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' �` �--�� �__�_. _....��_ _" _ _' '----•` � ! .. �, . ..���� . _ . - � - '� d -- � �1 __ � i. . ... ' . � � v . _ . _ _ . _ _ . . . . __. . . . _ZL1 ia J . .. •� _ _ ____ Q °' FRi,F .. rStD F�OW±iNE PROFlLE _ _ _ _'.`"' �-__ _=-�,,., _ ...� __ �., _ _...�w __._�� _ _. _ _ Wz � w � ? _ _ � �� � . . . . . _ . . . - -- _ .. . - » ___-. -- ----� --_ _. . _ _---- � $17G -:U , iF �: � � � � , .ri� � . . . . _ . . _ _... . . . .. .. . . . _ . . . . . . . . _ _ _. .. . . . . . . . . ... . . . .. _ � . _ . . .: . _ .. . . ._ ._ . _ _ _ _ _ . . . _�_ . . . . . - . . . _ . . - � i. � - . ... ' _ _ - .- � � SCALE: 1 " - 10' HORIZONTAL � � r � . � t " = 5' VERTICAL � ! - �`y !' .. ._.._ _ __.. _�- - ----- -- . __. _._. . _ - --� � -'-�-�- - � - - _.� __._.._ .__ .__ _ . . _.._; -. �_.._ - ---- ---_ - . _.. . .___. . . .- �' ---... _ - -- - ----. __ __....._.._. _ _ . __. . _.. _ ._. - -- --. _ __ . __ . .. ._ . _ ...._ _. _ . . _ . _ . __.-._ -. . -- � � -- - .._ _. _ _ . _. . . _ -' - �- -- _. - --._.__ . . __ ._ . . _. .. _ . _. _ . _ _. _ .__ _. . _ _ _ ._ _..-. .. - . _ - ... .,- - -- - _ _ . .._. _ _ . _ . . . . . _ . . . . _ _, . .. - - -816_ . � .�e� " ` S_ _ f., _ . . _ . . .. _ . _ _ _ _ . . . _. . . . . _ . . . _ _ . _.. . . ... . . .. .. _ . . _ . . - . _ _ . . . . . . . . - �. . � BicS . . . . . � . . _ . . � � . . t FI.OWLINE ELEVATION EVERY 50 FT. /��� r � . . . . . . . . . . . . . . . . . _ _ . . . . , -,:' - - . _ _� - rn �� , � . _ . . . _ . . _' �ti _. _ . � � - -� - - - - . _ �. a . . _ . . . . . . . . ..n � . _ . _ . . . . N . . .� o ' � rn „� �i . � 'n � � � ^ � � �: ��`�� � � � 3+00 4+00 � 2+ OG 1tUV EAST MEADOW DfiVE FLOWUNE PRORLE THE CROSS SLOPE OF EA6T MEADOW DRIVE VARIES. THiS PROFiLE IS BASE6 ON THE T01NN OP VAtL INSTALLING A PAVER SECTION MATH A CONSTANT 29. CROSS SLOPE - ,� •� L�G�+�.� ^""� '--°- �- - EXISTING CpNTOUR PROPOSED CONTOUR � � PROPOSED PnVERS M�TH SNOW►AEL7 ' � PROPOSED HANDlCAP ROUTE � A - - PROPOSEO swa� `� � '(�� PROPOSED BOULDER WALI �� a7t.e E%ISitNG ELEVATION ;:� � O KEYNOTE .�: }!P HIGH POINT " � GB GRADE BREAK ` SEE GENERAL & UTIL{ TY NOTES ON SHEET C3 . � TC TOP OF CURB ELEVATION t 10/27/47 ARCHiTECTS CAMMtNTS PAN � BW BOTT04 OF WALL ELEVATION NC . DATE �EV�SION BY ,� � 'rw TOP OF WALL ELEVATION PIERCE SEGERBERG ARCHITECTS � � VAIL, COLORADO � aRECnoN oF r�ow �R,- - - - - - - - - - E%iS71NG CURB k GUTTER '`"""'�`"'`� AU3TAIA HAU3 - - - - - - - ''t - - EXISTlNG PROPERTY UNE _ ' � - _. - - PROPOSED PROPERTY UNE '- ^" " EAST MEADOW DRNE PLAN Sfxl PRORLE , _ � cou�t�+�r Er��r�, rrc. . 923 COOPER AVEJUE : ��,�yypp�j � pp g�gp� DES. PAH CK. FILE N0 . SHEET �, GR - Gt �970) 945-8676 pR PAH GATE 10 /03/97 97O7Z.O'I OF ` CZ ,. :� i` �� � ` � � ,. �" � � : � ai' Ht ( � C' :; LE � - -- � �a .�. v - � � � i Ih FEFr ) �\�� � 1 inrh = 10 ft " �.� � L(1� A F EXISTtNG 12" WA?ER FAAIN . PROVIDE NEW ' � � 9` 'EE WiTH THRUST RE` TRAIN ' ANp PROVIDE \\ � . Nr. W �, � N'PTCR SERv:f i' "�_ '�' _ --� _ ' - - - _ _ '_ _'_ � `'���" � -__ -� - _�- __ _ LEGEND W ,� � � ��� W � � � --�- - � � � c c s - , EXISTING PROPOSED r - ��� " C c - GAS LWE � ('�:+- - � _ w_� i c `� _ - w EAST `, '--�- __ �'"----�- z} �o --_ M�A�W �IVE -w w w- WATER LME � -� ' _�_.___ LOCATE E%I;TING FIRE HYDRANT , ��t � - �'___ l_ = _;�____ � � SERViCE. INSTALL 2 ts' BENDS VNTI-� RAISE EXISTMG MANHOLE R�M FROM 71 . 1 TO 73. 3? - T T T - TE�EPHONE UNE -T i T- \ , 1� e ' . . ,._.�_ . r --,_______� THRUST RESTRAINT AND RELOCATE I � �-- ' '�� ---_ ; � --�----- FIRE HYDRANT TO LANDSCAPE AREA. EX !NV. = 51 . 7, ADC NEW 8' SERVICE THROUGH E - E c e ELEC7RiC UNE -E E E � s`- ---___� �' _'"�� `'`' _ � � r ��- r w -� +'y rv to270.6s E ��e s,1 3 o S�(?EWALL OF EXISPNG MANNOLE. INV. EL. 58-91 Sg GROUT �X. SERNCE �OC/+nON. - C C C CA B L E N LIN E LOCATIpN OF w RELOCATE� TRANSFORMER ��� --� ss - � E � E- � . w w w ----�_, w i5 `5-3�- SANITARY SEWER -SS 55 SS �'_ s9 -�_`_ 1-.�,_`��. _� � . �y -_-- w �-" ss �'.."� S S E c----�_. �- e 3+ 00 � � �`_ E 4+ 0o TELEPHONE & CATV -TC iC iC '''_-�_ SS �C __ ��. . E T � SEWER AAANHOLE ��� � � SS c �-- E _ ._ _ _-� T ��_ � - � -� �^ � - �� REMOVE EXISTING STORM MANHOLE � '�'� . �� �� . � . 1 ��, � � � '-----� � �_ � T '-�� � � � � - � CONSTRUCT NEW STORM INLET. GRATE pQ WATER VALVE � � I - � " � , 'iG ``� SS C E � - � � � EL. = 70. 16. INVERT iN = 65. 5C+ , 'NVERT � G i'� ss �-"c�-- E - T �``------� T � OUT =� 55 Stt . SUMP El. = 64. 57 y� FlRE HYDRANT �, .. . . . . ,�� SS . � �'�----��, C _"�--�.� E t`-``"- i _ . . - _ _- _ ! 1 � --"----__ ys � -`�'�---� � ���'"- � E�EC. vo,ULT TO BE BROUGHT CI UGH7 POST � . � � i . � � �'�^---.. � , TO NEW GRADE. G ELECTRIC MANNOLE - N 1 ? LF b" SDR35 PV� Ss ; � - � � �i � SEWER SERViCE A 2. 07 � E � � . r ,. . � . . . � USE STA1NLES5 STEEL STRAPS. . _ � sS � -'--�� .�`_' E ��_��� . . - _ _ _ _ _ _ = PAVERS WITH SNONMELT � " � �---"�- ss SS CURB & GUTfER � � " -- � ��'� � F" � _ . . --- ; -- -- �-- ---- --- { � . - ._._ - - -. --_ �- -���-`_- s5 � � - - PROPERTY LINE - - _ � �/ _ - - i ;._ - - - -- - - _ - 1------,__ ss . : '" - - � - _� -- � -- - _ _` . . sr PERIMETER DRAIN ' :-. - / /� _ - - '_` _J REMOVE EXISPNG Fi E .. _ _ - . - _ - - - - - ---� .-- . _" -- - - - . . � - - -' � '�---�_ ys _-----r_ 55 - - - - - HvDRANT 4ND va�� . m �„ . �t_ y� � �. � STORM SEWER W�ET � ���� - _ /� '` i� _ -- - - - -- --� � _ , �, � �� � , , � , " , � / _ - , i � i ` ��EXISTWG WATER SERVICE EXTENO NEW GAS SERVICE FROM �'�,\ TO BE REMOVED E7(iST1NG SERVirE TERMINnTE CONNECT TO SEWER SERNCE FROM FERIMETER DRAiN nROUNC , - �'- �-` r � GENERAL and U1ILJTY NOTES � SERViCE TO EXI57WG BUi�DING OUT OF BUILL�ING. INV EL = 59 25 FOUNDA7ipN. TYF � � I � 4T NEW l ONNECT70N � ; i � W - - / �� � 7 . EXISTtNG CONDiT10N5 PROVIOED FROM THE � TOPOGRAPHIC MAP OF aUSTRIn \ � %/' � � HAUS' BY PEAK �AND SURVEYING, JOB N0. 89 GATED 8/5/97. � + i ~ i � � i , U � , � � � NEW 8" WATER �ER .9•. E . L�.)CaTF B �� � A� VE j 2. 100 YEAR FLOOD PLAIN LOCATION FROM ABOVE MAP & PREPARED FROM � � AT NEW RIGHT :�F WpY LOCATIGN . MATCH INFORMATtON PREPARED BY H Y DR O- T RIA D L T D. D A T E D M A Y, 1 9 75. L. � // � '� I CaS METER \ LOCATiON TO BVILDINi; ENTRY AS SHOVM R� �,.ncqTE � XcSTiv - TELEPHGrvE FEDES �a.L � j � � � // 3 THE LOCATIONS OF KNOWN UNDERGROUND UTILITICS NAVE BEEN PIOTTED BASED ON �'^� - E � I - \ ON MECHANICAL DRAWINGS. i :P� �_ e�. x � J NEW N4N�- HOLF �_ . _ `iy/� UTILITY MAPS, CONSTRUC�ION/DESIGN PLANS, OTHER WFORMATION PRONDED BY V ' - UTILITY CGMPANIES, AND ACPJAL FlEID LOCATIONS IN SOME INSTANCES. THESE { � � \ ( � � -- � I ' ` 6" SCh1EDULE 4C PVC SLEEVE O 30' BELOW FiNISH c;k � Uc ` � � UTIU71E5. AS SHONM. MAY NOT REPRESENT ACTUAL FIEID CONDITlCNS IT IS TNE APPROXi�ATE � 0�=.� T;ON � i Fpk NEW GA� SERVICE. mstali PULL UNE iN S�EEVE RESPONSIBILITti OF THE CONTRACTpR TO CONTqCT ALL U11LITV COMPANIES FOR FIELD �' ' \ �' � LGCn7GN5 OF JTIU71 S PRIOR TQ CONSTRUC110N A D TO VERIFY T10N AND 0� Ex. ELECT�e . _ r. L � \ ' � � �', _ _ - - � - - - - - P :CC wIL� PROVipE EIECTRONIC LOC4TING DEVICES � �.�� c� Ex��= TiNG TELEPr�JNE PEUESTAI, & ELECTRIC � � '� ' � � l, OEPTN BEFORE WORKEBEGINS. THE CONTRACTOR iSNRESPONSBLE FORATHE PROTECiION SPLICE vAULT � T _ iNSTA��ED AT THE ENCS OF THE CONDU� T TRANSFORMER TO BE RELOCATED ELECTR�C � , � OF ALL UPLI71E5 OURING CONSTRUCTION � , - - VAULT TG BE BROUGHT TO NEW GRAGE � \1` � � �� � AUSTRIA HAUS �\ � � � . ' 4 ALL EXCAYATION FOR RETAINING WALLS, UT1LiTY TRENCHES, ROADWAY AND i � \ pRAINAGF. FACIUTIES SHAIL MEET OSHA REQUIREMENTS. � � �� � � - � 5. ALL CONSTRUCTION TO BE IN CONFORMANCE N1TH THE LOCAL GOVERNING ENTITY'S TELEPHVNE & CAB�E ?ELcV19CN - � . RULES ANG REGULATIONS. � � ' SERVICE IN CONDUIi UNUEk =L�.B � , ,,, ` E COMPACTION OF ROADWAY MUST 8E ATTAINEO AND COMPACnON TEST RESULTS _ `� F- , SUB6AITTED TO TONTJ OF 'JAIL ANO THE ENGINEER PR�OR TO ACCEPTANCE. 957. . �� � . � . - STANDARC PRQfTOR IS REOUIRED FOR ALL ROAD CONSTRUCT70N, PAVERS AND TRENGH \ BACKFILL UNDER THE ROADWAVS, UN�ESS OTHERWiSE NOTED r i ' � T� � ! /� 7. ALL U11LITiES, BOTH UNDERGROUND OR OVERHEAD. SHALL BE MAINTAINED IN `� - _� _� ��_ `,�- Tr ----`- T�- �-�� T�' � , � CONTINUOUS SERVIC� THROUGHOUT TNE ENTIRE CONSTRUCTION PERIOD. EXCEPT AS �. TERMINATE 7ELEF!�ONE & !�a � --�'- T� �- T� i NO�ED iN 7NE SPECIAL CONDIT10N5. TNE CONiRACTOR StiALL BE RESPONSIBLG AND � � Tr T�' � '� LIABLE FOR ANY DAMPGES T0. OR INTERRUPTION OF, SERViCES CAUSEO BY THE � , m . - - - - -J- � -� � � - . � % SERViCE W ELECTRICPLTCO=__TC _�_ TC �- TC �-- T` � � �' �-- � � � ANSTRUCTION. � `' � � // 1 �`� - TC � `,.. � / 8. THE CANiRAGTOR SHALL CONTAIN HIS CONSTRUCTtON OPERAilONS TO THE AREA /_ � hEW FLEITRIC TRANSFORMER LOCATION - � N1THW THE STREET RIGHT- pF- WAY AND THE AUSTRIA HAUS 4TE. THE CONTRACTOR \.. . . ..�__ SHALL NOT OPERATE OUTSIDE THIS AREA MATHOUT THE PRIOR CONSENT OF THE � � ; - PROPEkTY OWNER INVOLVED ANY DAMACE ?0 PRIVATE PROPERTY BY THE C�NTRACTOR . ` � OUTSICE THESE LIMITS WITHOUT THE FERMISStON OF THE PRIVATE PROPERTY OWNER ��' � � WILL 8F 1HE RESPONSIBI�ITY Of THE CON ?RACTOR. ' _ I �� r ` 9. ENSURE DRAINAGE AWAY FROM ALL S7RUCTURES IN ALL DIRECTIONS. �. � � -- - \` � � 10. IT iS THE RESPONSIBILITV OF THE CON7RACTOR TO ALLOW MOVEMENT TO ALI. �E r - _- I � 35. _ � . . _ � o ��� � EXISPNG ACCESSES DURiNG CONSTRUCTION . . . - �� MIN _ _- . - -� - . 11 IT IS THE RESPONSIBILITY OF TNE CONTRACTOR TO AVOID POTENTIAL POLlUTION ; . - I`J �- - - - J I I FROM CONSTRUCTION EQUIPMENT AND T}1E STORAGE OF ON -SITE MATERIALS. ��i � } __ _ ! i 12. SOIlS THAT ARE TRACKED OFf THE SITE ARE TO BE CLEANED UF ON A REGULAR i � I _ _ - - ' ± l7iE PERIMEiER DRAIN WTG � PERIMETER DRAIN ARpUND � SCHEDULE PROPOS'tD SaND & �i� �NTER(�EF70R I t0" DRAM UNE FOUNDATION . 'YP. 13. WATER DISTRIBUTION AND SANITARY SEN'ER CONSTRUCTICW SHALL BE IN ACCORDANCE , �.�._ _ _ _ _ : . � WITN EAGLE RIVER WATER Ec SANITATION DISTRICT'S RULES AND REGULATIONS. � �� ,`) �, �� . �` I. I 14 TNE CONTRACTOR SHA�L AT ALL T1MES KEEP TWO FULL SETS OF CONTRACT DRAWINGS , i MARKEG UP TO INDICATE ALL AS- BUILT CONDInONS TriE DRAMnNGS SHALL BE \ ! PctO'J�OED TO THE OWNER AN� THE ENGWEER UPON COMPLETION OF THE WORK . \ WFiERE PRACTICAL, THE CON7RACTOR h TG PROVIDE AT �EAST TWO T1ES FROM PHYSi�A� MONUMENTS TO ALL FITTINGS. VALVES. MANHOLES, AN� THE ENO OF ALL � ' SERVICE UNES. �� � 15. ALL MATERIALS AND WORKMP.NSHIP SHALL BE SUBJECT TO INSPECTiON BY THE \ � � � DISTRICT AND ITS REPRESENTATIVES. THE OISTRICT RESERVES THE RIGHT TO ACCEPT � '�1 \ � OR REJECT ANY MATERIALS AND WORKMANSHIP THAT DO NOT CONFORM TO THE .\ 1 \ 10° C'RAw LWE, SEE SHEET Cl APPROVEC DRawINGS AND SPEGFiCAT10N5. i i ' j. '� � 17. CONTRACTOR TO N071FY WATER USERS 24 HOURS IN ADVANCE OF ANY WAIER SNUT � OOWN. MORE NOTICE MAV 8E REOUIRED FOR MAJOR CONNECnONS, SEE SPECIq� _ ._ __ i � CONDIT1pN5. . - - - �_ -- - " , % j` 18. ALL UTI�ITY TRENCHES SHA�L BE COMPAC7ED TO 95z STANOARD PROCTOR AniD � COMPACTION TEST RESULTS SUBMITIED TO THE TOwN OF vAIL AND iHE ENqNEER PRIOR � �� j T6 ACCEPTnNCf. � ` i �, �. � . 19. THE GONTRACTOR SHALL VERIFY EXISTING PIPE OR MANHOLE INVERTS AT T7E- IN Y. � � � ' , '�� POINTS PRIOR TO CONSTRUCTION � 2C� MANHOLE RIMS SHALL BE SET AT AN ELEVATION RELATIVE TO 1HE PAVEMENT. PRECAST ADJUSTING RINGS SHALL BE USED TU ADJUST RIM ELEVAT10N5 TG F?NAL , � GRADE. Ti-iE MnxIMUM ACCEPTANfE VERTICAL AOJU571AENT IS i2 tNCHES. r� i 21 . ALL CONDU�T, PULL BOXES. VAULTS, APPURTENANCES AND TRENCNING fOR TNE � '�\ � SHALLOW U71LIT1E5 SHALL CONFORM TO EACH SPEUFlC UTILITYS RU�ES AND REGULA?IONS. THE CON"fRACTOR WILL COORDINATE THE SHALLOW UTILITY � �'\ GAS: PUB�IC SERVICE Of COLORADO, GARY HALL (970) 262- 4070 INSTALLATiON 1NTH: I_ \ TE�EPHONE- HOUS WES�T,SCARSON ' BELLS(970)T244 4916r (970) 949-5892 �. � �\ CABLE TELEVISION-. TCI CABLE N, ROYD SALIZAR ( 9 ?0) 949- 5530 STREET IIGHTS� TOMM Of vAll, lE0 VASWEZ (970) 470- 217t I C I !F � I". I I � -r � a i � O. ��U;S' ' SEWER SERV�CE. ELEC. TRANSFORMER PAH � � _ tG/�'/9? ARCHITECTS COUMENTS PAH 2 �o/ib/9� nDDED OiL/SnND SEPARATOR. ROOf DRAINS P�.H t t0/t4/97 WATER SERNGE. MISC SHALLOW UTIlS PAH � N �' . ' DATE REVISION BY FIERCE �E ��ERBERG ARCHITECT� �H- �\ � GiL, COLORADO a . � ,- °��°�� AUS'TAIA HAUS � _ I. �; __ _ MASTER UTILITY PLAN r� courrr�tr Er� r�c. 923 COOPEA AVENUE ��yyppp �p,g, Cp g�gp) DES. PAH CK . FILE N0. SHEET � ; T� � (970) 945-8676 � R pAH DaTE 10/03 /97 97072.01 OF C3 iIX1R (4) X0. l �OXY WAT[p REBAN � o�eroo[D �B' iMTO corrc�TE FOR SKIWAY APPUCATIONS WNERE MANHOL.E AND RINGS W/ ENO$ BENT 90 DEGRfES AS SHONN �"' ARE USED TO COVER C�EANOUT, 3M LOCATING DI';I( WARF WARP TO CURB BOx 24" tRA1d�n0�v i oaoHpE 20 0� ur,:�asrn���: �ti?� SHALL ALSO BE iNSTA�LEO 1 ' TO 2� BEIOW MANMOLE AREA �1BOvE FlRf MrDR�N � - ' RiNG AND COVER B MATCH CURB BOX FACE BONO BREUCER a w� - BACK OF BACK OF CURB uNCSSTauc-�c na�� � o va�rr�n�e CURB u,n ,o ii!+oesnt�r.�cn �RE� �N r�wsnt l*�v) �� _� `�sEE w-�� va+ snHc FR.'NJT FIRE �YDRANi, i� l . � 6EHIN0 GRADE AOPES AS ` wE!'GESS�Rr TG PROHDE '�JNJBSTRUC7ED AREA �F THE OK AkCE TO tNE TOp OF 1NE ', VFRTICAL THRUST BLOGK - SEGTION T1READFD PLUG AHD CAV OPERA7W� NVT To n�E Tnr a n� ���� A q � � A ;� � INSu_a ':y ';; •` �.,.,E - GFo_k '�Fn��E +hNE FAiE NOZ2L! CAVER i5 CREATEA TNAN 9'. AN ExiENSON STE� � a < TO ?R�VELLED KA - , SH�A� BE :NG �h 'NF WPiFR UNE D�TIN. ✓ / SURf �dN� pU";�IDE �'IE MAiN iJNE vAL�E �MLL BE R£CUIWED ON iHE OPERATkG NV7. � � �' °� BUXES rN0 NExT I.,� �u 'iRE M'IDRANtS I /// �/ J a a C�D � wELC•5 ShALL BE wELDED ♦7 Al� . //• ' / � • WpTERLINE JOINT`�� ANO F�mNG` ANO PR�J - BREANABL� MNGE � I �i / % � / \�l' / ' � ' \\ ;� - `\ , ,`' ^ " � ! VKV� BD% UD e NEENAH R- S067- V ' a e 1 �i//- � 1EC EI 8'}� "Ch. UK MF �ON 'RA,: "Jk 6� ABqyE LRWNO � � � ��:����� � :' ���� ���� YWIIAJ4 BE�RINC .A,. � '� � ��/� .. ,. ��•� y��, • � ���� / D� 1vcE � FRAME ANO GkATE ° :NL� < rv , _ , / � � L_.�1 SMe . • r�CUC � v� t"t �c P�a( >bC SURFA�E � • � , � . �;'1NMYUMPEARIMG �� � . . '� r• • �` ��/C � n4 I T ° nG _m TRA _En 1NF: . \ � I ,,i ': /. SI/Ri>CE N2EA / / . • iURFACE �REA " \ %/ - � . . SG �' (FOR 200 VS / ' S0 fT fFt7R 200 P51 `/j�� � � + C � , M1EP.NAL PIPE PRESSURE) . INTERNAL PIPE PRESSUREI �i �` N , 9ACNG�LL. pROUND RRE I ' �,, • f. I I • ° � . � .,�,e�c HrDa..HT .wo vuvE '� g- , _ /" , . . . / � / ,. .� . . � <. . . , � , �":�� . �� CONSTRU!'T�t�N � ' � acz vnrH IOMPACTED \..�. a eoNO ersc�KC� + un.;, . � '���"j_., /j/ ' . �. %I;` �i ��� JOINT REo'D. a ' 3��' RGAG BASE TO � ,�?� ' UNDISNRBED � j - . ; / . ' i � :iRWNO $URfACE . PO� �ETNVI.ENE :-'/ ../.`� E�RTH /// � . � �,��; _ _ � �:\ � WRAP IU GAUCE INAAATED i AT EACH ENO � \ \ ' PUSTC (TNI i?S�E�*1�t�* . . � . . . �0 �EpFlCA710N5 � PRONOE SUp( ON EVE BOXES - . BACKFlLL 3 COY�ACT v .c,, . 'n .�,r - � . . . . . _ � e�nnweco I � B ��F CF GUrTER LiF •_ F GUTTEk -f . \ . GUTfER FLOW � � BENDS - PLAN DEAD END - PLAN I uNE � RtNi. 10 GAUGE �N,SULATEC C.�1'PER WIRE �C SURF�f.E � ♦ ' _ � „T � , � � AT 0.�� �IRE HvGR4NTS 4, P� COMPACT BAp(FlU TC 987G STANDARD ' �Ni� ' • N�µMUM COYEtt. . COAAP4C7E0 3/�� S(yiEENED ROG( � - pRp�7pR TO SURf�CE TO SU7PORi � ; ' :�F SPE���n�s N� MRM AkOUND P�ANGE , , , , ;; _ _ , P L A N R 0 LL C U R B L A N ne ?� U :. �h VlLVE � 7„ �� /� %�i. � � / � i 4k�HYUM BfAR111C SURF�CE \ . VAL4E 80M . � METAI � uETa �/// :� �j /,� �rsu - w �r (vca zoo Psi \ ; 24' 7RANSITfUN . . CONNECTION MU$? OCWR /� � / , �. � WTfRN.4 PIPE PRESSURE) M OX / ATCH CURB B ,.� ___ � vDRANT � � r - - - � S8' - o- � � � : %j � //�i% , \ . I � � , . ; �\ii�� A ? TOP l�F CURB -' - --- � � � � / i;;�/;�;�, / �/; z�� � tz) 12-�/z• [�sows ; ,�_ ---ifrtii- wu+� eox eor*ou ApJUSTaBLE , = i / . , ��' GG�J, a , _ oa �r eEUe �j�`� ���ja CURB BOx > --_ _ 7 - - _ ' � CONCP,ETE � �'1"n"+r f � - - � � . � I BELI TWE PLUC, ������ �'�j� . ' � o . , e - � .. ' S :. �� . . . W1M BEARNG ./� "' � i � , . • � � - - I ' B�GCK - . Su1K�^E �PEA - p - . . ' . � wERE REW�RED � '. vALVE � c�. � -J . . ' .. 1 , o . e , � . � . . . �, is , � . � _ _ __ . . . . _ _ _ _ . " ___' � GROU � T � n�RU r � ; , � A' D E ? . � •- � , � n p ' . `� IN7FpM�aFiPE PRESSURE) f �s . . � ' / - ' e � . , �� �W � ' _ / ��� s_ � � �A � . . . . i .. . - i . .. . . / ^ , e. � . - � - � =�z '� ' ° � ±:±6�rt TEN G�VCE INSUUTED �. ' � ' . /' COPPER w1RE 7G ��+ 1 � � T' . . � u� � DO NOT BL0�2K 9RE / ��M, ' \\ FOLLOw WATER M1.iN �/�j \� �' �. � / , � _ - HYIIRANT DRAIN W�TN JN �.. ' � UNDISNPBED /� l �- � i � � • � CONCRETE gaSE OR BLOCK UNDISTURBED 4�TEP�K EARTH �- cLOw \�\ . '�� ." -r, '�'i`� � ;�b•Y', ::� ��/ .� ' ` 2- �4 O �. :.. 'E -:Rvg 6EDOrHG, �E � BLOCK EAR1H >/�/ , , , �a- ,F�;< -,cws l a�� TEE - PLAN TYPICAL CROSS SECTION ���� F . a' 41- `l+RE�D RC�f> s�xK +- - - = -5 �� \ HY�RANT DRAIN ait, MiNIM� M BEAR! N � SURFACE ( SF ) MINIMUM BEARiNG S�iRFACt ( SF) � �� �' ������;� 6 o.c ��/� ' �� • '� ������ � � < /. �, i . . 4 O 12" �� . >� �s roa =�Re � oa.r+-s sH..� � � cue��; vr or FOR 20G FS� .4ND LESS FOR 250 PSI AND LESS - - - - --- --- -- - .- ---- i • �q AC(•�CC B�CK 1 '= '?�E WATER 7 - ' !2" WASNEL' RO!'K / / // � � BA�KFILL AROUND �, 2 % 4 u �..n r �r H .�.c�r'c 5r+ �_ B£ 9ZE BOIDS iEE OR St2E BENDS TEE OR ' _ - _- �_ - � . . "� � � - � _ O C. TYP � c -i� KEY TRUC7URE i� BE . ' _ Ye . n .. . 1;p 5t. _�'a . e, '.E �: GIPE o o OEAC OFPIFE 11 - I /�° o o DE�DD/ � I '/� , , _ .. _", ". rt : �_ . . _ ti - ijF 22-�/ t5 90 . I HAND TAMPEC IN 22- 1 /1 a5 90 SE�NER IJNE, SEE W E' LIFTS /4 � tg.. Pw: reF vzE ��e.u� a�.cw urzr+ um I < � LONG ��.� . . - (w eEU nrnwcsl '�� snr...�ta.: asnnc* ) .r _ . .. . • • : 2 S S 0 9.0 6 L 6' I E 3 � 82 f t ♦ 8 0 1WE W17N 45' �&OW d' � � J 35 SA 9C 6 ♦ 8' ' E 3 + 61 � + s Be , � + 9 SE � � •. 37 9 � 10' 2.f � 7 925 � � 1 tZ.�i �i j . , � 27 ' 4 ,° ' ,' ' � ' ' , z" " ° ' " ' 1` Z "' « p,�„�� ,� GATE VALVE & BOX ASSEMBLY , �� iE- + � 9-3 9 � 338 .38 t6' SA nB 22 ' �1.0 297 � � ,�j � � - � 70 ��� .W mr_p • ._c .u. ,. � 14. 1 25.0 DI.B J6.6 '_ � 9 � _ n S 55 0 6{ B ♦5 E �I � , 5un��no� oisinc� . < . . s.H �. . s� SLOPE n - - i _ I . . � / � � 2" SUMP - " >. 20' sc.0 �, �5 o�a : rCx , o:, \ � � i � . Q J ' . SEWER CLEAN OUT ���,_ _, �� ;St. , , , , �� yEJ��, _ � �fi � � \ \ , ,,,,; . � . �_ �;: , , � FIRE HYDRANT ASSEMBLY i N0�E5 "�`�` "�" "'"' "° ' - � ; ' �., � ` < � � '' , ! F�'R 20p F5� MTERNAL �RESSl1RE MQUpMG WA1ER HA44E4 / . SMT�nO. dS�AC� �iYNO�ED �,1 �Ti '� . � ED �� .: � � ��� ��� �i cv ���,<.�; 1 ! " � 'C _ �- � -_ .. - __ SGKF .' - ':. DefE L . �� � 4 _' \ � �;.�.E ' . � D�I r_ ' . � ` ' I � MEGALVG RES'RNNTS MA � BE USED IN CONJUNCTION WTM "�-�� �. -�." . � i��; � e��s rrH aaina �avROVU. raou n�[ asrnK� pcwaan S 79 �96. � � � 20,��96 � g° qp° g•• VUTLET PIPE �� - -- CONCRETE THRUST BLOCKS ,� ; T , � � - � -- B- 30• ` e� .! �s. a.. � � ' ? YWiMUM MEA ��IARED NF_L BE iMAT OF Ml 8-WCM M�1H � G .� . ._ a K. TMRV57 &.OrJtS 9�ALL BE FORNEL R�E NIIAIIUY 5:.4E . W1E ' : 4 _- _ _ _ _ _ __ . _ - _ " - - _-_ . _ - __ JFi I -�.o�rNE55 �OR4 YAT[RUL SN�u.i BF 3/B' R�M�00� -- � . . DOUBIE - 1UG� avr.v+s�. 5; �9 'oE , � 2 . � 20 /96 iRIPIE - t4a- - rap..N�i �1NEa BASED :�N SOLL BE�RiNG � . .. � �c :: '� SURE Of iCb' '.0 /�I �P�O�ID'. AI VTl � _ I . - - _ __ . _ - _ . . _ . ._ __ ' _ _ _ _ - __ . _ '_ " . _ __ - -��_ _--- _ - - � SECTION A - A SECTION B - B �� . - _we \ 4 t ,..2.. - �r'_�,.. . � 72" Wt�EkE nD!ACENT TO DRIwNG SURFnCE, _\.�-:{��� �. 8" WF!ERE ADJACEN ' TO PEDESTRIaN SECTION � � � ��^ r- CI�R� EC�X FOP EORNEBE >cT � ~- I�TERN�'EQN f � " BELOW NORMA� SURFACE GRA�ES K ` H>; , '�,: . a �`« - : ��' PRnpOSED n�PHAIT -- � GRnDE ntiD aaNNG nT rENTER nc � SIGPFD TO FRAME SUMP iNLET •5♦ � � �uc rJN RL 'R' REYC�+- ' � � F$PHALT ' "+ r�_ R 7<_ �-sA �. u. � 8 . �:. R_ �• . : •� -. w � -.r •-� ., u,i �•cc:-:� , f �_ � '/` STEP 1 I � I NUMBER 5 REBAR COIvTINUOUS GROUT . , ,_, +�cc :ar - -c= .,, � i � � . , „ . � � v��snt �' ` i . � ,- � _ �\ h� .. I �ME �R Y� I i:j�\�� � ;: " PAVERS. NfSH GRADE OF PAVER / � 1 9' ` - - � � ��. -�- nE..���; � •��i.- �-�a ..,� -. - _ P,p� I . . II� � . • ' . � PER TONNPQF YDAiI PDECIFICATIONS � TC BE FLUSH WITH TOP OF CURB , I I � ,�� _ - « 4c � � �cu�art ` , �- �. ---- _- - - - _ vAiL BLEND. ROA�wA.v BO M1A 7HICK . I - i '�-'-�` . -n��.:. -. . . _ � . � -- - . , � � � � �`�� '� - -: �� -'T - �- i - - 1 OR R1660N CURB , � � � � _. . . i SIDEWALK 60 MM THICK � /"� � � - � �s , / {� � �SLOPE / 60 !Ft RAiI --�+ �� y ' k ,, � - - - - - - - � . - . j �r./!.1LC � � I %\�;�\;C\��. � OR EQUAL I � CUT 2� FRUM t3' � .. 8� i BASE COVRSE CONTINUED ;TRIP ALL TOPc01l , SCARIFY AND RECOMPACT � ; �� i � 3' - }" �ONG fNOS OF TWO � i z 3;8� NEENa� F - 3o67- v FROM STREET, 6� MiNIMUM �.UBGRACE A MIhIMUM OF 8" DEPT}i TO 357 iQ � 4 .• iNLET FRkME - . : �a . -,r�Ef � � ' � . _ _ � �x ,� 9CDOMG ZONE f�`IifE BEl^1Y . `c � S �P 2 STANQ4RC PR(iCTUR. J i u r , .n. w.�6, F'EAnON � ��i�,�i`\:..:�., � � - - I I � ��� ,. � /� ! ' ��-f_- � �A,�� Pa��E , CONCRETE RIBBON CURB � SAND BED - --� � CENTER OF DOUBLE INLET VALLEY INLET N � I TRENCH ZONES ', p� ' � � i=���rrf `*� �- - - ; zr. I � - _ _ �i_-J i � : a.' . j � / . � i r YARiES � . �'�f f--- I .. 1y-r-� � _ t_y-�;�-' �"� ' ' �' . „� ,,, ,; 5iTf4 , y :. Citi�� 6 AGGREGATE BASE COURSE ��`•� �- � � � � � ��\�� `- �� \ cxcRnst cutE ro aaevFNT aEr+Em�nOw TO Bt VERIfIED 8Y 501LS ENi�INEER r^R�OR TC, ,_: ONS: �R �_ C �'� jN . ��i c �� - � ( -� t, � ? ,� � �'� a ee ve+�a wn� �re�vc�. �s, e1c PAVER SEGTION �. .., . . � � I - \ � _ � �� ' � � A) PEDESTRIAN AREAS & EAST MEACOW DRIVE PEDESTRInN WALKWAY� ��. . uE. <;,, �r. "'�3�"' . . .. i -. . h'._ R�_ � .� . rr-,ti �ac •-- ; �; � ' W CDOT CLASS B CONCRETE EONE PATTERN x 80mm THiCK ON 1 - 1 /2" SAND BED ON 4" � � � 4"x8" NEkRING �`✓, � o ,j � �E � fiELD INSTAL�ATION - PO�YETH `'LENE WRAP C1A55 E AGGRE �AlE BASE GOURSE COMFnCTED TO 957. STANDARD PRQCTOR. � 0 1 SLOPE I 1NiER( SG[CIitLALLY REOUIR£D FOR SpL APGUi.ATp/S, V[R E�GLE VA(.LEV WAiER OISTRICT y / WI�}i SNOWM£Li P4pING �N SAND 6ED (WHERE OCCURS). � �.IW F � . � � � � � I STE9 � - 7lAC£ NBE Oi Pp�rETMrENE 4� rEfM1AL OM P1vE 7R10R TU LCMERMf �T q�TO PUCE H .� Ef �I � -�...tiaE�. / - � l �� �� •. STFP 7 - PIM.L ME TVBE ��.£R TME LENCTM OF iHE P1GE T�V� IU�E 70 PW[ At ,qINT FOLO � ...;� , _ . . � .y' - - -y- � u��uu �aowo nrt w.+�c�r sr�cor er+o �r+o r�a�v wn� T,� ro Han n�c DRiNNG AREAS � � I \� �e B) � n � nvsnc �u� N vucc oc, A � , � � • 60mm KEYSTONE (UNi- DECOR) ON 1 " SAND BED ON 4" CONCRETE SLAB NATH � - - - - ,r � STEP 3 - OYERL�P FIPST TU� MT1 .� MCU+r *u� uu� sccua vnn, ��rnc �c�vc rnvc -� / `� N�/�Y i 11iE wJl'rE*�+ntNE TUBE MA7ERIAL CO�ERING 7NE PiPE SNk� BE LOOSE EXLE55 u��ERiK � SNOWMELT PIpING, ON 4" CLASS 6 4.GGRE��� iE BASE COURSF �QA�F' 4CT� D T�' / �� � , � � t /� q.p., I SM4LL BE HE�TL�i GRANN UP eRWND �ME P�PE BARREL Fp(_pEp pN TpP �7F P�PE AND TAPQD �\ \ \ ' ,<� . � I 9SY. STANDARD FROCTOR . . _ :.JEJ� a:,- � i 6 .Y � g > F' YiN IN A�PCE �p _-� � � TRIP ALL TOPSOIL. SCARIFY AND RECOMPnCT I P A VE R S S E C TI O N I� BGRADE A MININUM OF 8" DEPTH TO 95� 8" CLA55 6 AGGREGaTE BASE CO!iRSE PIPE BEDDING ZONE I OD�FtED PROC7pR COMPACTED TO 959. MODIFIEC PROCTOR �' � � CIAYE 'r BACKFiLL ' I N �. 5 i SEE _OiLS REFORT �� WIDT}+ HEIGHT FOft 6ACKFtLL �uaE n�a+ ..m� ua � 3 FT t 5" RECOMA�ENDnTi0N5 . su�r.nor� �,�smw* 4 FT. 2.0.. - ��E�faE fi�[R �uRA AM I yyni�nq� dSTecr S E WE R P i P E B ED D I N G P O LYE TH YLE N E WR AP CCNJCRETE SHALL BE CDOH CLA55 BZ REiNFORCED � � F18ROU5 i M'Rq°R"'" �a E�„� - _ _ - ` � � A .,= � , L� _ __ _ I CONCRETE REINFORCING AT THE RaTE OF 1 . 5 LB/Cv wa ,eRPROQFiNG OR �xe ' . .- ., o•a_ � r- . � _ I GAA+aaRi�C;f �NG PER AR�HITECTURAI PLANS kEavws ' '� i '_ ��c �-�I .�_- I x�,L '< '.� �, f4¢ ; , �, i : . - - -- -� � °� s. 1�; �6 � � , ' CROSS PAN DETAIL ' �� M M PRG��DE PG`_aTIVE SL��P _n�aT HETtMEEN NT � � St.A6 aND Wn!�_ ?Ek 5�":a� ; ENC�NEERS 1 � ' REC;OMr�ENDATIONS - - - - - - - - -- - -- - - --- -- -- - - -- - -- - - -- , - - - T -- - - - , i i I �,RaFi � a�N OR EUUiV.� - � � r'� qOR SL4P _ �� � � � � .LkAb A( Y .? laENiNG} - � � �1 �, rrE �- AMCti�Fi F�c �; - � a �= T ��R E �ji_�� IdELEN � �� . � 1 CONCRE�E. 28 DAY C(N.IPRESSIVE S'i'RENGTH t"t = 4500 psi _ _ _ . � � DESIGNEC FOR AASHTO MS-20 LGADING , I. I, I , � 1 �� ceu�r eon+ s�DES ' !%ESiGNEC ACCORD!N� TO ASiA1 CB57 - 87 ANO ASTM C856- 8 '� ; 2 WiDE FREE -�{ ` I�- � ^ �!LL w; CLEAN WAT�R PRIOR TC START-UP Of SY'=� TE1A I DRAINIM: �R4VE� � I �i I r "� IC / I ` �.: CNTRFCTOR i0 SUPP�Y & iNSTALL kL� PIPIN3 d� �AMPLING TEES i '�� I i� � "e GRAY WATEN ON�. Y, BLACK WATER SHALL 6E CARRIE� BY � j L ." -{� \, , �_ q ' � �z R � i AUGER C4`• � Fi_E OR SPREAD FOOT1Nu '� � + 1i '_-� .�y* �u�E �q uC� � (� � _ � ;EPAkATE SIOE SEN+ER � �`�-��J � t ' OR 2 � � , _ I ' �� 7 2� SHELF �\�� �� AS �ESIGNATED ON P�AN j . � ae : .cr aHOCT+ - � � M � `��� Ia i �2' 1 t t /�"R 4 � � . . . _ . _ . _ _ - _ _ . . . _ - �'r �\ �. F�--� 4' PERF. RP�:IG� PJC P;FE�,SDn 35i 'J I , PLAN VIEW � �� �y � SEE 5��1L5 REF�RT FOR DRAINAGE � 1 /4"R i REI;OMAIENUATi0N5 '-- - - - _.- BOi� 40E5 � � 7 1 /2�R � ; � � F�NG �4 CCVFP ,.. � . =:i y � 4 > ' 'l� i M�� �vAIL�E" TrP"I. : °'.ACE$ `. \ t - 1 �2` UF � ���� �11__�-���J L 6168.0 �ppE 1 " PER F00T _� t ' MtN NOTES: FOR CURB �� , a `- f , - .��� ' � r- �L`a�sT rp cp�f/E � � 12" MIN I - \•9 � �.c �.,�_ � / � j CUNCRETE SHALI 9E COOT CLA55 5Z REINfORCED NAik FIgROUS � Q d a 4 6 i � I� CONCT<E rE REINFeRCING AT iHE kAiE OF ' S �B / C. f ) '� G 6 a � _ ���-� �EN�H ,RA � ,�TM FRA�E �, BASE «�R� ;.�PACn�N TC 8E 957, panMUM DENS� Tr �� � BASEMENT AND RETAINING WALL DRAIN DETAIL �ONCRETE FAVER; UN � ANG � � AC.CORDANCE �rHTh+ �A5HT0 OES�CNAT'� �7N < < RG I ' � � � _ �I� _� -� iN i. � . P ( COLCRED CONCRETE TRENCH f ; - BcG I 'EE �' /+ vER DETAtI ) --�-----����- I� - i �.� -C�:�.�?�EC CONi:RETF SLAE W! TH 3) SuBGRADE COMPACTION S -, BE a7T. UFTf�UM DENS�TY ih � (� � j y ' .ti ��ETe� .� � . � � - � �� I � SNOW1AElr P!PMG . - - ( T - OUTIET IE� Aie� w L'[x2 STEEL / ACCORGANCE � TF1 4ASHTO DES�GNATION T� iO. � I � ... ��Tf=� e I � � Ek�' pNS�� ON/ JOINT 4 ) JOINTS S�1ALL BE 0.� T AT MAXIMUbI OF � �,� INTERVALS AND SHALL � � / / \ I -�- b � � � / � BE 5 , 6" MGE � i , - �' -� � � ? ? TT i' � 51 ' F! CURB dc cuTTER wiu. 8E n� SNUww ExCEPT w�Tt� a � F�OT GUTTER ;/\ ' �! /\/\\//� /��//�� � 0 !2� ;9 ADDEG 6cTniLS pAH � ,. i . � - ; � I a'_p- . � 1��L_ _ . . \ . �� wA7ER 6EPTn . _" _ . -. - '� -_- 1G ^ +,!9� MODIF 'EC DETniLS PAH . ,c' � � -��.b o -, � ' ' e . � , � . vaRiES � F" CQOT CLASS 6 SASE COURSE (MIN � Ni: � " TE RE `+7SION 6Y - - - � I _ �a•� - ' I +sUr` - - - _ _ . CL.'�" - . . t-: COraPaCTEG suBGRaDE _ � - ia � • � � PIER �� � `, � :•ERBERG ARCF' � r� C '` c . e e , ' � P � - , 4 � L ` OLGRAOC- � � � �Ra„„ � �o, 6- - � ` � : � � � F � ' STANDARD CURB & GUTTER i =� AUSTRIAHAUS � u o � acn, vocs F rR ` ` • e 6' CLA�b 6 a �� R���}� rE BASE COUR;E I N , ,; I __ �s� j - - ' _!3 :FJ+� *�+ � t LEN,n: r-- COAIPACTE�! T�: 3`7, =� TANUARD PRn;,. TnR � -� . _ � p '--__ _ _-_ i . �7� � �'� -` �MIL � SE: T!fN �nEw ae �� � SNOWME�T ai�� u�_ � � _ _ - _ i � MOH CAIA�fTRY ENCiN�EB�K'�, NC. SAND & OIL INTERCEPTOR DETAIL � TRENCH DRAIN QETAIL � �R "�� . , , i . , . �g,�yyppp g�pg Cp g�g(n DES. PAH CK FI�E N0. SN cs�o� �s-es�s s�o�2.rn oF C4 �, ET . pR t - r pnrE , � �i3 / c, ,