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HomeMy WebLinkAboutVail Village Filing 12 Block 2 Lot 12 (4) Ilil '�IUIIII � Illllillll� ll c. � - :� o , � GENERAL NOTES : ABBREVIATIONS LEGEND KLIPP GOLUSSY , eNKS D � � ASHTO ASSOC. OF STATE HIGHWAY AND JTS JOINTS 0 SURVEY CONTROL POINT ARCHITECTS, P. G � 1 . ALL MATERIAL AND WORKMANSHIP SHALL BE IN CONfORMANCE WITH THE LATEST STANDARDS AND L� SPECIFICATIONS OF: THE TOWN OF VAIL; EAGLE RIVER WATER AND SANITATION DISTRICT. THE CONTRACTOR TRANSPORTATION OFFICIALS � SHALL HAVE IN POSSESSION AT THE J08 SITE AT ALL TiMES ONE (1 ) SIGNED COPY OF APPROVED PLANS, ABAN ABANDON • THRUST BLOCK Mem�. a,�a,;�o� InslituteofMChilaeTS � AC ACRE KO KNOCKOUT �� STANDARDS AND SPECIFICATIONS FOR EACH RESPECTIVE GOVERNING AGENCY. 7HE CONiRACTOR SHALL ADDL ADDITIONAL KPL KICK PLATE ti PROPOSED HYDRANT WNterSq�aro, 1512Larlmer5troet OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. ADDM ADDENDUM KWY KEYWAY Bridpe �.»i, o.�w�, coio�eo eozoz 2. CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE ALL APPLICABLE CODES, LICENSES, STANDARD ADJ ADJUSTABLE � NORTHING/EASIING REFERENCE POINT � /�� ALUMINUM ph 303-893-1990 fax 303-893-2201 SPECIFICATIONS, PERMITS, BONDS, ETC.., WHICH ARE NECESSARY TO PERFORM THE PROPOSED WORK. ALT ALTERNATE L LEFT OR LITER � SOIL BORING 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOIIFYING THE APPROPRIATE GOVERNING AGENCIES AT AMT AMOUNT LF LINEAR FOOT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION. IF WORK IS SUSPENDED fOR ANY PERIOD OF APPROX APPROXIMATE LP LOW PRESSURE OR L1GHT POLE � GATE VALVE � ' Illli! �f!Ili/ TIME AFTER THE INIiIAL STARTUP, THE CONTRACTOR SHALI NOTIFY THE APPROPRIATE GOVERNMENT AGENCIES ARCH ARCHITECT(URAL) LT LIGHT v� ' Wn /ii 48 HOURS PRIOR TO RESTART. ARV AIR REUEF VALVE LWL LOW WATER LEVEL EXIST SANITARY MANHOLE '_�` , ,,,,:.� u �!i. ASTM AMERICAN SOCIETY FOR TESTING AND �IATERIALS �' � J �� A. ;O° °?% 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE TOWN OF VAIL FlRE RESCUE DISTRICT Of ASPH ASPHALT _ EXIST STORM DRNN MANHOLE ` ���i, c:+:d? ALL STREET CLOSINGS AND EXISTING FIRE HYDRANTS TAKEN OUT OF $ERVICE AT LEAS7 48 HOUR$ PRIOR TO ASSY ASSEMBLY MAINT MAINTENANCE PROPOSED SANITARY MANHOLE � ` : " u" ' THE START OF CONSTRUCTION. ASYM ASYMMETRICAL MAN MANUAL � - , � AUTO AUTOMATIC MATL MATERIAL � -�;•, �`�' 5. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC UTILITY COMPANIES AND DETERMINE iHE LOCATION OF ALL AVG AVERAGE MAX MAXIMUM • PROPOSED STORM DRAIN MANHOLE %�'�• . ,..••• r.;+;;_3 EXISTING UNDERGROUND UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUC710N. ALL WORK AWWA AMERICAN WATER WORKS ASSOC. MECH MECHANICAL ����//ir�sj��y,".;;;�+�'� PERFORMED IN THE AREA OF PUBIC UTILITIES SHALL BE PERFORMED ACCORDING TO TF� REQUIREMENTS OF MFR MANUFACTURER ►�+ TEE NATH THRUST BLOCK THE AGENCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ANY EXISTING UTILITY (INCLUDING MH MANHOLE DEPTH) WHICH MAY CONF�ICT WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SNALL PROTECT, AT BC BACK OF CURB MIN MINIMUM }� BEND WITH THRUST BLOCK HIS OWN EXPENSE, ALL EXISTING UTILITIES AND BE RESPONSIBLE fOR THE REPAIR IF THEY ARE DAMAGED BFV BUTTERFLY VALVE MISC MISCELLANEOUS p FlELD INLET COPVRIGHT 2002 DURING CONSTRUCTION. BLDG BUILDING MJ MECHANICAL JOINT BLK BLOCK Thia doc�ment I� an In�n�ment of earvice, and 6. ALL KNONM EXISTiNG UT1LITlES ARE SHOWN IN APPROXIMATE LOCATION ON THE PLANS THE ACTUAL BM BENCH MARK O COMBINATION INLET as such, romalno tha properry of ihe /vchHec�. LOCATION MAY VARY FROM THE PLANS, ESPECIALLY IN THE CASE Of UNDERGROL'ND U1ILITIES. WHENEVER � Pert.,�e��a� for �ae of thls doc�ment la rm„ve BMP BEST MANAGEMENT PRACiICE N NORTH T1PE R INLET o�d �a� 6� aMe�d�d only by written agraeme�t THE CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATION, HE SHALL CONTACT THE ENGINEER IMMEDIATELY. BS BACKSIGHT NA NOT APPLICABLE � wHh Klipp Col�sry lenke DuBols Archltscta, P.C. BSMT BASEMENT NIC NOT IN CONTRACT � 7. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT BVCE BEGIN VERTICAL CURVE ELEVATION NPT NATIONAL PIPE iHREAD -� ELECTRICAL LIGHT POLE TO THE JOB SITE, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE BVCS BEGIN VERTICAL CURVE STATION NTS NOT TO SCALE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FENCING, FLAGMEN OR OTHER Q NEW PIPE IN SECTION DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CB CATCH BASIN OC ON CENTER e EXISTING PIPE IN SECTION 8. TOPOGRAPHIC SURVEY BY EA6LE VALLEY SURVEYING, INC., DATED 1.2 20 01 WIiH SUPPLEMENTAL SURVEY CCW COUNTER CLOCKWISE OD OUTSIDE DIAMETER �� PROPOSED PIPE � � CDOT COLORADO DEPARTMENT OF TRANSPORTATION OPP OPPOSITE INFORMAl10N PROVIDED AF1ER. CFS CUBIC FEET PER SECOND OPT OPTIONAL � GP CAST IRON PIPE EXISTING SIRUCTURE - 9. BASIS Of ELEVATION: SANITARY SEWER MH �80.8, INV. ELEYATION: 8312.6 CJ CONSTRUCTION JOINT � CL OR C/L CENTER LINE OR CHAIN LINK PC POINT OF CURVATURE NEW STRUCTURE - 10. BASIS OF PROPERTY LINE LOCAl10N: MONUMENTAl10N SHOWN ON SURVEY. PCO PRESSURE CLEAN OUT CLR CLEAR � BUSHES, TREES 11 . BEARINGS AND DISTANCES ALONG PROPERTY LINE SHOWN ARE AS SHOWN ON THE SUBDINSION PLAT CMP CORRUGATED METAL PIPE PCR POINT OF CURVE RETURN ONLY. CMU CONCREIE MASONRY UNIT PI POINT OF INTERSECTION � ASPHALT PAVING CO CLEAN OUT PVI POINT OF VERTICAL INTERSECTION CONC CONCRETE PL PROPERTY LINE � CONST CONSTRUCTION PE POIYETHYLENE CONCRETE PAVING � CONT CONTINUOUS(ATION) PREFAB PREFABRICATED EARTH � COR CORNER PRELIM PRELIMINARY � CR CONCENTRIC REDUCER PREP PREPARATION � GROUT CTR CENTER PROP PROPOSED 1 � CY CUBIC YARDS PRV PRESSURE REDUCING VALVE OR � CONCRETE � • PRESSURE RELIEF VALVE PSF POUNDS PER SQUARE FOOT � SAND DEFL DEFLECT(ION) PSI POUNDS PER SQUARE INCH DEMO DEMOLITION PT POINT OF TANGENCY - - - - - - - - - - - - DIAM DIAMETER PV PLUG VALVE _ _ _ _ _ _ _ _ _ _ _ _ LIMITS OF GRAVEL SURFACING , DIAG DIAGONAL PVC POLYVINYL CHLORIDE OR DIP DUCi1LE IRON PIPE POINT OF VERTICAL CURVATURE - - EXISTING CURB AND GUTTER DN DOWN PVMT PAVEMENT — DR DRAIN PROPOSED CURB AND GUTTER � DWG DRAWING _ _ - � � _ / — /� � t� � � DWL DOWEL QTY pUANTITY - EXISTING SIDEWALK OR CONCRETE PAD w `�i PROPOSED SIDEWAIK � �� � Q��/'�� �� I� � �� �ror � E EAST RAD RADIUS T � � � � � EA EACH RCP REINFORCED CONCRETE PIPE - - -^- - � EXISTING WATERLINE (WL) AND SIZE IN INCHES - � ECC ECCENTRIC RD ROOF DRAIN Nt— PROPOSED WATERLINE EJ EXPANSION JT RE REfERENCE Q � � WOI � �V � � C C/ 7 �O � � f` QS EL ELEVATION RECT RECTANGULAR - EXISTING SANITARY SEWER ELB EL80W REINF REINFORCE (D) (ING) (MENT) � ELEC ELECTRICAL REQD REQUIRED PROPOSED SANITARY SEWER ENGR ENGINEER ROW RIGHT OF WAY EOP EDGE OF PAVEMENT - EXISTING STORMDRAIN , C��`- � , ' +J�\p�1`1 J EQ EQUAL EQUIP EQUIPMENT S SOUTH �� PROPOSED STORMDRAIN . EQUIV EQUIVAIENT SAN SANITARY Z � , � ESMT EASEMENT SD STORM DRAIN EXISTING GAS LINE (G) AND SIZE IN INCHES � �; ° EST ESTIMATE SECT SECTION — � EVCE ENO VERTICAL CURVE ELEVATION SPD SOIL PROCTOR DENSITY �—p-- PROPOSED GAS LINE � z EVCS END VERTICAL CURVE STATION SPEC SPECIFICATION � �r��-�.,: ;.,,,,,.. � EW EACH WAY SQ SQUARE _ _ _ _.__ _ - __ ____—__ _ �% � EXP JT EXPANSION JOINT SQ IN SQUARE INCH EXISTING TELEPHONE LINE : . EXIST EXISTING SQ FT SQUARE F00T T PROPOSED TELEPHONE LINE � ,��^ ,�\ SQ YD SQUARE YARD • ` SS SANITARY SEWER —lo PROPOSED ROOf DRAIN FND FOUNDATION SST STAINLESS STEEL fES FLARED END SECTION STA STATION - EXISTING OVERHEAD ELECTRIC UTILITY AND POWER POLES FF FINISH FLOOR STD STANDARD "' 1 � � ` FG FINISH GRADE STL STEEL —�••• —�••• DRAINAGE FLOWLINE „ `� �r �� �� fL FLOW LINE STRUCT STRUCTURAL ` J ` J ` III FN FENCE SWMP STORM WATER MANAGEMENT PLAN EXISTING FENCE , FOC FACE OF CONCRETE SYM SYMMETRICAL CONSU�TING ENGINEERS fPM FEET PER MINUTE PROPOSED FENCE FPS FEET PER SECOND JVA, INCORPORATED FT FEET T TEE - - - ABANDONED UTILITY FTG FOOTiNG OR FlTTING TBM TEMPORARY BENCH MARK � ARCHIIECI'S PR0.IECT NUY�R: 7EMP TEMPORARY ' � 1 - ; , , DEMO (REMOVE) UTILITY O ZOO � . O2H THK THICK G GAS TOB TOP Of BANK — LIMITS OF WORK �� GA GAUGE TOC TOP OF CONCRETE OR TOP OF �x � � ��� 6• � GAL GALLON CURB --- ---- ----- EASEMENT LINE Pmnii Set Septanber i1, 2002 GALV GALVANIZED TOT TOTAL �d Set tember 17, 2002 GIP GALVANIZED IRON PIPE TW TOP OF WALL - - SECTION LINE CCD �i ember 3 P GND GROUND TYP TYPICAL �_ GPD GALLONS PER DAY - - PROPERTY LINE/ROW GPM GALLONS PER MINUiE GRTG GRATING UBC UNIFORM BUILDING CODE MATCHLINE �� GSP GALVANIZED STEEL PIPE UGE UNDERGROUND EIECTRIC "" GV GATE VALVE UTIL UTILITY �`�`�?p _� PROPOSEO INDEX CONTOURS �� �� 4�?j`� PROPOSED INTERMEDIATE CONTOURS DRAwN: � �HMM H HIGH VERT VERTICAL �=� HB HOSE 818 VC POINT OF VERTICAL CURVATURE y�`° EXISIING INDEX CONTOURS HDWI. HEADWALL � ` ' CHECKED: � KAT HE HORIZONTAL ELLIPTICAL . EXISTING INTERMEDIATE CONTOURS HNDRL HAND RAIL W WEST HORIZ HORIZONTAL W WIDE OR WIDTH PROPOSED INDEX CONTOURS (BY OiHERS) �. HVAC H�ATiNG, VENTILATION, W/0 WITHOUT PROPOSED INTERMEDIATE CONTOURS (BY OTNERS) AIR CONDITIONING WSE WATER SURFACE ELEVATION HWL HIGH WATER LINE WW WASTEWATER LEGEND HWY HIGHWAY WQCV WATER QUALITY CAPTURE VOLUME ' H,� HYDRANT DETAIL TITLE , DETAIL NUMBER IDENTIFICAiION X SECT CROSS SECTION ��A�t �� � SHEETS WHERE THE DETAII INCL INCLUDED � IS CALLED OUT � ID INSIDE DIAMETER - INDICATES SAME DRAWING IN INLET YH YARD HYDRANT APPRO�/E INSUL INSULATION 1R YEAR DETAIL NUMBER IDENTIFICATION VNL �IOUNT SCHOOL •� � INV INVERT 1 Community Developmen �01�, �O�Ofa � � SHEET WHERE THE DETAIL IS DRAWN „ Departmen - INDICATES SAME DRAWING �`�� Bu(Iding Safety & InspeMio �� ,'0131�1Qj'i �1� Service � `9 6ecllon 106.<�, Unt.. rm B i_ REVISION CLOUO maranct� or . � ��� V�� � ���4 The issuan `L g pemtit oc eppvwl of pLro, �pedfiCatlpy and compuuti . r {MIl twt be conSWed W 6e � P[tmit (Oy pf �Y 1�Ipw1 of, eny violatioe i� REVISION NUMBER eryofthcprovia�onsoftlil� mdeaataoya�hcadioaomo[thejurisdicd Pelmits presuming lo give aothor{ty to vlolapp at �al We pnvisions of codc or othcr ordinaiccs of the J�visdictioo th�tl na be vati4 �EflEfd� NOtES, �, 0 �bflVIO�IOIL4 The issuance cf a Fcrmit bucd on plm�, cpecificadona md o�her data nol psvrnt t.`.e b�_::i:-� cft:cinl Gom theteaRtt rcqu'ving lhe co:recuan q � crtors in said p:_s, rcc::�:�icns cad oNer faty or Gon prcv=r.;ia� btildin September � � ��L O aper_:icas tcin� c�: ca ':cr:cndcr whca m riolat:oa of tlil, ccde oro � - . � $TORM SEWER STRUCIURE i.>• o:;r_r «�dr.W�c re.:; �• �eic:ion. 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' a=•J�• • ,�e - '~ ) i ' i""'j, _ ' ... _ i �� � O � � ` . _ _._._.:� • -. ._ A � _, _ c� �5 _. . - . �, � o � ( I � � � . , ,, � r r., ,., ,-, � • ; � . .,. � � . / � - ,� --_:�_ .... ,.. ., 152 LF 18 HDPE �- '-+'-'-��rt � .,.;:.,, �- i 1�;, ! _�_' -� 1 ' ; � 1CI�f � �, �2 . � . . . , . . � j .. ; . , ti _ . . . � . . . . . . 0..0.5X . ... r i��:..c� � j � , ... _, . . . ..,, ... , _ .... . . ... .. ..., _. . . . .. .. ._ . . . .. . � , , I ,� ; _. 21 LF 12 HDPE 0 3.87G , . �• „ � � � -. ..._......,. , . .. . _ ... . , , .. ., . . .,. _. __ _ . _. ... _ ,_ _ _ _ - -. , .,. .. .. . ,.. ..�,:_G _ - ' � . I � � •e` I � �� � � , � ' ' :, - �. . , N � � � ' �w r - ' � . �^ - • ... �. .. • �.�,,..�,.: �{ , - . �..... .. � . .... ._.. _ . .. ._ . " " Y U s . ` � �_. . .. I , . _. ... . . . _. ._ . ._ ..__ . '�, ; __. . , , � , _. Septe 2 o .� , � �J � • i _......_ . . .. _ .. . ` ' '£GIf �BASIN .,,,:. .:_ � j � 1 � ( ' h ; ,.. • - . .. _ . . r : . � , _. . „ � --.. -• _ ' ; � r. , .`� �; � � � . N � , > „ . � ., . , �<.,.._ � ... ._ _.. A41 PIPIN . ;, { �!'` �I ,. �` ; .,. , _ . ,,4, ,.., i ; D,. . + . .. , _ i . � , " � , , �.. I f.i . N � � . � ,� � �..� ) , �. { i; l'� ' . . � V ,f 1 ; ,f .��.�•. _ _ ,_. ...._.._..._ , _.._ ,. .. ._ . . � . � �, , t .. .,j i O ` . . ` J ._'.._'_ _ . . ._. ...._...._... ,.. . _.. � ... . , . .... . . ' i �` � � , �� •» .,� �v� .. i K� � ...... ' i � � r 1 4� � I I L L. ..� . .� '�... ) ��` `I � ._,.� �, . . ...... . .. . ... �. ' ��. ��. 'J�' '>'�rI . lj .. � . 4 - � , , , ', � --� :, . . _ , ., . . _ .. .. _.?ROVIDE ..JUTE- NET.IING . ,. :.: . _ . _. ._. ._. .. _. _ .. __ ._ . . .... . . . .. .._ . ,_ ._ _. . . . - - _ . . _ .. -• -°= _. . • � ._ ., . � . ... . . , :. a 15 CONC FES � ,� I i •,, �� ,� ,..; � � •, � f�.. `�' 5 � � i � ; 4 k ,. . . ... .._._..._. _..____._...__.�� . _ .. ... . � r _. w,..,.._ ... . ,.....,. _ _, _ , _._.__ . _ . . .., .., . • INV 8321.9 C1.4 �.? ' 4 STORM AIH + r' .'. ..: . J OR SIMIUR SLOPE PR07ECTION " ' ,, `� ; �%; r -� •. . . ._.. __ . _ ..._..'___� �-_._.._ (,A � v -- /' C1.4 W OPEN GRATE LID ';._, u .� (1 4 f ��ATE 8324.081NLET ' % SUITABLE'6F 1.9R� SLCOPES ~ 26. � : ____ ` -•-. .. , . . ` •• = � iYPE 13 FlELD INLET � '. - ' , -, r,, ..,..;,: ,..` . ... - ' .. . 'F��11 ".� � N9994.91 - � � � J �� :.. i' L i - _. _. .. � s , � . f�. •� ) i � ` N E4277.21 , ,' '' " NEENAH R-1792 JG . CD _. .___.__ . . ..... . _ .. . ..... _._`__,._.___ ____ _.-- -- • •-- ___ . . . . .. .... ._..__ .�_ , . c,! OR APPROVED EWAL INV WT..8,322.08 . . . , � SOUTH EDGE OF CONCREiE BIKE PAiH NORTH r «ONTAGE ROAD ,,,�,�-�22.�� _ , . . � � ,._. _ _. . � . ,� ; b -�,_.._.. _._. ______. • . . .... ...._ . .. . ... .. _ INV IN 8321.32 �. N9�73.83; t " ! '� �,? � ,�� � IS TO BE 1'- LE$S IN ELEVATION THAN EXIST � . _ _. ._....__.._. . , �E45166� N �__' _ �__ .. _ ...---.. .._. ._ . .. . . . . . . IMV .OIIi_832] 12 .. ...._.._ . . , ., � f ., a . ._.._.._ _ t.17 G.', N9981.58 _..,.. . . . . � y �� � ,i �.. .� � _ . ._ � . _ . ... , 1 �. �1 i � �! � . , .. - ._..,. _.._____..._..__ .. • � _ _ _ . •._ ... .. .. . . .. ... . _ _ rf NIERNE ELEVAiIONS AND PIACE BOULDERS �5 , (J ` � ,...... .... . _ . _ , i . . - � :: I E4361.00 . . . . : .. -- _ ' AS NEEDED TO MAINTNN HEIGHT OF BERM `i " ~� ' J Y � '( „- ,., .._.._ .. . � _.... . . � ,. � ,, � . . .... .. .._.. _. ____ _.... . . , . � ------- 1 GRADING � � �- . . _.--- _... , � �. __ AND DWUNA(� PU1N �� � ? ;. _ � � � � : _ __ ___.._ - - -- - - -..._. .. ._, � ; ; . . : ; � , ; �. - '." � . ,.., . _ ... __...._. , ._ .._.._. � -.. . .. . .. _ . .. .. __ .. _. ._ .. . .. , . , , . , � ., . •,..; ,.. � f , i_ t � ... .. .. ., _.. . ._ __ ._ ,- . _ , .. , ... . _ .. _ _... .. .._ _,... . �- ...... , �. . .�. ..,,_ .. / . . ... . , _ . . .. _. -.�... . . _. ...... __ .. .., . . , -- - . . . .., . , . .. ....__. ._. . . ... _ __ . . . .._ , .. _,_ _.. . � . . . _ .. _ . .. _..__..__ . j ....._ ... .._ _ . _ . .... . . _ N ' . . ., ....... . . . ... _.. . " � 'r .l .' _ i ii � . ,.. ...._ _... .._.._ . ,., � . . il � .. . i a � .. .._ _. _. ._ _, ... - .........._. _..__._.. . L -- -...•- -___ . _ _ � � ��� V • �.I. t� . ,........ . . __ . __... __. . I v �J�i� � ; � � ` f - � ' J r �. � � i � ..' � �_ ._.;` • ..�.� . .,_ ." _ .... . .. _. .... - ".. .... .� _„ • . . ... ..,........" ' � � � I � . . . . .....__ _,..�_ _....,. . , . !` � � _, , ( .. .." ' � _.._..... .. � ...- .. . . .... .. .. �. . .... .,... .... , / '•••.,_.... � _ . ...._ . ..,__... . . .. / � IN OPEN FIELD IN STREET UN{fORM SAW CUT LINE NEW SiREET ASPHALT/CONCRETE - BACKFIIL FINISH GRADE SURFACE PRIOR TO PAVING •,�c EXISTING SiREET SURFACE Q � KLiPP COLUSSY JENKS DUBOIS ����j��� ,�\��� � EXISTiNG BASE COURSE ARCHITECT3, r. c � \�j��%T���"\�i\ ���j�\�j\� n�.�,w.: �.,�m� i�. a��.�.,. � � �� � i8' UFTS MAX\�/ � � Wr�ar Squan, 16121.e�m�r S�rwt �� ����� PACTED , BACKFlLL��� UNDISTURBED SOIL � SIDE SLOPE ene,. �.,..i, wm.., c,i,bao ewloz �� �\<AS SfSEpFlED � �\ � � SMALLER ROCKS TO BE HAND PLACED \ �\�����y� y� y� ��/��� NEW BASE COURSE (IF REWIRED) 5 fOR SLOPE STABIUZATION ��� �/�%/��\�'\ �\�\� I qh 309-893.1990 r� soa.esa-zzo+ �//`� /� �/\� TYPE L (4e=9') LENGIH = 4 x D -J 1 �/ �9�� RIHAND PLACED ('�' B 4 ��) •:• , r ;: �• •• •• 4� � I TRANSITION SLOPE CLASS - B �SQUEEGEE. ) •. '.;:. ':^' , : �''' :. �� ,•� SPRING UNE EXPANSION JOINT �. �r. (SIZE AS NOiED) i 1: 1 (MAX) �, � !�IlUlg BEDDIN MAIERIAI .. •. :• :,, � SEE NOiE 2 ^ . ; - �r•'`� � : . � � y�����. � +� � GRASS A -� . . . . _ _ .. ._.,� v c�: �` � ,;;;;y%`% PAVEMENT � .. • ; . . ',, . A � �,�,;r 3�. � COMPACTED FLARED END SECTION � - = 6" MIN �� yr� �p�� GRANULAR BEDDING (SIZE AS REQ'D) � MAiERIAL ' � COMPACiED BACKFlLL (TYP) :t�,.,��-, • , 8 MIN CONCRETE COLLAR B CONDUIT BEDDING (AS REQ D.) �///���S/ONAI��p+� BEINFORCED CONCRETE PIPE � �� �� � � . � � � ' �' � ;. � „� ,�:y, • ,`''r,�t4���•• r . '. , , ///l/ll(IIIIIIIIII�� � r��r� � . • �.',�'X�,�;��',. E�;`:i;y�r I N L I N E D R A I N FILTER FABRIC (TYP) PREPAREO SUBGRADE IN OPEN FlELD IN STREET , 3' RAOIUS � y;%��� SURRWND INLINE DRAIN W/ *• �"'� " �„�;w`r '� SECTION �CTION A-A UNIFORM SAW CUT LINE •• t• �• 11P \ ���'��� 1'-6" SWEEGEE TYP • �s"{���'w• ="t•5 ���} . .r'e, NEW S'1REET ASPHALT / CONCRETE g � ( ) '"•w�,.y.�-:,,m� ( w isr* �4..�,��1� � � i.�a�rV Jn:,yrp• ,r,fwi.F•..r.!`•3 BACKFILL FlNISH GRADE SURFACE PRIOR TO PAVING ' � ; • �,G�O.� rir�?�;�;��}':;5,�� � ti!Y,4N�;:�a,��M, COPYRIOMT Y002 d� �. SDR35 PVC SEE PIPE HAND S11NG �.,,<�ma,,. e»��o«y er�,.�a�k«r. EXISTING STREET SURFACE � HDPE PIPE (ADS N12 �� RIP-Rqp �ppE ��N 2' ' : : , � ,w . � BEDDING DE7AIL (�ZE r_ 4:1 r.,,"i«ie„ r� „» or x,i, a��m.�r r umx.a EXISTING BASE COURSE - . OR APPROVED EQUAL) ,M��,� ,�• • :• ���,}� � NOTFp �-- rn'� xJ��rri-+'•"•k,. �'� � / / / i ,� a, .'1 d h . �'i' � � � � ��\/�\\� �/� /� NO S• , �•,rt*` •K� � ,.. M1 wleh pp uay �n�aDuBobArchttK7�. P.C. �!S�'r �• � ,/ ca b� ra�nd�d wrltt�n ep�wm �\ �\ I I •. '+G�='�kr �a' ��"d'"} r:iN'�'q�'�'3!,��i".7. *,, �af'"^. d pi^ Col J ��Y M an NIf � . • f / / /8 UFTS MAX, / _ ;;a•;"S,s«�'�'.�}.=�-.;:r�i•'��\+:ai�,"•" .. f „ AREA DRNN COVERS TO � ���~r�- � ^:�,, / / � , ,, . .� . � �,--�JII\ RON HINGED 2GRATE OR RAPPRO D EQUAL � \�//\ C MPACTED BAq(FIL UNDISNRBED SOIL 1• MAX 2-18 OPENIN6 IN ONE LOCATION ,�: ,����� ,���AS SPEGFIED� �\\,� 2. MAY BE 90' IN SOME CASES `c„`�"'.,, ' �' 'I� •,: • • •:. • � � 3. DIMENSIONS TO BE INCLUDED IN DETAILED CONSiRUCiION PLANS BASIN TO BE NYLOPLAST 12� OR APPROVED EQUAL . . . �: �.. ,�<•. : ' . ; . , , . � NEW BASE COURSE (IF REQUIRED) `""� � NOTEp�� N '' ; : � �, � � ,.:� .. ., � �� ' • .' .: :`.• .��.: .: ':.�.; •, �'••'. ., . .. • .; � :,;:; :. , HINGED GRATE COVER ' • � � �s.50 STORM SEWER OUTLET ` ; `..'•- ;; '• ` ``'•' , '' '.:':•.:$ '.. :'� :' : 3/8' ROLLED STEEL TREAD PLAiE 1 /2"X 1 ' GALV FLAT HEAD MACHINE SCREWS 12• I '� � E�- •. . �, . ' . . .� ;�.� . . .^': : ^�' •"�. "'•' DIAMOND PATTERN VARIABLE SIZE . 0 2' OC COUNiERSINK fLUSH W/ PLATE 5.0' CLASS - B (SQUEEGEE) ' `,''• �.: : ., ' �� � , t � �4 REBAR 3' LONG, WEID � _� �4. STEEL A OVER OPRO�F FLARED END SDECT�ION FOR � BEDDING MA1ERIi� ' .• . . .' ' • z TO L 12 OC � P� OUTLET CONDUIT � SLOPE STABILIZAiION - : ...' .� •,. '".. . . . . . . . .. , ,, .. .�. ., :••�:. •` :' � ,' •.:. ; io • e : , ; • •• ' • ' : . :' . • � ' ' � . • e . �? ' � I C� o� FLARED END $ECiION '� •• . , (SIZE AS NO1ED) . L , ; � • : � ' � . . , . . a Q � � : . . . � .• . . . 0�� . . - - . \ . a , ; s 'a :. . ., a, � ' : �: .� „ . . .� e � . . ' •a 'N � fILTER FABRIC ���. . _ � � � � � ' 6 MIN � a' a a . • . , � ° . •; , ; • '•� • � ' , � � 0 6 z pVC DPE P{PE � . . ' •� .. . �' .�• . . , < . " � d �, � � . ° • . .• . • . • . ;' • d '� � I � . SLOPE 1: 1 (MAX) • i ' • • • � .� , y NOIES: • .. . � •p ' .�'• . . •� , ' � . •• • • ' ' L 1 -1�4" X 1 �4` ^ COMgP�ApCpTED * 1 . IF UNSTABLE MAiERIALS ARE FOUND IN iRENCH EXPANSION JT : • � ,. � • : • �� � � .- . . • � , • a � .• . .�, ; .� • • �• ; • DRVLLED NdD TAPPED FOR 1" � � �a '����MAIER�IA�L � W - x 4 � PREPARED SUBGRADE � BOTTOM, OVEREXCAVAIE PER SPEC ' e . ' . • . ; • . : • '. • : . .� ' • .. , • • . • . - m. • • • 'a. � MACHINE SCREWS 0 2 OC rM�� (TYPICAL� • CONCREiE TO BE RELIEVED STANDARD (HS-20) RAiEO ' 2. 1FtENCH TO BE BRACED OR SF4EETED AS NECESSARY 8' M1N •� FOR SCREW PENE1RAl10M DRAIN AREA = 62.7 SQ. INCH 12� � ' � • FOR iHE SAFETY OF THE WORKERS AND THE PROiECiION OF OTHER UiIUTIES A 3. MINIMUM COVER 18' BELOW FlNAL GRADE SECTION WWF 6'X 6" Wi.4 X W1.4 WIRE MESH � Q" CAST IRON GRATE 'IZ" INLINE DRAIN SECTION B-B STORM SEWER PIPE BEDDING DETAIL , SIDEWALK CHASE DETAIL 2 AREA DRAIN DETAIL 3 STORM SEWER FLARED END SECTION DETAIL 4 NTS Ct.2 N� C1.2 NTS C1.2 NTS C1.2 - � L ' h�� � . . ,�j A 2' DIAMEiER TEMPORARY HOLE FOR z 'd DRAINAGE SHALL BE PLACED AS SHOWN � � 2'-0' 4'-4' UNLESS Oi}iERWISE DIRECTED. 1HE HOLE SHALL BE PLUGGED IMTH CONCRETE � � 24" DIAM CI MANHOLE FRAME dc COVER GRWT BEFORE ACCEPTANCE OF iNE INLET. SLOPE 2R Q � NE NAHRR-N706 OR� Efx1AL 'SANIT'ARY SEWER' � 1 1/2, TO GUTTER �9' $� � 38• B � � . 1t'-4' 36" � ��il • tHr`' O R S T O R M S E W E R I N C O V E R � � �y R 6 -4 CEMENT GRWT � • 601 � • 4�-3 1 /2" 4'-0" 3�-5 1 /2� 2 R a. 5�_0. 8. a 1 - ' P R E C A S T C O N C R E T E A D J U S T I N G R I N G S SEE NOTE 5 � �_� � �2. r. , . t" P E R f 0 0 T � � . • .: . __ , • SEAL WIiH RUB�R-NEK PREFORMED JOINT GASKET ,�-�' B � • . '- - , - - - a- 9 - -- - - , . ` � � + ;�. 24' MIN ;. . ECCENTRIC CONE SECTION So Q ' a °D 2' CLR M503 ' ' --- - � . � . `'„J "'� . ':' � ��. IF ABOVE GRADE ELIMINAiE RINGS . a 2,_� � � 2. 6 4' ' `° � . 'a � 5p� REQD fOR ALL � � � 601 1 , ; 5 1 /2 OC INLET SiEPS � � 03 � 03 . .. � ', � • a y • • 5 1 /2 OC � H > 2'-6 � i 8 OC � , �N�p 503 , CON3ULTING ENGINEERS • :. PRECAST CONCRETE • w . • � • . o 0 0 0 • FACE OF ;� ,NA, INCORPORATED 8 � -� �I2 6 A A . 12 � a CURB � � �N�T � FACE OF 5' MIN iHld(NESS RINGS AND CONES �n � . o o c� o MANl40LE STEPS .`�. , ': :' . � � ' � ' a. o 0 0 0 , ^ a , 3, aR 3� �� � --••------ - - � - - - � CURB �ECI'S PRQECT MA6Ek NEENAH R-1982-W ' ' , . > • r ' � . • o ° o � i • • 2�� � . �28 OR EWAL � � ' SEAL ALL JOINTS WITH • ,� • a. . ' o 0 o N .• • ................. ---���ccc a . x • . . , : � x o 0 0 � . . e " ` . . a FLOW ,,; • ' RU8 R-NEK PREfORMED JOINT GASKET � ' WING �� � � . Q v •, �+ ' a MEET SHAPE OF � '• •. .. .' . . � � . . Fl-O�R . ROD N �5' INLET . . ' � . ' 30 � 30" ' � 3' EA END..° NORMAL CURB � . :� . , : . � • ....•..--•--..... iO �p�,� 4 . � AND GUTTER HERE Rav� Sel Seotemher 6, 200'1 o . D=48" MIN ' :• FlLL SPACE BETWEEN p ' • . a. --'• SiTION°d • a •• . �; ' ' I � d , I • I• • ' iRANSITION . � ` • '. PIPE AND MANHOLE a . . 8" �yp �p� �7�R • . . • a ' . a . . ��� Pamt Set SaPhmDer 17� 2002 � Bid Sd Sephnber 17, 1002 WALL IMTH NON-SHRINK GROUT. a a NORiHING / EASIING ' 4 NORTHING / EASTING 3• M��1 " INVERT TO BE FORMED WT � . N ' REFERENCE POINT B �2 � 401 d ��' ��� � � REFERENCE PaNT n� �� � �' � CAST IN PLACE CONCRETE BASE ' •�' .'� °.-° �° PLAN OF TYPE 13 INLET 9'� 1'�1 0'� ��' 9• � B WIiH N0. 4 BARS O 8� O.C. EA WAY .:;; ;, � ' • • � • ' . a INIET PAY LENGiH PLACE ON UNDISNRBED SOIL OR TYPICAL PLAN VIEW 1 1 /2' COMPACTED WASHED ROCK �. '•� � :;�'; $ECTION A-A SECTION B-B � ' 403 � • g Q�S: �" ` : � :� a •: • Q OC ••; : ' •� •;: �• .; , .,, i . r . 1. GALVAN{2E CURS FACE ASSEMBLY AFTER WELDING, INCLIlDE S7EEL RODS, SPACERS AND , . •;; •.. :.;�; ; •.. '� NUTS � HW SLOPE 1 /2' PER FQOT 6" MIN y . { S" MAX LONG BELL OR FLEX COlfPl1NG NOIES: • 2, CHAMFER EXPOSED CANCRETE CORNERS 1 -1j2' VARIABLE ---•�I' WIiH WATER STOP FlNISH CURB AND GUTTER CORNERS TO MATCH EXISiiNG CURB AND WTTER BEYOND qfq� KAT � 1. CONCREh SHALL 8E CDOT aASS A OR B. INLET MAY BE CAST-IN-PLACE, 5. AlL GRAiES AND FRAMES SHALL BE (�iAY OR DUCnLE iRANSITION GUTTER 1 . SHAPING FOR SMOOTH MANHOLE INVERTS PRECA3T AND CONFORMING TO ASTM C-478 CASTIRON CONFORMING TO CDOT 712.06. GRAiES AND FRAMES ' � MUST BE DONE BY FORMING OR SHAPING � SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING a , a � 3. TAG ALL REINFORCING BARS WIiH 8AR DESIGNATION AND INLET LOCAiION � NORTHING/EASi1NG 3 MIN. 8� ��� 2. CAST-IN-PLACE CONCRETE WALLS EDGES SHALL BE CHAMFERED 3/4 � REFERENCE POINT 6. SEE PLAN DETAILS FOR LOCAiION AND SIZE OF PIPE �i . 4. DIMENSIONS AND WEIGHTS FOR TYPICAL MANHOLE RING AND COVER ARE NOMINAL �2 R BLOCK-OUTS WHEN APPROVED SHALL EXTEND 3. ALL WALLS AND BASE SHALL BE REINFORCED WITH �4'S O 8' OC a, 2' ALL AROUND USE MANHOLE RING AND COVER MANUFACNRED BY DdcL SUPPLY "B-5306" OR EQUAL A MAX OF 6' PAST MANHOLE OD AND BE EACH WAY REINFORqNG BARS SHALL BE DEFORMED AND SHALL 7. WHEN BITUMINOUS MATERIAL IS TO " SAi1SFACTORILY PLUGGED AND SEALED. HAVE A 2" MINIMUM CLEARANCE EXTEND TO THE EDGE OF THE GRATING • a • 5. ALL BARS 3� CLEAR MINIMUM. EXCEPT WHERE INDICATED FRAME, CONCREiE MAY BE DEPRESSED 4. STEPS SHALL BE PRONDED WHEN INLET HEIGHT EXCEEDS 3'-6' •' ' ' � �' 6. ALL REINFORGNG DEFORMED /4 REBAR, GRADE 40 SiEEL UNLESS OTHERMASE NOlED 3. CONCREiE MANHOLES MAY BE POURED IN AND SHALL BE IN ACCORDANCE WITH AASHTO M 199 9. STEPS SHALL BE CONSTRUCTED AS PER PLASTIC S7EP DETAIL °a • ° � PLACE ONLY WIiH PRIOR APPROVAL � ° � 7. REFERENCE STANDARD DETNL M-604-12 INIET TYPE R MI iHE CDOT STANDARD ROWLINE 4. ALL MORTAR SHALL BE MIXED WIiH A TYPE 13 FIELD INLET 6 6� s� 3� �� DRAYANGS FOR BAR LIST, LENGiHS AND QUAN11i1ES TYPE II CEMENT. N� C1 .2 • 8. SiEPS SHALL BE CONSTRUCTED AS PER PLASTIC SiEP DETAIL TYPICAL END VIEW � RING dc COVER, va� uan�raN sc�oo�. 5. BENCH MUST HAVE A BRUSHED, NON-SKID VGiI, Cobrado SURfACE. SECTION B-B TO ESLOCATED AT�{OW PIPE ARE 9. NORiHING / EASTING REFERENCE POINT TO BE ON FACE OF CURB AT CENiER OF INLET L NTYPICAL PRECAST MANHOLE DETAIL �s2 S TYPE RE CURB INLET DETAIL � < Nrs c�.2 °� a� a o� o� < n a - September 17, 2002 N O O N � � m 0 rn 3 9 a ti I � N a � 1 GRADING AND DRAIPN�E DETAII$ � � C1 .4 SCALE: NTS u N a % i i ; I � � KLIPP COLUSSY JENKS DUBOIS AAC1117ECT5, �. G �' Mamb�r: .4nMmn IrnMlul� d MohM�cu WrINr Squer�. 7 512 brlm�r S/tiM Br1dW lw�l. Wnv�r. Cdaodo 80202 ph 809-893-1990 (oR 303-8932201 �\\�a\ 41011illlllly / .. �, A. °•. . ro • � � ' ° � ' ' � s , . � .' ��• � .��� � ��� •• � .° � �/0 j p���1 f I I I t I I i l����, EROSION BALES ARE TO BE; ENTRENCHED 4' INTO iHE SOIL, iIGHTLY ABUTIING WRB INLET o a M�H� COPYRIOMT 4002 WITH NO GAPS, AND STAKED AND BACKFILLED AROUND THE EN71RE OUTSIDE PERIMETER. Thb dowmwrt 1� en Irulrum�rM oF rMw, and . 6 ea aueh, rrma�rn fh� P�v d ri» Are4+M�f. STORMWATER MANAGEMENT PLAN (SWMP) A I I I I I I and wn 6� �nd�d enlY �uN� ap Ir�n�nf tha propoeed ca�atructian �nsista of o new achool a�d all aaaociated bu�ldinqs, athletic tacUftka, pa�Ctng und drive loops, cnd utAifies far VaA Mountah Schod, �+ w�ov �i�w .�.�+k. o�ea. �,x«+., P.c. locotad tn Vaq, Cdoroda The totd orca oNected ta approxknataly 9.2 aaes. The eaYmoted eequence of conatructlon atarte b aa idlows � � � � WOOD SiUD EXTENDED BEHIND qNDER BLOCKS Beqin Constructbn - Start Octobx 2002 ProJcct Campletton and Site Restoratton - August 2005 � � _ _ AREA INLET � 19MA1-38MM The preeent afte conaiats of devdoped lond indudinq the exbting VaA Mountain School, parking, and oasociated utditiaa. The aite ie Detween Booth Falls Rood ond �TM �A� - _ _ _ - OPEN GRADED ' Kataoe Ranch Road, along 170 North Frontoge Road Eaat. Offafte flows ore contrfbuted to thia development from the devdoped iond north of the ait0. �d hove O � GRAVEL FILiER been accounted far in the atorm aewer ayatem at that Ixotbn. Onaite flows are intercepted and carried to exiattng outfoll ptpas aionq the aouth cnd west edge of the property. The starm runoff analyais pertoina to onette development and contributing offatte flows. A drofnage wmmary repat hae bean aubmkted to the � ' enginea tor the Town of Va�. The fkid(eqa cf the andyats wQl not be ropeuted hera � AppOcrotion of thae BMPs for alormwater monaganait are tar conatruction periods and are considerod tanpaory. Post-devdopment etormwater monagement i: - prodded throuqh vegetoted landuoped aroaa md tha atorm cdlection ayatan. BEST MANAGEMENT PRACTICES FOR STORMWATER MANAGEMENT 2"x 2"X s'—o" � � 12MM VNRE SCREEN RUNOFF N N qNDER WOOD STAKES PLACED ARWND � BLOCKS Nanetructuml BMPa wAI be imQlanented to the mazimum extent poable. The utdfzation of nonatructural BMPs w91 be on ongoinq proceaa dirocted at preventMg PERIMEiER OF INLET erosion. The nonatructurd BMPe wpl r«xive continuas emphaeis throughout construction becauae they a�ert problema beforo they xcur aid redua the need for ❑ OPENING TO PREVENT � etructurai BAIPa. MOVEMENT OF GRAVEL CURB INLET BLOCK AND GRAVEL DETAIL • LOW VOLUME li2AFFIC AREAS ONL � Nonstructural BMPa w�l conatat primorily of plonning and achedulfig construction aMtvftka oimed at ochievtng the goal of minimizing �onion. Furthertnore, � � � � � � construction peraonnel will be instructed ond wpervixd in constructbn methoda consistent with eroafon prevention practfcea. The conttruction oxeas and parking � wnl be groded and coHered with o auahed etone base cauree during constructton. All oveAot areos w�l haMe the surfoce rouqhened ond wAI be permanently , .� londscaped in 1he non—irrigated aeas a tempororAy aeeded unta the plarmed tnatdlotiona ore crompleted. Seeding recommendottona are provlded below, but moy � be modified to make the beat uae of exlattng grubbings ond atrippinga /� PLAN VI W ACCUMULATED SEDIMENT Planned atructurol BMPs for erosion ond sediment cantrd ore ehown on aheet C1.1 oT this set, with details on this aheet Erosion ond tedtmantation cantrol � REMOVED NMEN SEDIMENT yyppp $11Jp OVERFLOW conalat of aevxd meawrea to limit eroaion. Theae grading wfth detale on meaeuras ehould mtnimize nuhance s1t and eedimentation exiting the site and prevent DEPTH IS 3/4 OF CINDER dogging existing etarm aewers and street guttera BLOCK HEIGHT. 150MM MIN. � OVERFLOW EROSION BALES RUNOFF � The runoff generdly proceeda fran the nath to the twth. Thus, a sRt fence wlll be constructed elong the east and weat portlona of the praperty. This ` � '� • � � • � -°I II - tempaary fence will romaM until the landscaped oreas of the aite have been seeded ond find ve.getotion is sstobliahad. The fence m11 be located at the downhnl � � � � � � ' �� : side of the existtng elopea at the edge of the eost praperty ifie dong tha Kataos Ranch Road ond the sath praperty Itne. The locations oi sGt fence placement RUNOFF 19MM-38MM ;'• , • �� •• � ' •� �, ore ahown on the Ovadl Grading, Drox+age, and Eroaian Cantrol Plan. The sqt tence in the destgnated oreaa shaN remain instolled and maintained unta the stam OPfN GRADED • �� '• .• . • flLTERED aewer etructures arc completed GRAVEL FlLTER //% _• � ,.• RUNOFF ' ~ � � 12MM IMRE , , . . : ` II A stobAized conatruction entraice wil provide occees fran the weat, near the property entronce ot Booth Falla Rood. � $(�E� ' •• : °� � • ' . . � Each fidd inlet, curb inlet, or oreo drain on the prciposed etorm aewer system will have a tanporary inlet aedfmmt trop eonstructed around it utilizing approNe inlet , � � � CURB INLET ' � � ;: •.: � P P � � FlLTERED . � . •• • . . protection. DetaAs of the desaibed erosion cantrd measurea are induded in the conatruction dxuments and ahown on thie aheet � RUNOFF � �` � ' � � � • �:: � V � � • ' �� �'� " .• ..• ' . - -� - - A aeparate cdleetion aystan has been deatgned far the porkMg lot inlets which direct porkkig lot droinage through a 'Stormaptor apparatus before phing the � AREA INLET � - � - _ I atfall. Thh unft efficienUy aeperatea eand and oil fran the low flow atam ev�ts aed bypassea the mejor events. - - - � Items arc scheduled to be implanmted occardu�g to the conatruetian schedule. Aa work proceeds, implemmtation of Mdividual BMPa is to coincide with the CROSS— SECTION AA CROSS— SECTION DD conatructio� thereby ml�imizinq the expoaure of unprotected aeas. The aediment fence, (nlet protection, and gravelinq of the construction entronee m11 be �L • ,� perfamed when the gradiny bepins The gravdinq b to be maintained and extanded as construction progrea�s. At the completion of the grading, ali expoaed aop aroas wili have the surface roughenad ond planted with a rovegetation aeed mix. Vegetation is ta be maintoMed �G� �' I �.��,�t �.�ti�� by the �t►a�ta �^t� � aro �^�,�tiy �a°d��. INLET PROTECTION DETAIL 1 � � The inlet protectbn wBl be Inatolled os the etam uwer structura are constructed. The storm xwer outleta will hove riprap protection when the ouUets ae NTS �•� g � conatructed. The atruetural BMPs aro to be removed, as the pamanent landacaping oT Instdlations arc completed. +j CHEMICAL AND PETROLEUM PRODUCTS STORAGE �� �' The contracta will atoro construction matarials and equ�ment tn conftned areoa on site from which runoff will be eontained ond fdtered. Alaterfals w81 be storcd >�� • Ck��� off the ground and protected from the weathar by o coMer or stored in a contoMer wch aa a wn w traila. M earthen d&e w�t De constructed around the perimeter of the fuel atorage aea to prevent materiols iran contact with wrface runoff. Equipment maintenonce wAI be performad h a deaiqnated ereo and atandard mointenance procedures, auch os the ux of �ip pona, w�l be uaed to contain petrdwm produeta MAINTENANCE 111 � � , The erosion contrd measuros will be inepeeted daAy durMg construction by fhe eantroctor. Silt fenx, inlet protection, and strowbde borriers w11 be chedced fw �s���" `J ` J ` tli undertnMMg and bypaaa and repaked or expanded os needed. The tanparary vegetaYwn of bare aofls w�l be chacked regularly and aroas where it is Yost ar �MA�Ml1M , damoged wll be reseeded. � CONSULTING ENGiNEERS At minimum the controctor or his agmt ehall Inapect all BMPa every 14 daye e�d afta sigNflcant prxipitation evants. lesfallations end m�ftutiona as �equked JVA, INCORPORATED by the Town of Vap wiN be implernaited wfthin 48 houro of notificotion. � ' ��T �N� PERMANENT STABtLIZATION MEASURES � �'� � � � ZOO OZH The aod w11 be camposed of Kentudcy Blueyraes, Paennial Rye and Fine Fescue or a blend of tall feecue. Permonent landscoping rrdi hdude todding, aeeding, ond �' � trees and ahrub plonYnga by a seporote landacoping contract �' h �: � 90X Id�ie� Set Scqtanber 6, 200'1 The graes aeed mix fa rovegetatbn is apecified os fdlowx Psmx $d September 17, 2002 . . . y � '� ° . . NAME % OF SEED IN MIX � � � � � � � � � °CD � � J0 � . . . . � � . . . . . . . � / � � \ • • � eeping �Red Fescue, Boreal 10X � 1 1 2 — 3 ROCK �� ;, `- Gested Wheotgrass, VNS 10X 1 /2 — 3/4` FlLTER LAYER Intermediate Nfieatgrass, VNS 1075 6" MIN. Kentucky Bluegrass, VNS 10X I o��,aa��, v�s �oz VEHICLE TRACKING MAT S�LT FENCE INSTALLAl10N Perennial Ryegrass, VNS 10X OWiMt �,y Red Top, VNS 10X FABRIC MAiERIAL Smooth Bromegrass, VNS 107i NO�S: (ANCHORED IN TRENCH) Toll Fescue, VNS 10X �� �T Timothy, VNS 10R 1 . VEHICLE TRACKING MAT SHALL BE LOCATED SiEEL OR 2 x 4 WOOD POST AT EVERY ENTRANCE/EXfT TO THE CONSTRUCTION SRE. (ANCHOREO TO FABRIC) 2. VEHICLE TRACKING MAT SHALI. BE MAINTAINED AS NEEDED TO PREVENT ANY MATERUIL FROM BEING = �' TRACKED ONTO EXISTING STREET. 4" x 4" iRENCH COMPACTED 3. SEDIMENT AND OTHER MATERUIL SPiLLED, DROPPED BACKFILL I OR TRACKED ONTO CITY STREET SHF�IL 8E IMMEDIATELY NO�: ! REMOVED. -- fLOW � _ _ EROSION CONTROL MEASURES VEHICLE TRACKING CONTROL 2 �v �� BE MAINTAINED UNTIL N LANOSCAPING IS COMPLETED AND ESTABLISHED. NTS � •� TO BE REMOVED UPON �cn� NOi1FlCATION OF OWNER. VAII IIWNfNN SCHOOL SILT FENCE EROSION BARRIER DETAIL 3 ����' � � NTS C1 .1 E E , c < Erofion Canhd DsUais and a �x Yonagenbnt Pbn �o '^o . $CPtC1CibCf � �, 2�2 N O O N � N � Ol ' O , T 3 0 vi u � u � N '�F % I O� 3 v u N a % ' � � ' � , KLiPP COLUSSY JENKS DUBO13 �� � _.._ .._..__.__..... .,.._.. __...�....�__..._...� a �a : r �v ► / � / � .:�-�... _.,_.._,� � �\ . � � ..� i i�./,� � � � ARCXITEC i, f. 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APPROVFA � BOJ�S n� Tar or n�oua+ To . ^ �" M� sTevs �e• x Pand Set BeoFanba 17� 2001 Fan a�ovs uP ro r: e� S1EF1 fENLE POST- 10' AT W7�E OF RAOWS 'e, . . Bd Set Seda�ber 17. 2002 wu�ua+ �nar4 �xTM e�t w r�TM r si�r an vaavmn u� r�t ror i' o� rosr ewe OCD 11 Sedember J0. 2002 �rsoac euovea a��rne Tww s• wmoi+un �m wTM xm� uo at ma� av �woir Fart a�esravs uamt TMui r: -}- art � wuEU.Ex N�a�� v�TM e� w wTM �• s��r ao a INSIDE DIA MANMOLE �acena+ T� m 1 R � 1NAN 7 �PI�AACE�B� 1�1HOV�E � PRE CAST REINFORCED DEP7N RItlD YTYRffOMI SNSUI.IATED PQtTION � SEE SPEpFICM10N4 FOR MER 8600 SEIUES Q4IA(im BASE i iM80Y OR � PLACED 84' � INSW1Tia! f011RD OF TFE PIPE � COMPAC110N REOUIRE�EN7S W�ONND �Jl03 YA1H 5E01L lD i PER�-C4780LE BARREL 0159PATOR CMANNEL AND � 7' MIN. �� OR ANY � TMqOESS TO fE SNMED AND 6RAOED BY TO TDP DETERMItEL DY NGiNEER y�s 7RENCH BApt FlLL I 4� ,�. . BENqi TO BE HAND � � �E r CONIRACTOR -,,. . OR LESS � ` ;�. �/ � `fRENqi BApt FlLL� �/� � 1P' � \ ��D A�P4E TO i . . 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BEDqNO LOCATION TArE TO �E BE PLACED 24" � b o. :.,.•. : �i\ mNe rucEO e4• aove , neove toP oF 7 �o Fws�n aw� 7 ro �s#n a� �,\/� :: :• r. ;.�;q�C /� rc�a�.s�r �m°ri P�ROrn°RUSOri rroR wAe s�s � s�� u�s e ��K .� / \ :�.:; '�y .� � � ; , " . u�,�,�o � •..;,�,�..• .:�,�Q'• �, rn�NC:�t Za�es , . . . , . � rnE . r :'vr� c�s'r wurHa� e� gpL i 6 r ' .'a . : ' . . . . . . . . . • • • • AND FIRST BARREL 9ECTION \ o'D;'. .'��:,:;Op:b � •ii^::": "."tY. � ` . . . • TAPE CONTNUES TO MIN. 12' COMPAC7W � � . ELEYA�L CAST MONqJ1XIC PER \ ' � � �\�T � BUILDIN6 ABOVE 3/4' 9� ROCK AS1M-C470 � v ....., .� .. •.. ;,w•. A: .O . ' . \�` �� /�.������/�/%\� \ �/./`Y te: M0.�D, CONPACIED BmDINO SERNCE UNE 6\ �\ ,d rIPE su8 peME �µ , �COPPER 'IRACE WRE \ ` PUCE JA1 LOCATIONG DISK MAX " ' ' ' CORPORAnON BURY DEP7H OF 6' TO FlNiSHED .��. '�,. I I \�iRENqI BACJ� FILL1` ` �� ORADE BENCM O � IAINIMUM {--{� 6'MM 6'MIN � � PRE CA4T MANMOLE BA9E �i��' � � p:��' "�� '•�`• ' ` ' p"� . • • CONpEIg BLppf �� wVU��N � • •. . . , � . � . • ^;:';;:.��' . z TIP AT SPIMIC : • ; • . � Q .�:'.:. •�• :• . :. . • �¢'•'. � a IINE OF WA7ER YAN ' • • ' � ' '• � � 10 6AUCE .- _......-�... .._�..,�. AND FlRST BARREL SECT�ON VOII COIOfU�O Fi cvaTrrr� ; 9, �••r.:'�,� :�: ,,:•,.1 :;��:;�,.�. ,,. . . . .. . r_.. � , � GENERAL NOTESi ��� COAPAC7ED •.;.• r.^ .• , .. •. • . k:. .•.. •• ; : ••. ... . r q . . SOIL . , INSULATED COPPER � .MV . • .. INV. CAST IIONpJ7HIC PER �p . .,. ...;, , .7 •. . .. � .. ; ,,. •• ' •. . � . • • • • 1RACE MARE TO BE OUT MI AS7N-C470 � MA7ERIK ' " " � ' � A O; ;:.. .. . � • , . . .LIIE,,.. � L CONDITION OF �ESS THAN MINIMUM HURY DEPTH ALLOWED s „o'A' • • • • RUN CONTINUWSLY -�� •A ,, ..;' :: ONLY VITH WRITTEN APPROVAL FROM THE DISTRICT PRIOR TO CONSTRUCTION, ' � °o�'• •� ':° �� K TO METER w1FiIN e E "�,; •: : ••.• +• ZONE STRUCTURE FROM . . �... .. :� . .� . �• . ; � ,' +: � ••• MNN LINE iFiApNC " . 0• ' N. � ` . � � '� a E INSULATION SHALL HE INSTALLED ON ALL PIPE THAT DDES NOT MEET ;; �.� ;;�;;'�+: �e� WIRE L / '. 7���r: a;'•?:i ': . � .. MINIMUM BURY REpUIREMENTS • „ ; „ ., '� : ,, �� a ��I�� " ,'1cc'ay • ' . , , . < '' . :'Y,. .... w 2� SEE SEVER AND M�ATER PIPE BEDDING DETAIL FOR °�• " '" '�D'� ' " cen7w� t':"�^s•" ^'' �:, '�: .o ..� 1. qIRB STOP TO BE LOC�7ED AT TE PROPERIY 11NE OR AT 1FE 3 j4���� �e�uaz. � � ,o HACK FILL MATERIA� AND COMPACTIUN SPECS� �,v � EDCE OF EASEMENT-MNq#YFR IS CLOSER 10 11iE MAIN ^ / 1/� 0.D.. 2 SERNCE llE CpIP SRIP TO � TAPPED AT SPIIfIC ll1E WAY FRpI TEMEDOE OF A9Wi�/LT�A.4 AWCN AS�POSSRl. a 3. INSULATION SHALL HE INSTALLED ON ALL PIPE THAT / e• wx+ � �� M� $C�{em�Cf � ], 2�2 � IS WITHIN TWO FEET OF ANY DRAINAGE CULVERT. THIS � � �� $ APPUES TO THE BOTTOM OF THE PIPE IF IT CROSSES a MIDB V��VE S�iAFT� E�XTENSION SHALL BE INCLUDED AND �CEr�Ihw'RED N OVER TOP OF THE CULVERT. PI� �n�� � ENERGY DISSIPATER MANHOLE � o. 4 FlNISH GRADE �uo or vr�u.�XYRIICHNE�VER S HIGHER NTS ERWSD DETAIL N0. S-3 C2.1 WATER PIPE INSULATION DETAIL 4 WATER PIPE BEDDING DETAIL 5 � NTS ERWSD DETAIL N0. W-19 C2.2 NTS ERWSD DETAIL N0. W-10 C2.2 WATER SERVICE STUB OUT DETAIL g � NTS ERWSD DETAIL N0. W-2 C2.2 CZ�� a c w � t v u N a / KLIPY COLUSSY JENKS DUBOIS ARCNI7ECT3, P. 0 Mrnb�r. AmMOen IeMMUN ef /KhM�cb � Writ+r Squan. 1612 Larlm�r 3hwf 9rldW l�v�l. D�nv�r. C.dorado 80202 . ph 303-893•1990 ha 903-8934204 � ���� ��� ��$ � � � T� t���� � ' � � . 286 . � ... �'��t�rnu�aa»ar . ALL MANHOLE S7EPS I PLAS7IC COA7ED j MA MDU57RIE3 _ !�I . . . • � E�K COPYRIOHT �00Y � . I rROMOE s oKV�wzeo s�m vort w� ` �� ,. '. Thb dxurrMnf I� an In�lrvrrrM of rrHa. ard � MRE ME5F1 NO 51EE71. q,dYP� YENT • � hrtnlrbn for ur ef �hls docum�nf b IImINd T and cen b� W�nd�d onl I 3' ABOrE RM9X q1A0E INTERIOR DIMIETER TO 8E �' � DISPERSE LARGE ROCKS M TFGS 2RE �i v W wnt»n e0rwm�rn , • o : , � � �teRT�t°Nww�ie°� se �aven PROVIDED FmCIfY DO IAT INTERFERE V1TN wMh Klipp Coluny J�nb DuBol� Archn�ch. P.C. i � . � I ' � �,� . FROp BACK FII.L Alm MSPGSED 0F �F SITE. , ' � ° � �, �€ I ` ' ffNERAL N07E ., r �ROqc ALLGVED GREA7EN 7wW 6 INCNES • � • : � . 7. ALL CONCRETE WORK SHALL COMPLY • . . a ' � ��"' WITH LATEST ACI-318 SPEqFlCATIONS . � : .., 2. MANHOLE iROUGH SHALL HAVE A �� MH FFtAME AND COVER 12 �P�C�71oN�u�AE�N7s d`,, I �tt� �� MINIMUM OF 2 DROP FROM ENTRANCE HSZp lp/�qNp RATED OR Eq1AL � maq� a�ac tiu � o �� �,y� �p�� B�ac rlav iHRWGH EXIT y_y v�a[s � MJT TO iHE TOP OF 7HE VA��E COVER IS V YE pqEyEN7�p1 a a�tot nuN 9', u� cxtw�son siEM w�u. ee , ; ' �v�w�e rart � u cawx nau.�rea 3. ROW CkANNEL 70 BE SHAPED AS TO awe e cowe-srr �o � .1 �pinm p� n� av�e�t�+o NuT. nre �� �'� T�� `��� NOT ALLOW STANDING WATER P'�"� �m �� �sion wsr ee sEa�o ro n+e vK� � ro iatuE 12' �'� - � ue ar�n��xw NuT. ' L � N� � �W p�yIKI!� � 4� �Ww MI �� . fWn aIT ,� � Ia RWn AL�Y�- �� ��:' �1'� ' � / CURB S .• � • �! ' �` :,' ` SEE BELOW SERMGE UNE MUST 8E \ � � GREATER TlMN 6 1NCFES . BEDqN6 ZONE oe� trre wrsme � vwvE wsroE vw�r � � . �'-o' r�e c�sr occ�nac caa •::.,�,�: wIRE s�u1 na7 vK�E 9ox uo vaii �rruCAaLE ; � cavr�t s�ehce uNES SHUl s .•. ' M�x• � : � „ v�re we ael�DE. sr�uz�na+ PIPE 6' BELOW � PROPER7Y 111E CR � t ♦ • HAVE 80.YEt SOIDER OR m ' � ' �. , M4TALL 7' dN1E7ER RAH NA7EPoAL IF NEOURED q1qpE EDOE 0� E/�kLENT 24' qA MSIXA7ED RINfi COMPNE99d/ JONi7S AfiER � � G' ' �. NECK(OR EQUA� ON INNER AND � � • � EWN.� � • • NE7ER PoT MPLICAlION � • D1MElERNR�AM NECK ON��• MAMWLES tMGER 7NAN {B'. • "' ` s ' ' '., ... I v ; � � LOCATIQI TAPE TO TRENCEI L�IES ' ':J"• s� : . ' .. . �•. ,..; .i �7EP3 MN � NRM 10 OAUCE NSLLA7ED •, :•: . . •� �:. �:� ..'." '•.`: � . ► � .1 • � PIPEeW LACATION TAPE TO � COPPlR WRE OVER VAIVE 807�3 ::� r. .;. . •-v''+' ;: :..; � ::• / C• � � � : PROTRUSIDI . 8E PU1Cm 24' PROVIDE AACIC ON MARE :.. , 1 . • „ .� I / . , .� < � � y PRE CAST REINFORCW �lE A10VE PIPE OR M�Y �,��r•"•."�< •, ,•.�: .��.i.� •.' � � e � v�••"y� � � S' NIN. 76 Q� ;, IMYI�7NH�ARREL PER AS7M-C476 �p�qy� r� � :. s .�. : '� .,.. ns .. : �. . ' � . � . � TP � '.�'.� :� .^ i •t �•• , � i., • • . � . . ., il. ..� • . . .,., . : + . i.';;� :..n\ r�ti .. . . . .. :�. , • .. � VAULT 92E AND 91APE TO BE � ALL MANHOLE --�• INSIDE LIP TO BE NICH .: .:.,,:'. ]•:. ; • �.: ':^ . : � DEiflMNW FOR EACN SPECIFlC PLASTC COA7ED :' . . •,,. ,. .. ...!...;;' :: ' I �� 4 ft qA ' 1XAN W151DE UP ,��;:,.::: ' :': ., ::,.;r.�:•• �;i. •:'� Cp1PACT BAqt FlLL 10 fOfi STNIDARD IOGITIW TAPE TO ' MA INWS1ftlE3 . • •, ': ` �••-,:T- PROCTdt TO 9URFACE TO SUPPORT � 8E PLACED 24• OR EOUAL .• 70P OF BENCM �iRENCII BACK FMl .� ' � ':��. ,�,',',-'t ;;a .' •' :��'� ' Y VN.VE !0% A80VE PIPE at MIY P�PE PHffiRAl10N OA9NET , ; .••.F , . ..:�. .: �.� • pRGTA1R70i PLACm MI CQ1E 70 AO�T 7. 1ME MEIER YNLT WST BE !' F'EE� RI OEPiX AND 4' FFET MRAMUN IN WD7N. IT IAUST XAYE - '• :.;".•': '•:' � S•. :•.` 1' F00T OF 3/4 ROpt NI 1FE FBOT70N OF iHE VAULL NAND SN�PE �l4 , PIPE: KOR-N-lEN.. MtAK p,;f,s '' +' A a �iS`'G :1r :.i • `t ' '. r. .t_' 24 NECESSARY AROUND . OR EOUK A•,��� '�..'�L• :� , .'::":''�: .Z� '• ', •' � ` " `•: � ���� PIPE TO PRONDE � �� � O. v. . ;•• °� 'r 2 7!f BAOK iIAW PNErEM10N OEMCE lNOULD BE MBTALLm OUT310E TNE VAW.7 BVT CAN sE • �. "x ' :l •,�,:•. • ��g N - .. : •.•a ` ' VALVE !OX BOTidA DRAINACE � CONPAC7ED BFDDI .; :r,•� �: ..r. : r... .'..:�: C•; •� � . �,• � � '• ' INSTMLED M99bEE 71E VWLT � IT IS AT LEABT 2' FEET OFF 7NE BOTTOM OF 1XE VAULT AND NAS �O •' � ' . .�. ..:r. :•� :. .. .. � ,. : �;'d .. :•:••:,,• 'y �•'� t:;a'••• ',•i� ADEWAIE ORNIAOE M DAYUONT. IF A REDUCED PRES9111E PPoNCIPLE OEMCE IS USED. 1lIE DRNN I 4' MIN. ' : „� - MAIERIAI , � .. O.: ,,h ..': ;t'. .;.: � . MUST !E TYp 1M�8 iFE 93 OF 7FE SERNCE L�ff NID NUST IRHi qJT TO DAYLIOHT. Zl �� � � :. L;p�SY'�' t• . ,;.. . ,':'• . , W1E VAL�E A TE NEfER NO BACK R.OYI AIEVETI110N DENCE W5T BE MWN7ED MptlZONTALLY. 7HE XEN07E 5 ;� fLOW , • •�O,"; `':% ��,� �� .. ! �, ,•. a POIL E70.J PPE DEP1X NO LE� TINI NMIMW Y . . • ,. : PRf-CAST MMWOLE BA9E AND '4: .r.;'.I� Z01E '� ' MARES MUST � RIA1 FROM 1!E ME7ER iC AN OB.ECT dJ191DE 7HE VAIkT. POST� BWLDMQ . .�+. . w •. +. • � ; �•,, r �. • ti 10 OAUOE XISIILATED :�: '.," : :. : .. • '. '' .'.. .;. ' !' 1fW: ,.,. ffl87 [MNEI. �CCiION GIST !/' ;i';:� . . ',:y.•• '. Cr��� � � j �•',„ �.� 4. . q' ' �� • i �. R .•,.� �� . ♦ . .� '. l � �v ���r ��.{� ���i • �,+�,.. .t , .� , e � FplOYf WMER MAIN : �. VAULT 91ALL � PRE CAST �7E AND CAPABLE OF N1INSTANDMIO NS 10-M{ iRAFFlC IAAdNO MIN. 1Y CONPAC7ED J/4 ° • �• • ^ : : ' . : O ' , '•' COlCI710N8 i IIEOUIRED O11ERN1lE p1Y dSiPoCT APPROrEO VNlLTS MAY 9E USE'D. SCRffJ1ED ROpC •� . � '.j,.• . : , . .•� • � �.� ,•i,; • • i . . 0`C": .: :OQ:O : •el'ti"': . ,.�•,;:�; ;'�A;�. ?'nv •'� .•.�� � :� . . . . . � .., ^ . , . . , . . • . L ., '� �" ^•:n',•! r �t..1. . '• : .0 .: �:tV��3C 1o% :..s;...• .. a a r+nEaE t�s �n�tc wut& use urm s� at Flu �nruwt 9v� wn� non s�rarac /�Y i caauT. I I �g 0. COAT N.L E%7EIOqt VMlLTlURFACES YA7M BI7UNNIOU3 DAMPROOFlNO. �`-�6 ft pA�T PiE SUB qtADE I � . IN. ' $� MIN'� i. v�u� ewc �s ro ee iNSr�n p.uwe �ro � �rro co�m�m a+ s• r+ur �' rCONO o�no��a �� ��T. sa+w�nc w/ vw�T oi►�a+s ro oisiacT rnan � PIPE HE�ffiNG ialE GATE VALVE AND BOX ASSEMBLY DETAIL , SERYICE LINE METER VAULT DETAIL 2 STANDARD MANHOLE DETAIL 3 SEWER PIPE BEDDING DETAIL 4 �,o�� ' �"^�� NTS ERWSD DETAIL N0. W-7 C2.2 NTS ERWSD DETAII N0. W-20 C2.2 NTS ERWSD DETAIL N0. S-1 C2.1 NTS ERWSD DETAIL N0. S-13 C2.1 c,� � � � �� � . �/6:^ � �r� �� � 1r �/.1 `J ` J ` III INSERTION LINE CONSULTING ENGINEERS INSERAON UNE JVA, INCORRORATED THE USE ❑F P� LYETHELENE WRAP F ❑R C❑RR❑SIVE S�ILS . P� �Ew � � � s' �"�".� TO BE DETERMINED BY ENGINEER � 200 � .OZH � ' • . •,, , ' • � � •� GA ET FLOW -�- GASKET � 90x R�rier Sd Sadanba & 20� ' � � i: P� FL011 - Pand Set Se0tan6a 17� 200Q p� �'. P0.YETMYLEtE � � �� ��• � �' ': T� �^-�p�^<*-�-�� u„�^z SPRING LINE CCD �1 Septnldet Jll, 2002 �, � '�. sx-� �.aw �NCrH aF r� 'r' �V 3/4• �u-n�o uux�a+ eaT on .s a°o t0 �,diwa ''' �' q� cw"° �Y "n"°"E° T° �°E SRIB WT MRICATON4 (NO C1EM1 OU� SEWER JOINT DETAIL FOR BELLED SEWER PIPES -- 811N1 XAVE A 9i LOCA7INC qSK ' �p � NISTNIED AT TIE END OF S7UBOUT. J7.4fir i Cfl11ER 0► YIYE lRAfICX � � TO ![ PLACm M tRPER � �w �� ���m[rE nmo av st�+ wlw 1 GASKET �oceTm, T� To � JF P{.ACED P4• P1PE PR�pT�RUSION � � � - - ' - " - ' _ - ' - " �TM �- " - INSERTION LINE � . � - � :� � e� s� �ce rosr- � • � nE to �ru�Fro�E wtH s/4' : ���n� To P�mr ror r a' rosr ar�m+ � ' , �vt rnnuo �rw exP. N+a�a+. .� / ,vove rs� ae M+r rw � . w�ni Evoxr cnaiT �r�ustoN �` 'PERYA-JOMIT $TOP pt EOUAL- •.• . ?�0' i UIIE TO 4 fEET /�lO�E OROUIO- � � . � '� PAM7ED OIIEEd Q ��.p � 4' PIPE CLMIP i71iLG . . _...._ _ ____ .. _.__.. .. ._ .. �„ SECTION14L VIEW R , , .... . .., _ .„ � a -� , ..�� ' �� ro�rEn+r�E� �rmN T� m rucE �w �oc�iwa oiac � -a` �u�am�E our�ss� f . • � , � . . , • . .. T �E !E PLACED 24 tdtNCE 11NE-7EE �ECi1CAl10N8 APPROX 1 F00T /�lOYE SF'RNCE I DIAIETER DIAIETER .• • , • • � .. ! ' • ' •� '�� . p� A70VE P�E Qt ANY ORADE � 1/� NMl1 PEit FOOT MN. E!n !UT DO NOT BURY AT � . �. y'. ;' , . • s . ' • , � :' . ' �� rROTRUSIQI A DEPiM OF MqiE MAN 0' i � . • • � � , • . , • a. . =, �.r... '-a� v : .,.,� . . . . .. • •, � rr..��F.,.. • ., � : ;.,� . • • • • .: ":• : '� . ':r"; ��'`, •,'•'. . . . �'. :y": : :�`� . . . : ; :. '� '�r,,:'•;';; .. . 3' MIN. 1�0' "y'j4:Y��� . � P�� eEU � � � v�u rwcacss VGiI Cobrado � . LL e. .- �EVATIW \ � �`" PLUG F E7fERCISE CARE TG PREVENT PEIETRATION � . � E �-'� ar vc vR�w vtrH aMVE�. Rxxs, rra "" .. SPRING IINE = NOIE ANCMOR NANHOIES ARE REWIRFD FIELD INSTALLATION - POLYETHYLENE WRAP NMERE PIPE SLOPE E7GCEEDS '107t VFERf SPECfi'ICALLY REOUIRED f0! 9�L APPUCATIOR .• �,�M1••�..•�•�•.• Q �aTMO TME M�w� o�Y srer i - n.�ec rwc or ad.rEnm.crc w�rc+rw. w rivc rvmrs m i.avew�c �T nrto n.� MINIMUM SEPARATION BETWEEN NOTES: srcv e - nu n� Tuee ovae ne �rcrn or nc rirE r� Tuee ro � �r .ASrrt, raa TAPS SNALL BE 18 INCNES 1 . 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O O� 9 N � C3.1 , � � � � ; � � N a i � CURVE TABLE LINE TABLE CURVE LENGTH RADIUS CHORD CHORD DELTA LINE LENGTH BEARING BEARING LENGTH L1 2.63 N00'13'17"E C1 38.41 25.00 S42'47'14'E 34.74 88'01'36" L2 3•17 N48'03'24"W C2 3.81 5.00 2813'5fi'E 3.72 4338'56' L3 7.87 M88'15'4 'W C3 109.76 75.00 N46'2 '05'W 100.23 83�1'15" L4 23.44 S87'33'05"E C4 49.16 25.00 g3�'�5'4g'E 41.61 �� y�3g'gp' KLIPP CozvssY JBNKS DUBOIS L5 16.98 S24'29'47'W C5 23.75 20.00 S '25'31'W 22.38 68'02'48� ARCMITFCTS, �. G , L8 333.40 S87'32'49'E C6 36.44 100.00 N77'06'44'W 36.24 ZO'S2'43' L7 16.42 N12'33' 'W C7 3.18 2.00 N21'OS'17'W 2.86 91'10'10" "�""�° ~"�"°°" 1nMMa°� °� �"�" L8 3.55 S87'33'05"E C8 41.14 81 .00 N50'5 13'W 40.70 29'O6'00' wnr.. sa��.. + sis ►onm.� s�.« L9 0.40 S02b9'56"W C9 93.56 119.00 �g'�'3g'E 91.17 45ti2'54' aeew �.»�, o.m.., ceiwaao eosos L10 8.48 gpp '5g"W C10 3.67 2.00 S39 '55'W 3.17 105'00'00' 4� , � � , r �.. 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N � T • _..._ __r.._. _. ,_�.__ � - , . .. �.. ` � , : :.. � •, f ` �- , -r / �,y/ .,J' � .. _.� ' `(�} ` �� % .�,� �\ � � �, -�'i � , f,k'J L17 3.00 S47'59�10�W C17 22.60 18.00 1'10'E 20.77 � • �� ._ l� � ;) I �. �/ s' �� 1J �1 t� / ��,, � -'"�� , I L18 24.66 NO2'26'55 E C16 53.31 44.00 N32'I 46 W 50.11 g80'5610 �� __� Lr � � { ,� 11 I 1_ _�_ z �� - � r `� � � �, � �.- : � �..: , - �aA. -' � ' i . � '' , ' ` � \ .� -•-' �. `�. -r .; � _..__ ( ' � �,,./ .� 4;--� � � � ,�' ' �., �"`--'�" ;i � �ti �� �� � ^ ' " !'' 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"• � � y r1� y ywrAbna n�m«M .2• � � � � \ � � � SPILL GUTiER TO Y s• �p• � 6' COMPACiED MATCH SLOPE OF 12: 1 MAX „ '� " �y � �mv ca�w �«+w o�ea. ,w,n.n., P.c. �°� "� � � • � SUBGRADE , ADJACENT PAVEMENT �'' , • y y .'� � "� � :� � 2 CURB AND GUTTER fXP JOINTS EVERY 100 MAX AND � � �• WHEREVER SIDEWALK ABUTS EXISiING y s� • � i'� CONCREiE STRUCiURES (iYP) - SEE PLAN ., � " Y \ 0 �� � �fi ' � r �'�rc�s�E � ' �s� EXPANSION JOINT DETAIL 2 " y • 6� '�� ' ADJACEN7 PAVEMENT �� �2. 1'-0' N� ��C4.0 ATTACHED WALK • k �0 MID - BLOCK \ - A B 6 •0 � � - . � z ' • " �' FT � � `'a ' • • • ,. -.• .�. . � . • a• . ��g t yp���Rr��1�1 " f k � S�� �N� te '`14t Ns,� � i `'j��A � N� uA �y;���j < � y �x i.v:�p1W ,�`^',V k� a � � :� � • . .. •� : . � ' {p y y � �� "a�` �1 .& �p $''"ar1 �"' E ,�,('�.� +�^ nt � �,^ �'� �, .�5��4'� ��'1� ,�� r r� �r ���� �� � k�'�� " ! 1 : ! 0 ' rd fv �^ td�y i i r i � r rt t Y 1 i� � . �• +r • ��� � F;"�J r �K ( �1 �ky'��` '�yy x�-�aY y c , �f� ' .�3� _� �'n,� ���'µ "kF 1 ' r^��.�p4�dT.,1 �� ath`k 4�`"�. 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SPILL GUTTER TO �� 3/4' ' '� � " ' • • � " ' +i • 0.08 1 `+ IAATCH SLOPE OF : °"" ''` ' ��'.' ^ ': � g' (�,p) • . ..... •. . ;. . ,;:�.,`��:' . ,•,•• • • � % io i . • �� � •� ' , � j l .. �•,. . d /' .r` � •�.. l�; fr . .e : n�u'•::�•:: 7 �•.'• :.. � 0.16 �2 ; �'•' � ADJACENT PAVEMENT � �� • �,, � ° ": :a; •:;� , ? _ . ~•.. . . '. • . .a.;• .:. �:�: ..: �. • i , ; • • �.: • . ' • . Z :;� ,.. . y... ;� , , ,,,� �� ., . ' : . •: + ... . : , ,: •ii : �.t• ..e�� •, � �t�A"•� •i � j�•• ,�� � � L ��. . • �•, - � "�" : .:A• �' �•, 4.� � , : 'S SECTION A- A SECTION B- B �LOW LINE ' •'� ' � CANTRACTION JOINT TYPICAL RAt�P SEC110N 1��TC NOTES: NOIES: CO,�NiR�ACiION JOINTS AS INiERVAL TO MATCH WIDTH 1. iHERE SHALL BE NO LIP WFIERE iHE RAMP MEETS THE GUTTER 1 . CONCREIE SHALL BE 6 SACK MINIMUM CLASS 'A'- OF SIDEWALK (TYP) - SEE PLAN - 4000 LBS/SQ. INCH AT 26 DAYS W/ FlBERMESH 2. WRB RAMPS SHALL BE PROVIDED AT ALL CORNERS OF SiREET INTERSECitONS � 2. SUBGRADE PREPARATION TO CONFORM TO CONCRETE CONTRACTION JOINT DETAIL 3 DEWALK AN'D W BCTIONS WHERE THERE IS EXISTING OR PROPOSED • PAVEMENT SECTION DETAIL 3. FOR JOINT DETNLS SEE THIS SHEET NTS C4.0 3. RAMP SURFACE SkALL HAVE A COARSE BROOM FINISH WITH GROOYES CURB AND GUTTER DETAIL 1 PLACED PERPENDIWLAR TO THE SLOPE AT 12" INiERVALS N� C4.0 4. WRB RAMPS SHALL BE POURED MONOLIiHICALLY WITH THE WRB, O�- ' � GUTTER AND APRON. CENTER RAMP TO BE BRICK COLORED CONCREiE r ,`Z`� WITH EXPANSION JOINTS, POURED SEPARATELY �3' J. 5. RAMP LOCATION SHALL BE SPEqFIED ON THE CONS1RUCilON PLANS, Z � RAMP AND NANG SLOPES SHALL NOT BE STEEPER THAN 12: 1 Z � CURB RAMP DETAtLS 4 �o,� • NTS C4.0 1/yl1 . ��,�� BIiUM SURFACE COURSE (FULL DEPTH) � 1111rr1 `J ` J `III � CANSULTING ENGINEERS � COMPACTED St1BGRADE GUTTER FLOWUNE �,�,, JVA, INCORPORATED `� SEE HORIZONTAL � CONif20L FOR � 3 INTERSECiION CURB APRON SHALL BE PWRED c A�C�S P�Cf MI�R REiURN RADII MONOLIiH1CALLY NAiH � � ZOO � . OZH WRB/GUTTER/WALK AND � � �s � • . � � �. .;. •• . , ,. . r,'.: ', . . : ;• � ;; . , . • 'p SHALL BE A MINIMUM OF Q� � � � � a � ... • ... •. :;. " . . • : • . + ' , /p�T �/ � • : t . : '.� . • . •,,1.. • : � . •''. : • •. ' j'�.� ` ••: ' •"•: uVf'11 °u 1 I a . . ; • . • •,. �..;' .. . . . . 8' iHICK , ;.., :;.r. ;.:•,:• ..`. ;:;`..; : •: .: .. �'� � � ' ���` , •' :•: •: � ;�:, , . .. • . •. :''`.::••;'••: =::,:.• •.:, .,,• ' NOTES: � o Bd Sd� SeDienibx 17� 2002 1. UGHT DUTY FULL DEPTH ASPHALTIC CONCRETE Fat / a A 1 - ^pgp �� �p� 30� � PARKING AREAS ,� �p� 2. COMPACT SUBGRADE TO 95X STD PROCTOR (AS111 D-898) / L 7o COMPACiED SUBGRADE f2X OPTIMUM MOISTURE CONTENT USING ONSITE IIAiERIAL � • --- • • - • - - • -� • - • � 3. ALIERNAiE PAVEMENT SECiION: 3' ASPHALT PAVEAIENT OVER - • ��� 6' CDOT CLASS 6 BASE COURSE . /� BIiUM SURfACE COURSE � „ • 2X SLOPF FULL DEPTH � 1 /2 EXPANSION . .. .•.. , iy • � ) JOINT MATERIAL . ` • .. • , . ° • . •� • . .* NOTES• • . FLOWLINE SHALL BE TOOLED ALONG ' • • 4 ' • • •, : . . , 1. USE CONCRElE PAVEMENT FOR SI7E SIDEWAIKS CURB fACE BETWEEN PCR'S AT � � ' � � � 'a � � ' � � DOWNSiREAM SIDE OF INiERSEC110N � ' 2. COMPACT SUBGRADE TO 95X SiD PROCTOR (ASTM D-698) � a 6' CONCRETE �� �T 3R OPRMUM MOISIURE CONTEN7 B�-�" Q 4'-0' 6' COMPACTED SUBGRADE N NOIES: CONCRETE PAVING SECTION DETAIL 5 COMPACiED SUBGRADE , . , , . � • }.,: •: . . 'J,::•:. ;e t ,• • : �� . . , . , . . .. . ., . . . •'r;: , ;':'.,'! " ';' . ^ •.� .. . •i '�.li ''` :5. ,..� ,�. a '• i ,.� . :. ' f ' r .. • . � . .: •i �• � � �i: r �} '".�'.. � : ..: �" t.. �' .:q.�i�� : � tr . � . f.� .W.�. � � ' N75 C4.0 : �: ' : •. �. •;; •;f °,:• ::•. � •�;:,•; ...•. , . , .,. .�n. •: �,, ..r ; �.•�` • •^ . t : � ..ti �ii.;,;, ..: •, :. :. ; ••., ' °D 1 � BASE TO BE UNIFORMLY COMPACiED TO A MINIMUM 95X� OPTIMUM DENSITY. �- 2. UNREIMFORCED CONCRETE 70 BE A MINIMUM OF 4000 PSI COMPRESSIVE STRENGTH. SECTION A - A 3. FIBER MESH REINFORCEMENT SHAI.L 8E AT THE RAiE OF 1.5 LB/CY. 1��TC, 8 FOOT CROSSPAN NOTES: HEAVY DUTY ��S SiEE7 FOR CONCRETE JOINT DETAkS � O' CONCRETE BIKE PATH g 1. HEAVY DUTY ASPHALTIC (bNCREiE FOR STREETS Atm ►+rs C4.0 ONSITE DRIVES 2. SEE iHIS SHEET FOR CURB RAMP DETAILS va� �ouMaN scHOO� 2 COMPACT SUBGRADE TO 95X SiD PROCTOR (ASTN D-698) 3. EXPANSION JOINTS ARE REQUIRED AT PCR'S VOiI, Cobrad0 t2R OPTIMUM MOISTURE CONiEWT USING ONSIlE MIATERIAL ^ 3. ALTERNAiE PAVEMENT SECiION: 3" ASPHALT PA1iEMENT OVER 4. CROSSPANS ARE NOT PERMITTED ACROSS ARTERIAL/COLLECTOR SIREETS E e' CDOT CLASS 6 BASE CWRSE TYPICAL INTERSECTION CROSSPAN DETAIL � a ASPHALT PAVING SECTION DETAIL 6 N� �4.0 � x�s c4.o � �d co� t s� o� M N September 17, 2002 0 0 N � ' N � O! O C� 3 0 a � HORIZONTAL CONTR4l dt SITE DETAILS n I �1 � ca.� sca�: as ra�u V`F W � 3 v u N d / �� 'i