Loading...
HomeMy WebLinkAboutHighland Boulevard - 1996 A *f S A. CU MIN " LEGEND CONSTRUCTION DRAWINGS G Nm EXISTING DESCRIPTION ... ti RECORD DRAWIN CURB & GUTTER PROJECT =___= I�� U "'0 C H L A D BOULEVARD CULVERT nl of O K-HI �111� z z�Q 0 MANHOLE �niml!°a V)2_� MONTANA -SSANITARY SEWER i�'Z z ZBOZEMAN —SD-� STORM DRAIN x J W 6— WATER MAIN of `yl r,0�W g erid9er YJ FIRE HYDRANT I W Z N Q f t VALVE ��v 10 Q 3e' 10 �'� ALTERNATE BID WASTE SECTION OR DETAIL ►� 0 ai I Y DESIGNATION SYMBOL ® INLET AND APRON OI<I i I W A 9 MONUMENT BOX I I o Z Z Q DISPOSAL SITE 3 SHEET NUMBER WHERE —G— GAS MAIN I w> W N SECTION OR DETAIL 3 0� Q LLJ W 0 IS SHOWN --E-- UNDERGROUND ELECTRIC <La ^Z I --T-- UNDERGROUND TELEPHONE Q - .. . SCHEDULE OF DRAWINGS Z aWo k C� FAS 538 a --CTV-- UNDERGROUND CABLE T.V. v I I I W�ZF 'gyp(I I DiIn.ry.. - —E— OVERHEAD ELECTRIC I Q V `q, s A id END°FAS \ 86 ;. SHEET NUMBER DESCR�P110N W O 3 \ I \ 1 LOCATION MAP, SCHEDULE OF DRAWINGS, ABBREVIATIONS, LEGEND, NOTES GUY WIRE & ANCHOR i I E' 6N-i \ \ \ 2 TYPICAL STREET SECTION, MISCELLANEOUS DETAILS UTILITY POLE I %a \ ` �I�I t NnsD 3 PLAN & PROFILE STA. 0+00 TO 13+75 a .® DECIDUOUS TREE U U 1N3.039 190-9(11) 9p 4 PLAN & PROFILE STA. 13+75 TO 27+23.61 z w w w r — — - — 5 CONIFEROUS TREE o of pI e „np 5 INTERSECTIONS GRADING PLAN 5 1 � ,w O HEDGE OR BUSH 6 CROSS SECTIONS STA. 0+00 TO 6+45.06 bi 7 CROSS SECTIONS STA. 6+78.56 TO 12+00 WOOD FENCE CROSS SECTIONS STA. 12+41.78 TO 16+08.65 m SEWER CLEANOUT a a a 10 r I L �R ��02 okeh 9 CROSS SECTIONS STA. 17+00 TO 21+98.78 ® BUILDING ¢IoIoI 10 CROSS SECTIONS STA. 22+00 TO 27+23.61 0 BARRIER POST ` 11 WATER MAIN ADJUSTMENTS STA. 0+00 TO 13+75 PROPERTY PIN I rrr € 1 12 WATER MAIN ADJUSTMENTS STA, 15+70 TO 18+75—STA. 20+30 TO 23+95 ID TELEPHONE RISER mmm ff € - € an i 13 WATER MAIN ADJUSTMENTS, INSULATION DETAIL ® CABLE TV RISER 14 PLAN & PROFILE STORM DRAIN ADJUSTMENTS o ELECTRICAL BOX € �. �B m 15 PAVEMENT MARKINGS, SIGNING EDGE OF ASPHALT13' Z `� d w ffi - n FM 50 mE R 90 191 16 UTILITY PLAN —EEI — — EDGE OF GRAVEL O ,s 4 € € € € so l.k90- 17 DETOUR ROAD PROFILE 95u.rs SPOT ELEVATIONS E-I g Ug61N UMIS k UYDS / " -3578- CONTOUR (n I n ,r.� ABBREVIATIONS PROPERTY BOUNDARY QLLJ �� \ E--� O r v ` ..o , LATIN 0 CLR CLEAR Z z + - € = • y e I �I kND CONC. CONCRETE GENERAL NOTES Q o 0 _€ T e •. d °` n .■ L - - J EL ELEVATION — W Z µ'.a 90 EXIST. EXISTING 1. THE CONTRACIOR NOTIFIED ALL UTILITY COMPANIES LL1 J W o I IN WRITING AND WAS RESPONSIBLE FOR SECURING THE N � 0 L.F. LINEAL FEET EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O —1 EA. EACH BEGINNING EXCAVATION. m Ld L J 2. ALL POWER, TELEPHONE, AND OTHER UTILITY POLES OR € } a I S.F. SQUARE FEET GUYS WHICH INTERFERE WITH THE CONSTRUCTION WAS 4 0 n, I S.Y. SQUARE YARDS REMOVED OR RELOCATED BY OTHERS. p O cn O 18 tT PROJECT 3. THE CONTRACTOR EXCAVATED ALL WATER LINES t3 �' O.C. ON CENTER 5 ^ (— -' �� PRIOR TO BEGINNING TRENCH EXCAVATION TO INSURE n r ~r d TYP. TYPICAL CROSSING CLEARANCE. THE CONTRACTOR NOTIFIED Q THE BOZEMAN PUBLIC WORKS DEPARTMENT PRIOR TO C) Q 3 € t [I I ,"► s N DET. DETAIL EXCAVATION. LLJ I e F.L. FLOW LINE 4. EXISTING FITTINGS ARE SHOWN AND BASED ON DATA Q z m' Q�ch y t FURNISHED BY THE OWNER. THE CONTRACTOR WAS Z m n T.C. TOP OF CURB RESPONSIBLE FOR EXCAVATING FITTINGS AND O m CONFIRMING REQUIREMENTS PRIOR TO ORDERING NEW °I.. TOP OF WALL FITTINGS. ~T.W. Q � f — — x i o w BENCHMARKS x BOZEMAN, MONTANA SCALE IN FEET SPRUCE (FIRE HYDRANT SOUTH SIDE OF NORTH CRES (WEST NUT) = 0.77 1D00 O 1ODO 2000 FIRE HYDRANT NORTH SIDE OF NORTH SPRUCE (WEST NUT) = 5005.05.09 SHEET N0. LOCATION MAP FIRE HYDRANT SOUTH SIDE OF NQRTH SPRUCE (WEST NUT) = 4986.19 17 FIRE HYDRANT NORTH SIDE OF SOUTH SPRUCE (WEST NUT) = 5004.03 B9404R1.DWG SHEETS _ 45.0' aS.o' �" ... r = s. a **NOTE: SLOPE VARIES THRU INTERSECTIONS j 3 SEE PLAN SHEET NO. 5 AND CROSS-SECTIONS o PLAN SHEETS N0. 6 THRU 10 3 5.0' 32.0' 010 U zo, (FUTURE STREET WIDENING PROJECT) cUr�gr�., T 2' I 24' a' BIKE z' 4' �s' 6' I v�I+� Z ZOO VARIES PATH 1' 1 d LI lJ O D DRAWING �I mj U� �N FNISHED GRADE ROFILE •O �.•9Z / _ _ *.02 FT/FT .G • UNLESS NOTED ON z Z Q 3 3------- _________ CCU CROSS SECTIONS Q m m -- ----------- ,,,,,,,, ,,,,,,,,,,,,, VARIES *CgrCH3:�)� �I ----------- --------------- ......................... r O EXISTING CURB h GUTTER (DEPTH VARIES) �(, a. EXISTING MID-BLOCK 3" PLANT MIX BIT. SURF POWER POLE 5" PLANT MIX BIT. BASE COURSE SEE DETAIL q �IQ o�O Y 10' - 2" MINUS C.B.C. 1 e OI�I (7 Z TYPICALSECTION NO. 1 RETAINING WALL21SEE 0DETAIL TO 3THIS SHEET I j z AND PLAN SHEETS 4 AND 5. SEE CROSS I w w 0_w (STA. 0+65 TO STA. 25+65.74) SECTIONS PLAN SHEETS NO. 9 k 10 g o w Q w 0 <Fo LJro 45.0' ooQ IZ J Z awp w wZF NOTE: STATION 25+65.74 TO 26+61.61 TRANSITION I Q HQQ'yN FROM NEW STREET SECTION TO EXISTING STREET SECTION .01 FROM 32' TO 28' I i ov)J w; � I I CurO CIO I UUU CgTC'7 l0 F tj 2' FROM 28' TO 24' 2' VARIES g� VARIES N w w w N cWi VA IES� FINISHED GRADE PROFILE 1 N of I (a RETAINING I *4` 02 FT/FT >�t I WALL 0 I � -1 1 2" GALVANIZED SCH. ............ :::::: ::::: CC/./ 3:7 r� 40 �OST EXISTING CURB & GUTTER (DEPTH VARI ) al I 9 GAUGE 6,_� E R DE ES Q Q Q 4-1/2"0 ADHESIVE FABRIC p ANCHOR BOLTS 3" PLANT MIX BIT. SURF I 5" PLANT MIX BIT. BASE COURSE UI I I 6x6x1/4" PLATE " 2" MINUS C.B.C. NI I I TYPICAL SECTION NO. 2 mmm (STA. 25+65.74 TO STA. 27+23.61) 4 ' d 4' HIGH SAFETY a FENCE POST FENCE (CHAIN LINK) Z ANCHOR DETAIL 5 o NO SCALE U SEE DETAIL 0 2 EXISTING GROUND__ SCOPE _y Z g EI Q (n TOP OF WALL ELEVATION SEE CROSS-SECTIONS l,� O O z Q RETAINING WALL III—III—II COMPACTED Q w II—III III—ly 2'-D" 4'-D" 6' w C I I w O 12" I I I I I I 111 �° BAGKFILL W c� o o o Nn (. ( /) (FEET) (FEET) (INCHES) NSC O 12" MIN.1 1 2._I I I Q 0 6'- 4'-8 1 J :I iI I r�l o 4'- 2'-6 , 2'- 1'-6 I I� PROX. EXC. LIMB w 1:1 FOR TYPE B SOILS) w w y > 0 CC z WHITE STOP WHITE- Q LINE --i O.C. E.W. % '`,�' ' I FINISHED NOTE: SEE PLAN W Q (n GRADE SHEET 3 U h I ` toZ EDGE OF ASPHALT CURB & GUTTER IJ-I 2" ASPHALT 4" CRUSHED CROSS WALK RETAINING WALL DETAIL GRAVEL BASE PAVEMENT MARKING DETAIL 3 NO SCALE 2 ASPHALT SWALE DETAILS NO SCALE 2 FROM KAGY BLVD. TO LOMAS DRIVE (LEFT) 17 SHEET NO. NO SCALE B9404R2.DWG SHEETS NOTES: TELEPHONE RISER BOX do PEDESTAL IS �°°0 RELOCATED BY OWNER. 0 0 1J � _ 0 0 }iLo }� O2 POWER POLES ARE RELOCATED BY THE OWNER. (MPC). 0 50' 100' 150' 1 31 p S Nqq > WW a a GAS LINE OR SERVICES WERE ADJUSTED OR RELOCATED w W�+0 fti10 Y g Wza Cza �� I`I � © BY THE OWNER. (MPC) Ned mSa I I I I S C A L E I � ` ac 0 V TTT z S • V `° z pz 3Z Fz m 3 viz uipz tew z 0 n ,�z noz t�' •` .0 m W H ocxi 0w rc �° nmrc r, fe MISCELLANEOUS CONSTRUCTION NOTES: w 0 + cr Z v�i rc vim ~ W m.Z v c+`i n E c+i-E 1. REMOVED AND RESET\RELOCATE EXISTING STREET Dd O n m QZ nix O:w VdN� ar^ �z W 0 0- '-om �n� SIGNS. �n� p0 pDm V Z 0 (j +o m n m a N N w Z o m W 0, m p m 2. ADJUSTED WATER VALVE BOXES TO GRADE Z z ~p TM ~c�i m Z Q FC �� � N RFCORD DRAWING OD nz�� � N� �� �! N =� � ��, x r 3. ADJUSTED MANHOLES TO GRADE. ry o o Z W Z W 1 W m m W J {y n w n w m to War n a a W(wQ�(Qw� v z a N w �R �,;(;j 4. ALL CURB RETURNS HAVE A RADIUS OF p a z +LLl z + + ,� 0j O�j m0 N=ZZ 8a N�(9 �r+j'� M+lJ7 15' BACK OF CURB. 7d' Ci N - }. NwJ� NJq O zz Q J J f' f-•• dp S F.••ZQ V) p } __ ___ Npd m 0 o x o yay yaay' d d ra d w 5. NEW ELECTRICAL CONDUIT HAS A MIN. w w m g N d p o o d n 0 o x tm`tM mZW 7W =Z I 8W 0P aN mZ0 �ii�?Vo V)��0 COVER OF 30' n�N N a� E � 'a �i`Ov41 �ZN F- W NGVI mt/I co ZOO N 7KiLJ \VLGV/rIVD i o0o ABAND , a mmQ OrZWii (Z9 W O Z a T a TG G GG G G + zn O SD SD1 GRADE PROFLE `� SEE TYPI uj 00 4+00 x- 4-0 -- -WD ONED 00.% , rn G G G Z D (JN ■i WG i■■ii■■■■ W Q E WzmnI LA 01 Ewa -Z I l �o Z Lwp to Qi � I Y— i z rc 'd wo m a ��= c o n z tgo3 Z s np � N"ti n It � +�'w 0'aw ��F1oZZ 0{CSJ ZO i m N mpN o sZ oc�i n Mz NME nc�z :2 E, O�AJ F-{�y�jW 1n�C p'aK �ME ��I� NKE wK (�\f M�{� 012 z 0Z Z INa +41� m� Iro °io: +N Dw �0w � �E m�� zcoi� �i,itm n X a�a M tom TP O pm 001' O O it— z m w z ar ac p p p m n �,-. N 0 O >03 '�mE ms� 0 o80m opm w z oFt�m m qZ0 + cam o + �tnzaw +gym Fp(a�(�7�n + H c�� rc + o�XO m ��� ''I + oXcOi az N N N n yNVVitVA O pNWa AUK M Na<� M n U nXU�` t0 NWN U 01 tWN. m-W�'� , N_J3 O W cc W W QI �7rc'raN a o o~�U � z<^ Q +LL: +u:oj IQ Y'+13N T;o Q m_j dOzo � I � N�o dmZo cn 5 V1I m�� 0 m w 0 � 58�n z V7 n,J n._]J IN dm�w �W � N doZo �nnctn U I V) _j �iimctn � +�� w oJ� ojj px—x aFa mc�w CD Fnzo d°^°z0 �nnctn dtnzo 0 �xm d Uw d UW 3fW U J I^MVtn InhGN J NNvN NGN J �mVtA c� d�,p� �g�� �C44 ����� d � 0 � c� 9 � aaa Q In�Sm�z NOTE: STA. 0+00 TO 13+75 RIGHT INSTALLED GRASS SEED FROM BACK OF CURB TO PVI STA = 5+10 EAST RIGHT OF WAY OF HIGHLAND BLVD. PVI ELEV = 5004.00 }r>_ - 5020 m m m 5020 K = 407.57 FINISH D GRADE AT FRONT I I 10).001 VC I I ISTIN GR UND (SEE ICAL SEC FACE F NEW CUR LEFT) TI N 1 947 I T N CUR LINE (LE _ ---- ----- __ P I ETA = 3+1 SEE TTrI SECTION) 7 - --' - 00 - \ PVI STA - 1 75 I K 110.577 0 1 - 1 I 1 I I I >-— - - - -- -- — -—-- -- - —-- - —- 5010 PVI LEV = 49 3.67 1 vc - --- ----_ N --- L:i 5010 o D.A. = 2011). 0 _ m EXISIING GROUND �Ny AT N CURB U E (RIGHT) W In 100.00' VC I I M � U �� I (SEE TYPICAL SE ON) 1 I I %0 I I I E > 350.00' co n m T 00• r 0 0 z + j V) . N t° m W Z J + rn PV STA 8+00 HIGH POINT TA = 11 I Q PV STI +50 PVI ELEV 5014.75 LO 6 V 9.00 W 5000 y 5000 K 08.60 NL_WLJ {— aj 1 m K 3.0 I I Q m CT) I) O I q h 1 1 1 1 I I I a O 00 4990 - - N >W 4990 rD Z + O t�0 12" W R m O U O + + I I I I 1 1 I I I I I C- O O 04 h.µ} N Q fn LEFT El GE OF PAVE AENT n n r H 0 J v J (SEE n PICAL SECTI N) WW + EXISTIN GROUND ATION ALI NG dl IM d dl I d I dl I dl dl I cV dl Qj CJ 0 LEFT E GE OF PAVEMENT - ,� ,� ^ rmi ^ 4980 r4 ID n n + NI IJ 1OI I m �I x U U U U ^ U t3 /'► U U �j U DATUM ELEV d d d YXJ d d `Y d � n 4875.00 ^0MM a0<t dtp Os} Mnt tdo' m�r K) n In 00 to m 0 m 0 , u t N 0 o on N M 0 ^ N q•- 0 Ol 9 01 O t � c cq M cqn O t � O d 0 M N � N N N 0 O On ^ rn 0 0E1 0W O t04 n ^I 0 OI Ot6 t t I` 6 24 f a0 o �oLOo o o o SHEET N0. Ln0) a 0)°' 0) 0) m 0' 0) 0 0) 0 0 o 0 , ao 0o 0o o 0; o � o 0o o 0 0 0 0 o 0z o V u) 17 I 7 IA 1n , I , 1i V / u/ u, � 17,ntf In !0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 3 89404R3.DW SHEETS NOTTSELEPHONE RISER BOX at PEDESTAL IS 0 50' 100' 150'liiiiiiir x Ql 0 RELOCATED BY OWNER. �p1 Oaao Q2 POWER POLES ARE RELOCATED BY THE OWNER. (MPC). SCALE MISCELLANEOUS CONSTRUCTION NOTES: 'of cuMMNGs RECORD DRAWING �� p�+ _,. ND=3„1ESf�+ W �- p z p ~ to w © GAS LINE OR SERVICES ARE ADJUSTED OR RELOCATED p 5 O p 1. REMOVED AND RESET�RELOCATED EXISTING STREET O N �d N - �� BY THE OWNER. (MPC) e� SIGNS. , ,,8f1 ,�p�,-` no < +O +'s LFoIJ o 0 2. ADJUSTED WATER VALVE BOXES TO GRADE '' Q •.V�`,.•"• +m +U O N m N Z N 0 p N m E N U 3. ADJUSTED MANHOLES TO GRADE. n",• 01w� °iOwz - o�� ��� �_ JwN o�� o0K 4. ALL CURB RETURNS HAVE A RADIUS OF rU QZO t... p p K �S�a C� INSTALLED 2' WIDE CONCRETE HEADER m z � to O I ,e-� � Q o0s Z� Z 60;� �� F ow -_ NUS NEO ZM 15' BACK OF CURB. v� ^�U} �y _' 1 e OZO� OxO�csi� rrN m NU� ��NU� 5. ECOVERLECTRICAL CONDUIT HAVE A MIN. V` Z 0 MIipG1 ^- / O } } O+i V.p rn+l�ailp 33yWI.'�p +gip +lip -tZ (/1 N2p yJyZp (� a y �I O y .gyp VVwll ..13w A 2MA NJJW NJ_J ttnn 0Z mn �3cEi 'rzuw a 1 'w' r°4naX� I � a'tin �i=-�np' Qmoo x+Fa- n� H04-AM BIN AS —a CIF -- ( - -- -__ -- ---- --- V + E - o r,�M�('/)w M+ip G T G G T -G G -G- —G-- - n-G - -� -G G CG G @' G + N wZN 14 0', 15 00 ----- -- -16+OC eee_ee_eee 1 0_-- --------18 00------_--L�4 - 19 0 s -"Az 20_ (_OOE TYPICAL SE21 N_00' I- 22 00 e 23- 00 24 00 2 00 Q- . U z / SD SD1 ` p d eee Eve +q� `. \ _ _ _ _- �� 4 W1Z' W V' Z----- - Uo. aGaa aeacacaawaG �caaeaaaaaaaaaaaaaa c-. ---caccacca Gaaaaaaaa G y T -#--C'• \ �DFi/1 1 a ZE-N OOeSFe-a-e- i W> W� W I o ABAND E _ _ �^ F-w — _- _ _ - aaaaaaaaar v-ac_______________ _� �c��- - --ccccccc��` ¢ gswaaaaaa accccccaccccaaaaa ■ aaq G aaawa iaa c aaaycaaaaaaaaaaaaaa aaic-cc CZ'�K H W O f--� _ --- T -- - E - /--'- - - L -/ - D aoa - I S O_ m -- --- -- - I� -- w a �� l•\ ' F �' p y • 0 f u 150' TRANSITIONp O a v) �{ o FROM NEW SECTION 7 Z ¢ £ TO EXISTING SECTION Z<WO p p rc p I �u wo I Z WQQIj 'd N 'd 7d' S 7d m p7d' m O ((((7,,,,��6�� z of p m 60 O O W O nK ill�K 1 OZ OyZIT �ryy �fjy �Z I Na NZ N �I nU1' nyZ U'yJ y� ^m 1D + W + C 10.y Z �O Z a bo } to -i y bo Nt-J N U'Z U O 6VIn + � + C y + .rl +�' N Z y IiI U w m it ati n Y M +x_xyy + FFz ��� �U� 1� 2W 0: 7lC 7 M NC� Nm� +� II NK ooK� v+mm� CN NWW Nm tDN� Um m to O> OU ZZ In Opof OQ'W N O�a1 P NT� Q pw OCK „jXX U m m O O 1--O F p F-L-iJ U m J w (V F u:p 0 7 HO y y 7M 0 m Um O NI �.-Ny DU JJy Um + UUU �0 o x� rI t a rc a rc ~w� N m UeN�p m + n U ,.� rc ^ez In N W }Z,-), ^ N yZU yWUn� N� O) - n_U h3U OZ10 ^O z0 ujZU m K .d. Na)Z_p NYO N �j Z W W W g + W `- I� ((�n WW I� NI O �-- y x �W"` y Gl �W"` O J J w (� N�_,="a N h N N Z U 2 �L� 1^I4p + W + W + OW W OZ W O}.00 W +Ua + W y�UW NN Q NZ41� dfp JO 3 v>�p v>-JpN a� +LI:�a + �le I F LLp m R a Z J WUW [L a 'JJ ^JJ a �.JpG °'_j "TWO N..lp N_�� +lip Q NS W NLL:JpGI N 47 5 fin!? �ao-W S cn d0Zo d0Zo d�i d - d �w d,f� IN do do�ozo aJ� N do�70� dmzo w� CQL J �nnc�n �nncN �nZ Z ti°Nvn �iN�N �voiy Q rn� �nNcrn da�oH In �C Nvy tWaJ 1Wa1 lWa1 Q (j 11. U N Inn N U F 1--F-• O W NOTE: STA 13+75 To 26+61.61 RIGHT INSTALLED Q J Q Q Q U GRASS SEED FROM BACK OF CURB V, 9 d TO EAST RIGHT OF WAY OF HIGHLAND BLVD. Q U I z z N N r 502 a to P STA 15 5 LOW LVVV P01 S A = +84.0 HIGH P01 ELEV 5001.65 5020 M M M HIGH P01 TA = 1+06.74 i,i PVII LEV 1 50 fi1.50 PVI STA 1= 184475 1 IPVI ST = 211 75 I I I N D. 0.8 PVI LEV = 49 .50 VIE 50)5.00 \\ N I I I 2o0.60•VC I I I I ?VCI I I I O "0 501 � S •• �^ U> EXISTING OUND ^ u� Lo ,Oo 5010 all AT NEW CU LINE (LE + o n r-q (SEE TYPI SECTIO7 N) n o I I I +o I I I I PVI STA 124+50 �I L0 ^O PVI 4991.00 E•'I � - 120. 'VC yt�to -� +0, f-I w c- �� - z c� I I EX I � I I WQ LL 5000AT CURB LE R 5000GHT) OJ (D 0O O N N a) 'o 0 Q m a p N FINISH D GRADE AlFRONT 21 II II 1-�-•I (SEE ICAL SE ON ^S09 0Ln U F z r�� ¢ � 499 \` _ a (L 4990 z 0 tn N 2 N vO1i• QO ay0 p h N ai W O Fl SLEgHED G 11 ELEVATI EDGE ON ONG � Z I j 4�1 I�I 1 Q1t.�l I "I' S IE FS CiION N n EXIST. GROUND ELAVATION ALO I"' + + + + � pF + Q + LEFT DGE OF A ENT !n m m m N r� �jj a (SEE TYPICAL s ON) �I I� 'I ^I I 1 �I NII N II IN + U U U ci U U I U U J U ^ W A g� U a a a a U a 0. Lj a N 4675.00 0 O 1n LLIA In O N Do O N On O N N O ID to N w , O co Lc) ON n N M W? ^ O oqN O co O O 7 0Dt to NOa Mn n 07 OD 0t O � Cy) to 00 � N O T I 0 tlto 0O00 0 Oi ! OO O O; G GO 0 IOCtt0N 0 CON d O U ri 0 00 O Oi O O Ln 00 o � ch in cb oO � � oo00to u o No on oo o 0 SHEET N0. Lo Li ' 1 1 17 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 4 89404R4.DWG SHEETS RECORD DRAWING1 NnN�� aRa°` p 99e.2 LOMAS DRIVE *Nf", .C.9 99.1 M.E. M.E. (.4ME,� I '', 'I' �"��.•. TRANSITION Z NOTEI SEE PUN ITCH N0,3 _ 't U Q O FOR DRMNAGED DITCH AND ASPHALT-� WALKWAY ..9 YY 1 � .C. 16.6 .C. 16.9 .C.996. 93 m o43 p QQ -�0� ,C. 47 .C.4991.58 � ' N 996.2 T .C.S 0.29 Z Z fti Z 3 F.ue9s.e6 I I�II s II o F.L 9 7. .L5 0.20__ d+ `- F.L�9.- - ,4 ,{ •L5016.08 F.L5007,23 � F.L5004,94 .C.4993.41 $� F.L4990.32 HIGHLAND BOULEVARD ¢�I J .C.4996.28 99.29 .C.5 0.62 11 C. 1 .C.016.0 .C.S .65 ,C. 8 ^1 I C) N W ` - F.L4993. .C.49 94 a -------------- -- -- -_ - 04 oal BUY I FF--�� I M.E. N.E. N.E. M.E. N.E. M.E. M.E. •E C. 16.0 M.E. M.E. N.E. 1 0 f-1 0 Q �Ld ? w 0� W w o La a. ul Ill Q N CHERRY DRIVE SO. SPRUCE DRIVE NO. SPRUCE DRIVE NO. CEDARVIEW DRIVE HOLLY DRIVE ' W LLZ C.L. STA: 3+15.38 C.L. STA: 6+45.06 C.L. STA: 9+45.07 C.L. STA: 15+75.15 C.L. STA: 24+25.23 O FY SEE CROSS-SECTION SEE CROSS-SECTION SEE CROSS-SECTION SEE CROSS-SECTION SEE CROSS-SECTION IT4 8a FE- 0 In Z zwww o_ o cc I it aQa OI I 3�, bl 9I SCALE c1 zQ r ------------Q M.E. M.E. W y�j M.E. M.E. M.E. Z F-I V 1� O I INSTALLED 2'WIDE CONCRETE HEADER I` I � zQ T/-� V Z 9B .L R O z LJ < z HIGHLAND BOULEVARD 124 w Q .C. 1.34 ,C. .21 .C. 1 .21 .C.S 16.31 .C.999.J 99'2 1 9 .L 4 F.L4999.71 .C.99.61 9 6. ^ I V .L ,7.�-- !A 1 1 ^1 .4 Q 21 22 _-- T.C.4999.50 23+ F.L4998,11 99. 1--I Ommmv ��r� �J ry� lJ cn F.L 6. R I F.L499.2 ^'� � � ^� Y9 2 .L 1. F.L. .4+ F. 0.28 F.L4999. .L4997,47 F.L4995.4C > LOL Z .67 ,C.499. 4 I .C.999.14 .C. C 1. 1 ,C. .70 .C.999. .C.499.97 .C.4995.90 O _ TRANSITONII rRAN5RI0N b _ _ Y.F.49 7 Ll M.E. M.E. M.E. 11 'F' 1 0 .F.5000.07 .F.4998.92 T.F.4997.72 ,W.499.J M Ld 6' A 4.7 .W. 4.1 4.2 ^ D- 50 LF.CONCRETE 170 LF. CONCRETE RETAINING WAIL HLli M.E. E. M.E RETAINING WALL SEE DETAIL G SEE DUAL 2 SO. CEDARVIEW DRIVE s M.E M.E LEGEND C.L. STA: 12+75.28 �a .� M.E. MArcH ExlmNc SEE CROSS-SECTION SO. PINECREST DRIVE G x .L .2 FLOW LINE C.L. STA: 19+05.34 .C. .7 TOP OF CURB SEE CROSS-SECTION NO. PINECREST DRIVE W.5004., TOP OF RETAINING WALL C.L. STA: 21+65.28 SEE CROSS-SECTION F. 1 TOP OF FOOTING SHEET NO. ZOOZ SLOPE 17 5 DH DRILL HOLE B9404R5.DWG SHEETS 3+ 15.3 8 _'.�,� y __ 5000.00 5000.00 ;NC 3�Nf ' 4998.00 4998.00 6+45.0 6 ' 27 4996.00 �I 4.1 4996.00 5016.00 5016.00 I 4994.00 4994.00 5014.00 5014.00 �jo� U QO, rn II Z ��Q 4992.00 4992.00 5012.00 v 5012.00 �� 1 ZZO 1m I MW22 -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -6 80.00 100.00 5010.00 5010.00 i o p z Z 3 3+0 0 5008.00 L5008.00 Z x� Qom rn_j 4998.00 5006.00 5006.00 I�1 1 Q�� 4998.00 # j 1 l V1 a g,19 5004.00 5004.00 1 1 I Z N 4996.00 499600 �' 1 j O 7 . �t 5002.00 WA 5002.00 0�I j U Y 4994.00 4994.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 80.00 100.00 1 (9 z 4992.00 .3 `6 4992.00 6+ 1 1 .56 o l d z 7 V Z> W N 4990.00 4990.00 5014.00 5014.00 5 0 w f�LLI W m -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 80.00 100.00 W N a 5012.00 5012.00 0 0 a Z N 2+81 .88 v' _j Z 5010.00 09.97 5010.00 I I I Z�W O 5000.00 5000.00 c� 1 O W FYI 4998.00 5008.00 5008.00 I �,°0 4998.00 I O- 5006.00 5006.00 1 �Nw 4996.00 4996.00 �, I �I 5004.00 4994.00 04.00 50 4994.00 UI UI UI 4992.00 5002.00 5002.00 cn UJ La 4992.00 z c o o - 5000.00 5000.00 0 j I 4990.00 4990.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 80.00 wOf u�i1 2+00 6+00 (rot 4998.00 4998.00 5012.00 5012.00 00o I 4996.00 4996.00 5010.00 5010.00 4994.00 4994.00 5008.00 5008.00 m m m 4992.00GRAVE DETOUR 4992.00 TYPL 20' W oERD� 5006.00 5006.00 4990.00 4 4990.00 5004.00 5004.00 4988.00 4988.00 5002.00 5002.00 Z -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 1 +0 0 5000.00 ,r, 5000.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 U 4996.00 4996.00 r� NOTE - 5+0 0 /y EXISTING GAS LINE IN WEST RIGHT-OF-WAY+MlrN9'F 4994.00 4994.00 IJ- 93.0 � OK#b-INSTALLED (FROM STA. 0+90 TO 2+95, STA. 9+85 TO 25+56), BY CONSTRUCTION OF THIS 5006.00 514 5006.00 E- Q0 4992.00 4992.00 PROJECT. EXISTING GAS LINE IN EAST RIGHT-OF-WAY (FROM STA. 0+90 TO 25+56) WILD-SE ABANDONED IN PLACE. 5004.00 5004.00 Z 0 4990.00 4990.00 Aal. O z 5002.00 �I 5002.00 Q UL 4988.00 v I 4988.00 CU Z -60.00 -40.00 -20.00 0 0 20.00 40.00 60.00 80.00 5000.00 v; 5000.00 W O + 0+6 5 4998.00 4998.00 O -40.00 -20.00 0. 0 20.00 40.00 60.00 Q m LLJ U 4996.00 4996.00 cn 4994.00 4994.00 RECORD DRAWING 4+00 w o cn o 4992.00 �, 4992.00 5002.00 5002.00 a O + 4990.00 4990.00 5000.00 ° 5000.00 a,- O U U 4988.00 4988.00 4998.00 �' 4998.00 (� Q -60.00 -40.00 -20.00 0: 0 20.00 40.00 60.00 80.00 V) 4996.00 4996.00 V) 0+0 0 4994.00 Ln 4994.00 Z 4996.00 4996.00 0 0- - 20.00 40.00 60.00 Q! 4994.00 4994.00 3+48.8 8 x 4992.00 " 4992.00 5000.00 5000.00 I�I 4990.00 4990.00 4998.0097.654998.00 w 4988.00 < 4988.00 4996.00 4996.00 4986.00 N' `� 4986.00 4994.00 s 4994.00 �� SHEET N0. 4$1 4984.00 4992.00 4984.00 4992.00 -100.00 -80.00 -60.00 -40.00 -2 . 0 0.00 20.00 40.00 60.00 80.00 100.00 120.00 -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0. O 20.00 40.00 60.00 69404R6.DWG SHEETS v '* JAM S A. }.#-= CU GS ` GRAVEL DETOUR ROAD TYP. - 20' WIDE I II 11• QZ0 10+00 ��; i z Q°Q 9+0 0 5024.00 5024.00 � I Z2 �Im I F mN- 5026.00 5026.00 5022.00 5022.00 l o z Z Z 3 z Q 5024.00 5024.00 5020.00 1°'98 5020.00 Qom 5022.00 5022.00 5018.00 5018.00 �l I c� a 5020.00 5020.00 5016.00 5016.00 1 I O j �IQ 1 BUY 5018.00 5018.00 5014.00 5014.00 0- 1 ZO Z 5016.00 5016.00 5012.00 ; 5012.00 NOTE u7 ul EXISTING GAS LINE IN WEST RIGHT-OF-WAY 1iA$`148''f- I w> W w N 5014.00 5014.00 5010.00 5010.00 BEEN INSTALLED (FROM STA. 0+90 TO 2+95, STA. 9+85 �u w Q w O -60.00 -40.00 -20.00 20.00 40.00 60.00 TO 25+56), OWT�BE BY CONSTRUCTION OF THIS ¢N a w m 5012.00 5012.00 0.00 PROJECT. EXISTING GAS LINE IN EAST RIGHT-OF-WAY W w a Z I \ 9+7 8.5 7 (FROM STA. 0+90 TO 25+56) ",.R: ABANDONED IN PLACE. Q (/�0 J a 5010.00 5010.00 Z aw0 I w�Z�- 5005 00 m 0 5008.00 5024.00 5024.00 I I O 6o3 Ilx -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 5022.00 5022.00 LA I E-� �NJ 8+0 0 5020.00 so2o.o0 I I ril5018.00 5018.00 RECORD DRAWING 0 0T 5022.00 5022.00 N w w V) ■i 5016.00 5016.00 o 5020.00 5020.00 5014.00 5014.00 wN� 1III 1I 5018.00 5018.00 5012.00 5012.00 5016.00 5016.00 5010.00 5010.00 coo 5014.00 5014.00 -60.00 0.00 II O isolz.00 solz.00 9+45.07 Jr 5010.00 5010.00 5028.00 1 1 1 111, 5028.00 m m m 5008.00 ,o' 5008.00 5026.00 5026.00 -60.00 -40.00 -20.00 20.00 40.00 60.00 5024.00 5024.00 7+0 8 o 5022.00 5022.00 O 5020.00 °'" 5020.00 5020.00 5020.00 5018.00 5018.00 1 2+0 0 5018.00 5018.00 5016.00 5016.00 5022.00 5022.00 5016.00 5016.00 z0 m (� 5014.00 5014.00 5020.00 5020.00 (� O 5014.00 5014.00 Z + 5012.00 5012.00 5018.00 5018.00 5012.00 5012.00 z (n N 5010.00 ` 5010.00 5016.00 5016.00 U Q z 5010.00 5010.00 �, W O 5008.00 5008.00 5014.00 5014.00 W 5008.00 5008.00IN 5006.00 5006.00 5012.00 5012.00 0 U 5006.00 5006.00LO Q m W LO 5004.00 5004.00 5010.00 5010.00 5004.00 m f 5004.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 N N V) In -60.00 -40.00 -20.00 20.00 40.00 60.00 80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 6+78.56 9+ 1 1 .57 1 1 +00 w a r- 5026.00 5026.00 1,4 co �_ � 5020.00 5020.00 5024.00 5024.00 5024.00 5024.00 0 U U 5018.00 5018.00 5022.00 5022.00 5022.00 5022.00 Q 5016.00 5016.00 5020.00 5020.00 5020.00 0.09 5020.00 Q () 5014.00 5014.00 5018.00 5018.00 5018.00 5018.00 z 5012.00 5012.00 5016.00 00 5016.00 5016.00 F1 I L 5015.00 5010.00 5010.00 5014.00 5014.00 5014.00 5014.00 5008.00 5008.00 5012.00 5012.00 5012.00 5012.00on M 5006.00 a 5006.00 5010.00 5010.00 5010.00 5010.00 5004.00 LO � 5004.00 5008.00 5008:00 5008.00 5008.00 -60.00 -40.00 -20.00 20.00 40.00 60.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 SHEET NO. 0.00 17 7 89404R7.DWG SHEETS T 14+00 16+08.65 C INS NOTE - N 3 EXISTING GAS LINE IN WEST RIGHT-OF-WAY HAS N&F 5014.00 5014.00 ` 5016.00 '6� 5016.00 -BE9f INSTALLED (FROM STA. 0+90 TO 2+95, STA. 9+65 TO 25+56).•9YL-W4Ll Ov BY CONSTRUCTION OF THIS 5012.00 5012.00 t ti ••••• PROJECT. EXISTING GAS LINE IN EAST RIGHT-OF-WAY 5014.00 5014.00 (FROM STA. 0+90 TO 25+56)""�B ABANDONED IN PLACE. 5010.00 5010.00 II 5012.00 5012.00 �l of i Z <f 5008.00 5008.00 Zoo LL 5010.00 5010.00 n rn 09- _ _ 5006.00 5006.00 oq , t/]V)fI 5008.00 �' 5008.00 v o Z Z R E C O R D D R A W I N 5004.00 5004.00 Z z Q -60.00 -40.00 -20.00 0, 0 20.00 40.00 60.00 m J 5002.00 5002.00 010� O . 5000.00to) 5000.00 x In a Z VI -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 y O- 1 3+0 8.7 8 GRAVEL UElOUR ROAD 0' 1 w U TYP. - 20' WIDE 1 6+0 0 1 Z o Z 5022.00 5022.00 I w [t� N W 5012.00 5012.00 W m 5020.00 5020.00 v)a Q 0 5018.00 5018.00 5010.00 5010.00 0 o a 51 Z 5016.00 5016.00 5008.00 e'21 5008,00 W LLZO 5014.00 �, 5014.00 5006.00 5006.00 yaw 5012.00 5012.00 5004.00 5004.00 1 E Orn� i5010.00 5010.00 5002.00 5002.00Lo Ln 119 m x �I 5000.00 5000.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 20.00 40.00 60.00 80.00 100.00 z w w w 0.00 4998.00 NI ul 4998.00 0000 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 13+00 15+75. 15cr 5022.00 5022.00 5014.00 5014.00 9 Q¢ O 5020.00 5020.00 5012.00 5012.00 I 5018.00 11.82 5018.00 5010.00 5010.00 ml ml ml 5016.00 5016.00 5008.00 5008.00 5014.00 5014.00 5006.00 �'� 5006.00 al 5012.00 ; 5012.00 5004.00 a 5004.00 Z 5010.00 - 5010.00 5002.00 5002.00 -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 20.00 40.00 60.00 80.00 100.00 5000.00 5000.00 U 0.00 4998.00 4998.00 12+7 5.2 8 10 �-40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 5022.00 (11 5022.00 -60.00 15+41 .65 o6 sozo.00 o 5020.00 5016.00 5016.00 O Z 5018.00 � +. 5018.00 5014.00 5014.00 Z 5016.00 5016.00 5012.00 5012.00 W 5014.00 5014.00 N ~ O 5010.00 ay E 5010.00 Q o U LLJ 5012.00 5012.00 5008.00 5008.00 m (n 00 5010.00 5010.00 5006.00 5006.00 V- 5008.00 5008.00 a O 5004.00 �I 5004.00 -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 5002.00 5002.00 �D + 12+41 .78 s0oo.00 I 5000.00 U U N 5022.00 5022.00 60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 5020.00 5020.00 15+0 0 Z 5016.00 5016.00 5018.00 5018.00 5014.00 5014.00 r� I 5016.00 5016.00 5012.00 5012.00 5014.00 5014.00 x 5010.00 5010.00 5012.00 5012.00 5008.00 5008.00 5010.00 5010.00 5006.00 � 5006.00 5008.00 5008.00 6 �� SHEET NO. 5004.00 s 5004.00 � -200.00 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 Q -60.00 -40.00 -20.00 0. 0 20.00 40.00 Q 69404R8.DWG SHEETS 19+38.8 4 5008.00 21 +9 8.7 8 5006.00 ,31" ES CUIdMIN�S • 5006.00 ! ra No, 31>1 es 5010.00 5010.00 � 5004.00 5004.00 5008.00 5008.00 t ti► . 5002.00 5002.00 5006.00 5006.00 U az0 0 5000.00 5000.00 5004.00 �, 5004.00 rn 0I� Z �Q 4998.00 4998.00 LO 0) o?� 4996.00 4996.00 5002.00 R T ININ 5002.00 ml o �FN- 4994.00 5000.00 WALL 5000.00 Z z (ZHy Q 3 4994.00 i- 4992.00 4998.00 4998.00 0 0 j 4992.00 O -ul - 1 .1 1 1 1a a 4996.00 4996.00 x Z N -180.00 -160,00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 80.00 80.00 N' ° O_ 19+05.34 ass4.00 4994.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 0�I V I 5008. 5008.00 Z o �zj 5006.00 5006.00 z o W N W 5004.00 5004.00 21 +6 5.2 8 W a. Q W m ooIL zI 5002.00 5002.00 5010.00 5010.00 Z j Z 5000.00 3 5000.00 5008.00 5008.00 W Fjw 4998.00 4998.00 5006.00 5006.00 x IrrLW Ea vm� 4996.00 4996.00 5004.00 5004.00 4994.00 ` 4994.00 5002.00 5002.00 u crx 0 Q 4992.00QD 4992.00 5000.00 5000.00 0 o w o 4990.00ti; 4990.00 4998.00 ` ' 4998.00 5 -180.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 40.00 60.00 80.00 100.00 4996.00 � 4996.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 a a a Q 500s.00 5006.00 21 +31 .7 8 18+71 .84 5004.00 5004.00 5008.00 5008.00 ml m m 5002.00 5002.00 5006.00 5006.00 5000.00 3 5000.00 5004.00 4998.00 4998.00 sut ri W T ININ 5004.00 5002.00 5002.00 Zi 4996.00 4996.00 5000.00 5000.00 4994.00 I 4994.00 4998.00 ` 4998.00 4992.00 -160.00 -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 o. o 20.00 40.00 60.00 80.00 4992.00 4996.00 4996.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 E- 00 21 +00 21 +25 18+0 0 5008.00 00 5008.00 5008.00 O z (n M 5006.00 5006.00 U Q z . 5006.00 Slop 5006.00 5006.00 w� � O 5004.00 �� 5004.00 LLJ 5004.00 5004.00 I 5004.00 F�-I N N soo2.o0 5002.00 SEE SHEETS 12 AND 14 5002.00 U 5000.00 5000.00 5002.00 5002.00 Q m W O 3 FOR WATER MAIN AND s000.o0 5000.00 5000.00 m U ~ 4998.00 4ssa.00 STORM DRAIN ADJUSTMENTS. 4998.00 4998.00 N 4998.00 W � 4996.00 4996.00 CD 4996.00 n 4996.00 4996.00 �4 O + 4994.00 4994.00 N -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 O s GRAVEL DETOUR ROAD -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 -20.00 0.00 20.00 40.00 60.00 U TYP. - 20• WIDE 17+00 20+00 Q NOTE - 5006.00 5006.00 Q 5010.00 5010.00 EXISTING GAS LINE IN WEST RIGHT-OF-WAY lb�S NOT (n SEEN INSTALLED (FROM STA. 0+90 TO 2+95, STA. 9+85 5004.00 TO 25+56),btlfi-YAk�B6 BY CONSTRUCTION OF THIS 5004.00 5008.00 0715 5008.00 PROJECT. EXISTING GAS LINE IN EAST RIGHT-OF-WAY 212 (FROM STA. 0+90 TO 25+56) W*I: ABANDONED IN PLACE. 5002.00 5002.00 5006.00 5006.00 5000.00 5000.00 OF 5004,00 5004.00 4998.00 I 4998.00 x 5002.00 5002.00 4996.00 4996.00 5000.00 5000.00 RECORD DRAWING 4994,00 1 tn tn.. 4994.00 SHEET NO. -60.00 -40.00 -20.00 0 o 20.00 40.00 60.00 80.00 4998.00 _ I 4998.00 17 4996.00 4996.00 -60.00 -ao.00 -2).00 0.00 20.00 40.00 60.00 89404R9.DwGSHEETS 0'9 T A SEE SHEET 12 FOR 27+23.61 * JAMS A. " WATER MAIN ADJUSTMENT. RECORD DRAWING `IN NO. 3y 24+25.23 4992.00 4992.00 .� NOTE - 4990.00 , 4sso.00 ? 4996.00 4996.00 EXISTING GAS LINE IN WEST RIGHT-OF-WAYilA9--NOT -BEEN INSTALLED (FROM STA. 0+90 TO 2+95, STA 9+85 4988.00 4988.00 QZp TO 25+56),-8oT--IN.«-BY CONSTRUCTION OF THIS ZZ = 4994.00 4994.00 PROJECT. EXISTING GAS LINE IN EAST RIGHT-OF-WAY 4986.00 4986.00 4992.00 GRAVEL DETOUR ROAD (FROM STA. 0+90 TO 25+56) W16k: Cr ABANDONED IN PLACE. �arnl Z �Z� 4992.00 z� TYP. - 20 wIDE 26+00 4984.00 4984.00 �N 4990.00 4990.00 4982.00 4982.00 z ZLn Z--,Q 3 4.988.00 4988.00 4994.00 4994.00 4980.00 �' 4980.00 <o m J O�� 4986.00 4986.00 4992.00 4992.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 '2',Z a 4984.00 4984.00 a 4990.00 4990.00 cal O 7 BUY -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 z 4988.00 4988.00 2 7+0 0 (�z 24+00 4986.00 4986.00 4992.00 4992.00 Z cr W> WQ N 4998.00 <ti ce 4998.00 4984.00 4984.00 4990.00 4990.00 3 05 o- Q ZZO w m 4996.00 d 4988.00 4988.00 Z 4996.00 4982.00 4982.00 o wo a Z I 4994.00 4994.00 -60.00 -40.00 -20.00 .00 20.00 40.00 60.00 Z&0 4986.00 4986.00 �'W wZP 4992.00 4992.00 25+75 4984.00 4984.00 c �03 4990.00 4990.00 x rcaw 4982.00 4982.00 I E-� 00-i EW• 4994.00 4994.00 ; � I 4988.00 4988.00 4992.00 4992.00 4980.00 4980.00 of x Of 4986.00 4986.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 4990.00 4990.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 z w w w 0 4988.00 4sss.00 2 6+7 5 5 w 23+91 .73 Of asss.00 4986.00 4992.0011 4992.00 4984,00 4984.00 a a O 4990.00 4990.00 9�} 4998.00 4998.00 4982.00 v 4982.00 a� 00 4996.00 4996.00 -60.00 -40.00 -20.00 0 20.00 40.00 60.00 4988.00 4988.00 t�l 4986.00 4986.00 m m ml 4994.00 I 4994.00 2 5+5 0 4984.00 4984.00 4992.00 4992.00 4982.00 4982.00 4990.00 4990.00 4994.00 4994.00 ' ` 4980.00 4980.00 Z 4988.00 ,�_ d 4988.00 4992.00 00 4992.00 `t -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 0 -80.00 -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 4990.00 z.00x 4990.00 23+00 23+50 4988.00 49e8.00 26+50 U 5006.00 5002.00 4986'00 4986.00 4994.00 4994.00 _ 5004.00 4984.00 00� °' 4984.00 4992.00 I 4992.00 4:1 toe lope 5000.00 m I5002.00 4998.00 4982.00 v `� 4982.00 4990.00 °' 4990.00 O z N -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 80.00 L W L 5000.00 4996.00 4988.00 z 4988.00 U z + D0x 4998.00 4986.00 4986.00 W W N 4994.00 2 5+0 0 4996.00 4992 pp 4994.00 4984.00 4984.00 N ~ 4994.00 0 U 4994.00 4990.00 4992.00 4982.00 4982.00 � m V N' � � � 4992.00 ; 4992.00 _20.00 0.00 20.00 40.00 60.00 4990.00 4990.00 4980.00 4980.00 LL- Lc) -40.00 -20.00 0.00 20.00 40.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 W O U N 4988.00 4988.00 + 4986.00 4986.00 2 6+2 5 � � N 2 2+5 0 2 2+2 5 4984.00cu 4984.00ri 4994.00 4994.00 (� U N 5008.00 5008.00 -60.00 -40.00 -20.00 6, 0 20.00 40.00 60.00 80.00 4992.00 17 4992.00 Q 4:1 toe 5006.00 ;To-Pe 5006.00 24+58.73 4990.00 4990.00 Z 5004.00 RET NING 1 5004.00 4994.00 4994.00 4988.00 4988.00 a 5002.00 5002.00 4992.00 4986.00 4986.00 x 4992.00 z.-x 5000.00 5000.00 4984.00 4984.00 H 4990.00 4990.00 0 ' 4998.00 4998.00 4988.00 �' 4988.00 4982.00 4982.00 x 4996.00 4996.00 6 4986.00 < 4986.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 4994.00 4994.00 v� 4984.00 4984.00 -20.00 0.00 20.00 40.00 60.00 -60.00 -40.00 -20.00 0. 0 20.00 40.00 60.00 80.00 NOTE: SON FROM E TO STA. SECTION �� SHEET N0. TRANSITION FROM NEW STREET SECTION TO -20.00 0.00 20.00 40.00 60.00 EXISTING STREET SECTION 10 B9404R10.DWG SHEETS cu c? > I RECORD DRAWING ZI =�'"° ' ..�� e.aS m MISCELLANEOUS CONSTRUCTION NOTES: I I I I 151 100 1 IO 1. ADJUSTED WATER VALVE BOXES TO GRADE S C A L E �I aaI� �(-„,). Zz0 Q INSTALLED NEW 6" GATE VALVE I rnI�I^ Zip �L J w u�illrnl VI E_- I, HIGHLAND BOULEVARD o -I �I'� O a I z N I x IL c c� I FINI8HED�GRADE PROFILE A �° T +C. G G T ° 6' G GSO1s^ + wI O a ---- - SD1 1�--�-- �- �-- �- -- - (SEE TYPICAL SE TON S SD N o, Y 0 0 0�0^7-• 2+00 � � m 00 _ 1^ 4+00----- ------_ +00------- 6+� i�� 7+00 _ _ 8 00 _ _ 9+00 1 1( 00 �_____ w 1 1 -0______________12#00___ 6 1 00 _ _ F o V, z W D 5+o N.oa 'Yltw INart(.i.G-..i 1 /t1 9+ _•- _• N Z I,a.I Z ABAN N D G G G ~ G -- ------- - G ANDONED... w I W> W N ..zzzaza - .�'. _ ZZ Z O W _ ----------- .......s. . ................ ...... .. ,� -.:................. ..... ......�� s��zzzzzzzzzzz ... ........ . ......... ..z:s s zzzzs:zzsszz x 3 C9 Q 0 E zzz .. ...._•___.... T a W m --- --- --- --- f J Z awp "WI`ZF- 0o x waw I I Ey L'tllJ Ico 11J 0 3 r I I o Z o W + I I O � Q N U V)V) ® I . ZWW+ + In + W " `° I H QI W Q IQ Q o I V) in V) I(n !n W I6 J J J O J Q J U U Q OI< O rrr 5020 5020 m m m FINISHED GRADE AT LE EDGE OF PAVEMENT I I I I ISTIN GR UNDAT do WATER N I FT E GE F PAVEMENT EXIS ING WATER MAI I Z I I INSTALLED INSULATION ETA. 2+75 TO STA 6+00 I I — — �_ —< — _ — I E- SEE DETAI 1 — — 3 ` — — J \ \ U 5010 \ 5010 i I I I i I I I I E- co I z W � I I i i b I I INSTALLED 1 Z' DUCTILE IRON WAT R MAN I O Q i STA. 5+ 0 TO S . 14+0 I W cn 5000 5000 LJ 1 Q N Cn I I I I I I I Q' m Q STA. 13+50 T A l +50, N ALLED Q 4990 I 12^ W ER — 0 N uunoN o 1Y ITER 4990 o O U ]:� O + I I I I I I I I I o m ao 100 N Q Q Q y N Z FINISHED G E �_ W w (SEE TYOPf ICMA MS ECTIOON)) I m I I a �t t~N m U ZD W U U EXISTINGGROUND 4980 M V//DATUM ELEV QIU 9 �n n cD N +.i.l II 4975.00 N to In 0 co N f,LnO T Ih Nc0 U) t ON o NO IIrxJ�--- II SHEET NO.o 00 0'� o Ln ) ) L uuu n )U N ) ) to o 17 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 11 89404R1 1.DWG SHEETS y . JAMES ¢ 3 MMI z N6/,E 3� N z RECORD DRAWING x s oF� �> ro � i LU tt > am z� _ _ L w� W, 0 50' 100' 150' I� U ZZ00 zI ZW� L1 I I I I I I �� Z ��a z� Uo I z E e? S C A L E �mI I-I S� o� 5 om i U� 31t +i! a + +. I I O z Z >Q �5� d3 I / d d I 8 j1E �C �ma? O �3 QO i U)J (1 S 3 rn _ _ 0I1 J - --------- E E I (q w + GG T T G G G G G G c: G G G G G I Z N <^ sD SO SD-- SD1 sD ---I - HIGHLAND BOULEVARD I FIHISHED GRADE PROFILE ;i �i O D �Z 14 00 1500__v _ 16 0 _ _ 1 00 18 00 _lZ_ 9 0 ®0 20 00 _ _ _ 0012" 2 00 t 23 00 2 00 2 00 97+00 tY I Y ____-_____� ---- ----- - - --- - -- - — - -- _ I __ ____ _________ _ ________ LJI W ® - ------ _ W W I 10 z Z z _ _�-� _ _ y Z =W ABAN — ._._.. ._ .__ ____-__ _ _______ _____________________.- _ _ G G G G ¢ G ANDON G I w Q N G G ________________ _ ______________ Z Z W b Q V7 n NOTES I Z W o f• m �[[[�\COF 19' AL Li1. BETWEENE MINEIMU OFM SEWER/Si RM SEPARA AND TION I 0 WE WATER LINE CROSSING. '�' W03: 12 f Id �� 2. INSTALLED CONCRETE THRUST BLOCKS AT ALL WATER I I UtnJ r M I I i I LINE FITTINGS, VALVES AND FIRE HYDRANTS. i I� + IpD = N 3. ADJUSTED WATER VALVE BOXES TO GRADE U U U + {ZL rn !1G ui �^ 4.NEW WATER LINE HAS A MINIMUM OF 6.5' OF to w w w Q cp z N COVER, EXCEPT FROM STA 5+50 TO STA 6+00, Z p p W QI+ g ,,,,,,,,,JJJ FROM STA. 13+50 TO 14+00, FROM STA. 15+75 TO 16+00, O I N W F AND FROM STA, 18+00 TO 23+50. w I N N N N J J J 5.TAPS WERE INSTALLED ON ALL SECTIONS OF NEW MAIN FOR TESTING & FLUSHING PURPOSES. CORPS WERE O U W U Z U REMOVED k HOLES PLUGGED W/APPROPRIATE CORP PLUGS. Q Q Q --� 6.ALL EXISTING PIPE BEING RELOCATED WAS REMOVED IN 19 q U USABLE CONDITION AND DELIVERED TO LOCATION DESIGNATED I I BY CITY OF BOZEMAN. V I I III }}} 3020 mmm TYPE 2 EXCAVATION — TYPE A BAC FILL I E EXCAVATION — TYPE A ACKFILL I I � 305 L.F. 1 ' D.I. CLASS52 WATER N 365 L . 12" D.I. LASS 52 WA ER MAIN BOTTOM OF RO SECTION 1 z + 13 I I I I I I I I I I 0 N E- 0 010 -1�4 u EXISTING GROUND I I I I I I I X (n O E- [-- n 7��:7 FINISHED GE 0 3I1 1 I Q c\j ABAN ONED + 000 W Q R EXIST � LLED I / �'Wa cn NNOTE: STA. 13 50 TO 1 +50 INST 12" DUCTILE I ON WATER MAIN. -NEW S.D. NE Z > Q SEE DETAIL F W LL � m Q \ \ y z Lo Lo m _ \ \ 1 8 I W Q N z 3 3 Z \ a C y U +'� 499 b N N G /W NOTE: TA. 18+0 TO 21+ b Q m I 1 3 I INSTALLED INS ULA ION OVER EXIST. I I I I I Lli Q 12" DUCTILE IRO WATER MAIN. z SEE D AI M Fn °D Q 0 13 + 0 J z O I + FIN SHED GRAD w w N N a S E TYPICAL S CTION z z> 4� �T~� +Ln0 E i ( +TYPICAL CTION) w+ DATSELEV c Q 4 oN �u1 7o5 m N O Of` 'n b O m N� O 01 c0 O O.I` d U) N n O e7 N ' to Mr- i 0 O 00 O 0 coOt N O!WM nco oc) t` Of NO r7 Oco 0 ? (1 a0 A M \ l'o �N NN �� �� �� o �010) o oo o � o �o o o � � < �a arn rn 00 �oiCIO SHE�� �c� Do 0� � hLo Lo to 't 't 't .0.,n n o , ET UN0) .r 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 �712 B9404R12.DWG SHEETS - ,off rA- EXISTING FIRE HYDRANT Q o x ,€ TO REMAIN IN PLACE. ' I i I C INC GRADE GROUND TO .2 BELOW \ m ' ' a HYDRANT FLANGE. _G G T , ' RECORD DRAWING +�Q oz> tV � o7a - I O'CONNELL DRIVE I I CD; ii I ; 0 5 j z 5 I , S S i Ni m b z<1° InI o1 I U Z O 0 1 , z3 rnl II 'z, FF - - - - - --- ' N, G Q '\ i L)10 z Lnj Z Q I Izz z Z 3 c� Q LL = m x O V) w d I U N 1 I I L - 7I NO. PINECREST DF" f ai i Y _ ------ i o Z Z z 0 20' 40' 60' / , , I o Q f I I I I I O'CONNELL DRIVE x �1 %r I I z 0 W W N SCALE 19+05.34 I I I w a Q w m ooa z_ I 5008.00 5008.00 IN ULAT OVER EXISTI G W E N 5006.00 vi S D 5006.00 I I I I �" w t`Z 5004.00 5004.00 0 11 0 I Y O 5002.00 5002.00 I I E' 0 N 5000.00 _ _ ,3 5000.00 NO. PINECREST DRIVE U U U 4998.00 _ I 4998.00 21+65.28 z w w w 4996.00 _ 4996.00 5010.00 5010.00 S �j�j 4994.00 i 4994.00 5008.00 5008.00Of 4992.00 '� __ _ -' 4992.00 5006.00 5006.00 vi w 4990.00 4990.00 5004.00 I 5004.00 O -140.00 -120.00 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 40.00 60.00 80.00 100.00 5002.00 5002.00 VI I I 5000.00 t�v F ISHE G E 5000.00 m m m RELOCATED EXISTING FIRE HYDRANT 4998.00 4998.00 10' WEST OF FUTURE STORM DRAIN INLET. ADJUST TO MEET NEW GRADING PLAN. I� 4996.00 4996.00 \� I 4994.00 4994.00 Z O -40.00 -20.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 N -W ' /W �' ' F" FINISHED STREET GRADE I m j SO CEDARVIEW DRIVE NEW ROAD SECTION Z Z BERTHOT DRIVE I 3 . 0 Z 0000 moo= p w J �000 000 00 0 � I - p o og 000000poo°o0 pogo 0 oogoSo � Q og000�oo°o O000 O W Q COMPACTED SUBGRADE W W a €m Z BEDDING 2-Y RIGID INSULATION Q 0 �1 3 4 W o> I w MATERIAL BOARD W/OFFSET JOINTS �.,, m Q Z z y1 o 0 O > N 7 z I.L- Z f Who ub Q � / W Q z wLJ a \ a Z3 cn 0 10 IDx 8' SHEETEXISTING Lij (, z BERTHOT DRIVE ! 12+75.28 BACKFILL MATERIAL -2" RIGID JOINTS 5022.00 5022.00 EXISTING WATER LINE INSUQ I T- 5020.00 5020.00 5018.00 5018.00 4' 4' 1 4' 5016.00 5016.00 8' SHEET 5014.00 " 5014.00 x 5012.00 5012.00 /%�i���' SECTION A 4' NO SCALE 13 5010.00 5010.00 5008.00 , soos.00 WATER LINE INSULATION DETAIL 1 17 SHEET No. NO SCALE 1 3 13 -100.00 -80.00 -60.00 -40.00 -20.00 0.00 20.00 40.00 60.00 89404R 13.DWG SHEETS I 11, "I"",It E. g p ; 4-Cr REMOVE & RESET EXIST. •a+ C S j� 5 0 NORMAL CURB ' 31 n a 0 � ' INLET FRAME & GRATE RECORD DRAWING B 4 I a u W N SECTION �= 5 w o o x REMOVE 3' FROM TOP I 0 z z z 5, 1 z♦n u NEW CONC. INLET p 0 a a 61 w g N APRON OF EXIST. INLET BOX � w J r, rr 6 a H N a 2 0 ai 00 w =- - = NF =z m m SAW CUT EXISTING MANHOLE I oa oa o Z z `�`w x0 w a, a, SUBBASE MATERIAL Na �� z a $ oa W www a a a RING AND COVER I� I (..) Zo0 0OIIU OII� F =a vl apz sxa oll oil F Q v�in o vi �i z a�-p z w z q F - - - 6X6 W4.OXW4.0 W.W.F. EXIST. INLET 3/8" BELOW TOP OF rn, Z ZOO z z 3 d N 0 m a m aa, BOX NEW FINISH GRADE �V ri rn�� I g1O w °Da ❑ '�� q o ng �❑In �Ix9 �°' Z Ci O1 in. 0�- � +� w +❑ w z vn +❑ �v� ❑ ❑ ao I J�V' EXISTING ADJUSTMENT m I V)f1 z w4 =00 ❑ �❑ OD "� a 1n ^� �wp �( m Y O m II O RINGS EXISTING GRADE I O Z Q YO Ilo �� ❑s o KJ H fn m J m J 0 K ¢ o �N ap p50 ?U a j V a 7 JUp __ ___ 'IIpoN W HD a �O cs IZZ Hg c�tL'��--N rc ml-ii z E-ii�ii w . �iim�ii c��� 0 �ic��� mm y0 o1O�IWI O J SECTION THRU CURB RESET EXISTING III T'z 0. G G G T G G T A G G G MANHOLE RING ,. NEW FINISH I QQ 3 SD15�N SD _ SD NOTE: REMOVE 10 LF. (5 L.F. AND COVER �'''�`�'�'' GRADE 016 O Y 12 00 a 1 00 l• 14 00 __15 0#-0-____________16 O��L___ 1_ 00__ ____ __18 00_____ 9 I 0 - JOINT EACH SIDE OF INLET) OF EXIST. '�`•' ��� CURB & GUTTER, BUILD CONC. "�"'' '` •' OI _______ _ INLET APRON & EXPANSION JOI sZt fi 99- - - & 5' Ir TRANSITION IN BOTH w I I W HIGHLAND BOULEVARD SIDES OF INLET a I Z (�W N REMOVE & RESET O Q aas:aaaa�t raaa�sa�aaa.�aa��a�a - '--------'--'-- .y�cc��caccc�a�sa�� --- ---- --------------- - sac Q to 6. W m _ I - --------- ---/- -- ------ - E _ FRAME & GRATE -- -- �wd Z ' : � � ATK SEAL ALL N JOINTS t.. ; o o¢ _j Z *I I I .°•. t .. Q Z TWO 3 110 GUTTER,DEPRESSION TO SAWCUT EXISTING W FYN I TOP OF GRATE REMOVE S' FROM TOP MANHOLE I 18,03 SAW Cln OF EXIST. INLET BOX I xn w 00 i N EXIST.r'7 BOX INLET r. + � uj EXISTING MANHOLE m�� N + V)in N } Z W W W V I N Z Q Q REMOVE ADJUSTMENT RINGS AND SAWCUT EXISTING MANHOLE w I pp I J 100' 150' cn N SECTION LOOKING TOWARD CURB As REQUIRED TO MEET NEW FNISH GRADE. 0i I I (h Li 0 50' o J IIIIII SCALE W � p U a¢a 91 EXIST. STORM DRAIN MANHOLE ADJUSTMENT �� INLET ADJUSTMENT DETAIL 1 PARTIAL MANHOLE REMOVAL 2 >_ 14 14 REMOVED EXISTING MANHOLE FlNISHED STREET GRAD 5020 E 1 EXCAV ION - TYP A B KFILL TYPE 1 EXC NATION - E A B K 5020 5 5020 I *RIM TYPE 2 EX NATION.1 EXISTING G OUND RO LE TYPE A BA KFILL SEC ION AT STA. 7+32 00 IN NORTH UO EXISTIN STORM D N LINE �DFlNISHED STREET C E EXISTI IG NHOLE USED IN PUCE SOUT PIP PLUGGED YA DON XISTTOUI-��_ DRAT AND MANH LES 5010 5 5010 H LIJ W 5010 _ 00T XIS TING 5T0 M DRAIN SE IN LACE O Z .—J I I I 3'4 X ` RIM OOy} E%1 NG MANHOLE USED IN P I 5' INISHE STREET G E U C ANDO EXIST. STO M N Ld F - N I I 287 L.F. 5' RCP STORM DRAIN PIE ` / I GINIS ED STREET 7 Q Q RIM 5 p0 1 /y m pLE� IJ-I Q 5000 5 M 5000 LL_ Z Z 5000 E ISTING GROU D PROFILE INSULATION SHALL BE O EXISTING ST RM DRAIN NE Q Q I �j I 0.30% 0. % UNDER STORM DRAIN NLET12* WA \1� a 157 L.F. 1 RCP + = Vp)z STORM D N PIPE EXIST. 15" RCP S FORM Q 100 155 L F. 15 RCP 120 L.F. g' STO fl:" STORM DRAIN PIPE 35 F. it RCP DRAIN PIP U I I I +10$ STOR DRAIN PIPE 1 Y WATER ADJU THE 1T 00 V) - II II 3 O 4990 w N 4990 4 4990 (n U U) M ❑ LaF1 1 �' + F�••1 I� N I lap N In = cin I� x 'no Ni O O N00 0 � �N.0 t` 4980 m Ln O� Ml a0 N N ik M m M ~ + OmiT < a + mom m I �I DIY J SHEET N0. DAT EWV 4975.00 17 14 69404R 14.DWG SHEETS Rl-1 o 'o14 A*" D-3 (2) * JAM a *'. R1-1 RESET cuMNcs D-3 (2) R1-1 W11A-2 ►3 RESET D-3 (2) W11A-2 RESET NEW RECORD DRAWING R99-1 Z NEWS No. tttEs n- RESET 0 50' 100' 150' dOlS s d OlS 3 w I I I I I I I MISCELLANEOUS CONSTRUCTION NOTES: O? S CAL E 1. REMOVED AND RESET\RELOCATED EXISTING STREET w � ( I VZp I O SIGNS. ) I 0= / W HIGHLAND BOULEVARD 2. ALL CURB RETURNS HAVE A RADIUS OF a \ �I �I z Z(�O p > (}QS�� 15' BACK OF CURB. \ �!i LO rn OZ- Q I / c +� i J I i C /,/ 7+. +cb + u' \\ 1� , s +� 34" DOUBLE Ao YELLOW (TYP.)0+I00 � __elm 00 2+00 00 ap 4+005+00 6+0000 5+00 _-- 9+00___ -10 00____-__---- eee00enn______neen:1 #0�n - nenii�nenneeeeeeeeenn--neeekeeenenneneee---: - e-a««nnnnn�eneneeeeenn :miee ennnnnneeeee«nn«nee}eeeeaenen enen vies i--�----nne----__e --=----nneeeeee-----�--_n- -- --e e-------------ee a O ti O J o~'130 ____ _____ ___---- a eee ------ . e en -, e e _-____ J 1 -_- C z W 17 - I"� r� G icGYaiiiiiiiYaY ii iiiYciiiicGi33G-c� ---- .............TicNiiiiii iiiiNi...................a --- G �O 00 -w w p - �r U' O > _ I00 AA_ —� i 0 Q L0 Q (/) I Lf)c->> a a I z 3�� QWO N r v Q _ y y I .. Q wm fmTl N HIGHLAND BLVD O FQ-- H N Z � o p¢ z lJ I p A Rl-1 (D to Q 0 cn _- z J Z MOVE W11A-2 " STOP RESET ) g v Dl3<2) L U D 3(2) W11A-2 J HIGHLAND BLVD w�ZO NEW S3-1 STOP RESET STOP RESET NEW ci Rl-1 810 REMOVE $ STOP RESET ) Ex-+ oui W11A-2 Rl-1 NEW dOlS RESET T RESET w w w w 2 tn nJ r wD L,_. w° I CD w- j \ . ,14 F�OF _AND BOULEVARD .9o� o \ � +q + / Wll-2 { 4 DOUBLE ci \ " OI a `kWl1A-2 Sl-1S 4 00 0 15 00 16 1-00 YELLOW (TYP-) a-----_--_- - 1%. { ��20_ OOe:-:eeee.nnnne==--00 edlne-:ee-e2 i neneeneneeeee23 00 .nneeee:24+00 l -f 0 / RESET NEW F--- --- --- -------- - - -----_-__.._..a--_-ennn---- -- e7 boon n 1 a boo st o 6 a�o --------- -------- --- - -25+00 = - - zs�a. __ = mJL LID �cccccccccccpTccccccccccccccccccicccf 04�-- -----cccccccccccccccccccccccccccccccccaccecc--c. f I q�:--------------c--....------.-.....-----.vYF �=,"ccccccccccccc-.-...--.-.- LIWf I A I 15, M W � NI 'l W I TYP. > N Io \ \ a \ 0+1 \\ t~n ii I+ \\ W I N O m E \ a I II I cV \ Q HIGHLAND HLVD CL 04111 N R2-1(35) I(J]J N z I A V) Z REMOVE O J STOP RESET X (D V CJ HIGHLAND BLVD U U m ci NEW-2 Z Rl-1 W11A-2 Rl-1 Rl-1 RI-1 STOP D-3 (2) STOP D-3 (2) STOP D-3 (2) W11-2 D-3 (2) (D Z (' RESET NEW RESET RESET SS-SS RESET U Q NEW W 1E Ld PHASE 1 - PHASE 2 -- Q 0 Q m (n O CD ct� W O Y ch GRAVEL DETOUR Q O GRAVEL DETOUR ROAD HAS BEEN REGRADED TO CONFORM TO ROAD HAND BOU"AFD A TYPICAL SECTION. I Hd'LAPD BOULEVARD TEMPORARY C) (, LL-I 00 � _l ® ®��G4FOLT_m �� �� ����® —T ® m �® 36' LONG w z ��� OF OF W - - - - - - - - - - - CBii191JE OF RCiFii - ...... - $MOB (� -------=„-_-----_�- -�----------------- ..,�- -r--------------------.._..� - - .w. ...1- -T....... .....�--- ...Y�r__--- �t---- ------------ --�..� LLl OFE706iN0 r` �m �"^"°"� ui P"7 V I 1 I r-] IN F�I I�iI cq +i Ln U � � � W� VI .J � N in 0 100' 200' 300' NOTE , I� giC) VI(3 (3 �� HIV, I I I 1 I�� PHASE 1 OR 2 PRIORITY SHALL BE AT DETOUR ROAD SECTION CONTRACTORS DISCRETION. CONSTRUCTION S C A L E DETOUR SIGNING/BARRICADES SHALL BE PLAN GRAVEL DEPTH - MINIMUM 6" COMPACTED (MATERIAL 17 SHEET N0. IN ACCORD WITH SECTION 1570 MPWSS DETOUR ROAD P LY1N SHALL BE Y MINUS CRUSHED) AND MANUAL FOR TRAFFIC CONTROL DEVICES 15 B9404R15.DWG SHEETS NOTES a. TELEPHONE RISER BOX h PEDESTAL TO . 0 BE RELOCATED BY OWNER. CUMMINGS - w w W 0 50' 100, 150' w g I j NO. 3111a z � I z Ix 2Q POWER POLES TO BE RELOCATED BY THE OWNER. (MPC)w LL 1 I I w a I} I = © GAS LINE OR SERVICES TO ADJUSTED OR RELOCATED a S C A L E a .l.�it9�� '_ a i 81'THE OWNER. (MPC) p p t�' 0. go YC I o gp g go p g� a g4 roN �`�I,,,,, C3 QZzOO x xp a =`� =p =w a =� = sCp O)C) QF yrc HZ .J I w wir 0z vu�_ w Iui z wx tip I Z Z-0 C) 'a 6V o •3 •o •3 p .0 p e a0 •-�� oz- 4 a a� J a a "v� �u ^ F� y0 JW y0 J\ J� Z Z 1-1 Q 3 p g3 mw 00 'o g3 3 w „I g o_ Io IL o Io m HK34-AM W VLEVAIM I I> K p s �j> 1�p , a O li J y�J#I b a o o a s N b. a N '60 Q J O ! w G G { G z T--LTG _ G � —TG G-- G �— G — `j G I! w Z N SDi " --- -i T +� +Q° a - S 6" - 3 • SD Y 0 0 00 m r0M 14�4 F00 _ - 5 E i l�H�- 6+0 7+00 8+0 iii.�- 9+00 1 00 _w -1 00---��------i��� 00 i 1 000-------- yy i _ ' ie____e-ekeevee___� ______r� __ _ b � ��iiii.uii -pe--oa.�ieivz-_ nesiri .a - --- Z(�Z ___ ww) --- - -. __-_ - 'ram - - ABANDONED. — - w> W Fai as a aaaaaaaa aaaaaaaaiasa.aaaaaia asaaa aaaaaaaa----aiaaaa iaaaa Z OEI ,, G �* -- --- ---- - _-------- -- -_ --- - t -- - =-g- -- a v-i a w m *u1 wI ro o s --- og iwaf 16 (9�Z<wpwwzl I 6 l x rcaw > > \ \ \ \ 0D I E-I (�y J I g3 00 g3 Ito N y M y o g O a IA 00 UQ N Vj ij _? + 0_L)0' + �^0 + '^o + yz + Hz y vVi N N O au M au cD s� o0 z\Ujww NI VI to u> (� N 0 (� N C3 Y (3 N d 9 U F- F- !. Q Q Q I� W 0 0 Ww La w- W � W Z W 0 0 30 0 3 3 I z w _ :j a mmm 11 \ z o gp v o gp g Tim o g° ¢ uw u o a w y5, 2 0.' UW Up R" UW UD 1' UW UD K U= 3 Z R' W 41 K_ V1 z W y d' y z i W V1 K_ y Z W y Z p a3 au o a3 -O 3p a3 �0 o a3 sp 0 u a� �U w wa i,:u iia I,1 IiaIia w i o J\J� y J\ J O v J\ J� o J\ J� y gu nv a�h�nu go v� nu I a pp3 �w oa o r K I a* 0 `ru n o np V a N HIGHLAND BOULEVAF� a "�_•—�—_� a N == ==- a N a a I�--- E E -- N _ _- -- -- '9e I-4 G T G C T G d- G- -_, - _� C G G G G �, G ' -� - SD SD I - I i 145 16O�C 17y 1800 �.. 9 0 �� �G �0Zz1� ��aaZ�100-y �. ��� 23+ 24 OG-- - 00L:-�i 27+00 - W12' W - -----__s_ -_------ • -- Z G a G'e'B G G G — - -- f+d O m ' b - -- _ ¢ - � G DONE G LLI Z -- -- o --- - -- --- �' qt, � W �_pT6 i 60 O _� ^ in O =n 00 = N O yZ In yZ yz N yz { ! 1 cu Yu a$ u -0 y- J N J N 0 N p� N ti RECORD DRAWING a J x c; x 17 SHEET NO. B9404R16.DWG SHEETS 16 solo 5020 ----- --- --------- --------- --------- --------- y R $S GUI�M GS i� NO/1�3 f I a RECORD DRAWING I I I I I I I �a Soto 5 solo ��� Z off° ^Imlo ~vl mQ I I I I I I I I I I I �Zz rYra 3 m m 'V)J O� I I I I I I I I I Z� �03 5000 EXIS ING _ 5000 FINISH GRO ND Z( Z GRADE w N Wix N ow w Q0 VI a-a ooa Zrn I I I I I I I I I I �Z wz I w ZF 4990 4990 I I Q f yV) x iraw I I I I I I I I I I I C~ a0 a n ry n a 00 OR N uS pa a N N voi uoi " 1° I m NNNfn o + + dl IM w dI I d l dl I dl I04 dl Z w w w O 4980 F ~ + Vl m to r n n Of + �' + + + + M J �i 'I tOI 11DI O1I I °I `I IJ U U Ci U U U U U (J O ao o d I cry mmm 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 5020 5020 Z H U Qfl I I I I I I I I E- LL solo N 5010 Z J + p Z L� I t---- ------- - - I EXISTING GROUND- NI S ` � N � Q GRADE 5000 -" 5000 O 0 a. I I I I I I I I I I I W0 �.4 O I k I I I I I I o � d m m � N M N N CG O� 4990 0 n m m o rn m �4990 w r �i < + a u� in .r N �- dl IN al dl I� w wl I+ dl dl I + Id x Q' m 10 W w 1 n n N u+i !n a o+o N ---- + N + n a ro LJ N ri `I � + M U 4I U U U U Ci --� U U J U + I-4 i Z U a a 0- a U a a U a 17 SHEET NO. 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 17 PROFILER.DWG SHEETS