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HomeMy WebLinkAboutCEDAR RIVER TRAIL PHASE 3t 1 O+_I 6/410 ,67euG'�'N TDir OF OANK o �KAzIEI� FE15 NX FibAMWNPrLUSt V1. 5 SLo,05 ALL s GDNG. WALKS AT 2% T�' gV lr 1� s��t� �5-1, ALL 5 AMI N6 V 5HEE�► It L•3.4CE W Ln 4 W9 !N eo",,jqd�CL! (:� �D� I°A?tNN FLU^ -I O ?�' AS P FRftr SLM(p j f MIN. ems' OF SX1STCr 24t1 �,r� t ►?Q E 10N Olf-MW:. F.AVQ6 CAUL v �k A1r-'A" •;A�..L (p IG � � , AU K �Y GULF STA'ES ,, &E Arrgox. (,pOt IN I.E •© P�c'H 'T` K a�GI E,� C� co12p, TE A Alai. s5401 P ►Ne M.653. LAMP AI?GH "I7 FIELp S7AKE. _ r UI 4� 1 0R %AL.. {l� EL A5 NIA?�U�"IZ$ i5.' OF fl�H. - 'ir�r �{el2 3t,51' _ WA' 9Lt7pil WALL "` uNl!M O►# S ?`f'? ♦�— ._ _1---- I�tl litDe► i ALLOW 2'-,0 jr.- N Uj'I L►TY V U�: �, o 45 - A .I A%&E. T M. VAULT, AN�L.F Gy 0rim KAGK y GONG GUt r ICMCl 1C < 3 V�TION YlAL` - 10 Le MA 69AVEL _ =�G �A�N _ _ . • Cr ,X; UN � r0'N t x4iN!�!M MN�EN LO4$4N ANC WILI_I/' 00 . 'll- G 5PA?% 9J\/aX GONG. � M 4'APep PIPAINLIkE AT 1 `la WIN . N miw LONG,, WALK S N ' • ��IMit�.+�iK' �•I� '�' T'IIU �•, dfZ N . L*N W.0 L Gv 1-1 RE - 41"TGH IAS IN TYM A. GONNWT V1576 NANUNE- SeF. SHeeT L.-1 OF ClW1 NAL pgAW'65• SLOhE !�Y NEw X4llj'WPjM Ar I%,,'p(M * M, &XiSTG' S•tt l" CLEY. Q0 r 'IT�e AgeA su 3o °` V > ENl� NSW Ut2�'�-GU'"'EI2 Nd OF _EXIspr& Y � g�t4 A -A gl.�� � Y. C.277A'00 Mainline in lateral ditch. ;i Mai nl i ne — � .••-r�-'�"'� 1 " due north of valve marker _ —�4 1 System 0: valve box.... _- __..._._.O _0 —.p 11� O �f�� o— O —� 1" i 1 l 1 1 1 .4. Mainline runs through middle of planter bed. Quick coupler = 45" from north wall; 10'' west of path; F � 1—L L i i�-ice--� l �- u' �� �1�� li(2Y 1��2 �4 C-Quick coupler = 32'' from lst head; 47" west of path. System 0 strainer = 1' due south of valve marker. System N: valve box = 1' due north of valve marker. valve marker = 57" from sidewalk; 28" from quick coupler. �� Pressure reducer valve "N" = 14" west of path; 16" north of llth head from inline drain = 5'-10" due west of bridge pillar footing; 10' from City �r�2 ��V ��.(� Bout end of System 0; 14" NE of quick coupler. -- — main. Double check valve assembly Mainline - 10' from point where 12" aas line goes thr ugh ( pressure reducer = 15" due SE of double check valve lox. s System E: valve box = 14'-3" from 5th head from south; 31 -6 from 6th head bridge retaining wall. - S' from south; 7'-4" due west of path; 15'-6" due east Mainline 450 turn v 'v Mainline = l�+' off of road. � of property curb; 27' off of top of river bank.y'� .�y..F S- °J °'�� quick coupler = 1'-5" from east end of valve box; 5'-7" due west --- �i Lam' Quick coupler =due east of double check valve box. s Q of path. 6AL- �ctt;� � Mainline = 19' off of road at this point. — -- — -- -- -- N �2 - t� z�iz 1)7 Mainline 450 = '-9'�- m cl sest steel railing post; 9' from last steel ra ng post f r pedestrian access to bridge. - - tom" NT OF OI NWT IN Mainline in System E lateral ditch. L��1l�!� ,{t O�I�AY NEAP l71 �•Hp Hl-Tnp W VANI�L � � _-----� . ---- 1--- -- " g1 k'o, Spy NO=L. �h Mainline = avg, of 25' off of top of river bank. LtT�2 u�LVE1°RV��I��II5�1't�i ,,. � + ���`� � � - �� � M �it-_____ N. ,,�stem D: valve box = 3'-11" from lst head on System D; ' y 48'-8" from last 211 head on System E; 50'-6" from far SE corner of Eagles .�f ` Hall; 5'-5" due west of path; 2' due north of quick lCLIN , 'r►!�; IN S1M� I.A W'�F ✓4�1.E. AYpID p(I, ►v�IN UNP t ii�7 i `'W coupler. 'AL< W� %F'. ---- --- ru- ine from lst head on System D; 16" due south ALL A �.Y 1ta ET i.."1 ANI?L'(4 (3 ` dlZi� A�. �' of valve box "D"; 6'-7" due west of path. AMY Q co ' �.7E��.�,, quick coupler = path. from lst head on System D; 6' due wept of " lam' SNE�.'j' L-' (7j --------- path. �T N4T-E a PLAN'T1eAS »Lrl�I� . "'''C�MI 1. a4i•( T� VV LL(�. K� 0? 6N t ,_ALL VA TI!�?, i �inl t o PM &A,HEO�At H&.1X ��L* UrVr N ,,,q OOM �T Za4 �M To WIII..L1Amoen • ALL S APPL.`� G' 10 eVAHFIETS I..- $ L - 4,� ;:115 L.- I G OF o�1_ ` ;� ► . APPUf " 6 1 �. 0 1 s7 64N< �'L�I NCB - L ICI-�T1 �iG• I 4AV4 T N z O W cc m v W Y V W U m z a c O z m O 21 W F- As Built January 22, 1980 EM2 OF7 TO WELLS STN ftAY — � I t�? I- TO 1!AONStJN - -- �Lwt � I I w I I Pseudotsuga menziesii/Douglas fir 5' - 6' ' - 7' B&B Pinus contorta latifolia/Lodgepole Pine 4' - 5' J' - 6' B&B Iberis sempervirens/Evergreen Candytuft 30'' sp. 1 ia1., 2' sq. spacing Arctostaphylos uva-ursi 'Pt Reyes'/Pt. Reyes Kinnickinnik 30" sp. 1 gal., 2' sq. sp. Hedera helix/English Ivy 30" sp. 1 gal., min. (6) 12'' runners 2' sw. spacing Escallonia 'C.F. Ball'/Escallonia 1 gal. 12"-151� -)gal. 18'' - 24'' Thus aromatica/Fragrznt Sumac 2'-31, BR Viburnum davidii/David Viburnum 1 gal, 12"-15" ?3 gal., 15'' - 18'' spread `,iamnus a1teranus/Italian buckthorn i;�;', i!M'•'c,,'' I gal., 18'' - 24'' Aesculus carnea/Red Horsechestnut 1-3/4"-211, 6'-7' - 2-1/411, 7' - 8' B&B Lawn Seeded Gleditsia Triacanthos inermis 'Moraine'/ 2" - 2-1/411, 10' - 12' B&B Honey locust 1-3/4"-2" 9'-r0' goo x -, . . . . . . . . . . . . MA'i�N L1NE '�� 'V � O F I ON It`ITF SEC j' T Z O I O X As Built January 22, 1980 O 40 90 120 160 . I I f- W Z k. 0 W W Z, f' Z N W �cnWQ a C y 3 Z Q Ull 0 W 1X m C+ 4J Y U W U M z a 0 0 z m 0 W 1- W J a U k AkrA IN51GE Z7W LINE I01,6ATES 1<*X. �j � �o 4� • 3 i�AWw � x � �'�,� N�� E7f�t :11a� _" — ----- v PLANT L I : T SYMBOL BOTANICAL NAME/COMMON NAME - _ �ilTW-._�. -----_. Hebe buxifolia/Boxleaf Hebe 1 gal. 8-10'' 5 gallon, 15" - 18" Cistus 'Doris Hibberson'/Rockrose 1 gal. -10'' 5 gallon, 15'' - 181, Dianthus deltoides/Maiden Pink 4" pot, 18'' square spacing Cotoneaster 'Saldam"/Coneaster 30" sp. 1 gal., 18"-24", sq. spacing. 'Agapanthus orientalis/Lily of the Nile 5 gallon, heavy - Penstemon barrettae/groundcover 18'' sq. spacing. Parthenocissus tricusp idata/Boston Ivy 4' oc/10 oc 1 gallon, min (6) 18'' runners Rhododendron 'Carita' 12-15" -21" - 24" R. 'Ria Hardj izer' 12-15'' 18" - 24" / R. 'Loderi King George' 21-24'' 24" - 30" R. Orestrephes 12-15" 18" - 2111 R. August in i i 12-15'' 2111 - 24" R. 'Rosa Mundi 12 15'' 18" - 24" 11 11 - -- II - /�+j R. Williamsianum 12-15" 15 - l � \ iLF.A S S7A19`1' ?� R. Yakusimanum 15'r - 18" R. 'Cotton Candy' 13-21" 21" - 24" R. Davidsonianum 12-15" 18" - 21" Nandina domestica/Heavenly Bamboo 31 sp, l gallon, 12'' - 1511, 30' sq. sp. Z Mahonia aquifolium 'Compacta'/Compacta 31 sp. 1 gal, 12" - 15', 30'' s . sp. 0 Photinia glabra/Japanese Photinia cnl., 12'' - 15'' w Quercus ilex/Holly Oak 1_3/ 4_2,1 7-8' X2" - 2-1/4', 8' - 10' cc Quercus virginiana/Southern Live Oak 2" - 2-1/4", 10' - 12' Lage s t ro.em i a indica/Crape Myrtle 15 gal P.. WI l.L.IAM`- dI- P .0 '7 y� --- _ i POOL. PLANTEgS ItZ„; j1W011 1 IAWN i Nymphaea(Purple) - Waterlily I Heavy roots Iris nseudoacorus - Yellow Flag Nursery grown roots Platanus acerifolia/London Planetree2-1/4','2-1/2','10-12 2-3/4"-311, 121'- 14' B&B Prunus subhirtel]a 'Whitcombii'/WhitcomL 1-3/4-21,19-10' 2''-2-1/21', 10' - 12' B&B t\y Acer rubrum/Red Maple Cherry 2,2-1/41,19-101^2-1/4" - 2-1/211, 10' - 12' B & B hq� '• � __ :Cornus nuttalIii/Pacific Dogwood 5-61, BB ?' - 8', B & B Acer buergerianum/Trident Maple 15 gal., 7' - 8' \ - Crataegus 1avaIIei/LavaIIe Hawthorn 1-1/2,1-3/4'',9-10"1-3/4" - 2', 10' - 12' B&B Pyrus caIIerayana ' Bradford '/Bradfordl i/2,1-3/4'',9-"1011-3/4" - 211, 10' - 12' B&B CE - Pear , _ ' 1 1 Magnol is Kobus/Kobus Magnol is 1-1/4,1-1/2,6 7 1-1/2 - 1-3/4 6 - 8 B&B Prunus Lus i tan ica/Portugal Laurel 24"-30", BB 5 gal . , 30" - 36" Clerodendron trichotomum/Glorybower 3' - 4' ' - 7' -Hamamelis mollis/Chinese Witchhazel 3' - 4', BB 4' - 5', B&B Oxydendrum arboreum/Sourwood 3/4" - 111, 6' - 71;1" - 1-1/411, 7' - 8' B&B Magnolia grandiflora 'Samual Sommer'/ 15 gal., 8' -10' �f�►t�UEIJ ��t��:-F L - 1� �0 ^A K IAs Built January 22, 1980 0 40 BO 120 160 W O t t z ILOo= <o 0F"jC-) rz l7°;Q vW W Zr- V7 W Zr 0u a Z�� h- 3 ir �W z u Q IJ IWZ w 0 N NZ EL JI cc WFm >W zU (U ,go o� DY°o WFa UuW i4 uick coupler = 92" from concret7bcks i �1 iTnl51Ddr in = P -2" from concrete blgcr! LA W u te 0 I �ooDo00 `�' o Io o�o�rClo�� As Built` January 22, 1980 0 40 90 120 160 N z 0 W M } m C W Y U w U 0 z m 0 W F- Q G W J Q U N • IRRIGATION EQUIPMENT SCHEDULE SYMBOL ITEM BRAND/MODEL REMARKS Point of Connection Equipment as per detail - - - - - - - - 2-1/2" main - Class 2_00 PVC, NSF 2" main - Class 200 PVC, INS' Lateral _ Class 200 PVC, NSF, Size as indicated, min. 3/4" diameter< Rotor Pop-up lawn head Rainbird 37-RC 13/64" Adj. nozzle, part circle, vandal resistant cover screws. 1_ C- Rotor Pop-up lawn head Rainbird 31-RC - 13/64" Adj. nozzle, full circle, vandal resistant cover screws. 0 Shrub spray head - Rainbird 171-D' HP - Standard nozzle, circle/part circle pattern 'Mr t'i" as indicated. < -0 N < 1` Shrub spray head Rainbird 2400 - Standard nozzle end strip � Shrub spray head Rainbird 2400 Stanlnrd nozzle center strip < + < o II � < 1I � T Shrub spray head Rainbird 2400 FLT-H - Fla` -ray half circle Ncn O --0O 0 Lawn Pop up spray head Rainbird 171-D-HP - Stanc;iri nozzle, circle/part circle pattern -`+ fU fi as indicated. OA Automatic control valve Rainbird EFA series - Size as indicated in valve schedule. Locate C+ o w - quick coupler at each control valve 0 11° 1 -CD immediately ahead of valve (on supply side), --' °, a CD for purposes of au tO, control val ve 1 ocati on. - 6, � � - I If l L(1.control valves are immediately adja- I CID D cent to each other only 1 quick coupler C+ Z o required per cluster. Install as per detail 12. Controller #1 Rainbird RC-23' -Wall mount, install in utility cabinet, as per �.OJ o 0- N Q manufacturer's recommendations. `+ cQ �� ro o75 �t Controller #2 Rainbird RC-121 - Wall mount, install in utility cabinet, as per � v (D M U' MAIN manufacturer's recommendations. r �' J Q � � N Quick Coupler Rainbird 33D-LVC - Install as per detail 13.r Nqk U1C+C I11 Key Rainbird 33 DK - Provide 3 keys each with Rainbird SH-0 � ,- Ilio -CD Swivel hose ells. r+ - �p Manual drain valves Rainbird MAV-1" Provide 3 Rainbird MVK 30 key. Install as per o ' 9 specs and detail 14. N icc 0 o U MI�f�K 1 _ 3 CU. FT. Conc. min. _,v IA����� - Thrust Blcck - 0. N ��y Gp N �� Sleeves PVC ,I . D . twice diameter of insert pipe . O OAK � I°Al !�N - ��°��� ��� u • II J� • : III • 1 ° it • • i I • ...j u- WV, 0- _ Cn C ► r , ro1� o� ovNN to N Q 0ct 3 " ❑ PRV - PRESSURE REDUCING VALVE Wilkins 600L, unless otherwise noted Discharge essure range 25 - 75 � ,size as 'Q o ---- ----- pt2`/ �/ I �05 MIN - -__ -' � - U indicated valve schedule. Install on supply N side of val e s). If for one zone/valve onlyct �� hl N �ApJ.oTc I' O O O I install in v lve box with valve. If for o 4 2 of �I ( • i," multiple valves install -in separate valve box ,I r` '� O O O • CITY Oe �2 1T��! 91 Ooll as per detail Adjust to provide optimum u ' 11 - 7 I coverage with ou _�gging. u �t • �� ,i 11 7n>7- ressure reducer �j % " {-_ ,li n 'I sit E s t b mac,° o� for, Y N I� • e Jow 1 I to ,„OIL y+ 1 � � � II ° �. °� 2rr I/P � • ' I� �� � r` �1r � / I �T Il � i � � � � - �17- I tl I • -- • • _ • _I .� - __ T'_-_ i �� / Q 1 • I • -...- II �y � 't�i- Zti---���- I-�,- II r� II • • • T T T T T / 114 • ,� a 1�4 ( • • • _T T g i or this head follows mainline and s1=elTs T X T Portion of Irrigation System South of the Cedar River VALVE VALVE PRV SIZE/ Pipe from Pipe at PSI @ GPM NUMBER SIZE Approx. Main to Discharge Farthest DEMAND Discharge Supply Side Side of Head Setting of Valve Valve A 1-1/2" - 2" 2 30 56.5 B 1-1/2" - 2" 2 30 41.0 C 1-1/2" - 211 2 30 55.3 D 1-1/2" - 2" 2 30 50.6 E 1-1/2" - 2" 2 30 54.1 F 1--. /2" - 211 2 30 60.0 G 1-1/4" - 1-1/4" 1-1/4" 30 23.5 H 1-1/2" - 2" 2 30 42.6 I 1-1/2" - 2" 2 30 42.8 • • T T , II ' � �- ////-////- / ill" iiiiii" .bex- or System A - F = 1" due east of valve marker. 3 °,• mpi alve box = 1 west of valve marker. �- Look at Change Order print. - �<,.� 0 o valve box = 1" due west of valve marker.�/ o' 'lq- valve box = 4" due east of quick coupler. = due east of valve marker ( ///--- I I " If I � �m F: valve box u / A � /��� 14 � \ I 11 • I � � / „ if / In \II II I " 211 2'' • • • �� • • • _ -'�� • • ,• • I��• 11� • lu X II • u u /I if it • - P III 11 �� u'. II / �W 11, 10N j0 � • • • - ,�,, //// I�`�' 5 ICI MIN Ia _ �_,' _ : - � /�/�.�•�/'',`'•�� 5 �.MN VALVE SCHEDULE: Portion of Ir-ri'gatio System NI of the Cedar River VALVE VALVE PRV SIZE/ Pipe from Pipe at PSI @ GP dUI;BER SIZE Approx. Main to Discharge Farthest D 1AND Discharge Supply Side Side of Head \ Setting of Valve Valve 12" 211 2" 30 45.6 \ 1-1/2" 2" 2" 30 45.6 1-1 /2", p - 2" 2t1 30 49.4 i 1-1/2" z 2" 2" 30 49.4 1-1 /21' 0 211 211 30 51 .8 1-1/2" 2" 2" 30 49.3 1-1/2"I N 2" 2" 40 43.8 I 1-1/2" 211 21' 40 36.5 1-1 /2" 211 211 40 43.8 1-1/2" PRV-1-1/ 2" 30 53.8 1-1/2 40 PSI �T:`�� 2" 2 30 54.3 1-1/2 , PRV-1-1/2 2 211 30 52.7 1 1-1 /2"' 40 PSI 211 21' 30 47.7 1 1-1/2" 1-1/2"/40 psi 2" 2" 30 54.6 l 1-1/2" 1-1/2"/40 psi 2" 211 30 48.1 ' 1 1 211 40 2" 1 1/2" 30 39 0 1-/- / / psi 1-1/4" 1"/40 psi 1-1/4" 1-1/4" 1"/40 psi 1-1/4" 1-1/4" 1"/40 psi 1-1/4" 1-1/2" 1-1/2"/40 psi 2" 1-1/2" 1-1/2"/40 psi 2 1-1/2" _ 211 1-1/2" 1-1/2/40 psi 2" 1-1/2" - 211 � I; 1-1/4" 30 19.0 1-1/4" 30 18.9 1-1/4" 30 20.0 2f1 30 49.2 1-1/2" 30 37.5 211 30 50.0 2" 30 40 2" 30 50.5 OV� • \^ \ , MAI N,!5 4 VALVepSNowN IN vp A� A o pI% NSA I -I.�l� IN APJl-A �9-foi WNW No VAw5!5 o N _1;2_ Fo11e\/r_O / SJKfW,,55p Ar-A . , AL �lllC 2. GoN INLJ� 2' MAI v SUIIffiY 51r or- V pv�5 A, I,5, G,,, I2, �•, �- � ON FYI�IoN a� S-r"$T" NaOF; --i or I�Iv As Built January 22, 1980 0 40 130 Im '160 ►- U W t '_' IL Oo= nll.-WU, W Q W Z % W QI�CL cn W 3 Z a J z: Cn W X } m G W Y U W x U m Z Q 0 Z to 0 3 t W J Q U Cn WU) Z W 0 N NZ a JI Ipfi �3 WFm >2 zm IX a uN QO o� a EL 0 �€ W F a �' U u W • 0 I O oe 14' - o" SQUARE %4" PLASTIC GLAZING PANELS 4' _ an T - 1-- H EA'i FORM 507TOM eCe C - AS SHOWN 2'- D'' _ 2� p�cn CY CUT AWAY ONLY ENOUGH TYP, _ iYP -- OP 7HC FORMED EDGI✓ TO TU RN 5ATTEN DOWN - - TS 3 2 x (o ,2A TEAS 77r- i \ 'TO 9 E579A I N 01, AZ I N6 I -- --LU AS SHOWN TS 5 x5x/4 CCC, A TS 5 x 5 X /4 Co L — %> C�GU AM ( TYP 5 x 9 Fo R) Q 04 4'/ CD �'S�oX3x \ �o NCTRE �, C I \ - — — -�--- // \\ - --}-— .► f_3 M LL 40 0 Ln �o \ _ } /� , �� / 1 -- — — — — - — cn — , - --- j \\ l05r{5x96[.U-C.A14--�,P� 5Ln 1 \ Cc AA FLOOR ?00E- F-PAM N� F�00�/ 200E FRAIMNIO FL A 2 hL.AN I cn LU z \ _ it \ } i \ m 0 l i \ 013 18 cn i \ 13 l2 I L IG TYP, PLA57K,�LAZING PA NE L 5 - -TYP, -- - -- - -- - i I!o m M E T,41, RGt�F STRUCTURE - -- -- • z FLU -LAM - o � 3 � ---.. - - - F.L7 10 I (pvI -� -- ---T5 5x 5 x %4 Col, TYP, - - - � Z -7_0� I� 7/8� _ � o LU f----- V �� r-� L'QUAL Sr. :4 PLASTIC e.97,ING PANELS 14 S.S PAN�+EAD T�F SIDE E LE Y, - PLAN 2 SIDE LEV - F�,�N I W W/ 5UiYL ZAPC 5071-1 SELF 7APP)Ne SCREWS SEEalL Fo�c FACES OF ENC°AGEMEN i -TYP — ;� `�// D1SNE0 WASHER � � . • / SET IN SEALANT I•IAI� � 5H�,I,ra1� IIpGA. 5,5. 13ATiEN- @ I�'' O,C, MAX.--T-fP. SHAPE AS SHOWN --TYP. - 3,1 3��@ DEr, tcosl . W �/2" HIGH S.S, 5.TANO OFF �57AND OFF FULL STRENGTH 5LEEVEC SLEEVF_ � �2 q FULL `-TREN&TH (� U OF TUt3E5 ScREw scREW\e J (TOP (TOP TOM -FA5RICA7e CAP FROM S's, Hip NIP ALLOW S/S' I ALLow %4'' �� IN SEALANT 2AFT�R -- w — ---- — — NlP \ / (HIP I2AFTE2 EXPANSION f C-XPANSION TS (p�c3 3/I� �IOCGE E A7 DE7, Efo SIM.�i T53XZx3/Iv 0 O -- — \ CL1T F:094) IvT c T(P. FOR 4) W W l� ► v W 3 I L=zj 1YI° oEs N Q o ' - I I � S1AND OFF - ` � �, H ��F41L fto'.10 � SCT >0 AR W� 5i K r � I VB 9 OLU-LAM UNZeR --5,5. P�A77EN- M11E2 SHAP>✓D 15AITEN EDGE / TD IU?,NCOLA?OWN OVER ED(0E / %4'`PLASTlC GLAZING RI00E -ALLOW '/2'i ---- - - rio 1 7YP i .. +; I ` 8 L BA2� 3 x 1/4 C�171NUOU5 I W ' 0 m ,a�i t roe NOTES GEE 56LTS Ea �. �t -� \ ft (ax 5n /4 (A Of US COI N E R5 1'/�" � : � � TS5x5u%4 LF--U [m LQT I 77� 5=� t J N COLUMN W N �a O As Built caw �� ►- E �Q�� January 22, 1980 p zd alb �ti�'�_� l�J 3 Z °U W OObW fAUMVIOL N G , l� f.Q 5 AG - - - I2" - 7✓ g yIFY \ . I -10 sll'iUf�'CrIK\ '��? Q . - -- e - 3'� P!L!cETS � 19 ►GEC Too, AN C `5EL70 v - STA I '�s P WA79F Xo+�T �XA #3 t-Ic7S. ►3A�e, I t%'.. -- --- . o -46 W I H- W,UJ M. ----- • YY"1 I%%i 7[/� ��� � 1�I,O.� � I/—L e;. X'/`�',� "IVr 4 ►�✓�II OI"�, Z - # �+ Ct7N'(. TOE' J30CJNI aJ GONT i N' Il. IN WALL 6" TH I CA5 T-1 ri- p-Ace;- C©Nc. wAW •� v L wAilv Typ i6 � I � ►�► Vi% �X�(� h gio�1 - � � 1 I�,_d„ rr✓It��Mi��N'( 6*ON i SCA�IEi: 1 lmuAmIL z �� coy-�Ir-Iuou� - 5 (m 12" K 21-011 6' W. W. 'v►. �EL�If>+�I - GNF�.KWaL.`; ST>�I�iNAL.L + 83,, I 1/2 ZRI CK N� 121211�k:�1�C7N� p `emu-'6 O-A 9 (4ONG, ALL l �, *4.e: 66uruc 2" F' b i 4-x By 1 1/,2 &.Z)C K IOA\/VfRs CLNC. ZCje- t5ANa — CAL, AA soc�lON 1615 S AOIN'r ps` VVSiCoar'N 17+81 AA&Ni I TAB GAlgWls OASKE75 AS ", I b ?0 M.0 WAJC 60A, (`SY► ', ��EV,�T IDN 41 � $„ � 1 I�2" 15R I GK PAYW6 - - ►-+G PA1*9N o��OF Ac,�r �z� n r.;VAI� -W -� �Y�cpb,I�S►ON �'ol N'f ►% 2,; K?wvy � u • cONc. + wwM 1 , '1'WIc4C CONC,. WAf KWAY ON GCfvIW&W W13-,(Ai wwm . �Iii� r uA2�!2A1�•Gou�. i 50'�ATE LONG. WOCK Ff M 60A IS �AS � S10EG',F1GA"'N5 All ,, GONG. FI��154•I Acp ~S 1 �mWes- I'• GO► L. A! TE94% • U16K i TO PEPUGTABIL E ALT. MAIfJTAIN 7,0H7 JOINT I�bME 4 GOING. ANP GA1�IOv '1Yp) C To NW CH A AA17L - �tY�! � z - s Toy 'r P.P' r4 5_ - 77�E, JUNT'!L' OAG1ILt. - %E s,GS>. VC.; �112 t�o,N 0 S�� �K WdT To Map " OACXFILL - 5, VMS S X1t!'(-% - I ` 4 to wrroN1 OF Iel#e INTO &,A510Nj SST 6ASeT ��+GK WALKWAY• S1.0'0� 2,7°# yee. cn z 0 U) > W o� Ltl � • o" U) Q >Eq 3: �n z EL I Q - WrraM 64NIT Q In�E•Y N EI�� ilk W MAN SUM ��K N 0 S11.57. m �W� co UN UJ k. 0Lp r 0= <o 0�_ w V m Z Z � <13 >. C N W O V Q Z C) II-0 UI w v Y� W As Built a January 22, . 1980 El U wo �!QONSD!� �'Q6ET l0 FLTIo,N IlS�: A��ENTI�'� IL �a ! T 1.:11 N 51.01�� A001- MC1r'ONA AT 4 % To t51AAINS 9�E ME64*4I6AL 9AGOM ka.DW & *gip AT C� n o VIOL a o P� QE SEE �I.AN •� O o z I � � I I i � � ' ��'AGT•� PI�RAM ( lip 11 I Nz _ 7 W. AM. IDA 5�G IoN ILLWA� FA97, r; � CY. �u * 0 te a, COIF-GS, 2/3 IOU oY/ LONG. =Z7 7 HT FILrE*-X X _ O ubVIM IT �I/A^ —. !OX 0 - W 1.4 X W 1'4�1 r NI.U1, �r = I% 7 WALL • 5EGT IDN� 5 � �GAl,Gc � " - q • pn 'I"�Tv SEE 5HEZT U L_Coss C-Oft s7 • SET T!6i-IT THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE: Uniform Building Code, 1976 LIVR LOADS Snow Load 25 PSF Wind Load 25 PSF (Basis.) Side Walk 100 PSF FOUNDATIONS Maximum soil pressure 2000 PSF, Exterior footings and exterior spandrel beams l'-6" (minimum) below finish grade. All footings to bear on firm undisturbed earth, 1'-0" (minimum) below existing grade. Backfill to be thoroughly compacted per Specifications. Provide 2-#5 (minimum) continous bottom of all walls and footings, CONCRETE MINIMUM CLASS AND USE f'c SLUMP SACKS/C.Y. REMARKS A - Footing and foundations 2500 4 - 5 5 B - Slabs on grade 2500 3 - 4 5 C - Structural concrete above ground floor and precast wall panels 3000 3 - 4 5z D - Sidewalk slabs, exterior stairs 2500 3 - 4 5 E - Setting bearing plates & posts 2500 Dry Pack --- Master flow 713 or equal 1. Air -entraining agent (3% to 6%) to be used in all concrete exposed to weather. 2. Pozzolith 300N..(4 oz. per 100# of cement) to be used in all concrete. Where special placing conditions are required, consult engineer for variations of this specification. 3. Mix may be designed in accordance with the provisions of Section 2604 of the UBC. REINFORCING STEEL ASTM A615 grade 60. Reinforcing steel details shall be prepared by an experienced detailer approved by the Architect and conform to standard practice outlined in ACI Report 315-65. CONCRETE COVER OF REINFORCING 3" Concrete poured against earth. 2" Formed concrete with earth backfill. 1 1/2" Beams and columns (stirrups, ties) walls exposed toweather, slabs on moisture barrier. 1" Walls, inside face. 3/4" Joists and formed slabs. Lap column Verticals, Class "A" concrete and masonry column and wall verticals 32 01 diameters. Lap all other reinforcing 24 diameters. Splices at tension regions shall not be permitted. r&JI � too 6A (ae'7H- M ��Ni� f'►�N \A// 4�1^ i'*In i..ekin - AL"Ll WA " 20o NSF UNI..64,6, '�' IT �'- �� ►�Y'°'i � G , r] re, • U�� �'�(.dN -rA� oNL`� , ALL ����� JOIN, M,���-��-t>�.n oNL-�. yr, M, — ------ --- 2� MU'' N I ILL, I a T�10 A4 mom • r goo L. 1�L.AI�T� sEG ION SGAL 1V1\ L1 UI 1"1 r1HK2H ,G N U� p lI,tT-� vAUU'f �O. 3 a -,t;.AL_- 1Ve F 1 'L� nIo NIA U�f�a -- - VZ_ H ' qo - 5 To j�i !2K Al; ' r-Lz�2 N - wAi� w-11 oZ � y� v o br2AIN o a� WALLS Reinforcing: THICKNESS HORIZONTAL VERTICAL o 6" wall & under #5 @ 18" o.c. #5 @ 18" min. 8" wall #5 @ 12" o.c. #5 @ 18" min. 10" wall #4 @ 12" e,f. #4 @ 18" e,f. 12" wall #5 @ 18" e.f, #5 @ 18" e,f. All other walls 0.3 of 1% 0.2 of 1% At corners and intersections extend horizontal wall steel to 2"'from outside face and lap with elbow bars (30 diameters) of same size and spacing. Lap outside face only at eorners. Wall stubs shall project 27 diameters and shall be a minimum of 1'-6" long, same size and spacing as vertical steel. Where walls without vertical reinforcing are poured separate from footing provide #4 x 1'-6" stubs at 18" o.c. , STRUCTURAL GLUED -LAMINATED LUMBER Shall be Douglas Fir fabricated to the requirements of Commercial Standard CS253-63. Lumber shall be of such grade to provide normal working stress values of 2400 psi in bending; 1600 psi in tension; 1500 psi in compression parallel to grain; 450 psi compression perpendicular to grain and 165 psi horizontal shear. Laminated members to be AITC certified. The fabricator shall be approved by the Architect. PRECAST CONCRETE WALL PANELS An approved method of lifting panels into place shall be used. Details shall be prepared by the contractor and submitted to the Architect for review. Wall panels shall be adequately supported with bracing until secured to supporting structure. Wall reinforcing to be rigidly supported on concrete blocks or approved equa'.. Curing and bond breaking material shall be of such a nature as will permit painting of concrete wall surfaces and also will not affect bonding between the base slab and cement water- proofing compound and/or asphalt tile cement. STRUCTURAL STEEL Structural Grade ASTM A36 fs = 22,000 psi. (24,000 psi for compact sections), Pipe columns ASTM A53, grade B, yield stress 35,000 psi,. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds 3/16" minimum continuous fillet by certified welders, heavy coated electrodes. Field connections not shown shall be bolted framed beam connections per AISC. All bolts to be A325. During erection, structural steel shall be secured from collapsing with temporary bracing. Where expansion anchors are specified, the contractor shall submit to the structural engineer a sample of the anchor to be used with laboratory data of pull-out and shear strength. C N - W. n ,_d w A TS jtT 1/4L// pr y 050)a"©.G, rt5 & 12" O.0 X F ICE' L-OrI C4 -t�f ai2" 0, C" H0121�. E3" CA6 r-M-P AC.i GONG P-INN lalgC 4, 5/8'' x 12" x I '- o " ►+ - S,,µ„ (V A. 15C3,1/CCU. 9" I-0ICG -5- e5 e 5" O'c. G PC&4' l OCA-% CH-5 If`/1? e AB, l•1"__f110H_15 3/4// G4-iAH 0�rR , -fYR W z 0 z IL 0C x <o 0 L'J r Z W ¢ W ZCn W QI Q C I= ►- V! W Q m ex: 3 o OW Z Q iJ J Z O W Ir C1 Z m O �Z W 0 >n I Nz a JI QQ �� w m >�- �Ln �LL W 110 0 Ln a0 W Fe a (30w F ��oNT E L.Ev. SE�TioN pLP,! ALIGN E.N 5 OF P AW"Vi 133F.WG , l�.Ar�l"'�,1� Nd, 0!9 KmI� TO OF Z-GASr 111 J� LE�?N VAt2!E� NL1�N �'-o° tYl� i C,HAMF�Ml EX D I: E� '5/4[T ° II v I I 1 I L 9 M1;N510N �QF,FVEW4 Z L3ENGH �LI! 4 3 PLANT`R END Ur, 00LIr ArAC� ANGLE ! 0R 4 Tn WALL. 1 ;�1 WA H�SAPFKC0 91AM •2KOf�i 'R Ol 23'IAk4LE ALL EXl 9-ry,,E5 3'' why, I II �- WALL WAI,�. WHO of�IJ''r'!UU KE�LIS �� pLAI•�'�, �!p'R� K�'�l.ls AT 4��?Yb ',NALL ---- Z - #4C TG F EC77C N OP wALL TYP. • pF-EGA5T WALL PANE. • --,2 #4 CONT- 5�' 18"O.G. Vt*7IG4L • #�}� 12"O.C. HdRIZ• e 8II o, C , HORIZONTAL 4@ (5" 0 C, --- A- 114 @ 3" O•G. HORIZONTAL - S '1�IE10 ,AWE9 CAST PILING 50!L. MIX '�,. EM E(�MENT I CNAMK�r� TYp t 5. 18" O. C, VL* T. ALL EYF FS ��NCH SECTION a n 4'�I�,�'o.�. 1� �4 � SHowN► , 1�--pgECAI5T WALL i 'EL a \� 12» 9 48"0.0. Hop�Z, 4 c s • 4,; 121,O.C. r 4- #42�110.C, HoeiZ. • Gx WI.4 )(W1.4-1 W. W M. 1(p � A.1C�C-I� CA`�T PILE TYt? SINLK-PILL WITH SANC A TO MOVIDE frO�M all '�21GK �qT?-I i5'-ol� �k3ENCH -- - rt- RAMP 5ECTION duAr Ali � 1 7 - . IB"o.G. VeRT. 12„ FZ2EGA57 WALL PANEL SEE TYPICAL PLANTEtz — 5EGTfCON FOR REINFO� MENT • • - --- - ¢@'8" O• G. I-IGRiZ. EaIGK pAVERS� � II SA • �U - w ►.4 x w 1. i-a"�Ca�ION MATlGK rATH � P�L.ANT E F: 5'EC71 ON 70" = 1'-0 0 5R1GK pAVEi�S �;V�IM. �axCo-w►.q x w Lq #5 CONT HaRli 4' CONG, V,D 1 �-- Nn At CONT. HOr21Z, C-C" GA1310N MAT—. '-O"GA�ION ItKIU< �A714 W1.4xw 4� PLANTER RAMP • • w,0AUGEte C,/Avr FILE TYP #�IJ I�t1'iNT� uVAU. TD A -��� Wi�f.NGN CN 0149 mrw 40.0 TY AplftNT l�''TQM OF KVK (� 1 RAV SECTION f EX1ST'G1 � ✓ `M �J j• �I`. • 31-0 TY0 go, 11 Ile 0 2- ¢ 604-- C FOOT'61 _ / - 2 rn la RAIL cod „04o,C, 12" 0?G. IlOX1(D�I�ILE Er E.NSON 747-� �T WALL Wj DKUNG it OF AL6 !4 C4dE' 2- # q MKT J +�iL.E (Al9�OVE) .3 r� 12"0 G, • • 1 �� 14 10 0 kW CAST 0iLE. (MoCW) J� EINFOIKGIVGI IS FJ'_'_ L TW OF p! L E Ex- 4_04 Sup C. 10070M� �S" ►� �, GONG.• \ ���0"���K��CAST f�L�� VIL+�.L5MTIQI w/ 4. +, f2 N><OK�IN� 81, ac. NOK!z. A►J � W, iYl�. K�INFDIRGINC D CAST- IN - PL.ACE 171 0 ft�ow g:pw ��ow 51, el- S � 45-F.G''' 0 We - c ' IN �wA WA 'M SCION Wj 1 b , �b' WOKIz. MALIEL p I W�T�? kEI Ck NFbl G1� TY �u � 3 L.F PI_E („ r>�►Gal !�� w N51 o cAST 1N1 � Aop WALE TYC'? �LINF01 MINIT' � ✓-�1,aICK '�Yt? ,,�/ i ANGE1�IT - jo 6" 0. ra -x: &� a u 5C 12 0� 0T. EX'�'G GONG, pig �: p 'IJ�W SI,A� ON t�KA!� SLAS/ vIvr, CoN L:.GTION U" FIELD MG4INA !0'-0 lax• e,xSTc,. Hr-ACWX, � 12 �010�1e HrA5ule1/ g @ 1;I•lb ol; PAWE1. 'f YID pt AcS-( CCU I N_R-� COHCIPe4r, v�rA►.I, S�oM I L'L' vu�� $kH- IQ�i9AIQ INTp �x15-(INGI �; 1t�/AN� 12 " Ivl I N. MA'fGN H r.--W HORIZ, 12r-4 H-C1gC.yW-1 N 0-W WA1/1,- / k AbW N/[/ C,0N H KC,,(i DN UuAKORA!L. i� -I- IQ 12 CON'() H U©U5 f +/ C©MG, 6A6 OM Gr2 `vV/ x6 - w l,•4 X 1, 4 W,W.M. • e4- CCH-- IHL40u6, -fo9a eclfcM o -- 5 krPAf2 m' IE3„ C.C. vim'(. O , 6'' TN I GK CA6'(- I H - P° -AC K- WAI� - - + @ 1 E3 0 G. 4. \ 4"-f'HIC,K S AO ON gRWI!� 6,6 - etc/ 1. x W 1 • 4, W. W, M ZZ F����� ?'Yf=' GU�`�El� IMAM P - SE�GTIUN .,�GND U C13 3 -., W J As Built January 22, 1980 y o y = cn z O U) W cc W J Q U N Im MAW AvE CUB nE-eAC JONE�i pAMRK V�,14U'CY/�►Y eMAI o15 {�iIP• RAP C�I�gIQ \170 \ a4� - - 40 z_L HA ��411- mil M . t SuMME4 F=Lo M5A44 ELP,,/. T-' -�-� �'' II-- • Grf�lO�i MA' +�L PICNIC *tL7Ek cmnA4 " -i M Sc �n C Ebgi. A I V F-P\ W''!4MNT Ic:147A STAI RG L) 0f °E!R PLAZA 110A1 R_ so - -- - - -- r .c � J Q 40 G EK>IDhJ MA? ���Ji SUMMIA r„ OW MEAN S.E l 26, l04 --------�_ --- ---- --- —_—------20 S! SECTION C �"=10'-0" m - -- :NTrkSEGT'�i MAIN �� Q AVE. flow. WI • J0NES PAFRI•) ANsma.i o� �I:w 1b I�T�G m7H 70 fE sMcxru - I v � IN" �Ac� T w I T10N PtWAXV N N • � ^ �IQF,�(� IO�VE Ep �G )WH HAI!K t ,r°,p • A z _ 2 Ro„ eescy EXIST U Wory - - ILIL• v U NAFT �m �, ---- (p O - - �i•O. 'Iry V S1-AIIRS to oy Q =mimm.. ..m � _. ._L 11 �I� I . Q -- Qt Q W -0 _t - • (1 . %4 N oil MUM- -- - - -- -- -- - — -- -- - J o vt + O — -- ADD cal AL?ATE No. 1 70,7'Ed AREA - 6W, LEVEA ,o 24'-01' ��ol -ofNATEtQ!��°cot�T b+raz� 5LOM TO IMAIN CONSTANT ---- - 6" 2`0 MOE. fr, EN,"EA-SLTaLL/ r Z � G►UA14DI�+1l. N I Fie PLAN U) z W cr m L Z U W O a o Q"' (14 Q = 11J U) Z • Q M3 LLI uu IIIIII0 I W (N Moi;' 1, SWAMP-9 s1F-Y. El��y,°�TION i"_ Io'-o" GA 15ioN SHOVE 11/2 W - z N0'E 0 • �S 6FEV o- S �O !�E 5Up!°� 1 � b FCC, U� I�.! NT Q DAZE;. , SAC _ F14oM Co�N _ As CNN �� fII O Y• ;. 1 1 W �1 1 • • A!I!FA P97SV n KtA 14 KiATE5 AX; ALT. EL 11411 Li Ir ►ir�rp�'p M Z v o ELEVATION "' �� ', rt e,l, o H SAIL CaUq�1�Rg1� GC�NNEGT iN � � ,� f Q m tn .�ITLn l4pX Z r;}�r� i ��-� n W z ML AW N50�i �bir W N 1 � ErLL As Built U O O Ln January 22, 1980 k. 00= (o Q , - -ALL H WL COW7. o - � � W W rs - I�up�g�� q`-0''aG. W z W a4 i' a 0 Ito" M SWp ASIP NO Q = � � �Q � Q GOiN"il N UOU� }-I' I�r�+ii► - S�G'�'N 3 `�" V w S J gEMOVE EXIST'G aWrPA,I L :!?/��1 f Igo sUMMF-K MEAN Mi _20 -- _ ev I (9"Oie AI�b140X . s�TION m w'=�.L.S �J 10' OG. NIAX� UQ FoAIQ ou'✓F-A FLO FI N III 'SCH EDUL.E CP �RONSON •g,ANDE3lAST ALL INTEF2lOK' �I�f;CE " ,F.D L9`� CSRiDGE A►�UTM NrS IiIiii4--LUDIS-P Imo! E E.XlRDIIII C=ONC • WAL'.S =10' CT�D ey LAW46i A5n=-, A?c ITT 1�4EI;I1 Z SUP;C E S AS !c!E-A er -xSY>:AMGIEAN'GI IS Au , A�TVNAfi • i'AINT r-Sl NG, W�IITE• ���Ltf 090,1-C-T i AHUAL, 4EA i5 IWL?Icxw ftiiiii • �i4 ti�T� %MAY I'1 %15 G,t -'�M• I Aii Nft GOLOI AS 'jam I LANpF ft AiP-c. H. I''m CONG. UILEG��JALL Tn ev III 0 W cc 0 z m 0 EXIlST CHA!!J LI1lK CA 0 - ♦ - — — U1 - _N N I:jiC LIC3tHT O I` X IST'U GONL. 'i0To ftul�iiiiiI cAr SU J .AREAto IS ; •., I ( HO ll O T T __ _ W �' ` O WA 3� 2M I - I F; r- 1 , I AND SLA6, AS �iEQUI Er_)CAA JI UUA12l�'��+�I• �. l � EXIST ($ 5K.�E ,A L rMENT O 0`I,DE ' NEW MMEJ°, P1a,t1 24, 2q r-- _ vi in — �? 11 _ KE W TH IN I S _GY; C7N U) 2 CL %1'n �, - N -- D % \ I A ANn l�I,AN J '3EIIOVt 15 y EXIT IG HA,`IDIRAIL v� pL WOOVIDE NEW ALKWHY - 04.1 PICKETS CiII04 MAX,,ALL EQ. GI4J�a hEMOVE �><I ��U HA �D AI�� FLAN �IDT'N OF 51'T�NCa Ar�EA T? H NSC�N at, * q' _ 10' m NEW WALL AI.I�EXI� G� CHEEK W, LL W � C IRIMMOAL VS75 N4WC*A11. {�'p�1 C i �C�,�1 .•- !'.�.�!-�1 Aga K 1pED Tn WELD NSW AN 77:�, >2:im FAIL l!'MIth � WELD, C-4p I N D SMOC7*!-I E.XIe5iir�A- 3TAI�S 1 EXISTG SEEK WAt;L N1r// �A4LL H �; k7 !�l LL CONNEG, 0 21-W' \ / � � !SUMMED ELEY I w T fl UNIT I Ali TD 6E 4Xtxt 50LIO IbLI AS SW„IV 15f 6!q4STNF— w} p - OLYeA WA.( F-)043-03W oR �;LE "NA- 282•110 OR EQJAL. SET PAVWcb ON W iVIft W W--S,TAMp FIN TO LVI L • 50M 94L.-. f uN F MIN EAGN VlRiECION, bL4XK Tn % TC7H7 J0(� IIA l,i TO 05 KU90N,0 M40 FAIL WI.ILL TO RIGK'NALKMY ,c PLAN Ci WIL L.IAM5� if i ! 10' L Ex IST�, �L.q-rm- I &K le)tG CON,, APPPOACH ` �IIRI�EI� ►�I�GE 101 II EX IST GI G'I pE,l �{ I C7( OFRI=NT�1N'.ENGIhJ>c. ICE ceof:) iiii PLC CAIS wIST� SI��! . CON'�Acli ePAL'„ NOr!FY CITY IM i CM67r:r'W I N TH 15 AREA AUAKMIL - ,IrgENCIH AU1515LE WALLS z fri','T&,,.11 �KI��N�/UICDNG WALo�pE FO!4 w � m AIVE�R°�IC�E q!R. k 6 40 SUMM�t MEAN EI..L�/. 21.ar' � I r-IgNpRAt. K� � _ j5X 1"I CON,, OlEj� � sa I SECTION A WILL.IAM5 SIML,AR i, J A SO4 (2" � coNc.. WAu..►N HAC,-!JR&C CAA 1 i1'I? evi-I SIMS p EXf��'G 40 _ I W7N ''!'J�"� I. q 30 KE.IP0 VEJR I FY ,_OGA IDN OF 11-04NILONIL 4 - ----- - -- - --- -- - �T Iaon'�vl O :"'gp �a.. S NEW �iAl"' NILsT - uI z 5 � �a slMILA �. ras - ftmove U!terr; WALL, STAID mac? ION � '�oNso�l ^i�•'1= � I-o�'_ 5TI4i Imo. . - FLU go 0 Lin I I ----- - 0 00" �z I, I �J - cW 0 > a 0 w z~ Zr As Built <-�W °u January 22, 1980 ma�.:x offi- w p Q Q 3 � �W � -t Q, C) C) (D QA X ... 4D f . . . . . . . . . . . . . . . OWN mm lye RI N Cl-- A Ae),J7 EU�O�r Vller'Cl X f \MCTH oF \\/NVAL Y uARI S5 E CPS OF JIA'-KWAy TO �rAlv, ArFT Ev,5*71�A it .. 1 *4 0 X �zcu "ANIZ�I 7, j-�ttr'C71 W,tiS7Y- mom --- I . -.10 1 �6 )4- SSW ONO WEA ;74�, J� I �Lw CC E(15-7 cf er + + 0 (�4 ;Z* 1) 4- TIFY q 7r, Aq, T. 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N b ICATES '?'MASH I� EC EPrAC LES - O IMAMEF, '\ INL'�IGATLS WHEE'.LHAIK IMI° - WC-R. i0j40�J5 N1'pN SE�llO!C Gh'�1TFJR _ \ IR�INT IN'"SEGT DN -ALL 'rRAQ51 ION5 TO 15E VACOTH MOWM> ,1T Wj F-LeVATIpN DE i j� 12�'�-�ERIf=`Y W�I.AhI��E AGyr � ; � 'NgiGAZES Ig40�Stb CA''CH !?�QSi+►! I -- = -- _ - IV - - - ...•••••••p1GA?ES IQFLOGATw 6H4fI LINK �NGE k ICATES COIL. CUPt� OAF AIE 1-E.5TAC;lLSH FINtS 6114Q:;S - `G f 5E1V'lA AKA AI�i?CT 1 H r3El.�?W -4-F 2AIR91Ei�, FEATHER CmFApES TO I LANb&cA TD �1Xii _ �� v 2 piGNiG TA�i.Ec I : ° �J c CE! I IN r� iGK �ME COI JR?s -'' I y FJ( G G�ApE WIT 5'•p' OF GURU MAX. SI.01� 3=1 CITY o� Pf.IG►"IT�y �F-f op� � � GRU RAGK rATH TR,q+,►s�T',oN TO r, I.t 1. V�i --- U= ►N71 BIKE RACK 6 0 A.NO W � 0 A'�, I Il„�IA{V1°� `\ t w /i ! ■ I � � � � �. t 4-cr j VYIIY IQ of I'PTti IN I. ; A.. T 1 ( It i VAR/ r �\ ,-.-• - _ ,. pus : e�_ � . _ - — • __ -- - �� - --� r GE =� _ ►� _► qUGN of FILK ENS q + py C'G� KM 1 1 EXtST`C CONc• A. , �,-` _ ��R.. 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OF WOeOS)W 1, LL — .(06YOW) 4 Go A RAM ' ELEVATION LI i �.F- SHEET L-9 1`04C 14AMlo SECj10!JS s g�OpE Tn 14EMA1 EMA I N GONSrAI�t f ELG•VAT1_ ON @ (! 4"#2 ATOM of ' 2 To i-: anvov, I -- �W - N ►� �' I ' --- -- - - r-1oi t *� i 2� • 14'� �11 �2Cv. 0 32,0 No t� �rl�(�eAc�'o►� sNAw f�C IcT/C� is �ovE d t-ACYl�p7i- 1t�►oR►-+►� 'MAKY coH'OM rUFZ1N6j ll� �Nb'f�(.IGTION. I�YI�i vi/IIQ�i, s�tiD W Gor+nCcllONb _5k 0� r2i,ipth �(v c�21 C� 1 M qv coN D 1 ON d�-f CoMr�v►� t�N U� cc�N "fRuG�1 oN , 33.3 I, //G, z� I O, I IOC G,4#ID,i©G, _ BONES IoA�.K I Tbp qiv ON 51..01°E C5 T 70P COV IRAMp a_ , o - -_ PANEL SCHECIULE NO. LOCATION: AB I ZO/ .0-+C VOLTS 1 0 3 WIRE T'� SERVING: t4CO45 1 - 2 � �- 5C AMP MAIN 15ReAKe-iQ IR UIT DESCRIPTION 1KVA AMP AMP KVA CIRCUIT DESCRIPTION PkfHWAY I.Z 20A 2,0A I.Z5 IoWfHWAY 0CjH s 1'00 � 7200 CI.ZK 08 # 8 vg< * 72009 Cl.rz K 1 W1gM10H C©H-Na- 0,1 W 5 6 Zo 'taut-TAIi4 VAULT 510AR W 7 - 8 a 0 1.7 5PAG1i ONLi 9 -10 5P OMLI-Y ., x I I� CONNECTED LOAD: DEMANI►: 100 yc DEMAND LOAD: 4 4 KVA 1a.3 AMPS KVA AMPS 'I•'YI° GIUgIP.bIQAIL, , X 3'-0d GUI 1�K5 IN"R� ;� to"GUleI�;T`(a WAS- ----, -N-OP'S � I�EMAIIJ CO►�STAk-"� EXisT'G TCr of EAN'e. z' 8, I # loci - a 13W 1VEX171 GAV 1!J PI A e WALL EXIsr'G -- x v W/0 AIMpr 7% 70 tATGH -V OF gVT1 G `3TA114r--, sl..or" `.MALL TO ?I9, D # CNIFANT 9L0M 38.4 �4•0, 4 X '.......-- ^�.. C7 r i -- �s 25,7 42►V MILS 4.'�5 bZrkl -?H15 A' ✓EIS ;Nall IZ" coN M�E print kCr 211 METAL J0IP5 TO REMAIN S I T p p K TD ,AIN O V C !�qMP C !� i4 REMOVE EXTG r��AINPfI� g,4 ELEV. 33.q T�/ �� � VJ� �IE�1 �►2AIU _ _ _ 0 �b TC 34, -- IL,Sep. 0 C.I!J, TO IE Ale�AN4 ?_ S �Eo I 3Ko. O 3 \ GLOM 70- S 4Co � x \^V I rv, m z O WM i X cc �-z A 'RDX • UXATI ON "X_ W - IZ" 97ORM LINE `I 3t,4 • _ X As Built January 22, 1980 p 40 90 m � z � a — - o 120 '160 O z m O W J Q U ¢zW C�_Tam � F 2 r T ;' Z :) Ln _ W 2 a) m LL UJ ---- W 0 Q oL Z � Z . 0 Zw a ' WW Zr 41 U� Qu vW LL yv Q0am 3 � QQ u 00 ` W PANEL SCHEDULE NO. LOCATION: WwI MS A B 12.r>/zoo VOLTS 1 0 Z WIRE 5 SERVING: 5_0 AMP MAIN ► ►� DESCRIPTION KVAAMP AMPCVA CIRCUIT DESCRIPTION -CIRCUIT PA-fHvvAy 9 20A WA D ? PA-fOWAY "Cf� 1 -17v2 7?Gt�x GL�K I l�t�►Go�fioN rc Hllaov O• i CIO 20 5 6 I© 20 TDIQK#'7ZGi �,,4GK S At2 ZO 7 8 20 ., ! f)PA 9 -10 I �PAC.L oN vY . 11 .12 I .. .. CONNECTED LOAD DEMAND: 2.0 KVA 95.':3, AMPS 'S% 121Ci1t� 2. �g x PHASE 3 — 1 'spW I V 1. ii , ' V r*N �VIIZWSILL Z, AS - -� -- - J GVIwfaCT TO 17 nf?AINA(�� pGIDL A 4 DEMAND L D : KVA AMPtA06E.G �NTON SENIOK Ot�l�f*E,IQ A ��oo § !M E 31. �4 `L• � �'' • 0 31 O -- — — — — --- — — — — -- _ \ 31 1 5 �� $"SfoWv1 plealN �% \ 2 J \\ r ro \ \ 1v p I , ro �F_ — Iev1re�,,_ M 5UMIF-0 5V PAI!iA C� , IX Il C.1 _f IEA J46 � �- 29S-01 OATSD NO'JEM5F-A 197?, Ue,$ CG KID it MONUMENT W�EL=VPT'!0N5 NVU� MILS - pi5TAJCE �1q MILE5) F'piOM LAKF. \N" 5pINgTON .Z U1137IN( 5�07 ELEVATION 745 !o. 2 Top of STAII;5 TW 40.4 TOP 01r WALL 15W S8.0 eOTIt" OF WALL p A. PLP M NC AaEA E— OAECTION OF =SLOPE --1101- E.XIS ING CONTOU► e @ 2`-O" INTEpVALoS x ap�Opo5eo CoqTrU!f 2'-01' INT ,vA�s EXISTING p Cf' OAr,JK 16U! IEW $AVON MAT o cA?CH IIN - c.6- GA�Io+� WA? I s>=r: 5WSfT 7 Q WAW HOUH(W VANDAL ►eet)p-(AM'f W,-+tl-A$2L 1-1coo WA< , 46 V. 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VVIOW-1 % 3, tMDv i oo r2 i (I C c..04 0_4 0" roe 4 0r r 33,<05 I, I -- ONS-rANT TO REMAIN C CEOAR "wQeAcs X \ X 00 As Built January 29, 1980 0 40 60 .z 34, I — - _ — eVl 25.09 1,1 -- I'41 VE!4 M I LE. 1.25 XA U 1,'f 32.4 LL�� 120 IGO cn z Ln W cc r m 0 W Y U W x U > to z a Ir a 6 z m 0 I AM p 0 01 Z D� i 1 AI�VI� EX15�'G IClr►gANuNE VAIN EmovlE E ! 3T y $ f�4ALT j A`ll k* 7 0E ?4E1"JIC7 /Eb C/7I' OF 1cEN70N sNO,'S f�EMovE c.�A! N L!N KA,N �'��� a oN cITY P FOX - - a"(p M�;�. P`'L m AS 4J - ,too .. IL RIQ� TIME L D --7S !A5E 0I7Y1 lsY INGr, THEM .JO✓16 # 55-23S-OI CKT;-:D tia,/ENI" q-1 CIO INflIGq"'1✓S E�CIST'G \/E~.C�ETATIOI.I '�? ICE I�EMO�/EL'� C INICICA-1 EJCIST'5G V�SlXk•�'10O 4 Tn Pee- 1Il4 A LIJ I N pIGA'i S�5 SX1-57q . Z EX!gr'G cON'rOUl�. 2'-O" INT�l4VAL + 3oP I SJOICA l Sl4 SLE.VA71C SJ • ' �� !NbIGA°?`ES �X19'rIG G�!�'/EL K�UgC7 '`UV �E �%Mc?,"� INt71C.A+TGS GANG. }�Ut L.E Tt� '3E i�EMOV AS RsRu!�En Ir ORMIA !' 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