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DRAWING NUMBER <br />DRAWING NUMBER <br />DRAWING NUMBER <br />C <br />W <br />z <br />5 <br />z <br />42. <br />0 <br />U <br />0 <br />IRVINE, CALIFORNIA <br />. <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />PLAN HOLD CORPORATION <br />IRVINE, CALIFORNIA <br />• <br />PLAN HOLD CORPORATION <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />REORDER BY NUMBER 075AR <br />POSITION EDGE OF PRINT ON THIS LINE • <br />POSITION EDGE OF PRINT ON:THIS LINE • <br />• <br />0 <br />0 <br />0 <br />EXISTING STORM <br />RIM = 100.07 <br />fr INV. = 95.42 1 <br />/ INV. = 95.42 1 <br />,0INV. = 95.67 1 <br />. <br />GRAPHIC SCALE <br />;1 inch - 20 ft. <br />SEE MANHOLE SECTION <br />DETAIL ON DETAIL SHEET <br />MANHOLE <br />2"IN S) <br />2" IN OUT <br />LOT 3, BLOCK 2, FIRST FILING <br />COLORADO TECHNOLOGICAL CENTER <br />LOT 14 <br />SEE STORM SEWER TRENCH SECTION <br />DETAIL ON DETAIL SHEET <br />LOT 15 <br />1' NOTCH IN CURB <br />N 09'59.15» W <br />200.40' <br />Place new manhole <br />in existing line. <br />RIM 99.4 <br />IW. 96.09 (FIELD VERIFY) <br />12" INV. IN 96.29 <br />5' C <br />TEMPORARY STAKED <br />HAYBAILS <br />Outlet Control Structure <br />Inv of Orifice - 96.50 <br />Top Of Headwall = 98.50 <br />Bottom of Headwall - 93.50 <br />POND DATA <br />OMAX <br />W/S ELEV. <br />VOLUME <br />0.51 (cfs) <br />100.00 (ft) <br />6,023 (cf) <br />LOT 4 <br />ARTHUR AVE. ROW <br />CENTERUNE STATIONING BEGINS AT <br />APPARANT INTERSECTION OF ARTHUR <br />AVENUE AND NORTHERN LOTLINE <br />,EEXISTIN 14MA6N8HOLE <br />INV. = 93.55 <br />N <br />M <br />N <br />10 <br />z <br />3' PAN <br />BUILDING SETBACK <br />0 <br />--3' PAN <br />CL <br />GRASS CL �"K CL GRASS SWA <br />AINAGE EASEMENT <br />Q --DRAIN TO POND FROM <br />II FOUNDATION UNDERDRAIN <br />EXISTING TYPE R INLET <br />BOTTOM OF BOX = 98.22 <br />LID = 100.74 <br />START VERT C&G <br />wo Pox) -0 -ur <br />m0 O OZ 0 <br />'0 -D o -v <br />F-- - <br />Z� <br />rras 7.6 <br />rn ,11 <br />xi xi <br />FIBER OPTIC CABLE N 13'36'40" W <br />z <br />0 <br />. <br />FLOOD WARNING SIGN <br />ILT FENCE <br />CATCH CURB AND CUTTER-- <br />START <br />UTTER" <br />I <br />W <br />0 <br />N <br />CUR13 ANIS GUT1'Et THIS <br />J <br />a <br />N <br />3' PAN <br />3' <br />—i <br />I <br />PAN - <br />30' BUILDING SZTJACK <br />20' PARKING SETBACK mi_ <br />J <br />5 <br />1/nQ - <br />r) 14' UTILITY EASEMENT <br />s� ' FIBER OPTIC CABLE <br />200.00' <br />CURB STOP (S= <br />DETAIL 33 OF <br />• 1" WET TAP (SEE LOUISVILLE <br />DETAIL 40 OF 80) <br />EXISTING TYPE R INLET <br />BOTTOMOOF710X = 7.03 <br />LID 100�' <br />ALVE - I <br />NSTAU. 8"X6' DIP TAPPING TEE <br />THRUST BLOCK 8" O.I.P. WATER <br />S �wz <br />c7 <br />N7 <br />2 8" P.V.C. SEWER <br />-„. -i <br />SkT <br />8. _ 38 <br />� y► <br />ARTHUR AVENUE <br />000"-,--••••-• <br />a <br />X <br />z <br />0 <br />r- <br />0 <br />-40 <br />co <br />Ft <br />N <br />�-U <br />2 <br />Ft <br />ZD <br />DNIQlif1B .to <br />U, <br />O m <br />--i <br />a <br />D <br />F <br />XI rU) <br />C <br />Ft <br />1- <br />45' CONCRETE <br />RAMP SECTION <br />111111111111. 1111 <br />0 <br />10 <br />I <br />LOT 2 <br />EXISTING STORM MANHOLE <br />IJV. = IM =97.60 <br />ARTHUR AVE. ROW <br />CONSTRUCT CITY STANDARD DRIVE RAMP. <br />SEE DETAIL SHEET 4 OF 4. <br />CITY OF LOUISVILLE <br />APPROVAL <br />Date <br />Document Approval Expires <br />This ti . anent was rariewwd for ootionnnroe with 0W of Louise <br />Dellen and Corrbuctlan Standards (1y approval does not relieve <br />owner, designor contra .. of rmiparbrto tyCorea won <br />mo <br />or omissions n� this document <br />NOTE: <br />CONTRACTOR MUST FIELD <br />VERIFY LOCATION OF ALL <br />EXISTING UTILITIES. <br />EXIISTING-MANHOLE- — <br />E <br />/ INV. = 192.18 <br />REMOVE AND REPLACE EXISTING CURB AND GUTTER TO THE <br />NEAREST STONE SAWCUT BETWEEN GUTTER LIP AND EXISTING <br />ASPHALT, DO NOT SCAR OR DAMAGE EXISTING ASPHALT <br />DURING REMOVAL OF EXISTING CONCRETE. <br />• <br />DRAWN: ETB <br />DESIGN: ETB <br />APPROVED: P.SWIFT <br />U <br />UJO <br />0 <br />as <br />0 <br />H <br />>C <br />as <br />C <br />3 <br />to O <br />SHEET <br />2 <br />4 <br />