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SANITARY MANHOLE <br />RIM=5478.62 <br />INV.IN(S)=5470.43 <br />INV.IN(E)=5470.43 <br />INV.OUT(N)=5470.33 <br />/ <br />\ <br />L=81.39'/ R=200.00' <br />/A=2319'04" <br />/ <br />/ <br />/ <br />/ S18.40'59"W <br />35.88' <br />SANITARY M!{\NHOLE <br />RIMr5476.77 <br />INV.IN(S)=5468.67 <br />INV.OUT(Np=5468.57 <br />STORM MANHOLE <br />RIM=5476.90 <br />INV. /N(S)=5473.90 <br />INV.OUT(NW)=5473.80 <br />SANITARY MANHOLE <br />RIM=5477.45 <br />INV.IN(S)=5469.85 <br />INV.OUT(N)=5469.75 <br />30.00' ACCESS & UTILITY EASEMENT <br />REC. NO. 1726487 & 1726489 <br />L=173.27' R=340.00' <br />L=29'11'54" t <br />FIRE LINE DOWNSTREAM <br />FROM GATE VALVE IS <br />PRIVATELY MAINTAINED BY <br />LOT 2A PROPERTY OWNER. <br />REFER TO RITE AID UTILITY <br />PLAN - EXISTING FIRE LINE <br />IS 6". <br />EXISTING 6" FIRE <br />SERVICE LINE <br />STORM MANHOLE <br />RIM= 5478.91 <br />/NV OUT(N)=5475.91 <br />EXISTING 6" GATE VALVE <br />U, <br />I � <br />IIII <br />1iI \ <br />IU <br />I\ \I <br />1' 11 11 <br />' i 1 <br />it i► 'I <br />I\I1, <br />i, It <br />LOT 2A PROPERTY 1\ <br />I OWNER WILL MAINTAIN ;L <br />HYDRANT AND <br />LATERAL PIPE, ! ; <br />w <br />/ <br />I <br />/ <br />I <br />1 I <br />I <br />I / <br />I / <br />1 <br />VI i <br />I <br />1 <br />1 DOWNSTREAM FROM <br />6" GATE VALVE <br />L=173.27' R=340.00' / it'll ! <br />Li--29°11'54" f <br />r //III <br />I I II I <br />1 1/II1 <br />I II <br />I <br />1 /11 <br />I lir i <br />I it l <br />/Ii l <br />i 1 <br />I / <br />1 ` I <br />i / <br />/ <br />/ <br />SANITARY MANHC�L <br />,t IM=5479/77 <br />INV.O41T(N)=5471/.27 <br />11 i <br />1I/ <br />/ r, <br />/ / /{ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />/ / <br />• / <br />/ <br />/ <br />/ <br />/ <br />IS <br />` �� `-S\- <br />w <br />w <br />w_ <br />CENTENNIAL PARKWAY <br />(150' R.O.VV.) <br />w-------L=832.78' R=1105.84'�-_�- <br />// / � <br />// / \\ <br />SO <br />/l/ `\\ <br />// <br />(� / -- \\\\ ----. <br />/l 1 // SS \� \\\. <br />11 III <br />%/ 1 /� �\ 4I- �--1 <br />III % II SS // // -_�\\ SS • SS I\ <br />I �j t'Il 1, SS \ \ 11 i <br />11111 11 I I, I 1 II jll Ir <br />11 I II 11 Il I II 1111 <br />l i1 II t\ <br />1111 <br />IIl 11 1 _ I IIII <br />I <br />___ II I I <br />ll I II It -/ II t i IIII <br />I I <br />I / II <br />III <br />ll I II I I+ II I III <br />1I II i 11 Till <br />III i/11 <br />II i 1 <br />III II 11 II Ii III I <br />III iI I! Ir II I111 <br />II ! II II �I II Ill <br />l I II it,. <br />!I II I II II Iljl <br />fill <br />1 1 II I! Il It l III <br />111 II II II II IIII <br />I I Ir II tiff] I i I it l <br />r 1 <br />11 <br />1II 11 jll i �I — fit 11 i 1' <br />11 II <br />1 it "- i111 <br />1111 <br />// jr ilIII <br />l 11! li i i I� 110 <br />II I <br />i/// it 1 II / 1 11 i-t __ I ill <br />-=-...-- <br />ill�./ II II 11 1 , I l i l i _1'!- 111 <br />I !�`�____ �I I I 1 I I I I I <br />1I 1 �Ilj <br />L=37.91 R„90.00 II <br />II <br />�r i i i i i i i i i i i �I r <br />�24'0811 � °- /i _- __ �1' �! i i i i i i 1111 <br />1 <br />\\ II ► I I I I ►► I i I! I !� <br />i 11 <br />l t I I I I <br />III 1 I 1 1 1 t l / 1 1'11 <br />\��\ /i I ! I I i j j III <br />`� `` I 1 i 11 11 I I I I 1 11 <br />��rii7 <br />I I I I I I I I 1 1 I/II <br />i i ii ii ii i 1iI <br />11 II 1 III <br />- 1Iii <br />�1 �`_�%� ......-- <br />III <br />-/ 1111 <br />IIII_ - <br />III <br />III <br />'II <br />7 <br />EXISTING PRIVATE <br />I' -a% FIRE HYDRANT TO BE <br />PAINTED YELLOW <br />4), @ O <br />II*or <br />N6636'45"W <br />173.73' <br />II <br />I��` <br />I I � <br />//▪ -..../ <br />/\ w <br />I Imo`. �� <br />Maga <br />Maw <br />Mawr <br />Aiwa <br />Mow <br />L=122.35' R=300.00' <br />A=23'22'02" <br />MURPHY EXPRESS <br />2,824 S.F. <br />VARIABLE WIDTH <br />ACCESS & UTILITY EASEMENT <br />REC. NO. 1726487 & 1726489 <br />STORM MANHOL <br />.44 <br />BANK OF BOULDER <br />I <br />I <br />I I <br />I I <br />111, II <br />I II/ il III <br />ill <br />I <br />III <br />11 <br />III <br />1 III j II <br />1 ill <br />111 <br />1 III <br />111111 <br />11 <br />I ill <br />i It <br />ill <br />146 II <br />• <br />II <br />EXISTING 18" <br />PRIVATE STORM <br />SEWER <br />205.14' <br />Rea Ala 172648g <br />• <br />I <br />I I <br />I <br />I I <br />I I <br />I I <br />LA:194.599.8,062' nfilI=1 86/01.001111';i <br />ti <br />ti <br />POPOSED OUTLET STRUCTURE. <br />RIM = 5471.75 <br />II <br />II <br />II <br />I <br />11 <br />11 <br />EXISTING 15" PRIVATE <br />STORM SEWER TO <br />20 <br />EXISTING <br />• <br />100 <br />Mli <br />OHE <br />LEGEND <br />DESCRIPTION <br />PROPERTY LINE <br />RIGHT OF WAY <br />EASEMENT <br />EDGE OF PAVEMENT <br />VERTICAL CURB AND GUTTER <br />WATER LINE <br />WATER METER <br />WATER VALVE <br />FIRE HYDRANT <br />SANITARY LINE <br />SANITARY MANHOLE <br />SANITARY CLEANOUT <br />STORM SEWER PIPE <br />PROP. <br />ss <br />STORM SEWER INLET <br />STORM SEWER FLARED END SECTION <br />UNDERGROUND ELECTRIC <br />OVERHEAD ELECTRIC <br />STREET LIGHT <br />NATURAL GAS SERVICE <br />KEY NOTES <br />PROPOSED WATER SERVICE LINE <br />PROPOSED IRRIGATION SERVICE <br />mm <br />OH E <br />CONNECT TO EXISTING WATERMAIN WITH DOUBLE <br />STRAP SERVICE CLAMP AND CORPORATION STOP <br />czl--) PROPOSED CURB STOP <br />PROPOSED 3/4" WATER SERVICE TO HOSE BIB <br />PROPOSED BUILDING SPRINKLER LINE <br />PROPOSED ELECTRIC PRIMARY <br />® PROPOSED ELECTRIC SECONDARY <br />(6) <br />PROPOSED TRANSFORMER <br />PROPOSED 4" PVC SANITARY SEWER <br />PROPOSED 6'' PVC SANITARY SEWER <br />PROPOSED SANITARY CLEANOUT <br />PROPOSED TWO-WAY SANITARY CLEANOUT <br />(14) PROPOSED GREASE INTERCEPTOR <br />PROPOSED GREASE INTERCEPTOR VENT <br />(16) PROPOSED 18" RCP STORM PIPE <br />UTILITY CROSSING <br />q-8) PROPOSED DOMESTIC WATER METER <br />(1 9) <br />q-C)) <br />(24) <br />PROPOSED IRRIGATION WATER METER <br />PROPOSED STORM INLET <br />PROPOSED SITE LIGHT <br />PROPOSED TELECOM LINE <br />CONNECT PROPOSED 6" FIRE SERVICE <br />LINE TO EXISTING 6" FIRE SERVICE LINE <br />PROPOSED FLARED END SECTON <br />NOTES: <br />1. DRAINAGE IMPROVEMENTS WITHIN LOT 2A SHALL BE <br />MAINTAINED BY THE PROPERTY OWNER <br />2. PROPOSED SITE WORK SHALL NOT OBSTRUCT MCCASLIN <br />BLVD. RIGHT-OF-WAY <br />3. EXISTING STORM SEWER TO BE CLEANED BY JETTING <br />4. EXISTING INSIDE SET WATER METERS SHALL BE SALVAGED <br />AND RETURNED TO THE CITY. <br />5. EXISTING 1 i" WATER SERVICE SHALL BE ABANDONED AS <br />DIRECTED BY THE CITY. <br />10 <br />GRAPHIC SCALE <br />20 <br />ao <br />( IN FEET ) <br />1 inch = 20 ft. <br />BO <br />Lu 0 <br />Lu <br />cNI <br />cZ <br />to <br />(1)61 <br />pi. %wit, <br />0 <br />0 <br />>-• <br />-41 <br />a. <br />LLJ <br />ci <br />mill 0 <br />