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F'LE.ASE CC�tT'AGT �`���� ��� '� "� WD VbCX)D T}-�C,B�ERAL CC�I�ITFtAGTOR 1 F YOU HAVE NQT REC�IVED A CUN�'LF-fE SET'OF DUCl1NIE:MS. ��a��: .��_. � l t �.�=. � � ..��, �°'s�°- �5 ���������� ��1 2�11-Q��-U8 � / � � �..--- - �,_____ / S FRONTAGE ROAD EAST � .�-�-..-�.....____w�.--�-~��"����' `-'� TEE BaX #7 LOCATlC?N ...�------.�.� .,..- �,___--�--a-�"�"" :::: �`\..,�� _�...---.._.. .�-�---�°'�.__--- � ,,; � ..-�- �;: �� .-�—' � . � � c ue ��usE �oc�TioN ; : �``°��" SUNBURST D lUE ;:�: . � � VAI�. VALLEY DRIVE ��: ;... , � � � �<<� Vl C I N ITY MAP S U M MARY �F Q UANTITI ES NTS ` CONTRAC C�NT!R'ACT r UNIT QUANTIIY � GENERA� NQ�'ES: ITEM N0. 1TEM DESCRIPTION �.� A. A�.� WQRK SNALL 8E IN ACCORDANGE WiTN TNE COLt�F�ADO DEPA�TMENT QF HIGHWAYS STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE G�}NS`CRUCTIC�N, 2U�5 EDITI4N, ANa PROJECT SPECIA� PRO�tIS�ONS; THE LI�TEST M&S STANDARD�; TQWN OF VAI� �06 �TRUCTURE BACKF'ILI. �Y 140 . �TANDARDS; A�[� TNE PR�}JECT CQNTRACT BID Dt�CtlME�VT�. 206 �1LTER MATER(A�. (C�S B) CY 6 �. THE EXISTING �ON�ITIONS (N[�ICATED ON THESE PLANS ARE BASED ON TH� BEST AVAl1A8�E INFORMATION. THE CC}NTRAC�"OR IS . . RESPQNSIBLE F{�R VERlFYiNG EXlSTING CONDITIONS AND FOR TNE FIT OF ALL NEW CQNSTRUCTIQN. ��� CONCREfE WASE�QUT STRUCTUR� EA 1 ,� �. TME CUNTRACTOR SHALL GQNFORM T4 ALL FEDERAL, STATE AND �QCAL HEALTH AN� SAFET`( RULES AND REGUI.ATIC�NS. AL� 304 AGGREGATE BA�E CQURSE {C1AS� 6} CY 2 �,�� TRENCHES SHALL �E PRt�PERLY BRAGED AND SNQRED T� FURNISH SAFE W4RKING CONDITI4NS. THE CONTRACTOR SHALL BE � : RESPON�IBLE F{�R TNE SA�EfY �F AL� AS�qClATED WITN THE PROJECT AN�7 THE GENERAL PUBLIG WHERE TNE PROJECT IS WITHIN 504 RO�EjT'A GRA1lITY WAL.L 8L(�CK UN1T SF 179 TNE TOWN aF VA1L RIGHT-fJF-WAY. SAFE:TYj�ONSTRUCTION FENCiNG MUST BE PtACED ENTIRELY AR�UND ANY QPEN EXCAVATION 601 CtINCRETE CLAS� D CY 7 � � OR AREA DESIGNATED BY THE ENGINEER AT THE END OF EACH DAY< SAFEfY/CQN�TRUGTICDN FENCING SHaL� N�T BE PAId FQR SEPARATE�.Y, BUT SHA�.L BE lNGLUDEE� IN THE WO�K. 626 MOBILIZATION LS 1 .. ,. D. EL�1fATl�}NS AND DIMENSI4N5 GONTAINED IN TMESE PLANS ARE �ALCULATED FRql� A RECENT F`lELD SURVEY. THE CONTRACT�R 626 ER4SIaN CQNTR{lL LS 1 SNALL VERIFY ALL DEPENDENT DlMENSIUNS IN TNE FIELD. ��' E. TNE INFC�RMATIt�N Sf�QWN {}N THE�E PI.ANS CONCERNING THE TYPE AND k�(�CATI{}N OF UNDERGRaUNQ UTIGITlES I� NOT GUARANTEED � T4 BE ACCURATE OR ALL INCLUSIV�. TNE CONTRAC�`0� IS RESPONSIBL.E Ft}R MAKi1�G NIS QWN DEI�RMINATION AS TO THE TYPE ANQ LQCATEON t�F UNDERGR(JUND UTILITIES AS MAY BE NECESSARY T� AV41D DAMAGE THEREi�t}. THE CC3NTRACTC}R SNAL� �ONTACT �a�R�v��rio�vs �rAe�� ��M.a AS50CIATIaN QF STATE HIGHWAY AND CL CENTER LINE FES FLARED END SECTION �P LIGNT POLE PRQP PR4POSED T TE�EPHONE ::�` THE UTILITY NQTIFICATI4N GENTER aF Gt?�QRADQ AT 1-80Q-922-1987 AT LEAST 2 DAYS (NOT INCL.UDiNG THE DAY (}F 7RANSP{?RTATION t7FFICIALS CLR CLEAR FF FINISH FLOOR FROM` FACE LT LEFT LIGHT p�V PRESSURE REDUCING VALVE TAN TANGENT �`'� ABAN ABAND�N Ca CLEAN OUT FG FINISH GRADE tAAINT MAINTENANCE PRES5URE REl�IEF VA�VE 76C TOP BACK {}F CURB °.:...� NOTIFICATION} PRI{�R TO ANY EXCAVATION �R OTHER EARTNWQRK, ABC AGGREGATE BASE COURSE C�M CQMMUNICATION FH FIRE HYDRANT MAS MASONRY �SF POUNDS PER SQUARE FOOT TEMP TEMPORARY F. THE GaNTRACTt�R SHALL 8E RESPONSIBLE Ft}R MAINTAINING THE STABiLITY OF AL� STRUCTURES AND EXGAVATIONS DURING ABUT ABUTMENT CONC CONCRETE F"!_ FLOW LINE MATL MATERWL PSI POUNDS PER SQUARE INCN TOC TaP OF CONCREfE TOP OF CURB ,. ����-��������* AL7 ALTfRNATE CONST Ct3N5TRUCTI4N FN FENCE MAX MAXIMUM PT POINT �F TANGENCY TOW TOP OF WA(.L AMT Ak10UNT CONT Gt7NTINUOUS ATIdN FPS FEET PER SECOND MB MAIL BOX POINT C�F VERTIGAL CURVE ROLYVINYL TYP IYPICAL G. lTEM 5�4 - Rt�SEfTA GRAVITl' WALL SNALL INC(�UDE ALL MATER�ALS AND WORKMANSHIP REQUIRED TO CCINSTRl1GT AL� ASSOCIATED APPRQX APPRQX1�fATE GOR Ct1RNER Fi` FEET MEGH MECHANiCA� ��� CNLORIDE UBC UNIFORM BUILDING C�DE ITEMS, INGLUDING BUT Nt�T LiMITED Ta FACING BLOCKS, STRUCTURE BACKFI�.�., GEQGRID AND STRAPS, AND DRAfNA�E MATERIAL. ASPH ASPHALT CP GONTROL POINT FTG F40TING FfIIING MFR MANUfA,CTURER PWMi' PAVEMEMf UE UNDERGROUND ELECTRlCAL AMERICAN StlC1EfY F�R TESTING ANO CY GUBIC YARDS G GAS MH MANH(lLE Q7Y QUAN7l1Y UN� UNLESS NOTED OTI-CERWlSE PAY LII�ITS SHALL FRUM i`HE TOP C}F WA�l. TCl BOTfC�M QF WA�L, AS SNOWN ON TNE PIANS. C(}NGRETE BACKFILL, IF REQUIRED, A�� MATERIALS DEMO DEMOLITiON GA GAUGE MIN MINI�IUM R RAQ RADIUS VERT VERTICAL SHALL BE C{�NSTRUCTE� PER PLAN REQUCREM�N7S AND P�iD F�R S�PARATE�Y. AVG AVERAGE DEi DETAiL �AL GALL�N MISC MISCELIANE4U5 RCP REINF(7RCED CONGRETE PIPE W WIDE WIDTN WATER AWWA AMERICAN WATER WORKS ASSOCIATION DIA DIAk1EfER GALV GAE.VANIZED MJ MECHANICAL JOIN7 RE ftEF REFERENCE w WlTH BF' BACK FACE D!P aUCTiLE IRON PIPE GND GROUND NA NOT APPLICA�LE REINF REINFflRCED D ING MENT w o WITH DUT �U��� �-��+ BFV BUTfERFI.Y VALVE DWG DRAWING GPD GA�LC}NS PER DAY NPT NATIQNAL PIPE THREAD REQD REQUIREp WWF WELDEa WIRE FABRIC Bk.UG BUILDING EA EACH GPM GALLt�NS PER MINUTE NTS NOT TQ SGALE ROW RCGNT OF WAY X SEC110N A. DESIGN DATA: BM BENCH MARK EF EAGH FACE GRT6 6RATING NWL NORMAL WAiER �fNE RT RIGHT RETAINING V�A�.LS Nt�uE �EEN DESIGNE� fN ACCt�RDANCE W(TN TNE NATIONAL CONCREfE MASONRY ASSOClATI(�N. STRUCTURAL BMP BEST MANAGEMENT PRACTICE EJ EXPAN510N JQINT GV GATE VALVE OC ON CENTER SAN SANffARY ... B�C BACK OF CURB EL ELEV ELEVATION NCL HORIZONTAL CONTROL LINE OD OUTSlDE DIAMETER 5D STQRM DRAIN � AT ' DES�GN QF` ANY INDIVIDUAL WAL,L ELEMENTS NOT C(}VERED lN THE FHWA MANUAL HAVE BEEN DESIGNED IN AGCORDANCE WITN BOF BQTftIl� OF FaOTING ELEC ELECTftICAL NMA HOT M(X ASPHALT OH OVERHFAD S�' SQUARE FOOT CIP CQMPLE7E GAST it� PLACE THE REQu1REMENTS OF THE AASNTO LRFD BRIDGE DESIGN SPECIFICATIC�NS. BOW BACK {7F WALK BQTTOM QF WALL ENGR ENGINEER HORIZ HORIZONTAL OHE OVERHEAD EI�ECTRIC SHT SNEE7 �.:. BRG BEARING EOP EDGE QF PAVEMENT FiP HIGN PC?INT PC P{�IN`( QF CURVATURE 5PA SPAC{�JG SPACES - REINF�R�ED GQNCRETE; �'� = 4�JOQ PSI; REINFORCING STEEL; � = �}QrQCYO PSI; BS BACKSI�HT EOTW EDGE OF TRAVELED WAY HVAC HEATIN� VENTILATION AIR COND�fIONING PEJF PREFOR�tED EXPAN510N JOINT �fLLER SPEC SPECIFICA110N Y C&G CURB ANQ GUTfER EQ EQUAL HW! 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IN NQ EV�N�`, '""` �f � w�� MAY ANY ACTI�N BASED UP4�N ANY DEFECT IN TH1S �URVEY BE �(?MMENGED MORE TNAN TEN Y�ARS �,f/ �/���� /'� FROM THE C}ATE 0�' CERTIFICA7IUN SNaWN NEREQN. , �,, �f � p 4} THE BOUNt�ARY DEMENSiC}NS, EASEMENTS ANb RI�HTS C}F WAY SHOWN HEREUN AR� PER THE RECURD �'�` �f � D�p ,� PLAT �C?f� TNE SUBJECT PRQPER7Y, '�/ /�/ r1 � i'�. 5) VERiFY CURRENT BUlLC31NG SETBAGKS AND RESTRICTI(7NS W1TN THE PRflC'ER GOVERNING AUl`HaRITY. ��// f,� �,.� � � Q �f �" // `� � � / ,,� � � �.. � � � SURVEYOR°S �ERTIFiCATE ''� f/ �,��� �,/ � � I, SAMUEL H. 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