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Freddys Construction Plans - Full Set 02.06.19
STYLE FRAME STYLE AND SIZE Frame P/N: Small Round (up to 20.0" dia grates (A) dim) 62SRD Med Round (20.1" ‐ 26.0" dia grates (A) up to 25" dia openings (B)) 62MRD Large Round (26.1" ‐ 32.0" dia grates (A) up to 30" openings (B)) 62LRD XL Round (32.1" dia ‐ 39" dia grates (A) up to 37" dia openings (B)) 62XLRD Small Rect / Square (up to 16" (B) x 16" (D) openings or 64" perimeter) 62SSQ Med Rect / Square (up to 24" (B) x 24" (D) openings or 96" perimeter) 62MSQ Large Rect / Square (up to 36" (B) x 24" (D) openings or 120" perimeter) 62LSQ XL Rect / Square (side by side 2 pc set to fit up to 48" (B) x 36" (D) openings)62XLSQ Small Rect / Square (ref Rect sizing; shipped with Magnetic Curb Flaps) 62SCB Med Rect / Square (ref Rect sizing; shipped with Magnetic Curb Flaps) 62MCB Large Rect / Square (ref Rect sizing; shipped with Magnetic Curb Flaps) 62LCB XL Rect / Square (ref Rect sizing; shipped with Magnetic Curb Flaps) 62XLCB 12" diameter Nyloplast castings (Stainless Steel Framing standard) 6212NY 15" diameter Nyloplast castings (Stainless Steel Framing standard) 6215NY 18"diameter Nyloplast castings (Stainless Steel Framing standard) 6218NY 24" diameter Nyloplast castings (Stainless Steel Framing standard) 6224NY 30" diameter Nyloplast castings (Stainless Steel Framing standard) 6230NY 1. INDENTIFY YOUR FRAME STYLE AND SIZE ROUNDRECT/ SQUARECOMBO INLETSNYLOPLAST(22” depth) (12” depth) STD Bag P/N Short Bag P/N FX: Standard Woven Bag FX FX‐S 200 40 IL: IDOT Non‐Woven Bag IL IL‐S 145 70 Clean Water Flow Rate (GPM/SqFt) Min A.O.S. (US Sieve) 2. SELECT YOUR BAG PART NUMBER FLEXSTORM FILTER BAGS 3. CREATE YOUR FLEXSTORM INLET FILTER PART NUMBER Frame P/N from Step 1. Filter Bag P/N from Step 2. FX (Woven) IL (NonWoven) Small 1.6 1.2 0.9 Medium 2.1 1.7 1.3 Large 3.8 2.7 1.9 XL 4.2 3.6 2.6 Nominal Bag Size Solids Storage (CuFt) SPECIFICATIONS FOR STANDARD BAGS BY NOMINAL SIZE Filtered Flow Rate at 50% Max (CFS) Structure Pipe Pipe Downstream Pipe Structure Top of Casting Upstream Downstream Detail Number Size (in) Length (ft) Structure Material Type or Gutter Elev. Invert Invert Reference 106 12 32 105 RCP 24" x 24" Box 883.31 (GUT) 880.31 880.21 02/C10.3 105 15 121 104 RCP 24" x 24" Box 883.21 (GUT) 879.96 879.68 02/C10.3 104 18 8 103 RCP 4' Dia. Manhole 882.83 (T.C.) 879.43 879.42 02/C10.3 103 18 8 102 RCP 6' Dia. Diversion Manhole 882.99 (T.C.) 879.32 879.30 03/C10.3 108 15 101 107 RCP 24" x 24" Box 883.34 (GUT) 880.08 879.85 03/C10.3 107 18 78 104 RCP 5' Dia. Manhole 883.11 (T.C.) 879.60 879.43 02/C10.3 110 12 15 109 RCP 12" Concrete End Section 882.03 (T.C.) 881.02 880.31 22/C10.3 109 15 91 107 RCP 24" x 24" Box 883.31 (GUT) 880.06 879.85 02/C10.3 111 12 56 107 RCP 12" Concrete End Section 882.30 (T.C.) 881.30 880.10 22/C10.3 102 12 2 STORMTECH ADS N-12 4' Dia. Manhole 883.07 (T.C.) 879.30 879.30 02/C10.3 101 18 111 EX1 RCP 5' Dia. Outlet Control Manhole 883.50 (T.C.) 878.80 878.60 05/C10.3 ©2013 ADS, INC. PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: ADVANCED DRAINAGE SYSTEMS, INC. R FREDDY'S FROZEN CUSTARD CARMEL, IN JOHN ADAMS 317-506-1838 JOHN.ADAMS@ADS-PIPE.COM S105607 JOE ROGERS 317-417-0385 JOE.ROGERS@ADS-PIPE.COM STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBERS SHALL BE STORMTECH SC-740 OR SC-310. 2. CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS. 3. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORT PANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 4. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 5. CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARD SPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 6. CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 7. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBER MANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE: a. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE. b. A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATES THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED AS PART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE. c. STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED. 8. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310/SC-740 SYSTEM 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: x STONESHOOTER LOCATED OFF THE CHAMBER BED. x BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. x BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS. 7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm). 8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1. STORMTECH SC-310 & SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED: x NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. x NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". x WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE". 3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. 0015' 30' SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R2610/17/18S105607SVORWDCARMEL, INFREDDY'S FROZEN CUSTARDDATE DRWN CHKD DESCRIPTION PROPOSED LAYOUT 259 STORMTECH SC-310 CHAMBERS 66 STORMTECH SC-310 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 % STONE VOID 8860 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) 7035 SYSTEM AREA (ft²) 351 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS 888.63 MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 882.63 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 882.13 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 882.13 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 882.13 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 881.13 TOP OF STONE 880.63 TOP OF SC-310 CHAMBER 879.59 8" TOP MANIFOLD INVERT 879.38 12" ISOLATOR ROW CONNECTION INVERT 879.38 12" BOTTOM MANIFOLD INVERT 879.36 10" BOTTOM MANIFOLD INVERT 879.30 BOTTOM OF SC-310 CHAMBER 878.80 UNDERDRAIN INVERT 878.80 BOTTOM OF STONE NOTES x MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE. x DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. x THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. x THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED.860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityISOLATOR ROW (SEE DETAIL) INSPECTION PORT PLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS STRUCTURE PER PLAN W/ ELEVATED BYPASS MANIFOLD 6+2WN AS ',$0$1+2/( (24" SUMP MIN) MAXIMUM INLET FLOW 4.6 CFS 8" PREFABRICATED END CAP, PART# SC310EPE10T TYP OF ALL SC-310 8" TOP CONNECTIONS OUTLET CONTROL STRUCTURE PER PLAN MAXIMUM OUTLET FLOW RATE 2.7 CFS (DESIGN BY ENGINEER) 4" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER) 12" PREFABRICATED END CAP, PART# SC310EPE12B TYP OF ALL SC-310 12" BOTTOM CONNECTIONS AND ISOLATOR ROWS 12" ADS N-12 CONNECTION INVERT 0.9" ABOVE CHAMBER BASE (SEE NOTES) 8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES) 8" X 8" ADS N-12 TOP MANIFOLD INVERT 3.5" ABOVE CHAMBER BASE (SEE NOTES)43.90'49.40'14.23'63.63'102.83' 3.85'105.35'3.33' 112.02'58.13' SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R3610/17/18S105607SVORWDCARMEL, INFREDDY'S FROZEN CUSTARDDATE DRWN CHKD DESCRIPTION ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMS PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1. SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 D C B A 18" (450 mm) MIN* 8' (2.4 m) MAX 6" (150 mm) MIN 12" (300 mm) MIN 12" (300 mm) MIN34" (864 mm)6" (150 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN CRUSHED, ANGULAR STONE IN A & B LAYERS *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). PERIMETER STONE (SEE NOTE 5) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) SC-310 END CAP SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN 16" (406 mm)860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityELEV. 878.80 ELEV. 879.30 ELEV. 880.63 ELEV. 882.50 (MIN.)-883.67 (MAX.) SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R4610/17/18S105607SVORWDCARMEL, INFREDDY'S FROZEN CUSTARDDATE DRWN CHKD DESCRIPTION INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. INSPECTION PORTS (IF PRESENT) A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B. ALL ISOLATOR ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) CATCH BASIN OR MANHOLE SC-310 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT SC-310 END CAP COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 5' (1.5 m) MIN WIDE SC-310 CHAMBERSTORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES 12" (300 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC310EPE12B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 4' (1.2 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD SC-310 6" (150 mm) INSPECTION PORT DETAIL NTS 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED ON CORRUGATION CREST FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE PAVEMENT CONCRETE COLLAR CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATION 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6IP* SOLID COVER: 1299CGC* GRATE: 1299CGS 6" (150 mm) SDR35 PIPE SC-310 CHAMBER 860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water Quality SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R5610/17/18S105607SVORWDCARMEL, INFREDDY'S FROZEN CUSTARDDATE DRWN CHKD DESCRIPTION860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityPART # STUB A B C SC310EPE06T / SC310EPE06TPC 6" (150 mm) 9.6" (244 mm) 5.8" (147 mm)--- SC310EPE06B / SC310EPE06BPC ---0.5" (13 mm) SC310EPE08T / SC310EPE08TPC 8" (200 mm) 11.9" (302 mm) 3.5" (89 mm)--- SC310EPE08B / SC310EPE08BPC --- 0.6" (15 mm) SC310EPE10T / SC310EPE10TPC 10" (250 mm) 12.7" (323 mm) 1.4" (36 mm)--- SC310EPE10B / SC310EPE10BPC --- 0.7" (18 mm) SC310EPE12B 12" (300 mm) 13.5" (343 mm)---0.9" (23 mm) ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm) CHAMBER STORAGE 14.7 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE* 31.0 CUBIC FEET (0.88 m³) WEIGHT 35.0 lbs. (16.8 kg) *ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERS PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PRE CORED END CAPS END WITH "PC" 34.0" (864 mm) 16.0" (406 mm) 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH BUILD ROW IN THIS DIRECTION A A B C SC-310 TECHNICAL SPECIFICATION NTS 9.9" (251 mm) 15.6" (396 mm) OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) START END UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500 & MC-4500 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.R6610/17/18S105607SVORWDCARMEL, INFREDDY'S FROZEN CUSTARDDATE DRWN CHKD DESCRIPTION TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GUIDELINE PUPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED GIVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS ADAPTER ANGLES VARIABLE 0°- 360° ACCORDING TO PLANS A 18" (457 mm) MIN WIDTH AASHTO H-20 CONCRETE SLAB 8" (203 mm) MIN THICKNESS VARIABLE SUMP DEPTH ACCORDING TO PLANS [6" (152 mm) MIN ON 8-24" (200-600 mm), 10" (254 mm) MIN ON 30" (750 mm)] 4" (102 mm) MIN ON 8-24" (200-600 mm) 6" (152 mm) MIN ON 30" (750 mm) 12" (610 mm) MIN (FOR AASHTO H-20) INVERT ACCORDING TO PLANS/TAKE OFF BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM D2321 CLASS I OR II CRUSHED STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm) LIFTS AND COMPACTED TO MIN OF 90% INTEGRATED DUCTILE IRON FRAME & GRATE/SOLID TO MATCH BASIN O.D. NYLOPLAST DRAIN BASIN NTS NOTES 1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC 5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM 6. TO ORDER CALL: 800-821-6710 A PART # GRATE/SOLID COVER OPTIONS 8" (200 mm)2808AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 10" (250 mm)2810AG PEDESTRIAN LIGHT DUTY STANDARD LIGHT DUTY SOLID LIGHT DUTY 12" (300 mm)2812AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 15" (375 mm)2815AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 18" (450 mm)2818AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 24" (600 mm)2824AG PEDESTRIAN AASHTO H-10 STANDARD AASHTO H-20 SOLID AASHTO H-20 30" (750 mm)2830AG PEDESTRIAN AASHTO H-20 STANDARD AASHTO H-20 SOLID AASHTO H-20 VARIOUS TYPES OF INLET AND OUTLET ADAPTERS AVAILABLE: 4-30" (100-750 mm) FOR CORRUGATED HDPE WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.com® 2/5/2019 Daren Mindham FREDDY'S FROZEN CUSTARD9701 N. Michigan Rd.CARMEL, INDIANAPH. 316-267-7142 67214 WICHITA, KS. FIRST STREET 1024 EAST ARCHITECTS WINTER This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided asan instrument of service by the Designer/Engineer and is intended for use on this project only. Pursuantto the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, ordisclosure of information contained herein without prior written consent of the Engineer is strictlyprohibited. © 2018 BC Engineers, Inc. 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 ENGINEERS INCORPORATED E-5 MARK N0. MANUFACTURER & CATALOG NUMBER VOLTS WATTS LAMPS DESCRIPTION S3B SPAULDING LIGHTING CL1-A-90L-U-4K-3- DB-BC ON SSS-20-40-7-B2-DB 120 210 LED INCL POLE MOUNTED AREA LIGHTS WITH INTEGRAL LED LIGHT ENGINE AND DRIVER - TYPE III DISTRIBUTION WITH BACKLIGHT CONTROL. MOUNT ON 20'x4" SQUARE STRAIGHT STEEL POLE ON 2' HIGH CONCRETE BASE. BRONZE FINISH S4B SPAULDING LIGHTING CL1-A-90L-U-4K-4- DB-BC ON SSS-20-40-7-B2-DB 120 210 LED INCL POLE MOUNTED AREA LIGHTS WITH INTEGRAL LED LIGHT ENGINE AND DRIVER - TYPE IV DISTRIBUTION WITH BACKLIGHT CONTROL. MOUNT ON 20'x4" SQUARE STRAIGHT STEEL POLE ON 2' HIGH CONCRETE BASE. BRONZE FINISH SW2 HUBBELL TRP1-12L-30-4K7-2-U 120 30 LED INCL WALL MOUNTED AREA LIGHTS WITH INTEGRAL LED LIGHT ENGINE AND DRIVER - TYPE 2 DISTRIBUTION. MOUNTED AT 14'. 1.38 AC R E S PROPO S E D B UI L DI N G 3,710 S. F. ( G R O S S) F.F.E. = 8 8 5. 0 0 SCALE: 1"=20' S4B S4B S4B S3B STATISTICS DESCRIPTION AVG MAX MIN PARKING 2FC 5.9FC 0.3FC MAX/MIN 19.7:1 S4B AVG/MIN 7:1 SW2 SW2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.6 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.5 1.0 1.7 2.1 2.1 1.8 1.5 1.2 1.0 0.8 0.8 0.7 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 1.7 2.6 3.1 3.1 3.0 2.7 2.2 1.7 1.4 1.1 1.0 0.9 0.8 0.8 0.8 0.7 0.5 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.8 1.6 2.3 3.2 3.8 3.7 3.7 4.0 3.8 3.2 2.6 2.1 1.6 1.3 1.2 1.1 1.0 1.0 1.1 0.9 0.6 0.4 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.7 1.1 1.9 2.7 3.4 4.1 3.8 3.6 3.6 3.9 4.2 4.0 3.3 2.7 2.2 1.8 1.6 1.4 1.0 1.2 1.4 1.2 0.8 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.8 1.4 2.2 3.0 3.5 4.2 4.4 4.3 4.5 4.8 4.9 4.7 4.1 3.4 2.7 2.4 1.4 1.7 1.5 0.8 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.8 0.9 1.3 1.9 2.6 3.3 4.0 4.5 4.9 5.2 5.7 5.9 5.3 4.8 4.1 3.7 1.9 1.7 0.8 0.5 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1.0 1.2 1.5 2.0 2.6 3.4 3.9 4.4 5.0 5.4 5.6 5.7 5.2 1.2 1.8 1.2 0.6 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.2 1.4 1.6 2.0 2.6 3.2 3.6 4.2 4.7 5.2 1.8 2.1 0.6 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.3 0.3 0.4 0.5 0.6 0.8 1.0 1.3 1.5 1.8 2.1 2.6 3.1 3.6 4.3 4.9 5.2 1.7 2.2 0.9 0.7 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.3 1.7 2.1 2.4 3.0 3.6 4.0 4.1 4.3 3.8 3.3 2.7 2.9 2.1 1.3 0.9 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.4 0.5 0.5 0.6 0.6 0.8 0.9 1.0 1.4 1.9 2.3 2.7 3.2 3.6 3.5 3.6 3.7 3.5 3.3 2.9 2.1 1.5 2.3 2.0 1.1 0.7 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.9 1.0 1.1 1.4 2.0 2.4 2.7 3.1 3.2 3.2 3.4 3.4 3.1 2.6 2.0 1.4 1.0 3.0 2.7 1.7 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.7 0.7 0.8 1.0 1.1 1.2 1.2 1.3 2.0 2.4 2.7 3.1 3.1 3.2 3.3 3.3 2.9 2.4 1.8 1.3 1.0 0.8 1.9 3.0 2.8 0.9 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.4 0.5 0.7 0.8 0.9 1.1 1.2 1.4 1.3 1.2 1.3 1.8 2.6 2.9 3.4 3.6 3.9 4.0 3.6 2.8 2.3 1.8 1.5 1.2 0.9 2.5 2.7 1.2 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.7 0.9 1.1 1.2 1.4 1.6 1.7 1.5 1.3 1.1 1.6 2.7 3.2 3.8 4.2 4.8 5.0 4.4 3.3 2.3 1.9 1.6 1.4 1.1 0.9 2.2 2.9 1.8 0.7 0.4 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.5 0.7 0.9 1.2 1.4 1.6 1.9 2.1 2.1 1.8 1.4 1.1 1.4 2.5 3.3 3.6 4.1 5.1 5.5 4.9 3.9 3.0 2.3 2.0 1.7 1.3 1.0 1.9 2.8 2.9 1.2 0.6 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 0.9 1.1 1.4 1.7 2.1 2.4 2.6 2.4 2.1 1.5 1.2 1.1 2.1 3.5 3.9 4.4 5.8 5.0 4.4 4.3 3.7 2.9 2.2 1.8 1.5 1.1 2.1 3.4 1.5 0.9 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 1.1 1.4 1.8 2.1 2.5 2.8 2.9 2.6 2.2 1.7 1.4 1.2 1.4 2.7 3.4 3.8 4.9 3.9 3.7 4.3 4.2 3.3 2.5 2.0 1.6 1.2 0.9 2.1 2.3 1.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.4 1.8 2.4 2.9 3.3 3.6 3.4 2.7 2.2 1.8 1.6 1.4 1.3 2.1 3.3 3.6 3.4 3.5 3.4 3.8 4.4 3.6 2.7 2.1 1.7 1.3 1.0 1.9 1.0 0.7 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.6 1.7 2.2 3.0 3.7 4.3 4.7 4.3 3.3 2.4 1.9 1.7 1.6 1.4 1.9 4.0 4.3 3.8 3.4 3.5 3.6 4.3 3.9 2.9 2.1 1.6 1.3 1.0 0.7 2.6 2.0 1.3 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1.5 2.5 3.0 3.5 4.6 5.2 4.9 4.0 3.2 2.5 2.1 1.8 1.6 1.6 4.3 3.9 3.4 3.7 3.8 4.4 3.9 2.8 2.0 1.7 1.3 1.0 0.7 1.8 2.6 2.2 0.7 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1.0 2.6 3.3 3.9 5.0 5.1 4.2 4.2 3.9 3.1 2.4 2.0 1.7 1.5 2.5 3.9 3.6 4.4 5.2 5.0 5.0 4.2 2.9 2.2 1.9 1.4 1.0 0.8 1.6 2.2 0.9 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.4 1.9 2.9 3.2 4.8 3.9 3.4 3.8 4.3 3.6 2.7 2.2 1.8 1.5 1.6 2.7 3.3 3.9 5.2 5.4 5.4 4.4 3.1 2.5 2.2 1.7 1.2 0.9 0.7 1.3 1.6 1.2 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 2.2 2.9 3.0 3.1 3.2 3.4 4.2 4.0 3.1 2.3 1.8 1.5 1.3 2.2 3.5 4.0 4.1 4.6 4.7 3.9 3.2 2.8 2.4 1.9 1.4 1.0 1.1 1.6 1.6 1.0 0.6 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 2.0 3.8 3.5 3.1 3.1 3.3 3.9 4.1 3.2 2.2 1.7 1.5 1.2 1.8 3.2 3.4 3.6 4.0 3.7 3.2 2.9 2.8 2.4 1.9 0.5 0.8 1.2 1.3 1.1 0.7 0.4 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 2.1 3.6 3.1 3.2 3.6 4.0 4.3 3.3 2.2 1.9 1.6 1.2 1.4 2.5 2.9 3.2 3.1 2.8 2.5 2.5 2.3 2.1 1.7 0.5 0.5 0.6 0.7 0.9 1.0 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 2.8 3.4 3.1 4.6 5.0 4.9 4.7 3.6 2.5 2.1 1.8 1.3 1.2 1.8 2.4 2.3 2.3 2.1 2.0 2.0 1.8 1.6 1.5 0.6 0.6 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.7 0.7 0.5 0.4 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.2 2.4 3.0 4.1 5.1 5.2 4.9 3.8 2.8 2.5 2.1 1.5 1.2 1.3 1.8 1.8 1.7 1.7 1.7 1.6 1.4 1.3 1.2 1.1 1.1 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.6 2.1 3.3 3.7 3.9 4.5 4.2 3.5 3.0 2.7 2.2 1.7 1.3 1.1 1.3 1.5 1.4 1.4 1.4 1.4 1.3 1.2 1.1 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.9 1.1 1.2 1.1 0.9 0.6 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 1.6 2.9 3.0 3.5 3.7 3.3 2.8 2.7 2.5 2.1 1.7 1.4 1.1 1.1 1.3 1.3 1.2 1.1 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.4 1.6 1.6 1.4 1.1 0.8 0.6 0.6 0.5 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.9 2.2 2.5 2.9 2.7 2.4 2.3 2.3 2.1 1.8 1.5 1.3 1.2 1.0 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.3 1.4 1.5 1.6 1.6 1.5 2.0 2.2 2.1 1.7 1.3 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.5 1.4 2.0 2.0 1.9 1.8 1.8 1.8 1.6 1.4 1.3 1.2 1.1 1.0 1.0 1.1 1.1 1.0 1.1 1.1 1.2 1.2 1.3 1.3 1.4 1.5 1.7 1.8 2.0 1.9 2.4 2.6 2.5 2.1 1.5 1.1 0.8 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.7 1.4 1.4 1.4 1.4 1.5 1.4 1.3 1.2 1.1 1.1 1.1 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.3 1.5 1.5 1.5 1.6 1.8 2.1 2.2 2.5 2.7 2.9 2.7 2.2 1.7 1.2 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.8 1.0 1.1 1.1 1.2 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.3 1.4 1.6 1.7 1.8 1.8 1.9 1.9 2.0 2.4 2.7 3.0 3.3 3.4 3.4 3.6 3.9 3.6 2.9 2.3 1.8 1.3 1.0 0.7 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.8 0.9 0.9 0.9 1.0 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.6 1.8 2.1 2.3 2.4 2.4 2.4 2.4 2.3 2.8 3.4 3.9 4.2 4.3 4.3 4.7 5.0 4.4 3.4 2.5 1.8 1.3 0.9 0.7 0.5 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.6 0.7 0.7 0.8 0.8 1.0 1.1 1.2 1.3 1.4 1.4 1.4 1.5 1.7 2.0 2.4 2.7 2.8 2.9 3.0 2.9 2.8 2.9 3.6 4.1 4.4 4.2 3.8 3.8 4.7 5.2 4.6 3.8 2.8 2.0 1.3 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.7 0.7 0.8 1.0 1.2 1.4 1.5 1.6 1.8 1.7 1.8 2.1 2.5 2.9 3.2 3.3 3.4 3.5 3.5 3.4 4.0 4.5 4.5 3.9 3.4 3.3 3.5 4.8 5.3 4.0 3.5 2.9 2.0 1.4 1.0 0.7 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.6 1.8 2.0 2.1 2.1 2.1 2.4 2.8 3.2 3.6 3.6 3.6 3.7 3.7 4.1 5.0 5.4 4.7 3.7 3.3 3.2 3.1 4.3 4.1 3.8 3.1 2.5 2.0 1.4 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.6 0.7 0.8 1.0 1.2 1.5 1.8 2.1 2.3 2.5 2.7 2.6 2.7 3.1 3.5 3.7 3.6 3.5 3.6 3.6 4.2 5.1 5.5 5.6 4.4 3.2 3.2 3.3 3.1 2.9 3.2 2.9 2.2 1.5 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.7 0.9 1.1 1.3 1.5 1.7 2.0 2.5 2.9 3.3 3.5 3.6 3.8 4.2 4.3 3.9 3.5 3.3 3.3 3.4 3.8 4.5 4.6 4.9 4.7 3.3 3.6 3.6 3.6 2.4 2.0 1.6 0.9 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.9 1.2 1.5 1.8 1.9 2.0 2.3 3.1 3.7 4.1 4.4 4.4 4.8 5.4 5.2 4.4 3.7 3.2 3.0 3.0 3.4 4.0 3.7 4.0 3.3 3.0 3.8 2.7 1.1 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.2 1.6 2.0 2.3 2.3 2.4 3.0 3.8 4.3 4.4 4.1 3.9 4.5 5.6 5.3 4.6 3.9 3.2 2.8 2.7 3.0 3.3 3.2 3.4 2.9 2.1 1.7 1.8 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.7 0.9 1.3 1.8 2.3 2.7 2.8 3.3 4.0 4.4 4.0 3.5 3.4 3.5 4.2 5.7 4.7 4.0 3.8 3.0 2.5 2.3 2.4 2.6 2.6 2.4 1.5 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.4 0.5 0.6 0.9 1.2 1.7 2.3 2.8 3.1 4.1 5.0 4.8 3.8 3.4 3.2 3.2 3.6 4.7 4.1 3.6 3.2 2.8 2.3 2.0 1.7 1.6 1.2 0.8 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.4 0.6 0.8 1.1 1.5 2.0 2.5 3.1 4.2 5.1 5.3 4.9 3.4 3.1 3.3 3.2 3.1 3.4 3.4 2.8 2.2 1.5 0.9 0.6 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.5 0.7 1.0 1.3 1.7 2.1 2.8 3.8 4.2 4.6 4.8 3.7 3.4 3.6 3.9 2.8 2.2 2.0 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.2 1.4 1.8 2.4 3.3 3.5 3.6 3.6 2.9 3.4 3.7 1.5 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.3 0.4 0.4 0.6 0.7 0.9 1.2 1.5 2.0 2.6 2.9 3.1 3.1 2.2 1.9 1.7 1.2 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.3 0.3 0.4 0.5 0.7 0.9 1.2 1.5 1.9 2.3 2.4 1.9 0.9 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.7 0.9 1.1 1.4 1.3 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.5 0.6 0.5 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A 23 25 3 4 5 6 SITE ELECTRICAL PLAN NOTES 1 2 3 4 5 6 J A A 33 31 1 21 1 J A A 29 27 21 1 SITE LIGHTING FIXTURE SCHEDULE US 421 (MICHIGAN ROAD ) 97th S T R E E T ALTA/NSPS LAND TITLE TOPOGRAPHIC SURVEY UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in-service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. SHEET DWN. BY: PROJECT NUMBER CHKD. BY: SCALE: DATE: OF PREPARED FOR: BROWNSBURG, INDIANA 46112 23-B NORTH GREEN STREET CENTRAL STATES CONSULTING, LLC PHONE: 317-858-8662 FAX: 317-858-8672 PREPARED BY: WINTER ARCHITECTS 1024 E 1ST STREET CARMEL, INDIANA 97TH & MICHIGAN ROAD WICHITA, KS 67214-3903 TOPOGRAPHIC SURVEY ALTA/NSPS/LAND TITLE 18-080RJM DRM 10-01-2018 1" = 30'11 LEGEND: 9600013 STATE OF No.DONA L D R.MO S S ONR E G I STERE DINDIA N AL A NDSUR V E Y ORSITE VERTICAL DATUM: LEGAL DESCRIPTION VICINITY MAP SUR9E<OR S RE3ORT – “” – – – – – – “”“”