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7825 OO 0MMAL PLANS CITY OF ENCINITAS PIROOG COMMUNITY SERVICES DEPARTMENT GLEN PARK '40' f ADA MODIFICATIONS il a • • APPROVALS DATE REVISIONS s(2,7/43 COMMUNITY SERVICES DEPARTMENT, DIRECTOR .anae, g�zs143 MUNITY SERVICES DEPARTMENT, PARK & BEACHES SUPERINTENDENT INDEX T-1 TITLE SHEET D-1 DEMOLITION PLAN G-1 GRADING PLAN C-1 CONSTRUCTION PLAN `'' C-2 CONSTRUCTION DETAILS C-3) CONSTRUCTION DETAILS C-4 CONSTRUCTION DETAILS VICINITY MAP J-1 CONSTRUCTION PLAN J-2 CONSTRUCTION DETAILS _J.wioee� $41 ; yi l 4 i ,. a----- _ Ik `" r. 3 p x- �r, " A-1 RESTROOM FLOOR PLAN A-2 RESTROOM ELEVATIONS/SECTIONS N 0: F e — i e' 5.. °;•:: ,e.,, .,. fin$ °' i59 :t �2 . 1` �' '.,; ;, ': °a A-3 RESTROOM ROOF PLAN 4 „,Rr ` "°" ¢ I + ' a A-4 RESTROOM INTERIOR ELEVATIONS ENCINITAS11`Y , b� A-5 RESTROOM FOUNDATION & FRAMING PLAN o �. I` �� u ' ,� �. r ''�� A-6 RESTROOM DETAILS Q ° `i f A-7 SCOUT HOUSE FLOOR PLAN A-8 SCOUT HOUSE ELEVATIONS/SECTIONS t . z" ¢a ° ,f A-9 SCOUT HOUSE INTERIOR ELEVATIONS A-10 SCOUT HOUSE FOUNDATION & FRAMING PLAN /// P-1 PLUMBING FIXTURE SCHEDULE =; P-2 RESTROOM PLUMBING PLAN P-3 SCOUT HOUSE PLUMBING PLAN ny Sea ;l P-4 PLUMBING SITE PLAN Sea \" .� :I � ;:b>. - GLEN PAR y° ;`—'_ = J E-1 RESTROOM & SCOUT HOUSE ELECTRICAL PLANS VW— NORTH w r NORTH .W ^ CONSULTANTS LANDSCAPE ARCHITECT THE ELLIOTT GROUP 637 Arden Drive Encinitas, California 92024 (619) 944-8843 ARCHITECT J PATRICK SHEEHY, AIA 1150 Arden Drive Encinitas, California 92024 (619) 942-2654 r F. Ql relocate texisting sign as necessary to be outside of new handicap parking DEMOLITION NOTES: C0Ptq..kct6i sh At .1pace own, ;4.4i""" A�, sh �on constructi�?n plan. Install in new concrete footing minimum 2 feet deep by Ir . .. ........ BASE BID 1. Contractor shall make concrete saw cuts as;'4hown and remiove.shaded portion.4 of,,eptribrete.. -,06nir ec�dr�shall remove And. �Iispose of existing BBQ pits (typ. of 2). --- ------- Coordinate saw cut locations with cqnst A. r4c tort, _4r6btor shiwil fvfi.io*�n ,didispose of existing tree if necessary in order to allow for -"in4ta1IatiQPvbf'%Wh. as;.s Ik h6wn on the construction plan. 2. Contractor shall salvage existing pibii Id'Jap' lo *W* ash can y4th mete iiij and., e� ....... rejdd4te to new position as indicated`�- n ci!i� and:dispose of eiistinb,.,t,"-.,, w. �.. 1% skicti6o_plarr ReffibVe P %9 Conteadipf. an'Iremove existing concrete and/or asphalt paving as required to pavih table comprete base pad. . . ..... ........ t0illatloh-of,riew A 54 w1ow1m. truction plan. Coordinate with construction plan. per cons CId 6 ' n�,plani�are ip'kroximate. Contractor shall be responsible to determine exact It N\ � or sh vage sha)qied�'0.6fti' r6ftboriz6fitai wpod poIe$';13,e6s6`io tz ' f"'.. ' i:fQe__rembva] as,i bi�t �Ouireo,til- pet requirements of plans. Xk15 ------- 3. ) ,tr PriiiTove and sall ,'�AWO fin c �C IM � X % r �� ..". . 1 1 i 11: . .I.,".. .1 . - f n7',,%b der asliridicated on the const*tic-�i nz �kll e r6qU irpd V� bles not.' xcqi� po p 9P F, 7 ....... III b d nd disposed of p P -1. 1 ." ., *t e 4rpuv� a e ti s. b 1 .GO�l tr ct r's all r�m9v0-exisW%,4q'0,%M*te porch at Scout House entry. Contractor shall be si -tt,I 1 0 1.. t� t; t� ,p ie _rejnst�i on �A 4,s nsi', o,r;, P of roof structure while removal and replacement of 4 X(e'land salvagg p.q.416tin- eloc n aslithdibat6d POrary siu., lort SCbntrac1N--1' �al - I I ., cc, Mml /construc� n. nct P V_ 01i YW saWr n selod exis t inor� rnqta post g tih -X ,, I _7 c At 6 A- 6- &�.b p m6ve and salvage existing water fopritain for relocation per construction J .. ..... aN, 'Uption piap� Rerp Vq,Os �1't ndicat1ed1w-.-.qppW bve cor d aip .._,�bhtr to_r.shWI,remoy I ind �elib/ aie to po i4p%ei pet baie and,,' ytl" .......... `lSee Ai.ch%4(Autk),plahs for add iWork. itional demolitign I......... 7 n7 I T3 llxl�on -0 af4ir4.Iin6 to rerpal.6; --Prot ........ _9.. or'qi$4tg !ect 1 place. Location is approximate, depth F Z* it ... ...... t broximatelX18% �i' .. � 7 J V." ..... ...... kon a.IJ .............. % kxlptin� irtigii. 6 e�ain. Protectin' e. Location is approximate, depth .... .... rr'�jnO to r it i t,t.-,#- . , . t .......... % .......... ....... it_ ........ J %% t approxiMately(.1 ................ te"'. - -..'i,-,- ........Ile �ne�o re main. Pr .... .... ...... sting 6fiect in place Location is approximate, depth 24" max. ...... ...... 611� Ejxiif�g electriqeir Un4 to r4ornaln., ProtetctJri place. Location is approximate, depth 24" max. t t I 'Location is approximate, depth approximately . ............ ...... 17 lExisting arain4i)rre t Ir ain. i.10 ............... 02 I 'Exi�ting ra.�tewsr.,I r ajn�I P tedt.io-Odde. Location is approximate, depth unknown. ro A . ....... ... ...... rertf-ph.' P I Location is approximate, depth unknown. ............. E* rotect isting 2� i6�4er,...... ....... UJ ............... ............ ...... ITEM A! �T' /.ADDITAVE ALTIERNATE t. ............. itConVa0f6ri00* -ro, d,id tpf�egjsth g drinking fountain (in lieu of relocating existing ......... water. r2 BIDIADDITtY T.EM !!G 91 . ...... ........ ontr*r shaliYornove, salvage and relocate existing trash container, metal post and chain. C) ........ '�Ated onstruction plan. Remove concrete pad base and 0 �elocata to position i6di 7777� ..... ...... specific�kohs% ...... :,o per tcr, ntr' i6r shall ive and-,salVae existing bench. Relocate and reinstall as indicated on remo itc ristruction p an. .............. .......... ose.9 '-GQntra6t6r-sprall rer&ve wood fence and metal posts located on top F-4. .. ..... G,2 .......... _�-of exi ti" ye'taining whW. ainino'holepJk over from removal of posts solid with grout. a Ing- tAD' T;EK.AYP ........... Ioontmotor shal).remov6-and- s �Ivagr6aif6xistiriQ irrigotion sprinklers and risers located along -1 al-lines forpo F-1 9 dge -the pl,4,arda,_..Ty0 ...... Lh sou w� 6 -of al/i6f 10 sprinkler assemblies. Cap all 0 Aremainiriglopenings in atc fU tW., s e. All salvaged equipment shall be a turned ovot-tq-U-it b C aotor obAlf, il a existing spr1*kIer s ontr 6c tefiaiad lower a sembly as required to allow for _0...new. ins allatiorf6f ay.hpg p, e t Ir er 06'taiI,,&,:;`i0eet C-4. Typical of all symbols shown. _y,.priorT9Jo competion.C E se t ,-,,,ReIocate laterar* ii C FA TL Ya Ive box and turn over to City. ge existing Vo ntradtor shall remov"n . ......... Z.......... qappq moati tt -Contractor shall JoW d li" Ilow for installation of new paving. F4 er existing n rfspr to a . .......... rbox as require vaiye ......... existinpalvOr & d to allow installation of new walk. 0 Contractbr shalb t... Um -.IVE BI' ------ 4DOIf D ITEM "GlI G i ....... .......... 7 ........... ........... itItterlck� -e G4 /'In all.areas wh z _.9re In g p�vers at e installed per Addithia Bid Item "C", contractor W \% . ...... 1" shalli,.ra isting irriggition re ......1Z. sprinklers and risers and cap all remaining le, t t, i ............. ... ---- ,age $ill e� ........... .... 2 t......... ...... open possible-f6tu� se. Do not remove lateral. All salvaged ...I........... .. 4 1 r ...... .... ...... ....... .. ........ eqy) p... ......... ...... . ...... job completion. Any damage to existing t .......... ------ ...... ..... -- ----- ...... . `ro -contractor at his expense. ;. ....... Jill CL .. ............. ... Ider assembly to new location per detail 6, sheet C-4. . ... ...... W ................. ........... .......... .... ...... ....... ... V, 7 ------------- ....... A c e 11 proposed new paving. Typical of 3 sprinkler 4, ............ A[............ W W . ............ )QxT�. -V .............. .......... ......... lements related to the light fixture. Contractor shall be responsible for all qr s`� tremove and dispose of existing light pole, light, guy wire, overhead service ;i I ......... pis t ... ....... ci full coordination of all work with SDG&E. W ............ U) Liu . ......... ft.......... lW z LL tSCALE 1 30' - 0 z /* .... ..I D S CO3 ELL ,7 Cz 1P Data c sheet, AMUST Too N93 I! 0 T EIS ........ GRA _V� RA$E 131 .4 % s a mei -elevation of adjacent existing paving or pedestrian walk. U, Con h iq at arid.m.a. 1) 5 -P 0 nish surface at entry doorway shall be maximum 1/4" below -Elevation.acoricriat 441 "t-A- 44'. _J . .... finished buNin6416or.iind maximum 1/2" below finished door threshold. Coordinate work itith-ArdhiWotUraf pli e concrete away from building and door. Slope not to exceed N', ..........I- Anilany Inaction. %Mkimurn%'slope 1%. V .... ...... S -tractor shall provide all labor and materials as C.9 ve en Argeny 1p -to tor Mork,6s. sh6W rObte'a t let, ro I I red 'Win...detail. qu 1A1 . ..... 4 maichl fevation of existing play area concrete curb. .......... N --eJ 5 lit Ii�, I;,� It tell .4 §t!C,/ 466 to remain. Protect in place. Location is approximate, depth 0 w Ate� �_5i. %tapprw?w ........ 4z. . ........ ----------- ......... . ..... &isting"Jrri`q+ dq4W' mai line to remain. Protect inie`�Ja6e. Location is approximate, depth It proximati 5l % tl i J t - P Aeqi-)A�plac�,,- Location is approximate, depth 24" max. ....... ...... 7. x Is t i o g:,A44 e P ho. I it ll� 'e" ell % Ekisting ieldqtripai 100,46.,xial Ffotect .. .... ....... ...... _"18cation is approximate, depth 24" max. in plaa,, L 744 e., 1 1610 e p -vomar teaftin lace. Location is approximate, depth approximately 9 drain liqe,t� Pro 4� W ........... _4 to rer ProtectAft place. Location is approximate, depth unknown. ........... 'IA 0. #xIsp, 6" sewerline riaiii. Ile Z.�------------ - t in p acq,,tilLocation is approximate, depth unknown. �xlstlnb ne ti) remath .oted ............ .... Y ADDIT IT E e... .......... Y ... �%_...... .. . .... ...... .............. Iqlev4tiohebt*adjacent existing paved surface, channel drain, 'actor"t-haill r4e an ,++ < C4\ 06-nti, Ot match ........... A iand or-play It............? .. .......... ITea Or; .......... .......... kraptolel shall moofOodmat0h el'6 ion'tipf 441acent existing concrete swale. jo ............... G ENIMAL N:OTE' /IlAs a-part of contractor snq e res.e d and mulch all turf areas disturbed or k the sp�qcifications. ageol. 3 ....... X.......... ...... . .............. ....... . ............ TOP ISLIFIB T TOP WAM A FIRISWGR *APE t -TION'M YVATE .-HARDSCAP 'SL+OPJ5;SHALL NOT EXCEED 2% AND SHALL NOT BE V 4REC _�fl FLOW ON zi��SS THAN I- -------- ----------- .................. 4 .....I .............. �7 ..... Ilu .............. .......... 1t ............ .......... W ......... ....... .......... ........ ........ .... ......... . ..... .. ... .... I.......... .......... (L ............ W ......................- ............... .......... ..... ..... W........... ............ ........... ......... .... .... .... 1 ............ W ........ .... U) LJU I.......... W ILL IO2 V ....... .. ..... Ile It /*1SCALE 1 30' 0 I< tD CA G. ELL/ IDits eoF C h t e e &UOUS7 so "83 he CONSTRUCTION NOTES: 8. Contractor shall install metal bollards per dietall 9, sheet C-2. Typical of three. 19. Contractor shall install 4* thick concrete slab at base of drinking fountain. See detail�,,sheet,, Contractor shall install,,3'..cAquare.jnternabonal,s bol I ym o accessi ty,painted in blue with white symbol, per A -,711 requireni". Sc hilot C-3 and detail 3, C-2. 0A ii�d P"s, "0.., �' 4.*�. BASE BID 9. Contractor shall install new handicap parking stall with signage per detail 3,sheet C-2. %,,It .t. "I" sheet C-2. er 20. Contractor shall install handicap parking signage on galvanized steel post A-1 litle 24% 10. Contractor shall install concrete walk and concrete porch at Scout House entry. Porch shall requirements. Install post in minimum 10 deep and 12'diameter concrete foaii�q�'61gn 24. ContrIDd h If s blii[o piahted'par*01 k3a siiii"r,AOA d9d T&O?4-' 1. Contractor shall install concrete walk/slab per details 1 &2, sheet C-2, and per measure 8'-6' in length and T-0* in width. Thickness of concrete shall be as required to shall be minimum 70 square inches in size. Contractor shall also install warning sign r�pequirern I ' s t -2, ee specifications. Cross slope shall not exceed 2%. Walk slope shall not exceed 5%. quirern F., meet elevations per grading plan (not less than 4*thick). See grading plan for elevations minimum size 17* X 22" with 1' minimum height lettering that warns.brivers of possibility of 1 .1:1 ..I �i I I. I I:I` or shall install 6"concrete curb per detail 7,sheet C-2. See detail 3,sheet C-2. 26. Con"Tc, and slopes of concrete. Contractor shall make any and all necessary modifications to towing if reserved spaces are used without authorization. Also provide information on 'v, 't,22.&Z.....Contra.co p,a ving ovelel all" ria as raq F.9 2. Contractor shall install concrete walk per details 1 &2,sheet C-2,and per specifications. 11 ins Ill s it pte base mile, rc:,` *0 drio al Ml__ I existing porch post as required to complete installation of now concrete porch. See sheet A- recovering towed vehicle. Provide full scale layout of signage for City rqvip.wand approval. meqttle I ti nq I. -an4.tp.1iII all L,:.. Bet and, ,. 27. Existing picnic table and concrete slab to remain. Protect in place. See detail 3,sheet 0-2. Meet and match elevation of play area curb. Cross slope shall not exceed 2%. Walkslope .1 � 7. Signage shall be of metal material as approved by the-City. See detail j,"i at C-2- c ele s of it till w in ".1i recirtain,proVidirig irn�,\ shall not exceed 5%. on 0 28. ,"61stirig trash can and concrete slab to remain. Protect In place. See detail 3,sheet C-2. aflon.dNll neAk.asphalt .9 01. 11. Contractor shall install bench (relocated from east end of play area) per detail 8, sheet C-2. 21. Contractor shall install handicap parking signia 61for 014arking on'tialvanii steeli�bist, a a I on,p,14,09446'elipprogim oments. Installp;iI'i6dV'.d.,ap to sill I a a t 0 shall install retaining wall per detail 6, sheet C-3. per ADA&Title 24 requirc di,1 2' diaim t6ric note foo n �1)11 CA phalt as 29, 60intiacte te tigi t eq X actor shall nstall -Citt r a ateol "Ol 12. , Contr te, -can.With vqtal post and chain-(relocated fromadjacent,area)per ign shall be minimurn 70 square inches'ln size. M aot0#1*911 also install/warning signi* e req 0 uirle,_t a ....... . .......... --;"'30,1 Contractor shall raise and reinstall existing drain to meet and match now paving elevation. that i�ams driver. N 1,050 detail 3. sh inimurn size 17* X 22" with 1" minim a set 3. um ��j6hi. o4sibility 6f' wing ff reserved spaces are used withoutlevilhor I etail 3,sheet C-2. I "e, i", See.d t 13. Contractor shall nstall refle a caution I existing guy wire.",,Submit samples for City covering towed vehicle. Provide full scale I out i revie and approvbl. 4 approval. ti C trapto hall install removable bollard per detail 7,sheet G-4. Typical of two. See detail 3 N ignage shall tikof metal material as approve 3,shoat Qy2, 37 shoat 2. 146,�,IIContrartor shall nstall BBQ )f 1]6, at C-2. BBO"p 1ii22_" 46tractor ikalf hiiVII concrete ramp per A 4 1 slqpe ....... % i a ,its are to be -'exceo 1:12. C�Icles of ramp slopes shall ot, a 8' 1ns �a 1 wi roqWd 22. Install r')ew'ipaving. Sea Sheet A-1. ot'Ao 3. Contractor shall install picnic tab]4 t and trash can with metal post and chain, (relocated from provid6o by City ...... th i.01 ti -2. orddrjat eftedgft,of the ramp perADAa 1 1 roovqs shall be o water new handicap parking area) and pricrete slab per detail 4,sheet C 14�,6:10.'%See ditpil 3,0eet C-2. 331 4' Existing:dom4W line to remain. Protect in place. Location is approximate,depth 1&.. Cortirgitriphall rovide all I a' 010416,,dxisting a�l,, ti yater fount 1. ."1 // .11 " . '.. e. I'approximeltdly,*wle. t646r location. i ,,1,� 1.nstall fo Inpe etail V iheoj�? 1. �I..... .... 4. Contractor shall meet and match c xisting picnic area concrete slab with new walk, per manufactureral it. 11 1 'requ recommen ation "O'esSere4quiree to meet d li�ftap haliol; irements. Extend 0stintIA', "S4. Existing irrigation main line to remain. Protect In place. Location is approximate, depth 6. below' grade from old water fountain 5. Contractor shall install now handicap parking stall per detail 3, sheet C_2� domestic watiik 9,An a poroximately 18'. ix t*A* dvi6q 41teoperati 9, o n n. star Il fi t ZeS - ing-6dess exiftipg&A linia-andir'tin 116, shall mateb-Oxist 1 in 111"Ifs ldssAhan'�Tv 33 ...... Existing telephone line to remain. Prote -in place. Location is approximate,depth 24*max. 6. Contractor shall modify and install wood poles (using salvaged existing w�,o(jeobles)as�t,,to 1�7u 41141f1win, fshown and per detail 6,sheet C-2 Adjust elevation of timbers as ruquir diameter.'12*cilia later.shan be minimum size,drainfine-Jastalled.,.). minimum height above finish su a of newly paved areas. 6. Existing electrical fine to remain.A,&ect in place. Location is approximate,depth 24"max. terials t ContractoiIIellhall mvii&all labordod'irria overrien ......... 3-K Existing drain line to ff. Protect in place. Location is approximate,depth approximately 7. Contractor shall install concrete p�d fortrash bin per details 3 and 7, soiiiat C-2 i-Mliat and Ii theeixisting�(mtr corn b6il4igg par and-match elevation of adjacent existir 4*-60. ia�phalt paving. �xisilft sign t6.i ad;,proted in placiii. K-1 6"spwbr.lf to remain. Proact in place. Location is approximate,depth unknown. istalt new pi�niq.t.q L... Contractor shag bie concrete slabiand reinitall salvaged picnic table aOd trash cah with p* detail; t par _4,iiihait C-2. Contractor shall also instal now retaining wag 1 ting.;r1levier line fto remalh,, Protect in place. Location is approximate,depth unknown. surround'.as sho, n o6 plan ia�d perjVetail 6,sheet 0-3. '�.�Qohtractor shall install handicap pd;king signage on galvanized steel post per ADA and Title ........ ...... �24 req uIremdrits. Install post in.mininiurn 161 deep and 12' diameter concrete tooting. V, i §ignage toi-naE nly*and'No Public Access or Parking". Sign shall be id'�Disablecl Parking 0 qup inintuitt,with lettering minimum 1" in height Signage shall be of metal material IVAZZ M .. ..... asiapproved by '35 ' W ADDITIVE'ALTERNATF,-131D ITEM ..................... A4 -Contraclor-sinsilli Kstall now dripkihg fountain On lieu of relocating existing water fountain)per detail 1, 4;hbei-C-4."Tie into'6xisting domestic water line and drain line at location of d 11 necessary connections and run new water and drain 90111 C/) Z ad ... ........ in Provk 7 1% in er.and drain line- now fountain. W line and drain line sizes UM n un as existing drain line is less than 2' diameter. 2' diameter shall be u rn ax ii, u al 0 1 line 11666 IVE LT T M 'B' 3.9, I f It ... 00M fsiiiiiat Cw& Pavers shall be Unistone concrete pavers as available through (714) 74.-0415. -Submit color samples for review and selection by City. 3.3 40 metat border restraint per detail 5, sheet C-3, continuous along south ............. . ...... CoI&act6t,*shall.�istalt d d IC4 an 4ast a gas and on north east corner at edge of pavers. BID ITEM 1.......... Contractor shall install interlocking pavers per detail 6,sheet C-3, As a part of this bid and . 7 as a portion ditive Alternate Bid Item*B*. Bid and install metal fit, per detail, on all paver edges which are not installed immediately adjacent to which have not been included as a part of Additive Alternate Bid Item "B" O.e., nd of play area has already been bid as a part of Item*B*). f?ii&2 1 install 4�X 4'tree well per detail 5,sheet C-3. ............ 9A4 relocate (if shown to be relocated) existing benchas as required shi 0�4 trash can with metal post and chain (salvaged from this area) per . ..... AIJO�TEYE-11101T]Eli % 7 .......... T per detail 2, sheet C-4. Contractor shall make L . ........ 37 '7DA 0MV91or shall Esuitil drJhkin `N-Mo' A shall be reinstalled per detail 3,sheet C-4. toun in ins IlAti n, er 0 i A .......... -400' tell it icrete as indicated by cross hatching. No slope in trils;area on coronat 2 % DIVVE B1 D ITEM t k fence with two gates continuous around perimeter of e4'height to top of fence shall be uniform stin li shoo pits per.diai 'I sheet hiespoe pit areilf as measured from horseshoe pit finish grade. tor shag- fence on top of existing block wall. Core existing wall aa um 120 into top of wall. Grout posts in wall for secure fit. C-1 ...... now.pub�111ingn Ifli t-vq' W awarded�contractor shall install chain link fence on top of wall. nee pOtts' hell bei installed a milinimurn of IT into wall prior to grouting wall. Once In Red gl�ou;posts pernianiantly"into wall. Chain link fence shall be installed on grade it ftamr,'J" is not.awarded. ...... additive bid Ulm C-1 AD61TIVE/IBID ITEM ;H" ...... .4abor and materials.necess W i-J-1 Coritractor shall pro,4de..49 ary to complete all work relative to ralcliramd ID ITEM "I" < 'I'llitoicir spialliprovide all labor and materials necessary to complete all work relative to staffing-kew haroicap accessible restroont at the existing Scout House as indicated on the ........... W ............ awsQWkirVikinctiarchitectural drawings. T ..ITEM -06 J ------- ..... ... Ci3ritratitbitrapall provide all labor and materials necessary to install only the retaining walls W comp or shoot J-11,and detail*M*, sheet J-2. (Fill material and drains will be provided -2, UE2 by 0tnQrSJ All other work shown on sheets J-1 and J-2 are not included in is con t th trac 40 Iscope 6(work, unless otherwise noted in these construction notes. > DEDUCTIVE ALTERNATE ITEM "K" % K -4i W 1 Contractor shall install wood doors in place of metal doors In the Scout House per 41 architectural plans and as called for in additive bid item "H". fLL t _4PP,_Z� fill 0 f Z, jq. 4/A/ I SCALE 1 30' 0 _T % %.. % Lk 1pe'Uli % DSCAAb G. ELL/ % n coritp�e as d I it, xap am d 1aA,3 *is n 0 a tr U314 13130 PIT AREA ENLARGEMENT DETAIL OF CA she. 1 2 t\ �IS'rq- bp�E Kr. �,G•r�-1 Exlsz c� � Q 5�' cupv PIPE-, / b�v r 1'6`410[3, - LEGEND °pb : 6PFPo�L. ��IST� /29 �qo" b 1. AFTER PRELIMINARY TROWELING THE �- 1/2" RADIUS TYPICAL CONCRETE SHALL BE PARTED WITH A 'p 2S l� o` , '9 STRAIGHT EDGE TO A DEPTH OF 20. JOINTS SHALL BE TOOLED WITH A 1/4" 23 24 6 7 6 p / VANE/, � � 3 4 IIIII ("�� II III RADIUS AND SHALL OCCUR AT MAX. 9'- 0" O.C. SEE PLAN FOR LAYOUT. 0 'I'O A+•+ III 2�+ I'1G;6., z- lJ i �I �, x i ,I . , o •" }v -s S ATIONS 2. CONCRETE PER SPECIFIC . O 23 t 3. COMPACTED EARTH PER SPECS. IIII f-- �5� CRACK CONTROL JOINT - _ 24 `5 _ - - 4. POLYURETHANE CAULKING. I �� (11111 III � -- (i1111- I/ .I ' _o . • . 2 12 5. PREMOLDED FIBER EXPANSION JOINT. 28 31 �. Z 1 2 6 4 ��l PS6r�lU�� 6. 12" LONG#4 SMOOTH DOWEL AT 24" O.C. =pl G V/- - '('(?. LEGEND �� o° E- - 25 1 26 \N� S, ` - -� �-. 1. COMPACTED EARTH PER SPECIFICATIONS. 0 2. CONCRETE PER SPECS. SLOPE SLAB OR WALK 2% TO DRAIN. Oo • b� O `� �; as ' 00 3. FINISHED GRADE AT LAWN. -. 19 Y 2a oNl�1 1�1 6 . 4. FINISHED GRADE AT PLANTING. � Y cn 6 5 3 �ft�P r � 17fi>�I _ 5. SEE CONSTRUCTION PLAN FOR WALK THICKNESS. WALKS ON WHICH MAINTENANCE VEHICLES v I T'(G'"t; I T n T. I"16T�� WILL BE DRIVEN SHALL BE 6" THICK. OTHERS SHALL BE 4" THICK. r�`.o" O`iR �It � 30 EXPANSION JOINT �.��5 c,o�R� I_II ow" 44c � 4.16' - IU`i��- IU f+1-�� JliLll� Wt��P+f�i , 11 +S T�o+T P��IJ 5T6u.~� o.trrP, rti.+,.� 6 - t�f'•+ 6�. c�I��+..�ISE U�, I 20 22 27 28 1 21 15 bi'Nf ?��M6�iJ I rxx6 Ciou A-1 a 1 CONCRETE WALK & SLAB 2 CONTROL &_EXPANSION JOINT _ �;KIL"-r 4T -rn�e-- -r° NOTE: REFER TO CONSTRUCTION PLAN, SHEET C-1 4A6vV-( I'b�104 '(o oui FOR CONSTRUCTION NOTES II-ISr� 1 2 II 3 CONSTRUCTION PLAN AREA ENLARGEMENT Ulm 12 4 LEGEND 1. FINISH GRADE 1" BELOW ADJACENT FINISH rz== SURFACE. LEGEND n - 2. EXTEND 4' THICK CONCRETE PAVING 12' BEYOND BACK EDGE AND ENDS OF BB O PIT. 3 4 1. ADJACENT PAVING. 'U ( 3 3. PIT Pbs� P -• -4!DEsP b( GI F(. 2. BASE MATERIAL IF REQUIRED. 1 2 7 4. CONCRETE PAVING PER SPECIFICATIONS. 3. WOOD TIMBER, 113 MINIMUM OF 5 TIMBER SHALL BE BURIED. AT ALL 1 2 5. CONCRETE FOOTING. I V'L CHANGES IN DIRECTION , TIMBERS 1�1 pp o I I SHALL BE CUT TO BUTT ENDS FLUSH. 4 6. COMPACTED EARTH PER SPECIFICATIONS. II I rIl I I 13 I 4. #4 REBAR STAKE DRILLED THROUGH 7. HEIGHT PER MANUFACTURERS IIIIII�IIIIIII II°" TIMBER AND INTO GROUND. TOP OF LEGEND _ RECOMMENDATION. �; REBAR INDENTED 112" INTO TIMBER TOP. STAKES SHALL BE SPACED A 1. CONTRACTOR SHALL INSTALL SALVAGED PICNIC TABLE PER T v -po: O_ _` - MI MANUFACTURES RECOMMENDATIONS AND AS APPROVED BY THE p II s N MAXIMUM OF 48" D.C., MINIMUM OF 2 (IIIII` 6 PER TIMB CITY. ER. ` J _ oo' 5. FINISH GRADE. , _� 2. CONTRACTOR SHALL INSTALL 4" THICK CONCRETE PAD FOR 0� IIIII ' '� 5 PICNIC TABLE. MEDIUM BROOM FINISH, UNLESS OTHERWISE CALLED OUT ON PLANS. ° 6. COMPACTED EARTH PER SPECS. 3. CONTRACTOR SHALL INSTALL SALVAGED TRASH CAN PER DETAIL SHEET G''7 4. CONTRACTOR SHALL INSTALL SALVAGED TRASH CAN POST AND UI V WOOD TIMBERS CHAIN PER DETAIL, SHEET (--';, um 4" PICNIC TABLE 5 BBQ PIT z LEGEND < 1. 114"THICK CAP WELDED TO POST-CONTINUOUS WELD. GRIND SMOOTH. Q 2. 4" DIAMETER STEEL PIPE. _ I4o7 NP Un LEGEND 3. PAVING I' , W GII U LEGEND 1. BENCH SALVAGED FROM SITE. _ _QI 4. COMPACTED EARTH PER SPECIFICATIONS. � > 1. FINISH GRADE 1"BELOW TOP OF 1 2. COMPACTED EARTH PER SPECS. - 5. 12" DIAMETER CONCRETE FOOTING. W 2 �I�F�j DII-IS CURB. 3. CONCRETE FOOTING. I Z 2. 2" WEAKENED PLANE JOINT AT V p° 4. PAVING OR FINISHED GRADE. } 10' O.C. MAXIMUM. -- -- - 3 W �-- 0 0 �9 3. CONCRETE CURB. LL z 4. COMPACTED EARTH PER SPECS. O o `p 5. CONCRETE PAVING PER SPECS. 0 o O? oa eL° ',° I. •__- , - o I I III O' � ° 1 o�,NDSCAPF U U ` IIIIIillll t _ I�11II a� o • ,IIIIII �' ! ELUpT/�,y 11° T IIIII -••. , I ICS- •-�- �` o��, s s �9r4FOFCAIiEOQ`� 7 CONCRETE CURB & PAVING 8 BENCH 9 STEEL BOLLARD sheet G°ugusu I GO 1883 To lolJS'(p�+tJl+1 ('6`1Iu(� 6P+Ed�, �I�lu • SP6c.�S,, b•ue br.rb�,N'�t-C1> • ., '�►'r -rwp*('i 1'� pa &"r&(IW Awl o)J- Llea�-� INSTt��•Ea• •� ` �11cP��-� �i��111�6r PF-IZ AEI �b ?A•' '(I',t;� C�p />,TD 61 IC tLE. y ✓t � Wei +�� M fP-6 1�1� FoP' G-QUaltFi PtF� (�i q�` MoPEL�LJGP•P 65 • +^ but i-I6►JuFG�-rLIP,F.I� 1'Y re*skiri4 Wc..�:IgIJ (�011� 1c3•�.-.05).x.. �f`./•?��, �.i-YrI.L. "'� I � , ,!• �. \� ,y , - rr�vr�mP� Tn p� I T �� 2 \ 5Q61'IIT �+'IPLC � GPPI',WGL ALL CONSTRUCTION MUST COMPLY hN I'-Slope of WITH THE SPECIFICATIONS SHOWN IbE't� , �' 7pItWIpFi-bL�.rh6��.P,D ,+tk^' > .r i I •_ 1 J t Slope of Retained Earth Retained Earth �F`l6 'lo 1+4w,,6%J Level ✓ `� p - Level TABLE B Horizontal Steel _ (� lJ rrp,��oop2� \'V �, \} !.• �y��M, ' ---••- " I � e Reverse Side Typical Reinforcing III_ I M I Steel "R" Wall Types"I"' Key Size "K"Mortar Joint Typical Mortar Joint 4 Bars 16" I'-- , � •' 1 t _ _ - // �:°1i 1 �, + ° ? y W 21/2" E p1 Plf'- \ r fir A Type I Width x Depth I t 2 G" x +- �, +� N t t _ 3✓ s 9 6" Block D 6"x 6' _ e 0 ` y71r/y ° Horizontal Steel 8"x , 8 Type I E 8" L r I . e"Width in ,��r� erI N, <.Ia fib/ II' ��\ y, _ _ __ Hb'f? 1 Fa.L'�/b?f 4• - • - iL'� (�A P��[Pi� ,1� \ Q J } 3 (See Reverse Side) 8" Block F 12' x 12" _ I �yGIS? �Ik• ��il{.I I r GI ��L' I 1 / i "x 18' Tip W�1.1�. J_ a = \� i. • i i S 2 1/2" N None re - Zp C Tyne I I G 12 8" Block Required / �}� -ruls �U� 1QS See Note I d 2 y---Zl- f�LVov� I OPf�JII l ; I� t OG(i SCI �GGil7 Reinforcing Steel "R u W D p L ev 1,0 1 6., Reinforcing S Vn .' Rei S rcing � ''^ Z D u d �' � �;ib 1111I�71IJ(� Reinforc reel "R" om r I �N� J 'I ti,.• 1 fi 3 Bars• 24"O.C. I 6•••Steel Z s v �1E1J l.1LJ ._ f'�•/IIJ(�', I S 41 �y I ' „o1c::wsax,c s:wwu Mortar Key 2 #4 Bars-32"O.C• T Mortar eY-� t M �. F1.�1).1. �(,,� _ -1AW OP�Llu1u(� • ! �• ' 3 #3 Bars. 16"O.C. I iR}ISNIUr"� CONQUISTADOR. -_ __y 3„ 4 114 Bars-24"O.C. 12" .r2-#3 Bars ---- � 6" I I•+- - 6 #5 Ban- 16"D.0 IK +g• I Size NOTE I: When a "C" Type Wall is I i Key Size "K TREE GRATE Footing " " required,not less than the lower t 16" of +- Footing "W' wall height is required to consist of 12" masonry s, TYPE 1 WALL y unit TYPE II WALL 12"min.concrete depth 12"min.into 12"min.concrete depth 12"min into natural natural ground or approved compacted THESE WALLS ARE NOT DESIGNED FOR ground or approved compacted fill fill BUILDING OR VEHICLE SURCHARGE LOADS TABLE A 2 GRADING PLAN AREA ENLARGEMENT SLOPE OF RETAINED EARTH - HORIZONTAL RUN TO VERTICAL RISE Wail Level 6 to 1 4 to 1 3 to 1 2 to 1 1 % to 1 1 to 1 Height T R K Footin W T R K Footing W T R K Footing W T R K Footin W T R K Footing W T R K Footing W T R K Footing W LEGEND 1.5' A l N 1'-4" A l N 1'.4'• A l N 1'-4" A l N V. All N V. A l N 1'.6" A I D 1'-7" 1. SALVAGED STEEL POST. INSTALL AT SAME 2.0' A 1 N 1'•4" A 1 N 1'-4" A 1 N l'-4" A 1 N 1'•4" A 1 N l'-4" A 1 D V-8" A 1 D 1'- 10" -- - - p dw (b1rTc. 2.5' A l N 1•-7" A l N V.7" A l N 1'.7" A l N V-7" A l N l'-7" A l D 1'- 10" A l E 2'•2" HEIGHT AS WAS EXISTING. 3.0' A 1 N 2'.0" A 1 N 2'-0" A 1 N 2'.0" A 1 N 2'•0" A 1 D 2'-0" A 1 E 2'-2" A 1 F 2'-5" - '/• 2. SALVAGED CHAIN CONNECTOR. 3.5' A l N 2'• 1" A l N 2'• 1•' A l N 2'- 1" A l D 2'. 1" A 3 D 2_• 1" B 1 E 2'-4" B 4 F 2'-4" /,I IULIUh )�,fSSY� "s , m el 1 4.0' A 3 N 2'-4" B 1 N 2'-3" B 1 N 2'.3" 8 1 D 2'-3" B 1 D 2'-5" 0 4 F 2'• 5" C 4 G 3'-4" S1' SO Ell I'ICHI , � C�bdL{E Yf tU _V LW 'eif%.J 4Tr _ 4.5' B 1 N 2'-6" B 2 D 2'•6" 8 2- D 2'-6" B 2 D 2'•6" B 4 E 2'•6" C 4 F 3'• 1" C_[_5 G 3' 9' P1Y SIOf. - °Pt lxrl�r�ll tINSTGu.W ow 3. SALVAGED TRASH BARREL 2'- ( I� al (III>t oF' NORSE 4jaE, f 1 r i 5.0' 8 4 D 2'•9" B 5 E 2'-9" B 5 E 9" B 5 F 9" C 5 G 3'• 5" „III 5.5" B 5 D 3'•0" .0" C 4 E 3'•0•' C 4 E 3'.0" C 4 F T.2" C 5 G 3'• 9" 4. CONCRETE PAVING PER SPECIFICATIONS. �1 6.0" C 4 E 3'•3" C 4 E 3 •3" C 4 E 3'•4" C 5 E 3'-41, C 5 F 3'•6" C 6 G 4'• 2" � �L'"�L((�J. Pt�zsf. ?��• 6tA. 7.0' C 5 E 3'•9" C 5 F 3'- 10" C 6 F 3'. 10" C 6 G 3'- 11" C 6 G 4'• 1" EUas '4, Ff, IPC•rrH4, F of 4 5. COMPACTED EARTH PER SPECIFICATIONS. d!&� 0P t YI6•,�. tI o•�• Q8.0' C 6 G 4'•6" Footing sizes are based on 1000 lb.per square foot maximum soil healing value. �V 6. CONCRETE FOOTING. 1, /�w �xPoSrG17 SLIP-�F'b�S n1- i�E'T6IUIIJG�' \Jha.t,t S�lbw P-��.cE. j- .F1 -• . /L° - •- I�`h�(Gw. C�o'IfcM t161L - 7. FINISH GRADE. pp,lp)Bp, pblbJ'r �� ,fI�IG�s'pS. ti IU - fvI 2.f�'F.F+ I's16>:u wtaWb�tao.7�5Ir+�F1,.S�.�IG' �IJrs�M rfL�51r'?Hb b?L1 o �.I' SIC�I� ��bl' Pit'Jl IIJST�tI. Cv°UIIEa.�. __ _ �� IZ'$wd� hoa P 6 1 °U PGG; QtyF b PEA TI . puS Mlu 2 br _ �;, Fu Uu1 I c INSPECTIONS: Coil for inspections as follows: 6 5 A. When the footing has been formed, with the steel tied securely in final position,and is ready for the concrete to be r r, ., o w placed. B. Where cleanout holes are not provided: (1) After the blocks have been laid up to a height of 4', or full height for - -��f- walls up to 5', with the steel in place but before the grout is poured and, (2) after the first lift is properly grouted, °I VI pT g the blocks have been laid up to the top of the wall,with the steel tied securely in place, but before the upper lift is 2 grouted. - IIII I i �llEsp,�eaUhS� 2° Ixj(". Where clean out holes are provided: After the blocks have been laid to the top of the wall,with the steel tied ,"I I III p6ylU[J(, securely in place, but before grouting. N I I, I%IUl�tl (�ISGDE TlftiFrWNEP1t Q C. After grouting is completed and after rock or rubble wall drains are in place but before earth backfill is placed. 1 IJ�O lXGuif'�z�� 1° ' ^1 pD�FIU�• V .__ _TRASH ..CONTAINER D. Final inspection when all work has been completed. l� "&It rr�, wTwII,Jcr[- - WALL HEIGHT: Wall height is measured from the top of the footing to the top of the wall.Walls not shown in the tables must be designed specifically for the existing condition.The walls shown here are designed as walls retaining earth banks from level to CQ a slope of 1 horizontal to 1 vertical (sloping surcharge).There shall be no building foundation,driveway, or other loading on the -1 t L , um upper level within a distance equal to the height of the wall. USE OF TABLES: Determine height of wall to be constructed as described above and slope of retained earth. Using Table A for �1 51 Ib .N �JCu UFit� �P-J.1�15,5�6L�S W appropriate wall height and slope of retained earth, read T, R, & K designation & footing W (footing width).T, R, & K values F111, v1G' 4a04y. �� NLiW.r •Mr can then be determined using Table B. (� 01b v� i61JWILI4$ ly"IbLL, f r�pJlnL� EXAMPLE: Wall height 5'•0";slope of retained earth 3 horizontal to 1 vertical, _ FROM TABLE A: T-Type B wall Q R - Group 5 reinforcing steel L ICI fr11JGTy ':;iAbu. P>e' He6ww n LEGEND K-Type E key .t� 1 2 3 4 FTG.Width - 2'-9" W 1. CONCRETE PAVER PER PLANS AND FROM TABLE B: Type B.wall is Type I (see sketch) 8"concrete block. _ W01 1>11P Gr$ts l . "V TeA 4L A. P1"12,1146 f1'aj SPECIFICATIONS. Group 5 reinforcing steel is #4 Bars @ 16"o/c. - Type E key is 8"wide x 8"deep. _ == 2. SAND. ` [ (� CONCRETE MIX: The mix for the concrete used for footings shall be 1 part Portland cement, 2 112 sand, 3 1/2 parts 3/4 4_ CHAIN HAI N LI N I` I•E N V E W - - � III 3. TREE WELL/ FINISH GRADE WHERE maximum size gravel,with not more than 7 gallons of water per sack of cement.I I I ____ IIII IIJ I OCCURS. 1 " BELOW TOP OF PAVER MORTAR MIX: The mix for block mortar shall be 1 Portland cement, 3 1/2 sand and 1/4 part hydrated lime or lime putty. ' I IN TURF AREAS. 2" BELOW TOP OF Plastic cement may be used with 3 parts sand to 1 part plastic cement W PAVER IN PLANTING OR TREE WELL Z AREAS. GROUT MIX:The mix for the grout shall be 1 part Portland cement to 3 parts sand and 2 parts pea gravel (3/8"aggregate),with _ water added to pouring consistency without segregation of the grout constituents. Plastic cement shall not be used for grout U 4. CONCRETE PAVING, PLAY AREA ALL CELLS SHALL BE FILLED SOLID WITH GROUT - } _ M1� III CURB, OR OTHER HARDSCAPE W F- •• �' w I MATERIAL WHERE OCCURS. Rod or vibrate grout within 10 minutes of pouring to insure solid consolidation. Bring grout to a point 2"from top of masonry V Z Q units when grouting of second lift is to be continued at another time. .. - s � 5. PAVE EDGE INDUSTRIAL, WHERE O c _ d• OCCURS. INSTALL AT ALL EDGES OF MORTAR KEY: To insure proper bonding between the footing and the first course of block,a mortar key shall be formed by C 0G' % ' I I PAVERS WHERE HARDSCAPE DOES embedding a flat 2 x 4 flush with and at the top of the freshly poured footing. It should be removed after the concrete has '- C started to harden (approx. 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when G NOT OCCUR. the footing is poured,and a good bond is obtained. �_ O ( I III , 119SCgpF III I I 6. 10" LONG X 3/8" DIAMETER STEEL HORIZONTAL STEEL: Two #3 bars shall be placed longitudinally in the footing as shown. One #3 bar in center of wall or F E q V SPIKE AT 2' O.C. AND AT ALL ladder mesh shall be placed longitudinally in the mortar joint every sixteen inches as the blocks are laid up. y��P��G• /CrpT9�y� CHANGES OF DIRECTION. WALL DRAINS: Wall drains shall be provided at 6-foot intervals along the length of the wall and located at the level of the .� L 7 bottom course of block.They shall be 4" in diameter, formed by placing a block on its side, or leaving out every head joint in (♦ i u 7. AGGREGATE BASE MATERIAL the first course of block.Backfill behind wall drains or,open head joints shall be loose rubble or gravel. \ 1 K 'uru COMPACTED IN PLACE. \\./v/ SOIL: All footings shall extend at least 12"into undisturbed natural soil.Soil should be dampened prior to placing concrete in q 8. COMPACTED EARTH. footings. PROPORTIONS DISPLAY sjlFOf CAL\F�Q\� STEEL LAP:When one continuous bar cannot be used,a lap or splice of thirty bar diameters shah be used. 5 CONCRETE PAVERS _ 6_ RETAINING WALL . __ __ 7 HANDICAP SYMBOL_ sheet LaMC�M�� C�9 �gg3