" Cal. River Bineh (Sstuto niaQra) ~5p 15pp 2" Co~lper Minimum at I' Above C,rade. OS . . ~,q ~ (STREETSCAPE REQUIREMENT) ~ - . z~ o~ _ 4 j" Cal. Drake Elm (U1~rws parvifotla 'Drake') F50 G00 10/12' Nt., 3/4' Sp., Matched 6'-0' Clear Tnrnk Min., Container e Gofi~ulation~ t ~~v~~ CPha~e ~ . ~~,y~ 3 g' Cel. D►wke EM (Ukrw~ parwlfolia 'Draks') 150 450 10/12' Ht., 3/4' Sp., Notched 6'-0" Clear Trunk Min., Container / . ' , Slts Argo CTotal Ar'~n) IDi,1E5~(P x30 3,K0 Poht~ R~grM~d 1. N 3, tb5~ CPftors i t) 11,176 / toQO - ' (STREETSCAPE REQUIREMENT) trod ~ ~ ~ ~ ~ yr~ 9 30 Ciol. Cr'aW PM'tlt (l,.ap~rstrowrio indico 'Wof~rn'~tlan Red') 40 360 6/8' 1-It., 3/4' Sp., 3-5 Cme~, Notched, Nome De t Lmdsco i ~ ' Bufier NONE REQUIRED 1~ P~~'~9 (Existing) , , ` strosc.caps C+au,r ~ Fro.~tooa) 5e7~ - (Driveway) 3O' ~ 5t'' t ~ ~ ~ Mks. Gme Dia - I", 4' Clear Trunk x300.3,342 Points Regdrvd / ~ ~ 1 597'-30'/25 22 Canopy Tress R~ ~ T+dfK POMITD 1~ ~ LYL CANOPY TREE RfQU1REJ`IENT ~irod t ~ t~ ~ s - -F_ (STREETSCAPE REQUIREMENT) P ~ 7 30 Csed. G'cpe 1'1yr'tls (Laper'ftr~oernio indico 'Boslw~n's Pink') qp 280 6/8' Ht., 3/4' Sp., 3-5 Gmee, Matched, Min. Cme Dia ~ I", 4' Clear Trunk (STREETSCAPE REQUIREMENT) / ' 3, KO Totcl Points x UO% ~ I~rO T ~ E~cisting Landsca 1 No F~istkp vepstation Lo be Clainwd ~ ~ IL 30 fsat. Craps MYr't!e (L.a9er'~troernio k~dica 'Natchez') 40 640 8/10" Ht., 4/5' Sp., 3-5 Gores, Matched, iL Min. Gore Dia a f", 5' Clear Trunk ~ ~ ~ ` I~fOpO!!d ~..GfIdS Sheet LJ 1 ~ 15 Cast. Little Guru Ma~oUo (Mavwlla armdtftoro 'Little Ge►n') 40 80 Sire Container for 6/8" Nt., I/2' Sp., Full * F NEW GIJJOPY 7REE5 (caMak~w~) / ' ~ , 20 • 150 Polnb (3• Gd. i 2 I'S Little Girn Mtp'~olb (Ma0'wUo q'+a~difloro 'Llttit Csarn') .10 BO Size Container fa' b/8" Ht., I/2' Sp., Full (5TREETSCAPE REQUIREMENT) r' i /~'~J~ NEW NON-CANOPT ?BEES (contair»r) Li. ~IAIs i i ~ ~f \ ~ ` 36 140 Potnt~ Q 35 5 Gaol. ElaeaQtu~ (Elara~u sbbir~si) IO 350 24" Neieht I'1in., Rgoted, Full i i ~ ~r ~ °.~HRlJBS (5 poi. or tarQsr) N j 4°' 249 f 10 Pb(nte 7 f~ 54 5 Caul. Indioi NourthOrn {Rephiolapsia indlco 'Cla+a') 10 540 12' Height Min., Rooted, Full i i SHRUBS (I Qol.) N IG I I Points r 143 5 Gal. 5eo GA~Mn Junipw' (Junlp~'us chlnensls "3~o Csr'een') 10 1430 18" Height Min., Rooted, Full Lawn T, 17 5 Gam. Val'. Jap. Si1vK Gr'cso (Mixo~thw sirwnsis Vo-iegota) b 170 18' I-I~i~ht Min., Rooted, Futl . ~ ' ~ ~ r L t N ~ ` rr r+wM. (u Ij i 9p9 ~~E ~ v- _ _ ~ 16 I teal. Maidwt Gruis (Misto~thus eir~n~(s ~Cs~nclllimue') 1 Ib 18" NeiQht Min., Rooted, Futl 4 (►n Parirs Fee naESE sass) ~ ~ ~R+A/1/ COViR' _ ~ J- ' 494 I Gat. Asim .Jo~rnine (Trochslospermum osloticum) 0 0 3 - 12" Rurx~er'z Min. Pot Full ~~a Para v uue Fod rH~ Purors~ I T •K I Gd. Paremiol Cola' - to be cktermir'~od 0 O Pot Full (NO POINT VALUE FOR THESE PI.~NTS) ~ r-'~ ~r 1 ~ ~ -T -__3~ T- , $ ~ 4'~ / ` LauRt 39~~104 54, Ft. Corrx~~on $irTnudp (Cyrwdon dattyton) 0 0 Solid Sod, Weed Free ~ t s ~ 0 ~ ~ t 1 7~/1L NIOl~lD LrY~O~C'llrNli ~~~~Ii M+f~ ® _ ' - (Shiest L5 I On1Y) ` ,1 ~ ~ ~ , 9°~ • N Y ~ / i' F~ 1 , J • gas ~ i N ~ j , / r t_ } • -Z. ' , This Hatch Symbol as r A ~ 'ti ` / ~ N L~ ~ ~ +c.r- Denotes Streetxape :r7 ~ ~ ~ ~.r" s _ i PIQ1tIt~8. o Q ~ ~ / 1 ? ~ ,_r ~ , c- \ r"' f 4 - Variegated Japanese Silver Gross ; , 1 ~ ~ ~1 1 ~ 1~ \ i U 30 - Perawiial Color ~ I - ~ ~ } ~ j w ~ - ✓ f j 485 Lin. Ft. Steet Garb i ~ , / ~ I 10 - Indira Ncwuthorn ~ . ~ 28 -Sea Green Juniper . i~` ~ / I MMkf irtJi t, ~ err. ,r~ rr. m!• _ ~ ,1 1 1 1\ ` . - 1 4,~ 0 ~ w ~ o4M ~'N~ ~~`<tti 1 " 1 -J 4 14orne sc ~ Ex isti _ _ q :.,k `r, 1 M X J 1 } 2 "'`a~ ~ n9 n9 - _ r - 'k:r 1 J J ` ~i~ ' ~ i^, ' J .."f 1 f' J'I. . vt~ f s ~V', ~ ^V ~ "T J L M ~ ~ ~ 1 1'~/ ' -"'~'1. v r l r ~ lr,, 1 ~ _ c f o / ~r r r , ✓ ~ A T,~a ~ , ~ 1) ' a~~ a`.~:e / ~1 ~ • ~ , r f V 1 i ~ t~ t "i 1 , 1, t~ 1 . . V ~ 1 ' 1 ~ 1 1 .i s ~ 1 . f ~ /1 ~ ~ ~ , , ~ i -J.~T'_ tti„; 3 1 ~ t t ~ ~ 1 i ' , 1 1 ~ ~ ~ ~ 42 -Asian Jasmine ~ ~ y .,w- N ~ 1 34 Lm. Ft. Steel Curb ~ ~ ~ r, ~ ~ • ` ; N , Mulch Area ,,i► i ~ ~ r~ ` 1 N ~ , h A ult ea c~c~ , ~ ~ i - I an Nt~,uthorn • ' .r - ,1 ~ 12 A9~an .~Q.St'f'iine N ~ ~ c~ ~ m. Ft. Steel Curb 1 29 L ~ ~ Mutch Areo ; ; , Q ~ ~ ' 3 - are d Ja se i I er r s ~ ~ V Sv G ! { n~ N ,1 ,Y a ~ - I N horn, 24 ndian awt _ . ~ ~ ~ ~ t ,1 ` ~ Z ~ l 1 ~ ` . I"lulch Area ~ , 1, (13 , ~ , ~ Q i` C ~ , ~ ;1 3 Dia. Mulch Rf T 1 +~i YP , , , ; ~ , 1 .r' ~ , ~ l 1 ~ , • t ~ • ~ ~ ~ ~`,t`,. 4 Lawn . . f ~ ,i Lc m ~ 1 - S_ t _ ~ ~ ~ ~ , - ! r ass ~ 2 Vane ed J se Si ve Gr a ~ ~ ~ ~ a~ 8 - Maiden ass 8 - I'1aiden Grass Q d ~ . y _ oc 185 A ian Ja it ~ Lm. Ft. Steel Curb 25 Lin. Ft. Steel Curb ~ 25 a k . i d i' 1 - l a m _ p F a f.~ 8 Perennial Gol or 8 Perennial Color ~ ~ / .u:, Mulch ~1r ~ . ~ 38 Lm. Ft. Steel Gurb 38 Lm. Ft. Steel Gurb _ y. r. 1 ~ ~ ~ 1, 1 ~1, • ~ t ~ . f ti i f'1 ~ ~ ~~r, e~i r ! ! ,,t. `i - ~ , El ~ ~ . ~ - - r` ~ o o . ~ _ __w . _ _ 1 flp cr inch rea 4C ; ! w _ ~ 1 ~ .w Q i ti ~ to 1 Lawn r ~ ~ o ~ ~ ' ~ , ~ . r' . - f, i ~ ! f I N t . r• P P ac w , ~ . rf , , : i r,%. i,~ , C Lawn , i, ~ _ 17 -Sea een Jung r 17 Sea r en ni Gr G e Ju ~ ~ s c~ . 1~7 Lin. Ft. Steel Gurb 253 in t l r L Ft. 5 ee Cu ~ au - - Ji 21 Asian Jasmine 2b Asi sm'rn an Ja e ca. ter` m I Var d Silver Grass f Vane ated Ja e~ ~ 9 f~ ca u~ 1 Date: 2/0~/C~~ v . ~,I Z7/Lb/V~ KC~K w..,, Laura A J~ .a , , /y1 w 1 r w 1 ~~y M~ . . Sheet Number R... r Y~ P ` ~ V' t ~~I ~ T l - O T A G S R O A D 1 in ' J 9i` - _ N W Y ~ F _ - 4 i 1. Sheet I of 3 ~ a ~ a! r ~i r . ~ . , r ` _ r . btu t r - ~ ~ ~ 4 4 - _ , r. , d _ . a , ~t ~ F t~ ~ 1 r ~ ~ , ;c , ~ , r .ta ~ y; ,fir :r a*',. ~t y`>y3' _ "j . `a a ~ A yp z 1 ' `1' a , 4 r.x",r ~ to x. i ;,.c;. i - h4 -L.•. . ~ ~ • , ~ ~ . r - s:a - € ~ ~ - $ µ r 7 h a ♦ +j t \il a i ~ / " , .~t~:~{ 4 ,s 2 a AA" . ~ . , ~ ~ t r.i.: ~ i , } , .r a t , , r ~ s v, ' ~ r: _ w. 1 ~ , ' i ~ ~ as ~ a.. ^~*,y , _ - t 'a. _ - * ~ - _ ` l' ~ ~ .~'+t. ~ 3.,~ 1i u ~ „ , i~ 8 t : i ~ y ~ ~ r ~ ` .r 1r : ' a ' ' l ~ r e t 4 ice,. ,r <r m a - , . + k ' ~ a.~ t f 4 ,y~ ~~gg 4 4~. J, ~ - „ • , t , ~ ~ a. i `~IDf~ y ~ ~ ' _ . r 1 . ~ Ly1 h.-'. \ i i t ) . _ s ~ s. r . n- pr t . , . , ' _ F t r.. a ~ - ~ i r Y . y r . , 1 r ti ~ ~ , " , ~ ~ «.i - . ` . r ,r ~ ~ t - 1. 7 ~ ..k i ~ a . , , y ~ ~ 1 ,r y ° fl~~ i Y r FY^ r I ' a .a' • 1 i+ ~ , r F , • , x ~ ~ k.fi- ♦ ~ , ~ . 1. ,G'~' `a - S. i ~ ^ ~ dS 4 ) .SY ~ . ` j t s, ~ , _ ~ ~ 1 . ~ ~ ,w ~ ti i } ` r ~ • e ' ,r . • ~ t' ,r z. , a t~ ~ ~ v 54 - ~ .C S , ~ , i y~ • . - ,rte ~ ~ . - # ~ , • r • , a r . c k, r. ^tp . 1= iI ~ ` ~ . , k . « ~ , r ~ r i 7/' ~y 4 , o t, ..t , r.' , ~ - .5 , ! ~ , to Y i f' ~ a . , , ~ Lv. , i + y, i y eti a, r ,E_ ~ ~ G. .fit 'i" ~ , w ~ ~ ,x: r a , ~ \ ' .,..r _ . t a . " ~ 5 ~ ti ` 1 r i ! a- 4 .r.a. 1 t , • ~ F } ` ~ ~ ~ 1cr 1 ~ ~ 1 f ~ J. 1 "I: 1 + ' a 4 .,y T ~t • ~"+~~y~ ~ :;'1' ~ ~ t 1 ~ R ~,y~ r r ~ t ~y - ~ : ' j° e ~ ~ i a ' i ~ _ _ - T c a' ~ Y x 1~ 1 >a~ , . t? r4. y > v.~ ' Y~ 1~ _ rrt~ M ~4 l - 1. ~ ~ ~y k:r kfj v~l~'; x`.. • et3}'r e a.t - ~ i - ~ ~ 1 ~ , • 1 ~ ~ ~ ' - , ~ ~ ( . f ,rf ~ r► • } . ~ , • ~ ' 1 , , i ' e , 1 ~ _ > _ t"i R j Irv , , ,1_.' , u ' ~ ri, • • • tit Al' F,,.: l ~ t ~ '1 tl' 1 ~ , r ,T r . 1 ~ ~ yi l _ ' ~ ~ • ~ 1 ~ ~ ~ , } ~ ti \ , 1, 1 ~ 1 ~ ~ ~ ; `:z e - N f • ~ ~ : ti t ~ ~ . . a. E ~ ` • y ~ ~ , - ~ ~ ' y ~ ' ; ~ ~ t . ~ ~ , ~ J' ' - _ F- ~ I~~ M ~ 1. < ~ ~ t o ~ ~ 1 ~ t ' ` - . y kM1, ~s 4 y. ~ Y: ~ j t}~ - ~yt , 4 / t _ ~ - ~t 1 9 ~ ' 1~ { 1 , 1~V~ t~~ ~ ~'x , Ark;. s. l' ~ Y .~t ♦ ~ ~ ~ ! ~ ~ : ~i} w w 1 t •a k IAS+L. • { . \ ~ ~ t . , ~ ~ 4l .s i t ~ t , . . , f ~ L - ` i~ k 1 , ply ~iy 5 x , s ~ ~ ~ ~ ~ w . • ~ , ,M i ` , _ < r ~ , , _ , t{ kv.. ! E ~ ~ r y i - h r t 4 LL• a ~ i i ~.i - ti"K .y It ~ ,4?d,~ Qy ~'i S 1 ~ I+~~ S. ~ ~ ~ / ~ r'+1 ~ , - y r' . t ~ 'F ~ y ~r- n ~ „ ~ f ~ a Y ~ ~ ~ 1 i .i : M e }fie 4 ~ rx ~ ` i t a r . t. ' ^A` Y t. ~ 4 t.. ~ ~ i ~i i ~ i - ~ 5 , t i _ t k Y. v \ ' ~ - _ y ~ . y" t C'1F _ \ A r a y a k ~ ak x . ~ . j . s:. ~ ; ~y , ' ~ „ ~ ~ is9w. { - ~ r aa: a ! i... - ilk: _ - 1 ~ 'b 4 ~ r~ .~/l; ~ ~ iy ~ ~ i " ~ ~ - ,r . ~ . t , ' T, l , . is . ~ t ~4° t ~ 3 rL ~ a Y . ¢ ~ ' rv fit' ~ ' ~ - 1 y ~ r ~ ~ - ~ ' s , -0 - ~ . _ u 1 a ~ ~ ' ` ~ ~ ~ tr i a i i ~ ~ ~~t ~ ~ :l K i 1c , ,t: ~ lY'P. ~ a .,a.. 1~ ~ ~~C Stan ~ Ala... r ; ::,v. ~ Y f . ^ 1 ~S ► ~ ~Y J 1 11 'f ' ' ~ ~ 1 ~ I ry ~ I, k t. ~ y rr i ~ ~ _ _ v , ~ ; ~ j ~ 1, ~ ~ ~ " ' - 'j ~ # - ~ ~ ~ ~j/1E~rir~nl 1 F. ~ } ~ ~ / `t M a _ 4 + ~ ~ ti ~ i IS',~~'* ,r,w~.a •~f t r * "tv. ~^t` , ro. .a.r r. aµ,.. e p~ ~ ~ ' ~ x * i YAK €JF .1! . r ~ ~ , ~ ~ ' r, r ~ , R4 ~ ~t~ t ~u rFx~, + • . " ~ t 4 [ N ~ - + - ~ 1 . I ' - ~ k ` ~ e ~ . e ~ w. Ian ~ R ~ ~ ' jt • 1 ~ ~ - , v i ' _ . ' ~ - ~~~t 1 Y.' L ~ ~ i ~ ~ y, ~ , s ~ ~ ~ . r s"~'' s a!c t T.~ Y 4:~aw ~ ~ 1 - 1 ~ ' 4 • ~ , t n i ~ K y. T ► t i ~ .f MIS. Z r, i i ~ . , ' ~ ~ , ~ r. f , M . ~ , ~ `p, ~c , ~~ItiIwI1~IMM l~ ~i11 ~ t~ ~ ~ A.~ ~ ~ , ~ ~'I~M~I i1 A~ ~ ~ ~ NMI Igll ~ , z • , , * s , I c t.;~ ;sxa ~ _t.. + , '.fin:: :.c y ;'F~ _ ~C ~e~ at • ram, ~ ...r.._ ,v; , , , . 1 r , ~.1 ~ ^Y. ~ ,r~ ~ ~ ,~,.a 7 ;i'. , ~ ~ i/ ~ I ~d.. i Y ; t,__ ~I Y v~ 7~ K - ~~y .s ~ 4 - - , ~j - . 1 ~ , _ _ ~ , , , • ~ , , ~~"~f~ j » , . ~ ~ +.~.~y~s ~ i' :•~illfs•~ r.rrrti.w a ;r Y ° "'~w.•,-r y~ : . IR ' • . i . ~ , S t" . r r: ~ rt r r s ~ rt`~ r: i r' ~ \-•f . F r, , t _ - ~ T ~ n, - ' ~ ~ • . r' : _ * ' A ~ ~y ~ y^ r " µ ra 1, . ~ 1x..r+.. 1~~!"M:~ ~k.R. ~ . ' , . c , . ~ r `.v Y ~ •`.~'r'^•' a. a:~' ` 41 . , vd 1 : , . . i= i , it 1 . , ~ r - } a a 01~ ~ K ~~`y s rF : ~ ,t- u ye ~ ~ ' 1 YA. 4 ■ t. k M1 ' t t ~ # r x ` J s r ~ ~ p tie ~y , s ' .c ~ f - - - ~y~ - - e r N` 5 -s nx t ~ - r ~,;;?t ~x ~ _ r • . ~ .r+, s~+. °J . 3 ~~y y a, z-_ ~ • < 'f :1` ,.,Y.; ~ yid y. ~4~. " p r:.~ , L. d'R i' f ' ~ ~ s r , ~ ~ S. ~ ' , f „ ~ ark C~`~~ ~ r; 4~ , F 1 ~ at`. ~ . • ,t L~ . i . 1 ( h,y ; ~ _ F k ~ Y ~ ~ i; ~ r • - ~i1' ~ . ii' ~ ~ ~ ~ .t r, ~ . I~~i . 7.. wry ~ , ~ rf e Y;. ~ X' ~ r ~ e~ ' ~ ~ - a t.. rr ' , • . Yeti ~ ~~a • i ~b ` ~ c :y~' . t j , , w 4 ~ , _ ' r ~ , r ~ ' i . _ ~ - t . ~ } ~ a• r h ~ - , z t. . n ~ . _ - ~ a: t _ . r' iy , . . e _ . , t~ . . x ~ r. : . , r ~ ) . 5.,a9 I e't rte? 4 ~ + ~ ~ _ s t W , r < , L t ? 'i ~ \ ,fir gy~.~~ { N 4, y ~ • ,t ; . ~ F • • Mot 1 y • ~ { . It ~yyii IZ , - 1, 7 t . r ~ 1 hr , ~ .p r w* , 1 a ~ E . • ` _ a ~ rr ~ . . , . W-x . , _ r,> ;r r ~ J- - - a a v. c ' - ' . ~ R t - ~ . ,r w • r. , { s ~ • . x~ , >1 , . ~ y~ r i~ i ~ , ` I 9 ~ ! it , _ , h n , . J~ r ~ ? . , g.~ - r , I:,A w ~ . ' n. .~'r ~ 4 ' ~t A .s J r ;a ltd r :M 'fi;~ ~ T~, rk 1 .x ~ k, r Y•. : ~ c . ~ ~ i . f F ~7 .G~~~•~, `s; s, r'. u.~y~ ..yy~yr~ .~)~y`~r;_ 's ~ s. 1• ~1~ >r ' ;+1•v L"'. .Yak ,w. ~ ~ F~~ S"'~.~ 7'~'7 ~.5'I ~ '4i ~1 N+ t ~ . a ,t a + ' + . Required End "isloc~d is~o~e Leo: z ~ so sgrt. ir~~~to~ t~~r~os ~ . ~ r~ n - ~ Y f : _ , . _ . Required Extrp ~ Regtared ~ruf isi~nd Are4: 720. sgft. 1~ °~9, Y ~ ~ war y yy r - ~ ~ F v w S. ~ - ~ 1 Y , o. -Y 6 ,d,--! l Q.N.. ~~1".. •R' ~ 'j y' f, . , A . ~f ~ ` ~ j r U ;t !~~"U_R,F j~~t ~ TM' . - t1~' (65sp/ t P~' f 8 Total Required 4Nas~ Provided In~er"~• Isl . ~L~LfJING` AREA: 37Q0 ,~Q FT MAX !~P~'~8Q sq'ft, ~ 780 sgft• Requiret! Extr4 Syr! , r l a x - r _ ' 'i S. 9 - Q. K o. 0 4 d 4Nas~d V.M~eo: 2940 sgft (25~/ 1 ~s~'~~ 18Q soft: inn 4nrt e: •t : ~ I f ~ 9 FYI , , ~ i I < J ~ r, . ~ l } ~y , , , F n - .r`. ~ ~ a ~ - . v , ~ ~ . ~ . • R~QUIRE~ 1 SPAt~~ FER 100 SQ Fi') 37 5PACES . r , ~ w , , . _ , , , ~.a y. , , '4ViD£D' ~ '33 SP~G'~S (PHASE 2) - . f, s < ~ ~ a {~:1 4,,, v. ' ~ _ ~ # t , ~ ill x { ~ ; . _ ~ 4 .t . < ; r '^""r" T S v ~ +F 4 H~ 5`P1lC~~ `YYlTM BUiLDlNG LAYOUT _ a ' 11 "».Mfi'Y t P',.=: R h.. o-1 f; ' , ~ n i ~ ~ , - , . r F' ~ ' 4. i~Y y . 3 3 n 11~~ , y ~ ty .,r i ,yi Q)..: - rk ~ ..'n. I ~ - kr6 ~ ~ 1~ p.Y f~ ~ j~ ~f, 1( X' r . , 7 3 ~ - ~ ~ ~ n xy,., ~ r , ~ w: ..e'i; ,gin, , ° :;try . yf ..ii s.. f, ~,Y n - ) ~ .4'~ g , - ~ Y'N~ .a ` I;S ( Y'r. r~ ~..A .1.e 9'.t . ,r `q5 - . , I w .u 2r": ".~i', ;Wig - f '~.r'~ ,1 ' , ~ iY; ..I Su ~ ~ :'~'aW' o. ~ tS~ ''k+y ~,~TM~ .k apt. 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