CENTER LINE GROUND LINE EXISTING MANHOLE TRUE SCALE SEWER LINES & MANHOLES GAS WATER CULVERT PERMANENT REFERENCE MONUMENT P.R.M.

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2 STANDARD SYMBOLS AND ABBREVIATIONS EXISTING CATCHBASIN OR INTAKE CENTER LINE B/B BACK TO BACK OF CURBS PCC PORTLAND CEMENT CONCRETE EXISTING MANHOLE TRUE SCALE GROUND LINE B/J BACK TO JOINT PL PROPERTY LINE UTILITY POLE SEWER LINES & MANHOLES BC BACK OF CURB TO BACK OF SIDEWALK PAV'T PAVEMENT HYDRANT BR CA. BEGIN RADIUS CABLE PROP. PROPOSED R. RADIUS PERMANENT REFERENCE MONUMENT P.R.M. BENCH B.M. GAS WATER CULVERT CULVERT-PIPE-CROSSING C L CENTER LINE REINF. REINFORCEMENT VALVE CONCRETE REMOVAL C L /B C L/F CO CENTER LINE TO BACK OF CURB CENTER LINE TO FACE OF CURB CURB OPENING REM. REPL. ROW REMOVE REPLACE RIGHT-OF-WAY SIGN LIGHT POLE EXISTING INTAKE TO BE REMOVED CULV. CULVERT RT. RIGHT SECTION CORNER EXISTING MANHOLE TO BE REMOVED DI DIAMETER INCHES S. SEWER MONUMENT IN PLACE ELEC. ELEV. ELECTRIC ELEVATION SAN. SPEC. SANITARY SPECIFICATION TRAFFIC SIGNAL REFERENCE POINT DRIVEWAY LOCATION & ELEV. (IN PROFILE) EM ELECTRIC METER ST. STORM UTILITY METER 5' EASEMENT LIMIT F/F G. FACE TO FACE OF CURBS GAS MAIN STA. STD. STATION STANDARD STOP BOX 6W WATER MAIN HPG HORIZ. HIGH PRESSURE GAS MAIN HORIZONTAL TELE. TCB TELEPHONE TELEPHONE CONTROL BOX LOCATION TO CHECK DEPTH (IN CROSS SECTION) 6G UGC GAS MAIN UNDERGROUND TELE. CABLE/ELECTRIC HMA HOT MIX ASPHALT TYP. TYPICAL BEEHIVE INTAKE SECTION LINE INT. INV. INTAKE INVERT UG. VLF UNDERGROUND VERTICAL LINEAR FEET BORE HOLE WIRE FENCE BOARD FENCE LT. LEFT VERT. VERTICAL SANITARY CLEANOUT ORANGE CONSTRUCTION FENCE MTD MULTI-TELE-DUCT (TELEPHONE) WK. SIDEWALK DETECTABLE WARNING CHAIN LINK FENCE MH. MANHOLE WMA WARM MIX ASPHALT CONTROL POINT TPF TREE PROTECTION FENCE 6W. WATER MAIN SHORELINE OR BANK DB DUCT BANK RAILROAD FO FIBER OPTIC HEDGE, PRIVET, BARBERRY, ROSE, ETC. OHE UNDERGROUND TELE. CABLE TREE EVERGREEN TREE TO BE REMOVED SIGNAL HEAD 7 SIGNAL FACE NUMBER BUSHES SIGNAL HEAD WITH BACKPLATE 7 POLE NUMBER GRASS SIGNAL HEAD - PEDESTRIAN CROSSWALK CONCRETE STOP LINE 7 DETECTOR NUMBER DIRT, CINDER, OR ROCK DRIVE CONCRETE BASE 7 HANDHOLE NUMBER SAND CONTROLLER X R RED LENS RIPRAP MAST ARM WITH SIGNAL HEAD X Y YELLOW LENS MAST ARM WITH SIGNAL HEADS X G GREEN LENS EARTH REINFORCING BARS (IN SECTION) MAST ARM WITH OVERHEAD SIGN X G GREEN LEFT ARROW LENS WIRE MESH LUMINAIRE X Y YELLOW LEFT ARROW LENS SIGNAL LIGHT X G GREEN RIGHT ARROW LENS HANDHOLE X WALK WALK INDICATION EXISTING HANDHOLE X DON'T WALK DON'T WALK INDICATION 7 INDUCTION LOOP DETECTOR QUALITY LEVELS OF UTILITIES ARE SHOWN IN THE PARENTHESES WITH THE UTILITY TYPE AND WHEN APPLICABLE, SIZE. THE QUALITY LEVELS ARE BASED ON THE CI/ASCE -02 STANDARD. PUSH BUTTON DETECTOR QUALITY LEVEL (D) INFORMATION IS DERIVED FROM EXISTING UTILITY RECORDS OR ORAL RECOLLECTIONS. (MAPPING) SERVICE POLE AND POWER SUPPLY LOCATION OF TELEPHONE INTERCONNECT QUALITY LEVEL (C) INFORMATION IS OBTAINED ING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION WITH QUALITY D INFORMATION. QUALITY LEVEL (B) INFORMATION IS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS RIGID STEEL (R.S.) CONDUIT IN TRENCH TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. (ELECTROMAGNETIC SCAN FOR UTILITIES) RIGID STEEL (R.S.) CONDUIT PUSHED QUALITY LEVEL (A) IS HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES OBTAINED ACTUAL EXPOSURE OF EXPOSED SUBSURFACE UTILITIES. (POTHOLING) M M M RIGID STEEL (R.S.) CONDUIT IN MEDIAN 3-5C #14 NUMBER AND SIZE OF CABLE T:\ENG\Design\11\18\005\Drawings\Plan Shts\a02.dgn 04-OCT18 11:11 (5) 3-31 SYMBOLS & ABBREVIATIONS ZLE AJC ZLE NOTES SHEET A.2 FILE NO

3 GROUND B A 1 ALL EXPOSED SURFACES OF DETENTION OUTLET STRUCTURE SHALL BE TEXTURED WITH SPEC FORM LINER #11 DRY STACK FIELDSTONE GROUND 27' 6' 27' ' DETENTION OUTLET WALL 14' PCC GROUND 1 SEE DETAIL C4 SEE DETAIL D8 SEE DETAIL D7.75' ' ' 1 GROUND PCC GABION BASKET MAT 9' 1' 1 14' #5 BARS 12 OC BOTH DIRECTIONS 1 BT-1 JOINT 6 PCC PAVEMENT A ' 6 MODIFIED SUBBASE SEE DETAIL AA7 1' 5' 6 B DETENTION OUTLET STRUCTURE SECTION B-B NOT TO SCALE NOT TO SCALE C-4 CHANNEL (3) HSS STOP LOGS (13) ALUMINUM HSS 6 X 4 X 1/4 X 11' [AA7] 9 6 HSS STOP LOGS ~ AA7 NOT TO SCALE COMPRESSIBLE RUBBER SEAL 1/8 X 3 X 11'-7 [mb7] ADHERE TO W6 X 15 INSIDE FLANGE PER MANUFACTURES SUGGESTED METHODS. 15 TOTAL. 5'-8 WELDED CORNERS SIMPSON STRONG TIE 3/8 X 6 STAINLESS STEEL FLAT PHILLIPS HEAD ALL SLEEVE ANCHORS OR EQUAL. 2 3/8 3 5/ /2 5 1/2 1/ ' HOT DIP GALVANIZED HOT DIP GALVANIZED ALL MATERIAL NOTED THIS SHEET TO BE HOT DIP GALVANIZED AFTER FABRICATION (UNLESS NOTED OTHERWISE) MAKE SURE ALL MATERIALS ARE CLEAN OF MILL SCALE, OILS, & WELD SLAG BEFORE SHIPPING TO GALVANIZER. 2 3/8 3 5/ ' HOT DIP GALVANIZED 8 REMOVABLE ACCESS PLATE. (DOWNSTREAM SIDE OF WALL) ' 6 4 ALUMINUM CHANNEL ~ C-4 NOT TO SCALE COMPRESSIBLE RUBBER SEAL 1/8 X 3 X 11'-7 [mb7] ADHERE TO BOTTOM EDGE OF STOP LOGS. 5 TOTAL PROVIDE PORTING AND LIFTING HOLES AS REQUIRED PRIOR TO SHIPPING TO GALVANIZER. BENT PL STORAGE CHANNEL ~ D7 STOP LOG REMOVABLE ACCESS PLATE ~ D CONCRETE WALL NOT TO SCALE NOT TO SCALE SECTION A-A NOT TO SCALE T:\ENG\Design\11\18\005\Drawings\Plan Shts\B-Sheets.dgn 04-OCT18 16:02 (5) 3-31 DETENTION OUTLET STRUCTURE DETAILS ZLE AJC ZLE NOTES SHEET B.1 FILE NO

4 PROPOSED GROUND RETAINING WALL ' 3 1 4' IDOT AGGREGATE GRADATION NO. 3 3' PLACEMENT OF FIELD STONE BOULDERS AS DIRECTED PARKS DEPARTMENT (TYP) ' ' 6 IDOT AGGREGATE GRADATION NO. 5 SHORELINE TYPICAL NOT TO SCALE ALCOVE TYPICAL NOT TO SCALE T:\ENG\Design\11\18\005\Drawings\Plan Shts\B-Sheets.dgn 04-OCT18 11:13 (5) 3-31 POND DETAILS ZLE AJC ZLE NOTES SHEET B.2 FILE NO

5 TOP OF WALL ELEV. =.04 TOP OF WALL ELEV. = ' 8.33' 8 4' 8 NOTES: 1. TOP OF STRUCTURE SHALL REMAIN OPEN. SEE THE TRASH RACK DETAIL. 2. WALLS AND BASE SHALL BE CONSTRUCTED AS SHOWN IN SUDAS FIGURE SW-3 DEEP WELL STORM SEWER MANHOLE. 3. ANGLE IRON FOR INT-1 TRASH RACK SHALL BE GALVINIZED. 7' TOP OF WALL ELEV. = TOP OF WALL ELEV. = ' 8 ONE SIDE OPEN INT-1 PLAN DETAIL #4 12 SPACING HORIZONTALLY #4 6 SPACING VERTICALLY (TYP.) EXAMPLE OF WELDED TRASH RACK ANGLE TO GUIDE ANGLE (TYP.).04 #4 12 SPACING HORIZONTALLY #4 6 SPACING VERTICALLY (TYP.).04 OPEN TOP SEE TRASH RACK DETAIL 10 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1/4 TYP ONE SIDE OPEN 4' INV. ELEV. =.04 ONE SIDE OPEN WITH REBAR 2 X 2 X 3/16 TRASH RACK ANGLE (TYP.) 1' 8 5' X 5' STORM SEWER BOX OUTLET 2 X 2 X 3/16 GUIDE ANGLE (TYP.) 7' #4 BARS SPACED 12 OC 1' ANCHOR GUIDE ANGLE TO CONCRETE WALL WITH 6 X 1/2 DIA. ANCHOR BOLTS AT EACH END (TYP.) 9' 8 8 5' X 5' STORM SEWER BOX OUTLET ' ' INT-1 TRASH RACK DETAIL INT-1 SECTION DETAIL INT-1 SECTION DETAIL T:\ENG\Design\11\18\005\Drawings\Plan Shts\B-Sheets_Zach.dgn 04-OCT18 11:19 (5) 3-31 AREA INTAKE DETAILS ZLE AJC ZLE NOTES SHEET B.3 FILE NO

6 RCP RCP 1' 17.92' 1' 4' 3.03' 4' 1' ' 10.79' ' 3' 10.' 1' 1' 1' ' 6.83' EXISTING RCP EXISTING TWIN RCP.25' PROPOSED TWIN RCP EXISTING RCP SUMP MANHOLE MH-1 PLAN DETAILS 1' 3' 1' REMOVE EXISTING TWIN PIPE TO PROPOSED MANHOLE MH-1 PROFILE T:\ENG\Design\11\18\005\Drawings\Plan Shts\B-Sheets_Zach.dgn 04-OCT18 11: (5) 3-31 MANHOLE DETAILS ZLE AJC ZLE NOTES SHEET B.4 FILE NO

7 ESTIMATE REFERENCE NOTES 1 CLEARING AND GRUBBING: Bid item includes clearing and grubbing as included on the R plan sheets. Clearing and grubbing will be marked out and approved by the City prior to beginning of clearing operations. Contractor shall take care to protect all trees and vegetation that will remain. Payment will be for the lump sum of clearing and grubbing completed. 2 CLASS 10 DREDGING: Bid item includes dredging, cut, removal of material, and grading required to construct the work as shown in the plans for the MacRae Park Pond south of Bancroft Street. Any methods, tools, equipment, and labor required to complete the excavation, which do not have an identified bid item, shall be incidental to this bid item. Quantity includes 12,000 CY of cut. The excess material will become the property of the contractor to remove and dispose of according to the applicable laws and regulations. Disposal of any misc. items discovered in the bottom of the pond shall be the contractor's responsibility and be incidental to this bid item. Payment will be for the contract quantity and will not be based on truck counts or field measurements. Contractor shall satisfy themselves with the unit price for the earthwork required. City Survey will survey bottom of dredged surface to determine when contractor has completed dredging to the planned grades. 3 DEWATERING: Bid item includes all pumping operations and other methods used to remove water from the pond to allow for dreding and excavation of material. The contractor will be responsible for management of the incoming water during the dredging of the pond. Any methods, tools, equipment, and labor required for management of the water flows shall be included in this bid item. 4 CLASS 10 GRADING: Bid item includes grading required to construct the work as shown in the plans north of Bancroft Street. A different City contract will be disposing of material to use for the fill of the area north of Bancroft. This contract will move the dirt and fill to grades shown in the plans. Any methods, tools, equipment, and labor required to complete the grading shall be incidental to this bid item. Payment will be for the contract quantity and will not be based on truck counts or field measurements. Any coordination with the other contract providing the fill shall not be grounds for any additional payment. 5 OFF-SITE TOPSOIL: Bid item includes 6 depth of topsoil placed prior to seeding and sodding on disturbed areas. Payment will be for the CY of topsoil imported and placed on site. This bid item will be used only in areas where erosion has taken place and fill was placed. 6 SURFACING, TEMPORARY STABILIZATION ROCK: Bid item includes any type of rock used to firm up ground for access paths into the pond for the removal of the material. Any rock placed shall be removed from the pond after dredging is complete. Payment will be for the amount of material installed and removed per tickets. 7 SUBGRADE TREATMENT, GEOGRID: Bid item includes subgrade treatment under subbase for pavement in detention area where needed to treat bad subgrade. Treatment will be completed on an as needed basis. Locations for use should be coordinated with and approved by the City Engineer prior to installation or payment will not be made. 8 MODIFIED SUBBASE: Bid item includes subbase under pavement construction in bottom of detention area. 9 REMOVAL OF HEADWALL: Bid item includes removal of headwall of existing outlets from MacRae Pond. See R sheets for more details. 10 REMOVAL OF OUTLET STRUCTURE: Bid item includes removal of headwalls, culverts, and retaining walls that exist for the outlet of existing detention area. See R sheets for more details. 11 STORM SEWER, RCP, 15 DIA.: See tabulation sheet C.3 and plan sheet M.1 for more details. 12 STORM SEWER, RCP, DIA.: See tabulation sheet C.3 and plan sheet D.2 for more details. 13 APRON, RCP, DIA.: See plan sheet D.2 for more details. Bid item shall include the footing for the apron. 14 REMOVAL OF STORM SEWER, DIA.: 15 REMOVAL OF STORM SEWER, DIA.: Bid item includes removal of storm sewer as shown on the R sheets. See tabulation sheet C.3 for additional information. 16 ABANDON STORM SEWER, LESS THAN DIA.: Bid item includes abandonment of storm sewers as shown on the R sheets. Abandonment includes filling of the existing storm sewers with flowable mortar. Excavation to expose the storm sewer for filling and abandonment as shown on the R sheets shall be included in this bid item. See tabulation sheet C.3 for additional information. 17 MANHOLE, SW-4, MODIFIED SIZE: See tabulation sheet C.3, detail sheet B.4, and plan sheet D.2 for more information. 18 MANHOLE, SCICLONE: Bid item includes the installation of a SciClone manhole structure. The removal of existing pipe and connections of the existing pipe to the manhole shall be incidental to this bid item. Device shall be manufactured by Bio Clean Environmental Services, Inc., Corporate Headquarters, 8 Via El Centro, Oceanside, CA 9. Components included in the sciclone shall be a flow splitter, oil/floatables skimmer, and outlet weir. All components shall be connected as per the manufacturer's instructions. The contractor shall submit submittal from Bio Clean to Engineer for approval prior to purchase and installation. See tabulation sheet C.3 and plan sheet M.2 for additional information. 19 INTAKE, SW-1: See tabulation sheet C.3 and plan sheet M.1 for more information. INTAKE, AREA, SW-3 MODIFIED: See tabulation sheet C.3, detail sheet B.3, and plan sheet D.2 for more information. 21 CONNECTION TO INTAKE: Bid item includes connection to existing intake as shown on plan sheet M.1. T:\ENG\Design\11\18\005\Drawings\Plan Shts\C-Sheets.dgn 04-OCT18 16:09 (5) 3-31 ESTIMATE QUANTITIES & REFERENCE NOTES ZLE AJC ZLE NOTES SHEET C.1 FILE NO

8 ESTIMATE REFERENCE NOTES (CON.) GENERAL NOTES: REMOVAL OF INTAKE: Bid item includes removal of intake as shown on R sheets. Intake will be removed to elevation under proposed new intake. Existing intake structure under proposed intake bottom can be filled with flowable mortar instead of removing entire intake. Filling of intake shall be included in this bid item. See tabulation sheet C.3 for additional information. 23 PAVEMENT, PCC, 6: Bid item includes pavement for bottom of detention area. UTILITIES: The contractor shall coordinate his work with the utility companies with respect to relocating and constructing their facilities. Forty-eight () hours before construction call: Iowa One Call for utility locations, phone number Before starting storm sewer construction, the contractor shall excavate all utilities which will be encountered. The surveyor shall obtain elevations of the utilities and notify the Project Engineer. FULL DEPTH PATCH: Bid item includes full depth patch for intake replacement. Match existing pavement section with a minimum pavement section of 6 thickness of HMA. See plan sheet M.1 and R.2 for more information. 25 TRAFFIC CONTROL: Bid item includes all traffic control signs, CMS, equipment, labor, and maintenance of all traffic control items as required on plan sheet J.1. The Contractor shall be responsible for following the guidelines of each utility in protecting their facilities. The cost of staging construction for utility installation, and providing temporary supports for all utilities with assistance from affected utility company, and all other delays or costs involved in coordinating with utilities shall be included in and considered incidental to the contract bid price; and no additional compensation shall be allowed. SEEDING, FERTILIZING, AND MULCHING, TYPE 4: 27 SEEDING, FERTILIZING, AND MULCHING, WETLAND SEEDING: SEEDING, FERTILIZING, AND MULCHING, NATIVE GRASS AND FORBS SEEDING: Bid items include seeding and stabilization for disturbed areas after grading is completed. Seeding requirements are: 1. Stabilize w/ Type 4 and fiber mulch. 2. Allow Type 4 and exposed weed seedbed to germinate and grow out. 3. Mow back to 4 in height. 4. Allow for 1 week of regrowth. 5. Apply broad spectrum, non-residual, aquatic compliant herbicide. 6. Minimum 1 week rest period after herbicide application. 7. Seed with native species and rake in to provide good seed to soil contact (no fertilizer with native seeding). Disturbed banks around the pond/detention area will use wetland seeding mix. Disturbed areas north of Bancroft Street will use native grass and forbs seeding mix. 29 STORMWATER POLLUTION PREVENTION: Bid item shall include development and management of the SWPPP, which shall be submitted to the Project Engineer for approval prior to the start of construction. Bid item shall also include inspections required, fees and costs, permit application, and other related work required for a NPDES General Permit No. 2. Any erosion control measures that are needed to comply with NPDES General Permit No. 2 which do not have an identified bid item shall be incidental to this bid item. See Special Provisions for more details. The contractor shall exercise all due caution and use construction methods and equipment to complete the work without damaging utilities. The exact location and elevation of all utilities shall be determined by the contractor at the time of construction. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plan may be present. INSPECTION: The contractor shall contact the Principal Construction Inspector for the City of Des Moines Engineering Department (3-77) hours before beginning construction. LIMITS: The contractor shall not disturb desirable grass areas and desirable trees outside the project limits. The contractor will not be permitted to park or service vehicles and equipment or use these areas for storage of materials. Storage, parking and service area(s) will be subject to the approval to the Project Engineer. Any disturbed areas outside of the project limits shall be restored at the contractor's expense. PROGRESS OF WORK: The contractor shall schedule his work and the work of his subcontractors in such a manner that will ensure a minimal amount of inconvenience to the abutting property owners or park users. Final grading and restoration shall follow completion of the work as soon as possible. If the engineer determines the progress of the work is unsatisfactory, partial payments will be withheld in full or part until satisfactory progress is made. FINAL INSPECTION: The contractor will be required to have a representative at the final inspection and will be responsible to open all manholes and intakes for inspection by City personnel. FILTER SOCK, 9 IN. DIA.: Bid item is for use to comply with the requirements of the SWPPP. Project Engineer may require additional filter sock placement as needed or modify the original design as required. SAWCUTTING PAVEMENT: In order to avoid any unnecessary surface breaks or premature spalling, the Contractor is cautioned to exercise extreme care when performing any of the necessary saw cutting operations for the proposed pavement removal. 31 RECP, TYPE 3, WOOD EXCELSIOR MAT: Bid item includes installation along the slopes around the pond or greater. Coordinate final locations with the City Engineer. ABANDONED UTILITY LINES: All removal and disposal of abandoned utility lines including gas mains, water mains, telephone conduits, service lines, etc., required to complete the work shall be incidental to this project. RIP RAP, CLASS D: Bid item includes the placement of a rip rap apron according to SUDAS Specification Figure See plan sheet D.2 for more details on locations of installation. Removal and disposal of any material to construct the rip rap apron shall be included in this bid item. WASTE SITES: It shall be the contractor's responsibility to provide waste areas or disposal sites for excess material (excavated material or broken concrete) which is not desirable to be incorporated into the work involved on this project. No payment for overhaul will be allowed for material hauled to these sites. No material shall be placed within the right of way, unless specifically stated in the plans or approved by the Engineer. 33 GABION MAT: Bid item includes the installation of gabion mat at outlet of detention structure. See plan sheet D.1 and D.3 for additional information. EXISTING STORM SEWER REMOVAL: Existing storm sewer that is designated to be removed shall be removed only when the construction has progressed to that location. Drainage shall be maintained at all times. MODULAR BLOCK RETAINING WALL: Bid item includes the placement of modular block retaining walls at alcoves for the pond. The type of block shall be kingstone pattern. See Technical Specification on Modular Block Retaining Wall for more information. See plan sheets B.2, D.3, and D.4 for additional information. OUTLET STRUCTURE: Bid item includes all tools, equipment, materials, and labor to construct outlet struction as per plan sheets. See detail sheet B.1 and plan sheets D.1 and D.3 for additional information. All exposed surfaces shall be textured using SPEC Form Liners #11 Dry Stack Fieldstone. AGGREGATE, ALCOVE BASE: Bid item includes aggregate for the bottom of the alcoves in the pond. Bid item shall be IDOT aggregate gradation no. 5. Placement shall be 6 thickness of aggregate. Coordination with Parks Department to pick up and place field stone boulders in alcoves and over gabion basket mat shall be incidental to this bid item. Follow Parks Department directions for location of field stone boulders. TREE PROTECTION FENCE: TREE TRUCK PROTECTION: See R sheets for proposed locations of tree protection fence and tree trunk protection. Refer to the Supplemental Specification for Tree Protection in the contract documents. TRAFFIC SIGNS: The contractor shall not remove any City of Des Moines traffic control signs. If a sign must be removed for any phase of construction, it will be removed, relocated and reset, upon notification from the contractor, by personnel from the City of Des Moines. DISPOSAL OF BITUMINOUS MATERIAL: Unless otherwise directed or authorized, all asphaltic cement concrete and other bituminous materials which are not specifically addressed or described in the plans shall become the property of the contractor. The contractor in accordance with current rules and regulations of the Iowa Department of Natural Resources may: 1. With the approval of the engineer, blend or otherwise process the material for use with shoulder or special backfill aggregate, for use on the project. 2. With the approval of the engineer, place with material in areas designated by the engineer as soil aggregate subbase without extra charge. 3. Remove the material from the project and stockpile for the contractor's future use. SCHEDULE: The Contractor shall provide a schedule to the City's Project Engineer 7 calendar days prior to construction in order to assist in project tracking. The Contractor shall keep engineer updated as the schedule changes. EROSION PROTECTION: Keep dirt and debris deposited by construction activities off of adjacent roadway and sidewalks. Use all means necessary to control dust spreading from all work and staging areas. Dust control measures shall be in accordance with applicable specifications, and shall be incidental. T:\ENG\Design\11\18\005\Drawings\Plan Shts\C-Sheets.dgn 04-OCT18 16 (5) 3-31 ESTIMATE REFERENCE NOTES & GENERAL NOTES ZLE AJC ZLE NOTES SHEET C.2 FILE NO

9 T:\ENG\Design\11\18\005\Drawings\Plan Shts\C-Sheets.dgn 04-OCT18 14:12 (5) 3-31 TABULATIONS ZLE AJC ZLE NOTES SHEET C.3 FILE NO

10 F.O.T. FO bandoned E T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets.dgn 04-OCT18 12: bandoned A d Abandone A d Abandone bandoned Abandone A d (5) 3-31 SHEET ZLE AJC FILE NO. ZLE NOTES 1800 Abandoned Abandoned 18 TR 12 TR 10 TR TR TR 8 TR 8 TR 8 TR 6 6 TR TR 6 TR 12 TR 6 TR STMH 10 TR SSMH 15 TR 6 TR 12 TR 12 TR 10 TR 12 TR 10 TR 12 TR 12 TR 8 TR 6 TR 6 TR 8 TR 10 TR 10 TR 8 TR 8 TR 12 TR STMH 8 TR 10 TR 10 TR 8 TR 6 TR 6 TR 6 TR 10 TR 8 TR 10 TR 8 TR 8 TR 10 TR 15 TR SSMH WATER LEVEL 6 THICK PCC PAVEMENT WITH MODIFIED SUBBASE DETENTION OUTLET STRUCTURE EXISTING SURFACE GABION MAT PROPOSED DREDGED SURFACE 1 = 80' SW 9TH ST EXISTING SURFACE WATER LEVEL PROPOSED DREDGED SURFACE POND PLAN & PROFILE D BANCROFT ST 8+00 N

11 T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 12: TR 6 TR 6 TR 6 TR 8 TR 10 TR 8 TR 10 TR 15 TR 8 TR 6 TR 8 TR 12 TR 10 TR 6 TR 10 TR STMH 12 TR 8 TR 12 TR 12 TR 12 TR 10 TR 8 TR 6 TR 6 TR 8 TR 10 TR 10 TR 8 TR 8 TR TR 12 TR 6 6 TR TR 6 TR 12 TR 10 TR 10 TR 10 TR TR 8 TR 8 TR 8 TR 6 TR 12 TR TR 12 TR 10 TR 10 TR 8 TR 15 TR GRADING LIMITS MH-1 P-1 P-2 RIP RAP APRON APRON FOOTING RIP RAP APRON 1 = ' 0 TWIN 1.0% P-1, P-2 RIM = REMOVE EXISTING TWIN OUTLET PIPES TO MH-1 MH % SSMH (5) GRADING LIMITS STUMP STUMP 8 ZLE AJC ZLE OUTLET PLAN & PROFILE SHEET D.2 FILE NO N INT-1 CONNECT TO EXISTING STORM BOX INT-1 STMH STMH NOTES

12 T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets.dgn 04-OCT18 19 ZLE ZLE AJC FILE NO. SHEET NOTES (5) bandoned A d Abandone bandoned A d Abandone bandoned A d Abandone D.3 GRADING PLAN ALCOVE ALCOVE SW 9TH STREET 1 = ' 0 N PAVEMENT 6 PCC LIMITS GRADING LIMITS GRADING WALL NO. 1 RETAINING MH-2 WALL NO. 2 RETAINING GABION MAT STRUCTURE OUTLET DETENTION LIMITS GRADING LIMITS GRADING

13 F.O.T. 57 E T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets.dgn 04-OCT18 12: (5) 3-31 STMH 10 TR STMH SSMH ZLE AJC ZLE NOTES SHEET D.4 FILE NO TR TR TR 8 TR 8 TR 8 TR 6 TR 12 TR 12 TR 6 6 TR TR 6 TR 12 TR 12 TR 12 TR 12 TR 8 TR 6 TR 6 TR 8 TR 10 TR 8 TR 8 TR 10 TR 8 TR 6 TR 6 TR 6 TR 6 TR 8 TR 10 TR 8 TR SSMH 10 TR 10 TR 10 TR 12 TR 10 TR 10 TR 15 TR Abandoned Abandoned 57 FO Abandoned N WALL NO. 2 RETAINING GRADING LIMITS GRADING LIMITS RETAINING WALL NO. 3 SW 9TH STREET 1 = ' 0 ALCOVE P INT BANCROFT STREET GRADING PLAN GRADING LIMITS P-1 MH-1 P-2 57 GRADING LIMITS

14 T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 12: N SSMH 12 TR STMH 10 TR 15 TR INT-2 GRADING LIMITS P-1 MH-1 P-2 P-3 (5) TR 12 TR 10 TR 10 TR 8 TR 8 14 SSMH 14 6 TR 12 6 TR TR 10 TR 10 8 TR 8 TR 10 TR 12 SSMH 12 TR 8 TR 12 TR 12 TR 12 TR 8 TR 6 TR 6 TR 8 TR 8 10 TR 10 TR 8 TR 8 TR 10 TR 10 TR 8 TR 6 TR 6 TR 6 TR 6 TR MH TR TR TR 12 8 TR 8 TR 8 TR 6 TR 12 TR 12 TR 6 6 TR TR 6 TR 12 TR 10 TR 10 TR 10 TR 8 TR RIP RAP APRON STUMP STUMP GRADING LIMITS GRADING LIMITS INT-1 1 = ' 0 GRADING PLAN STMH ZLE AJC ZLE SHEET D.5 FILE NO SSMH STMH NOTES

15 TRAFFIC CONTROL NOTES: SIGN LEGEND Local traffic to adjacent properties shall be maintained as per SUDAS Section 1070, Part 2 - Responsibilities to the Public. All traffic control signs shall be the contractor's responsibility. 1 The contractor shall coordinate traffic control with other projects in the area if necessary. Plans. Traffic control shall be in accordance with IDOT Standard Road Engineer shall approve traffic control installed for each location. For additional information, refer to the 09 Manual on Uniform Traffic Control 2 ROAD CLOSED ROAD CLOSED AHEAD Devices. AS OM TH CK BE RD R11-2 The lump sum bid item for Traffic Control shall include all costs for traffic control measures during construction for this project. X All traffic control devices W-3 shall be furished, erected, maintained, and removed by the contractor. LIMITS X Traffic control devices, procedures, layouts, signing, and pavement markings installed within the limits of the project shall conform to the Manual on Uniform Traffic Control Devices for Streets and Highways as adopted by the Iowa BA NC RO FT SYMBOL LEGEND Department of Transportation per 761 of the Iowa Administrative Code (IAC) Chapter 1. TEMPORARY TRAFFIC SIGN All traffic control signs shall be placed a minimum of two (2) feet clear of the TYPE III BARRICADE ST 2 back of curb or outside edge of shoulder where possible. All road closure barricades shall be installed by the contractor and approved by the engineer prior to closing the road. All signs shall be post mounted unless noted or otherwise approved by the engineer. 1 Proposed sign spacing may be modified, as approved by the engineer, to meet existing field restrictions, or to prevent obstruction of the motorist's view of permanent signing. Proposed changes in the traffic control plans shall be reviewed with the engineer before changes are made. LIMITS The layout does not include all barricades as may be required by the Manual on Uniform Traffic Control Devices. All Stop and other regulatory signs shall not be disturbed. Permanent signing that conveys a message contrary to the message of the temporary signing not appicable to the working conditions shall be covered by the contractor as approved by the engineer. If the contractor and engineer determine a sign must personnel from the City of Des Moines. 9TH ST be removed for any phase of construction it shall be removed and relocated by The contractor shall notify Mark Dakovich, at (5) 8-19 a minimum of two business days in advance for sign removal, relocation, and reset. Work shall be completed by city personnel only. MACRAE PARK SW Any temporary regulatory signs are to be provided, located, and maintained by the contractor. All contractor furnished traffic control and fixed, post mounted, traffic control signs used on this project shall be sheeted with high-visibility prismatic reflective sheeting (Type III or higher). Type C steady burn warning lights are not required for vertical panels, barricades, and drums when these traffic control devices are sheeted with high-visibility prismatic reflective sheeting (Type III or higher). The contractor shall properly clean all surfaces and eliminate all unsafe conditions prior to removing traffic control devices. The contractor shall furnish the engineer with names and telephone numbers of individuals responsible for the maintenance of traffic control devices and signing. The individual(s) shall be available for corrective action hours a day, 7 day a week. 1 The contractor shall notify the engineer of street or lane closure two (2) weeks prior to the closure. A CMS shall be placed as shown in the plan one (1) week prior to closure of the roadway. The contractor shall coordinate closure with the engineer to ensure the above deadlines are acheived. Staging area will be allowed along the closed portion of the roadway. 2 No staging of materials or equipment will be allowed in the park off of paved surfaces. C M S Pedestrian Traffic Control: Pedestrian path closure barricades shall be placed at the beginning and end of sidewalk construction areas within each stage. Barricades shall be placed regardless of whether an existing paved path is present or not. DAVIS AVE Method of Measurement and Basis of Payment: No field measurement shall be made for the traffic control bid item. The ZLE T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 16: AJC ZLE NOTES 1800 contractor shall be paid the lump sum bid amount for traffic control (5) 3-31 TRAFFIC CONTROL PLAN & NOTES SHEET J.1 FILE NO

16 FULL DEPTH PATCH N 0+00 P-3 CONNECT TO EXISTING INTAKE INT SSMH EX. INTAKE CONNECT TO EXISTING INTAKE INT-2 P %.61 REMOVE TOP OF EXISTING INTAKE FILL EXISTING INTAKE WITH FLOWABLE 1 = ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 13: (5) 3-31 STORM SEWER PLAN & PROFILE ZLE AJC ZLE NOTES SHEET M.1 FILE NO

17 MH-2 SW 9TH STREET N 1 = ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 13: 0 10 (5) 3-31 SCICLONE MANHOLE PLAN ZLE AJC ZLE NOTES SHEET M.2 FILE NO

18 TREE PROTECTION FENCE TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK BEING STARTED OR COMPLETED ON THE. EQUIPMENT OR MATERIALS SHALL NOT BE PARKED OR STAGED UNDER THE DRIPLINE OF RETAINED TREES, AS DEFINED THE OUTERMOST CIRCUMFERENCE OF A TREE CANOPY WHERE WATER DRIPS FROM AND ONTO THE GROUND. SEE TREE PROTECTION SUPPLEMENTAL SPECIFICATION. INSTALL TREE TRUNK PROTECTION REMOVE HEADWALL BID ITEM 10 REMOVE CULVERTS BID ITEM 10 REMOVE HEADWALL BID ITEM 10 IF EQUIPMENT OR MATERIALS IS FOUND STORED IN DRIPLINE OF TREES, THE CONTRACTOR WILL BE CHARGED DAMAGES AS NOTED IN THE SUPPLEMENTAL SPECIFICATION. Abandoned E REMOVE RETAINING WALL BID ITEM 10 A d Abandone bandoned A d Abandone bandoned INSTALL TREE TRUNK PROTECTION A d Abandone bandoned INSTALL TREE TRUNK PROTECTION PROTECT STORM OUTLET GRADE TO DRAIN (INCIDENTAL) INSTALL TREE TRUNK PROTECTION INSTALL TREE TRUNK PROTECTION INSTALL TREE TRUNK PROTECTION INSTALL TREE TRUNK PROTECTION INSTALL TREE TRUNK PROTECTION SW 9TH STREET REMOVE SECTION OF PIPE TO INSTALL MH-2 N 1 = ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 16: 0 25 (5) 3-31 REMOVALS ZLE AJC ZLE NOTES SHEET R.1 FILE NO

19 F.O.T TR 12 6 TR TR 10 TR 6 TR T:\ENG\Design\11\18\005\Drawings\Plan Shts\D-Sheets_Zach.dgn 04-OCT18 16:27 FO Abandoned 15 TR Abandoned E 10 TR 8 TR 10 TR 10 TR 6 TR 6 TR 8 TR 6 TR 6 TR 6 TR 8 TR 10 TR 10 TR 8 TR 8 TR 12 TR 10 TR 10 TR 8 TR 6 TR 6 TR REMOVE STORM OUTLET INSTALL TREE TRUNK PROTECTION INSTALL TREE TRUNK PROTECTION REMOVE STORM PIPE AS NEEDED (INCIDENTAL) 12 TR 8 TR 12 TR 6 6 TR TR 6 TR 12 TR 10 TR 10 TR 12 TR ABANDON PIPE 6 TR 12 TR PIPE REMOVE INTAKE TOP ABANDON ABANDON PIPE 12 TR 8 TR N TR TR TR TR 8 TR 8 TR 18 TR 12 TR 10 TR 10 TR EXPOSE PIPE TO ENSURE PIPE FULLY FILLED FOR ABANDONMENT 8 TR BANCROFT STREET TREE PROTECTION FENCE TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO ANY WORK BEING STARTED OR COMPLETED ON THE. EQUIPMENT OR MATERIALS SHALL NOT BE PARKED OR STAGED UNDER THE DRIPLINE OF RETAINED TREES, AS DEFINED THE OUTERMOST CIRCUMFERENCE OF A TREE CANOPY WHERE WATER DRIPS FROM AND ONTO THE GROUND. SEE TREE PROTECTION SUPPLEMENTAL SPECIFICATION. IF EQUIPMENT OR MATERIALS IS FOUND STORED IN DRIPLINE OF TREES, THE CONTRACTOR WILL BE CHARGED DAMAGES AS NOTED IN THE SUPPLEMENTAL SPECIFICATION. PAVEMENT REMOVAL FOR FULL DEPTH PATCH REMOVE PIPE REMOVE PIPE REMOVE HEADWALL BID ITEM 9 1 = ' TR 8 TR (5) 3-31 SW 9TH STREET MH STUMP REMOVALS STUMP 12 8 ZLE AJC ZLE SHEET R.2 FILE NO MH THOMAS BECK ROAD NOTES

20 -.0' % -29.5' ' ' ' '.00.0'.73 7: ' '. 2.5% 1.5%. -7.9' % 6.0' '.67 7: ' % 9.6' % 7:1 21.6' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13: (5) 3-31 DETENTION CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.1 FILE NO A

21 -.3' '.17.2'.00.2' '.00 4:1 7:1-29.4' ' ' ' '.00 4:1 -.1'.00.7'. 4:1.1' :1.9' ' ' ' ' ' ' '.00 9:1 -.0' '.00.6' '.00.4'.00 4:1-14.7' ' -4.0' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13: (5) 3-31 DETENTION CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.2 FILE NO B

22 -65.8' ' % 8:1 -.8' % -25.2'.01.2'.00.8'.00.3' %.1'.00 4:1 8:1-13.8' ' % 8.9'.00 4: ' '. -.1' 4.1% 6.1% ' 4: ' '.00.8'..4' '.00.1'. 10:1 59.6' ' -61.7'.00 8:1 -.3'.33.3'.00.3'.00.8' :1 3.3% -.7' ' ' '.00.9' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13:57 (5) 3-31 DETENTION CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.3 FILE NO

23 -.3'.00.6' '.00.8'.00 4:1.5' ' 14.9' '.00 7:1 -.1'..2' 4: '. 7:1 4: ' % 8.8'.00 4:1.6'..4'.00 4:14:1.9'. 7: ' '. 9: T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13: (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.4 FILE NO A

24 -.9' ' ' ' '.00.5' ' '..00.5' ' ' '.72.0' ' ' ' 5.2' ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13: (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.5 FILE NO B

25 -29.6'.02.7'.00.2'.74 4:1-18.9'. 9.1% ' % 7.0'.00.0' 19.1'..00 8:1 4.2% 4.0%.6' 1: ' ' ' ' 16.1' '. 6.5%.7'.61.9' '.65.7' ' '.00 4:1.7' ' ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 13:59 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.6 FILE NO C

26 -.8'.00.2'.00 8:1 -.5' ' -2.5' :1 15.8'.00.7'. 8: ' ' '. 8.3% ' 10.4' :1 21.9' % ' ' ' ' -0.2' ' % 25.8'.00 9:1.7'.57 2:1.3' % T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:00 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.7 FILE NO D

27 79.6'. 91.1'. 9.2%7:1 -.0' ' ' '.00 7:1.00.0' '.00.9' %10:1 59.3' 1: '.00.4' '. 4:1 -.5'.61 9: '.00.4'.00.2' '.00.1' ' ' ' '.00.8'.27 10:1 4: T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:00 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.8 FILE NO E

28 125.6' % 1.3' ' ' % -.0' '.00.0' %.3'. 63.9'.5' % 2.8% 3.6% 78.4'. 90.1'. 2.2% 100.8'.71 4: ' ' '.00 4: ' -61.5' ' % -.3' '.00.0'.00.0'.00 7:1.6'.96 2:1 3.8% 6.8% 67.8' '. 1.3% 2.5% 105.1' '.00 4:1 -.7'. -.8'. 7.3% '.00.1' % 6.2%.9' ' 69.8' % 3.7% T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:01 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.9 FILE NO F

29 1.0'.23.9' '.27 4: ' % 117.4'.00 9:1 -.7' '.09 9:1.5'..57.1' 4.2' % 0.4% 15.1' % 10:1 27.6'.14.8'.. 9.0% 8.4%.3' ' % 5.6% 80.9' ' '.00 4:1 -.0' % -27.6' '.87 8: %.7' 18.5' % 9:1.4' % 57.3' 67.7'.05. 4:1 4:1 4:1 93.0' 78.8' % 9:1 1: ' % 1: ' '. -.0'.00.5'. 7:1 73.0' '. 3.0% 7:1 96.2' ' ' '. 6.6% '.00.3' 31.1' % 6.2%.7'.00 2:1 0.0% 108.8'.00 1: T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:02 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.10 FILE NO G

30 -79.2' ' ' ' ' 71.9' :1 -.0' ' ' '. 21.5' '.00.1'.95 10:17.1% 2.4% 0.0% 2.5% 2.5% ' ' '.00 8:1 7:1 -.7' ' % 5.2%.0' 5.3' 16.9' % 7.0%.3'.69 9:1 79.0' 68.2' % 90.5' ' % 115.5'.00 4:1 4:1-69.7' ' '.00 8:1 -.6' ' ' ' %.7'.5' %.3' '. 10:1 10:1 9:1 6.6% 77.1' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:03 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.11 FILE NO H

31 -83.3' ' ' ' % 3.2% ' 11.9' ' % 79.0' 67.1' '.09 9:1 10:17.7% 4: ' '. -.1'.00 9:1 -.1' ' % -21.7' ' -9.7' 11.5' % 6.3%.2' ' % 6.7% 7.6% 8.2% 104.4' ' ' ' ' ' '.00 8:1 -.0' ' 15.8' 27.1'.7' 0.7' % 6.8% 4.0% 2.8% 1.6% 8.5% 8.7% T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:03 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.12 FILE NO I

32 78.9'. -.2' ' ' '.17 8:1 9:1-23.9' ' -1.6' :1 1.8% 1.5% 21.4' 8.5'.. 3.5% 33.2'. 9:17:1.0'.8' % 7:1 2: ' % -63.8'. 81.9' ' ' 61.0' ' 7.7%.00 7:1-27.6' ' % '.08.8' 15.7' % 7.2% 7: '.00.4'.19.3' ' ' '. -.4' % -21.6' %.7' 19.8' %.2'.76 8:1 7:1 8.8% T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:04 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.13 FILE NO J

33 .7'..8' % 5.5% 4.8% 65.9' ' '. 4:1 4:1 -.8' ' ' 5.3' '.17 4: '. -.6' '.00 4:1 -.3' ' 5.1' % 0.9% 2.0%.4' 17.4' % 5.9% 5.1%.9' % 66.8'.00 2: ' ' ' % -.1' % ' % 2.9% 23.6'..63.0'.2'. 9.0% 5.6% 9.1% 7.4%.3' % 69.0'.00 2:1 80.5' ' T:\ENG\Design\11\18\005\Drawings\Plan Shts\W-Sheets.dgn 04-OCT18 14:06 (5) 3-31 POND CROSS SECTIONS ZLE AJC ZLE NOTES SHEET W.14 FILE NO

34 % 0.0% 9.0% 8' 1.6% T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.1 FILE NO A

35 7: % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.2 FILE NO B

36 % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.3 FILE NO C

37 7:1 7: % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.4 FILE NO D

38 8:1 8: % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.5 FILE NO E

39 9:1 9: % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.6 FILE NO F

40 10:1 10:1 10: % 8' T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.7 FILE NO G

41 7:1 10: % 0.0% 1.3% 8' 8:1 6.6% T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.8 FILE NO H

42 % T:\ENG\Design\11\18\005\Drawings\Plan Shts\X-Sheets.dgn 04-OCT18 15:01 (5) 3-31 OUTLET CROSS SECTIONS ZLE AJC ZLE NOTES SHEET X.9 FILE NO