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„ ....w...-.. ......... ... . . m ..,.,. <br /> �-��• /Ylr4Nh'OL f FRAME �'' CO VE/P <br /> 4O it9iir sidetvo%P /Z” 24" Carr` Iron Fraiae and Cover Fit AMEriRATE- TYPE I <br /> Soft Brush (Broom) Finish .4f Aeturas Trowel piirish Pin.irer'ton No. 4/d3 or EQuo/ P/rr,�rerfori T e A- 420 B ar E ua/ <br /> � <br /> 4 Is , :4.:.'••. • o. :.:a Via. .. • / r <br /> 3 T ..: '�''' .�:� �:C' "� -. .•�C 4• ::'4 Q... <br /> v ,'• r:�� r, °-_`'''4 •;4 4:a ':td' ••.4e tI ;0;\'r°4.'•�> ;:n.'` II:,Q•Q.':4 °¢ °' ' �o ° •a '-'` .:�°. %, ° '\ Pi'�cos>` rei�•forC ed <br /> (.O/97CSrB1e/ Aa <br /> 'a r/I7 <br /> 72-?R <br /> of Curb <br /> � <br /> B" h�yh 2_ 6 ., 2 _ 6 <br /> `1�7 � /'\` `[`+l { .,i .'y< ►' ''°•_., Lill F/ow/ine* F/ow"Ce <br /> oowe/ Rads Spaced /1" d.c. �re'Casf /eiilforced .:�' -'. <br /> as shown 4 .See 6er7era/ Note 42 9" Sond Cushion offer fu// Compaction Concrete Coae }:. ; o � <br /> WONOL/T/ X 48oM& TYPE CURB 6l/TYER4' A04FjNAL/YDia.: <br /> A//�/o/i�fs mortared and o:°' `° Expansion Joint ='4: Expansion Joint <br /> 6o.�ded ss/ir'h mortar oB ? ; A -� <br /> D <br /> both ialerior and Potr`erior ;X, R`:: /i'ef�r fo sht 3 for SECT/ON B-B <br /> Top of Curb <br /> surfaces ', ter " F/aui/ii7e D`viofions ri- B <br /> horfh Side Colle & ctosl <br /> ••° Ber.1e%y Infersscfiorr � ' <br /> Precast reiirfarced araivhole •. v Grofr E/ev �' <br /> GENERAL NOTES ,oiP es A S TM aesiyrr C- 7d <br /> C/ass Ill as regal/ed <br /> 1. Driveways shall be saw cut at the con form /ine as directed by a6>`aia Proper e—I'do, 0 v. Lowest e, <br /> It <br /> the en ineer. Pa rnent- is to be included in a ment for C/ass B 5, D <br /> 9 Y P y /;'2;'3"or 4"sec>`ioas `" FL. <br /> Concrete - Miscellaneous Areas a <br /> 2. New concrete curbs, 9ut/ers. and sidewalks shall be doweled to �+- Q <br /> existing curbs, gutters and sidewalks . I , Q B <br /> 7 <br /> S. Aao'I;' are rrleQSUreo' at face of curb. ('OPfiona/� , <br /> 4. PQyraeat for irrsfir//iny f/u9 /,? erisfiiry sealer piioe on Celle ye Ave b Curved CoAc. A` <br /> Shall he .irc/iided in R0.91Meat for 1femoviiiy Exist. Orn/rro�e Faci/lfiBs. �—/ -o"--.{ ¢•� Blocks `b Grout Co/lar <br /> 5. fu//comcV7so11017 6r ccvrsfiric/iiry A C: or Corclefe -alms 9/�/f 6cs mrrsidP�o'os i�c/uc%d ' \ <br /> lir other ileums of war P ondnv Oddi%iv.�a/ecv�iµonsof1or� w.!/bc� a//owed therefore °:}''i tiei }�►> `;if} o • p ,V '.q , <br /> u . ° ¢ <br /> 6. Locations oe the utilities shown on theplans are approximate. Coss B"" Coacr�>`e , . ' o ' e as <br /> Exact locations should be verified with the owner of the Curved COaCrete '� <br /> facilities prior to working in the area. A641 C71+ Defoi/ C/ass B Concrete <br /> 7. C/eorriry and G'rubbiiry o/-erls1my tree stumps and /-oo/s shall/ conform /o <br /> Section /6-/.03 of the Sforrdord SPeeif cofioos doted 4w 1975. �/ ,/ SEC TION .�I ' A <br /> 8. l'vont pfr�surhxii�9 Ber.�y,4renue firm l�Yesf/.oma rb �i•�e%y,�yprxie�Srti. 6''f6SJ oird T/ ��ef'1 Z S'TO.�/l�l S'El�l/ER /IiIANHOL f <br /> Fairfax � from oln ! %yAvenve to Jj`on�rd Avenae inoy LtA /rr�o%9ress of//fro fine ��Q� � �TO�� ���/� /�� <br /> /fiis,o%jerf!s ar�der ca�sfiucf/oma. Afr`eirfian Is direer�v' /o S'Ecrro� 7-/lit 'Caboezrfiori" /- <br /> af the 3tono'ord S',oec/�cofions• <br /> 9. t�,Ae%_V.4vermue from Kiest Lorre fo�rke%y Avew&v �,5'la 8x`65)a�a Foirrd r �Paar/ <br /> from o ham/ .Fb�de <br /> Urr/ass offierre,��e oc rShor1zeo'6y the Errgiir��>. <br /> /2" I <br /> ire /Llesh � <br /> Cor�nectiiry Pioe /Ex1st PiPa 2�6, .S- D <br /> - Back I U of Curb <br /> /l7orfor reinforced ' - - <br /> WIY/r Wile ares+ —� 6'Win►. �o i <br /> lydle" LQ1rfoce of pipes s/ra// de e/toired oad �ErPor/siorr doiaf �TyP.) <br /> a bond of epoxy od/fesive oP�/i�d 6ef"ore � � <br /> P/ochry raorfor�joiirf � i E <br /> F/EALD �/D/NT DETA/L <br /> /VO SC o% <br /> BY <br /> F/P.9/I�E gV "o47E - TYPE JI <br /> or E a/ <br /> • � L/inits of A. C. See Coast. il/otes Sheet <br /> (/19isc. Areas-TypeA)� Na.�'f far /ocofions <br /> Grote E/er <br /> M (49) 90 % Comooction a1 .. q.';;;:,• <br /> Grout Co/%r 4 %2' <br /> . � 8" Lifts <br /> 144 /8"fiP C.P. Coss 7lL <br /> 80 o Compaction '�� + <br /> 2 ' L%f1s /Ylaximum •, b c <br /> •� � ���'' Structara/ Bockfr%/ /19aferio/ :.;; <br /> ..�,'`= .... .. s''' •���` �Sto' Spec. -Sec/9 -3. 06) :•., e•.r: :••.• vr. <br /> 9S% CorrrPactior7 - 8"LiffiLlax. C/ass B Concrete 7- <br /> ti SEG'T/OPV 40-40 <br /> o o.o. t2' <br /> %57r0�PM ORA/N Tl�ENCH PeTA/L TYPE 1Z 'TO�P/L/ D/P.9/N Iil/LET <br /> ._ NO SCALE CONSTRUCTION DETAILS <br /> NO. OAKS PHASE II <br /> 7 <br /> J <br />