Loading...
HomeMy WebLinkAboutC803 BMP & STORMTECH DETAILSACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FILL: FILL MATERIAL FOR LAYER'D' STARTS FROM THE PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED D TOP OF THE'C' LAYER TO THE BOTTOM OF FLEXIBLE ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. PAVEMENT SUBBASE MAY BE PART OF THE'D' LAYER AASHTO M145' INITIAL FILL: FILL MATERIAL FOR LAYER'C' STARTS FROM THE GRANULAR WELL -GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR A-1, A-24, A-3 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) PROCESSED AGGREGATE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN C ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT OR 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR SUBBASE MAY BE A PART OF THE'C' LAYER. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR LAYER. AASHTO M431 PROCESSED AGGREGATE MATERIALS. 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS AASHTO M43' B FROM THE FOUNDATION STONE (W LAYER) TO THE 'C' LAYER CLEAN, CRUSHED, ANGULAR STONE 3 4 NO COMPACTION REQUIRED. ABOVE. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. 3,4 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 9" (230 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. 4. 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. ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) Ti 12" (300 mm) MIN I+ I MC-7200 END CAP SUBGRADE SOILS (SEE NOTE 3) C PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 1 'TO BOTTOM OF FLEXIBLE PAVEMENT FOR UNPAVED \ \ INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, ' 7.0' INCREASE COVER TO 30"(750 mm) 24" (600 mm) MIN* (2.1 m) MAX 12" (300 mm) MIN 1 60" (1525 mm) -III III=111= IIIIIIIIIIII-III I..=1 L DEPTH OF STONE TO BE DETERMINED l l l l l l l l I, IIIIIIIIIIIIIIIIIIIII111 ,111 -111-III- 11I -1I1 =1 1ITI- BY SITE DESIGN ENGINEER 9" (230 mm) MIN 9 100" (2540 mm) - 12" (300 mm) MIN (230 mm) MIN NOTES: 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2. MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. 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. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATION: TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3". 0 TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION a Q THE ARCH STIFFNESS CONSTANT SHALL BE GREATER THAN ORE UAL TO 450 LBS/FT//o. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. FILL MATERIALS: STORMTECH M C- 7200 CHAMBERS UNDERDRAIN DETAIL NTS STORMTECH CHAMBER IRMTECH END CAP LET MANIFOLD I FOUNDATION STONE BENEATH CHAMBERS I ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH END CAP I FOUNDATION STONE BENEATH CHAMBERS ADS GEOSYNTHI ETICS 601T NON -WOVEN GEOTEXTILE _..,... �_ �_..�....... _.. ITE 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 & MC-7200 SYSTEMS MC -SERIES END CAP INSERTION DETAIL NTS STORMTECH END CAP 12" (300 mm) MIN INSERTION MANIFOLD STUB MANIFOLD HEADER 7\ (01 H 12" (300 mm) _ I I _ 12" (300 mm) _ MIN SEPARATION MIN INSERTION NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. WALL 70RATED RDRAIN SECTION B-B _ 12" (300 mm) MIN SEPARATION HEADER STUB NO SCALE 79.1" (2010 mm) INSTALLED STORMTECH MC-7200 108 CHAMBERS - 3 ROWS OF 36 UNDERGROUND DETENTION CHAMBERS BTM. OF CHAMBERS ELEV. 825.95 BTM. OF 9" STONE ELEV. 825.20 2-YEAR FLOOD ELEV. 827.34 10-YEAR FLOOD ELEV. 828.46 100-YEAR FLOOD ELEV. 831.29 MC-7200 TECHNICAL SPECIFICATION 83.4" (2120 mm) NTS VALLEY CREST STIFFENING RIB WEB LOWER JOINT UPPER JOINT CORRUGATION CORRUGATION CREST STIFFENING RIB a BUILD ROW IN THIS DIRECTION `FOOT I 60.0" (1524 mm) 61.0" (1549 mm) I I100.0" (2540 mm) I I 90.0" (2286 mm) I NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m') MINIMUM INSTALLED STORAGE* 267.3 CUBIC FEET (7.56 m') WEIGHT (NOMINAL) 205 Ibs. (92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m') MINIMUM INSTALLED STORAGE* 115.3 CUBIC FEET (3.26 m') WEIGHT (NOMINAL) 90 Ibs. (40.8 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" PART # STUB B C MC72001EPP06T 6" (150 mm) 42.54" (1081 mm) --- MC72001EPP06B 0.86" (22 mm) MC72001EPP08T g^ (200 mm) 40.50" (1029 mm) --- MC72001EPP08B --- 1.01" (26 mm) MC72001EPP10T 10" (250 mm) 38.37" (975 mm) --- MC72001EPP10B --- 1.33" (34 mm) MC72001EPP12T 12" (300 mm) 35.69" (907 mm) --- MC72001EPP12B --- 1.55" (39 mm) MC72001EPP15T 15" (375 mm) 32.72" (831 mm) --- MC72001EPP15B 1.70" (43 mm) MC72001EPP18T 18" (450 mm) 29.36" (746 mm) --- MC72001EPP18TW MC72001EPP18B 1.97" (50 mm) MC72001EPP18BW MC72001EPP24T 24" (600 mm) 23.05" (585 mm) --- MC72001EPP24TW MC72001EPP24B 2.26" (57 mm) MC72001EPP24BW MC72001EPP30BW 30" (750 mm) --- 2.95" (75 mm) MC72001EPP36BW 36" (900 mm) 1 1 3.25" (83 mm) MC72001EPP42BW 42" (1050 mm) 3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL STORMTECH MC-7200 CHAMBERS COMPONENT DETA LS NO SCALE 32.8" (833 mm) INSTALLED I 38.0" I (965 mm) 1 B I I CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. Z O J H Z w W z LU (o H = ❑ o Z W C ILL! z O Q J z �: < [If ❑ Y F U � W M a U W z�� O O < C c U�� ¢ a W (.D a H W �* c w ~ � a o W W O Q 0 ❑ mo z V co 2=v Lu O h d ❑ co �Qr�- � J O J_ �O It 2 SHEET 3OF5 z O J Z w z w LU W H = ❑ o Z W C (If LU :D p z z < Y U W O J 2 v Q W Z � ❑ U C W O O < F c U�� W (� a H W c H- U H O s z b O z W W � W U � U w = ❑ z O 0 U W = o U W w D ® O o 0 E 3 W U >, - z U) v ~ rn L N o L E 0)O E °' W _ Co U � o 0 ❑ >04 mo z V co 2 z:'t WOh X ❑ co F�� � J O J �O Itx- SHEET 5OF5 PROPOSED LAYOUT PROPOSED ELEVATIONS: *INVERT ABOVE BASE OF CHAMBER < PART TYPE REFABRICATED END CAP LAMP TEM ON AYOUT A B DESCRIPTION 24" BOTTOM PARTIAL CUT END CAP, PART#: MC72001EPP24B / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS INSTALL FLAMP ON 24" ACCESS PIPE / PART#: MCFLAMP 24" 24" NVERT 2.26" MAX FLOW z O , Z W ILL] U) = ❑ < z o = z Z 108 TORMTECH MC-7200 CHAMBERS 837.95 6 TORMTECH MC-7200 END CAPS 833.45 12 In 832,95 9 In 832.95 40 TONE VOID 832.95 OP OF STONE: 831.95 MANIFOLD C x 2,2g" =' W < z W C) F OP OF MC 7200 CHAMBER: 830.95 MANIFOLD D x 2.26" PERIMETER STONE INCLUDED ) U = a M 31329 COVER STONE INCLUDED) 4" x 24" BOTTOM MANIFOLD INVERT: 826.14 CONCRETE STRUCTURE E 14.0 CFS OUT O z W = N Z 4" x 24" BOTTOM MANIFOLD INVERT: 826.14 CONCRETE STRUCTURE W/WEIR F (DESIGN BY ENGINEER /PROVIDED BY OTHERS) 19.0 CFS IN BASE STONE INCLUDED) U Z J Z w ❑ U o 0 7329 4" ISOLATOR ROW PLUS INVERT: 826.14 565.7 4" BOTTOM CONNECTION INVERT: 826.14 UNDERDRAIN G 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN0 Z) O o OTTOM OF MC-7200 CHAMBER: 825.95 < U UNDERDRAIN INVERT: 822.20 v OTTOM OF STONE: 825.20 = a W �* ~ w a o w ❑ a Q s w wco Z z Zw O P: w� Zw 'Da� wo ow W U U �w LU ❑ �0 wa >z �Z a¢ Z zz w0 �a w� o' c� 253.74' Y wc6 242.77' d �H wm W x< 0 U p Oa a s� wQ � zr E.� G O U Z� w Z� �¢ D I = ow LO � C QD 6 N N ILL 2 � _< B 0 10 to VEX//� fFFGi;, ��������������������N /!%;!�j / // / // / / // / // / // / // wM �o< U) v w w ~ � E N U �w L zw O ca00 WU CO Q� ° 0 o� a o= 01 � ax STORMTECH MC-7200 mM < 108 CHAMBERS - 3 ROWS OF 36 w UNDERGROUND DETENTION CHAMBERS �= 12) v � BTM. OF CHAMBERS ELEV. 825.95 r �O oZ BTM. OF 9" STONE ELEV. 825.20 Of Of 2-YEAR FLOOD ELEV. 827.34 0 mw OZ 10-YEAR FLOOD ELEV. 828.46 v� C9 o 100-YEAR FLOOD ELEV. 831.29 �_ aw w in w ROW PLUS a55 \\\ISOLATOR (SEE DETAIL) w= m� NOTES O PLACE MINIMUM 17.50' OF ADSPLUS175 WOVEN GEOTEXTILE OVER BEDDING �NIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE. STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL 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 S zm COMPONENTS IN THE FIELD. INLET ROWS THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET. \ CDCHAMBER oa • THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE -SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR =w SHEET DETERMINING BED LIMITS 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. • NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE. 20 F5 STORMTECH UNDERGROUND DETENTION LAYOUT COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES I SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mml MIN RECOMMENDED) I INSPECTION & MAINTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT NO SCALE INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC720024RAMP IVI4/LVVICYYL4b UM IVI4/LVVICYYL4b VV MC-7200 ISOLATOR ROW PLUS DETAIL NTS 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 PLUS 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 PLUS ROWS B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS 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 PLUS 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. CONCRETE( PAVEM CONCRETE SLAB 6" (150 mm) MIN THICKNE STORMTECH CHAMBER OPTIONAL INSPECTION PORT MC-7200 END CAP ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 12" (300 mm) MIN WIDTH ^ �NCRETE COLLAR NOT REQUIRED IR UNPAVED APPLICATIONS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG41PKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS STORMTECH MC-7200 SOLATOR ROW DETA L NO SCALE z° OF Z W LL < F z W W ~ = ❑ o - w `c LU Z O Q J z < < of2 ❑ Y c U w v U `-C W Z � W O O < U F c U u W (� 2 3 W �* I- Z W z Z) H O u z b O z a W � W U � U `o w = ❑ w 5 Q 0 z O U W = o U w ® Oi. o 0 U � v ~ rn L N zo L E m z Ooo 0 co < o U 0 ❑ >04 mo z V co 2 z:V WOh ❑ co F<� J O J �O v=- SHEET 4OF5 CARM F I PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: unlu " 8 H G\STE 910023 � ;• STATE OF . By: Developer: P E D C O R I� DEVELOPMENT CO. Project: > J N co 0 in O CD Z O z Z - Z O E 2E cu O U UP) COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAYBE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. ONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date 01 /30/2023 05/04/2023 Drawn By Checked By DBH RDM Last Revision Date: 03/30/23 - CARMEL REVIEW 05/04/23 - CARMEL REVIEW 07/12/23 - MUSEUM REVISIONS Project Number: 21071.001 Sheet Title: BMP & STORMTECH DETAILS Sheet Number: C803