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sod <br />504�4§ <br />WFY <br />T <br />RjO OF, <br />.00 <br />.00 <br />OOP <br />i <br />508.J7 x <br />50736 x <br />ASPHAL T � r`� i 5u i. iu TP 507.05 <br />r� � (507)- 5085D6 <br />TC 507.55 505 <br />TP 507.15 TP <br />TC 507.65 <br />d <br />TC <br />TP <br />TP 507.00 TIC <br />TC 507.50 �j/5/ 75 Bo536 TP <br />50745 .. 5� O O O O O O O 50747 7.4 50 C, 5pZ93g4L 5. Tl.. <br />;. 56707 <br />i <br />507. BIC <br />G. M. . <br />rs;3J <br />6 S: <br />- B.SW..(U2'W/0 R.O.W.) <br />- <br />SN. (2.9'W/0 R. 0. W. <br />792 <br />- 509. 70 <br />MON. SN. (5. 8'W/0 R. 0. W.) <br />30.00' <br />50z77x � <br />8.1 5i2.tx,� MATCH EXISTING GRADES AND <br />DRAINAGE PATTERNS <br />I <br />506.95 i 1 <br />507.45 + 51266x <br />507.00 <br />507.50 <br />507.05 I <br />507.55 <br />I <br />Q4 <br />507.10 <br />507 60 <br />53 <br />5p741 ` <br />6C <br />TP 507.15 <br />.03 <br />TC 507.65 <br />45 <br />.95 <br />/ <br />571.71 <br />50737 <br />Dc <br />I I �, <br />Z <br />o <br />5 9r 51 x <br />D. <br />U <br />O <br />o <br />� <br />M. H. 0. 5 E/0 R. 0. W. ) <br />d <br />509.51 x <br />.. <br />R. SW. (0. 2 E/0 R. O. W. <br />I r JU4. <br />TP 507,47±ME <br />i <br />M H 1 <br />TP 507.38 • <br />RIM 507.33 <br />EC: 973.° <br />TP 507 34 <br />�: <br />d ` ' s ° TP 507.24 <br />c. <br />TP 507.40±M E <br />ec5o7.e, <br />�'° <br />95 <br />;ys TP 507.48 <br />P. <br />1 1 s s <br />5072J f 55 <br />f _f <br />CB <br />LOZ38 <br />Tc: 507.6 <br />MHO <br />RIM 506.95 <br />TP 507.01 3 ° <br />�1 <br />08. ox <br />x07.1iA2 <br />RIM 507.19 <br />:.. 5fl� <br />TP507.23±ME�� <br />s <br />507.23iE <br />TC 507.52 <br />TP 507.0 <br />CB 2 <br />RIM 507.00 <br />507 CSO1p33. ....3 �T b.°` 507.2 ° 4 ° 1 S,s•.5 - <br />T�':5os9 _ TP 507.40 <br />❑ RIM 507.11 TP 507.46 I 3 TP 507.50±Mf <br />h <br />0 <br />TP 507.58±M E <br />TC 508.08 <br />,I <br />I <br />5076 <br />C: 506.35� 4W <br />506.. 06.g5O 1 <br />woo <br />woo <br />50 EX SAN MH <br />RIM 507.73 <br />M N'SN GA <br />n� l <br />® <br />5074 074 <br />„ MATCH EXISTING GRADES AND <br />ON R O.W') DRAINAGE PATTERNS <br />O ROW.) <br />PP' 250 R' <br />N/OW) <br />2� <br />SN. (I.6'W/O R.O. W. <br />I <br />`. -11X! <br />8.03±ME 3, <br />B 09 g4 <br />5 <br />Q) <br />0 <br />50 O� <br />507.53 <br />508.8.5 <br />TP 507.85±ME <br />x <br />506.17 <br />W <br />PED. X(3.7'E/0 R. 0. W ) <br />S. P. (2. 2 E/0 R. 0. W. ) <br />BENCHMARKS: <br />REFERENCE BENCHMARK: <br />GRADING NOTES: <br />1. REFER TO C1.11 AND C5.00 FOR EROSION CONTROL NOTES AND DETAILS <br />sevan, <br />ENGINEERING <br />ELEVATION INFORMATION SHOWN HEREON IS BASED ON WASHINGTON GEODETIC SURVEY POINT EV01, <br />WHICH BEARS OF ELEVATION OR 495.317 FEET ON THE NORTH AMERICAN VERTICAL DATUM OF 1988. <br />ELEVATIONS WERE ALSO CONFIRMED THROUGH A CALCULATED OPUS SOLUTION COMPUTED USING <br />GEOID 18. <br />2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN CONFORMANCE WITH THE <br />DRAWINGS AND PROJECT MANUAL, AND WITH LOCAL JURISDICTIONAL AUTHORITY <br />STANDARDS AND SPECIFICATIONS. <br />3. ALL PROPOSED SPOT ELEVATIONS IN PAVED AREAS ARE TO TOP OF PAVEMENT UNLESS <br />Regional office: <br />37704 Hills Tech Drive <br />Farmington Hills, MI 48331 <br />734.367.4445 Telephone <br />NOTED OTHERWISE. <br />4. THE PROJECT SITE SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES, <br />ENSURING NO AREAS OF STANDING WATER. <br />corporate Office: <br />3025 Highland Parkway, Suite 850 <br />Downers Grove, IL 60515 <br />5. THE GENERAL CONTRACTOR SHALL, AT HIS OR HER EXPENSE, RESTORE ANY AND ALL <br />Info@sevansolutions.com www.sevansolutions.corn <br />STRUCTURES, PIPE, UTILITY, PAVEMENT, CURB, SIDEWALK, LANDSCAPED AREA, ETC. <br />DISTURBED WITHIN THE SITE AND/OR ADJOINING PROPERTIES DURING DEMOLITION OR <br />INTEGRITY I RESPECT I TEAMWORK I EXCELLENCE I CHARITY <br />CONSTRUCTION. SUCH FACILITIES SHALL BE RESTORED TO THEIR ORIGINAL CONDITION <br />OR BETTER, TO THE SATISFACTION OF THE AFFECTED OWNER(S). <br />REVISIONS <br />NO. <br />DATE <br />DESCRIPTION <br />6. UNDERDRAINS MAY BE ADDED, IF DETERMINED NECESSARY BY THE GENERAL <br />0 <br />08.18.2020 <br />OWNER REVIEW <br />CONTRACTOR AND AUTHORIZED BY THE OWNER'S REPRESENTATIVE, AFTER SUBGRADE IS <br />ROUGH GRADED. <br />1 <br />09.24.2020 <br />PERMITS <br />7. UNLESS OTHERWISE EXPRESSLY INDICATED HEREON, FINISHED GRADES ARE TO MATCH <br />2 <br />10.23.2020 <br />PERMIT REVISIONS <br />3 <br />11.17.2020 <br />PERMIT REVISIONS <br />ADJACENT EXISTING GRADES. <br />8. ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND THE GENERAL CONTRACTOR IS <br />RESPONSIBLE FOR ALL MEANS, METHODS AND MATERIALS OF CONSTRUCTION TO <br />COMPLETE THE CONSTRUCTION PER THE DRAWINGS AND PROJECT MANUAL. <br />ADDITIONALLY, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE OFF -SITE <br />DISPOSAL OF EXCESS OR UNSUITABLE MATERIAL, AS WELL AS THE IMPORTATION OF ANY <br />BORROW MATERIAL NECESSARY TO COMPLETE THE PROJECT. <br />TG GUTTER GRADE <br />TC TOP OF CURB <br />BW FINISHED GRADE AT WALL <br />FG FINISHED GRADE <br />FL DITCH FLOW LINE <br />BI PUMP ISLAND BOTTOM <br />TI PUMP ISLAND TOP <br />TP TOP OF PAVEMENT <br />RIM UNDERGROUND STRUCTURE RIM <br />TW TOP OF WALK <br />FFE FINISHED FLOOR ELEVATION <br />ME MATCH EXISTING <br />2.0% PROPOSED SLOPE <br />ASPHALT PAVEMENT. <br />CONCRETE PAVEMENT TANK MAT. <br />.P <br />CONCRETE PAVEMENT DISPENSER MAT <br />GRADING AND PAVING LEGEND <br />B.D. <br />BRASS DISK <br />P.S. <br />PARKING SPACE <br />B.SW <br />BACK OF SIDEWALK <br />PED.X <br />PEDESTRIAN CROSSING <br />(C) <br />CALCULATED DATA <br />R.O.W. <br />RIGHT OF WAY <br />C.L. <br />CENTER LINE <br />(R 1) <br />INST. NO. 92062JO250 <br />C.L.F. <br />CHAIN LINK FENCE <br />(R2) <br />INST. NO. 9901215009 <br />C. 0. <br />CLEAN OUT <br />(R3) <br />INST. NO, 200704OJ5002 <br />D.I. <br />DRAIN INLET <br />(R4) <br />INST. NO. 200906185002 <br />G.A. <br />GUY ANCHOR <br />RSR. <br />RISER <br />G.M. <br />GAS METER <br />S.C.O. <br />SEWER CLEAN OUT <br />I.P. <br />IRON PIPE <br />SN. <br />SIGN <br />LS <br />LANDSCAPING <br />T.PED. <br />TELEPHONE PEDESTAL <br />M. C. <br />MONUMENT CASE <br />T.S.P. <br />TRAFFIC SIGNAL POLE <br />M.H. <br />MAN HOLE <br />T.SP.B. <br />TRAFFIC SIGNAL PULL BOX <br />MON.SN. <br />MONUMENT SIGN <br />WM. <br />WATER METER <br />OH. <br />OVERHANG <br />W. V. <br />WATER VALVE <br />P. P. <br />POWER POLE <br />EXISTING LEGEND <br />BLOCK/CONCRETE WALL <br />CONCRETE <br />ASPHALTIC CONCRETE <br />BUILDING LINE <br />HANDICAP PARKING <br />CHAIN LINK FENCE <br />-� <br />LIGHT POLE <br />OVERHEAD WIRE <br />-- <br />STORM DRAIN LINE <br />CONSULTANT <br />SITE SPECIFIC GRADING GENERAL NOTES: <br />THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ANY EXISTING SITE IMPROVEMENTS <br />THAT MAY BE DISTURBED DURING CONSTRUCTION. THIS SHALL INCLUDE, AND IS NOT NECESSARILY <br />LIMITED TO: <br />(A) EXISTING CURB THAT MAY BE DISTURBED DURING INSTALLATION OF VENT STANDS, AIR STANDS, <br />ETC., <br />(B) EXISTING ASPHALTTHAT MAY BE DISTURBED DURING TANK INSTALLATION, <br />(C) EXISTING LANDSCAPING, <br />(D) EXISTING LIGHT STANDARD(S) AND WIRING. <br />SEAL <br />WASHiq�" <br />II CUSTOMER II <br />I PROJECT DESCRIPTION <br />RCC TENANT <br />IMPROVEMENT <br />PROJECT LOCATION <br />SE EVERETT <br />MALL 1 <br />EVERETT, WA 98208 <br />SHEET TITLE <br />GRADING PLAN <br />SHEET MANAGEMENT <br />PROJECT NO,: <br />DATE: 08.18.2020 <br />CAD FILE: C1.30.dwg <br />PROJECT MANAGER: M, PISKO <br />THIS DOCUMENT IS AND SHALL REMAIN THE PROPERTY OF <br />SEVAN MULTI -SITE SOLUTIONS, INC. <br />REPRODUCTION OR ALTERATION OF THIS DOCUMENT WITHOUTTHE EXPRESS& <br />WRITTEN PERMISSION OF SEVAN MULTI -SITE SOLUTIONS, INC. IS PROHIBITED. <br />(NOT PUBLISHED. ALL RIGHTS RESERVED.) <br />COPYRIGHT BY SEVAN MULTI -SITE SOLUI IONS, INC. 2019 <br />C1*30 <br />SHEET NUMBER <br />