Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
06030013 Civil Construction Plans Rcv. 3/10/2006 DOCS
c- M W col U 9 uFf ' Deed Relc -o d 2139, pgs. 692 -, 6193) ax Parcel ,-n j r, 92:.�001 agle .�,.ownsn" p B 'r S Park v k Plat Book :B, Page 12, Inst. 4429) ;f End apl all` paverr ent r E Lh Gloms. Curb & Gut 1� - (1 1 ft. Wet of Prop.. Line) ADU A A)FAD PROPOSED PARKING DATA_ VIAL-MART SUPERCENTER 1769459 S.F. STANDARD SPACES 639 SPACES H.C. ACCESSIBLE SPACES (BOONE COUNTY) 16 SPACES H.C. ACCESSIBLE SPACES (HAMILTON COUNTY) 0 SPACES BOONE COUNTY HAMILTON COUNTY TOTAL PARKING RATIO REQUIRED RATIO 275 SPACES 380 SPACES 655 SPACES 3.71 SPACES / 1,000 BLDG. S.F. 3.5 SPACES / 1,000 BLDG S.F. A i 7 p� npnC T� 0nXTTlTrT`TnXTQ T 1E7r U-kTT% W WATER LINE Fa FIBER OPTICS LINE E ELECTIRC LINE T TELEPHONE LINE � GAS LI N E � THRUST BLOCK Sc SECURITY CAMERA -�-<D--- SANITARY SEWER STORM SEWER X' OF XX" PIPE @ X% o Z O � � SITE LIGHTING cc CART CORRALS =' DIRECTIONAL ARROW 0 STOP STOP BAR AND 'STOP' YIELD 'YIELD' ACCESSIBLE PARKING SPACES TlU PT? nZ M'N 4-1�'IXTT T T� r': -MT N PROPOSED HEAVY DUTY ASPHALT PROPOSED R.O.W. ASPHALT TO MEET CITY REQUIREMENTS a' PROPOSED �,� � � PROPOSED R.O.W. HEAVY DUTY >< ASPHALT TO ' °' CONCRETE � � MEET INDOT REQUIREMENTS � r � r on CROSS ACCESS EASEMENT 7 on 5 ;1 Y 4' IF I CTrPIQ r :UXTUD AT XTnrPUQ. -1. ALL WUKK AND MAI LKIALS SHALL COMPLY WITH ALL CITY /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, DOCKS, SITE LIGHTING, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4. ALL PAVED INTERIOR ISLANDS ARE TO BE STRIPED AS SHOWN. 5. CART CORRAL LOCATION TO BE COORDINATED WITH THE WAL -MART CONSTRUCTION MANAGER. SEE DETAIL SHEET. 6. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, BUILDING, OR PAINT UNLESS OTHERWISE NOTED. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF THE PYLON SIGN BEFORE CONDUIT AND WIRING IS INSTALLED. 8. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WEIHE ENGINEERS, INC. (317)-846-6611. 11. TOTAL LAND AREA IS 22.43± ACRES. 12. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL -MART STANDARD SITE WORK SPECIFICATIONS ". 13. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. 14_ REFER TO ARCHITECTURAL. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 15. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 16. LIGHT POLE BASE CENTER TO BE LOCATED 3' BEYOND BACK OF CURB. 6 1 5 4 r• S c) r:r i Y l ,,.1:, , 1i rr� it w ..:,, ` I: `� I Instr`L r`r" ent 95554 1 2 ? 3 i T Y_ ar"�st' I .��a sUO-� t�flF� 1.000 PLAN N 1 STOP SIGN. SEE DETAIL SHEET. 2 PEDESTRIAN CROSSING SIGN Wlla -2 AND Wlla -2p TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. 3 "TRUCK ENTRANCE" SIGN. SEE DETAIL SHEET. 4 "NO TRUCKS" SIGN. SEE DETAIL SHEET. 5 MONUMENT SIGN. COORDINATE WITH ARCHITECTURAL PLANS AND WAL -MART SIGN SHOP DRAWINGS. 6 "NO PARKING - FIRE LANE" SIGN. SEE DETAIL SHEET. 7 ADA RAMP. SEE DETAIL SHEET. g RODENT STRIP. g YIELD SIGN. SEE DETAIL SHEET. PEDESTRIAN CROSSWALK WITH 4" WIDE PAINTED WHITE STRIPING PARALLEL TO 10 DIRECTION OF TRAFFIC AT 2' -0" O.C. AND (1) -8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. 11 NO PARKING - FIRE LANE. IF CURB IS PROPOSED IN THESE AREAS, IT IS TO BE PAINTED TRAFFIC YELLOW. SEE DETAIL SHEET. 12 6" CURB AND GUTTER. SEE DETAIL SHEET. 13 PAINTED ISLAND TYPICAL UNLESS OTHERWISE NOTED. STRIPES SHALL BE PAINTED SYSL /4" AT 2' -0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. 14 STREET BARRICADE 15 REFER TO RIGHT -OF -WAY PLANS FOR COORDINATION OF WORK INSIDE RIGHTS -OF -WAY OF MICHIGAN ROAD (421). EXIT PORCH. SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE, LOCATION FOR 16 STOOPS, STAIRS AND /OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. COORDINATE ALL DOOR & STOOP LOCATIONS WITH ARCHITECTURAL DRAWINGS. 17 6 "0 PIPE BOLLARD TYPICAL. SEE DETAIL SHEET. 4 3 I 2 ' 1 l� 1 '1 t It � t , 1 a 1 l l � \x� \ y, l l•, � `I �t 4 k X �, 1 `X t 1 It , Cr'3} � 1 l ' 1 , l 12 TYP. , 1 1 ' + 1 l , `1 2 t ' t ----- - - - - -- t 1 18 CONCRETE PAD FOR TRASH COMPACTOR WITH SCREEN WALL. 19 LONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. 20 SCREENED PALLET /BALE STORAGE AREA. COORDINATE WITH ARCHITECTURAL DRAWINGS. 21 DOCK ACCESSORIES. COORDINATE WITH ARCHITECTURAL DRAWINGS. 22 PROPOSED TRAFFIC SIGNAL. 23 RAMPED PAVEMENT AT VESTIBULE TO BE FLUSH WITH TOP OF SIDEWALK. COORDINATE WITH ARCHITECTURAL DRAWINGS. 24 CONCRETE SIDEWALK. SEE DETAIL SHEET. 25 10'x15' STRIPED AREA PAINTED SINGLE YELLOW LINE 4" WIDE AT 450 @ 2' -0" O.C. AT JIB CRANE LOCATION. COORDINATE WITH ARCHITECTURAL DRAWINGS. 26 PROVIDE (2) 4" WIDE STRIPES SPACED 10' ON CENTER BY 130' LONG CENTERED ON DOCK DOORS. 27 PAINTED PARKING STALLS. CUSTOMER PARKING - YELLOW (578 SPACES). ASSOCIATE PARKING - WHITE (144 SPACE'S). COORDINATE WITH WAL -MART REPRESENTATIVE. 28 JOINT BETWEEN CONCRETE AND BITUMINOUS PAVING. 29 2' -0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW STRIPING AT 2' -0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. 30 AISLE INDICATOR SIGN. SEE DETAIL SHEET. 31 "POLICE PARKING" SIGN. SEE DETAIL SHEET. 32 GREASE INTERCEPTOR. COORDINATE WITH ARCHITECTURAL DRAWINGS. 33 GAZEBO. SCALE: 1 " = 60' 0' 30' 60' 120' 3 2 t r - E f - �i HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WOWT.S. �I 1 ! imgw� lie" L r+\00 �o V \6 C4 cli 000041 trio MM00 r,J x '7 w w �A � z CA �a a �o a� a �F U� a� z z o� UR I �I Ln � c 6 > w - n X/, O N 00 W f- QW IF I CTrPIQ r :UXTUD AT XTnrPUQ. -1. ALL WUKK AND MAI LKIALS SHALL COMPLY WITH ALL CITY /COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, DOCKS, SITE LIGHTING, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 4. ALL PAVED INTERIOR ISLANDS ARE TO BE STRIPED AS SHOWN. 5. CART CORRAL LOCATION TO BE COORDINATED WITH THE WAL -MART CONSTRUCTION MANAGER. SEE DETAIL SHEET. 6. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, BUILDING, OR PAINT UNLESS OTHERWISE NOTED. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF THE PYLON SIGN BEFORE CONDUIT AND WIRING IS INSTALLED. 8. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 10. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY WEIHE ENGINEERS, INC. (317)-846-6611. 11. TOTAL LAND AREA IS 22.43± ACRES. 12. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE WAL -MART STANDARD SITE WORK SPECIFICATIONS ". 13. MONUMENT SIGN SHALL BE CONSTRUCTED BY OTHERS. 14_ REFER TO ARCHITECTURAL. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 15. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 16. LIGHT POLE BASE CENTER TO BE LOCATED 3' BEYOND BACK OF CURB. 6 1 5 4 r• S c) r:r i Y l ,,.1:, , 1i rr� it w ..:,, ` I: `� I Instr`L r`r" ent 95554 1 2 ? 3 i T Y_ ar"�st' I .��a sUO-� t�flF� 1.000 PLAN N 1 STOP SIGN. SEE DETAIL SHEET. 2 PEDESTRIAN CROSSING SIGN Wlla -2 AND Wlla -2p TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. 3 "TRUCK ENTRANCE" SIGN. SEE DETAIL SHEET. 4 "NO TRUCKS" SIGN. SEE DETAIL SHEET. 5 MONUMENT SIGN. COORDINATE WITH ARCHITECTURAL PLANS AND WAL -MART SIGN SHOP DRAWINGS. 6 "NO PARKING - FIRE LANE" SIGN. SEE DETAIL SHEET. 7 ADA RAMP. SEE DETAIL SHEET. g RODENT STRIP. g YIELD SIGN. SEE DETAIL SHEET. PEDESTRIAN CROSSWALK WITH 4" WIDE PAINTED WHITE STRIPING PARALLEL TO 10 DIRECTION OF TRAFFIC AT 2' -0" O.C. AND (1) -8" WHITE STRIPE PERPENDICULAR ON BOTH ENDS UNLESS NOTED OTHERWISE. 11 NO PARKING - FIRE LANE. IF CURB IS PROPOSED IN THESE AREAS, IT IS TO BE PAINTED TRAFFIC YELLOW. SEE DETAIL SHEET. 12 6" CURB AND GUTTER. SEE DETAIL SHEET. 13 PAINTED ISLAND TYPICAL UNLESS OTHERWISE NOTED. STRIPES SHALL BE PAINTED SYSL /4" AT 2' -0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. 14 STREET BARRICADE 15 REFER TO RIGHT -OF -WAY PLANS FOR COORDINATION OF WORK INSIDE RIGHTS -OF -WAY OF MICHIGAN ROAD (421). EXIT PORCH. SEE ARCHITECTURAL DRAWINGS FOR EXACT SIZE, LOCATION FOR 16 STOOPS, STAIRS AND /OR RAMPS THAT MAY BE REQUIRED. RAMP PAVEMENT FLUSH WITH THE TOP OF STOOP. COORDINATE ALL DOOR & STOOP LOCATIONS WITH ARCHITECTURAL DRAWINGS. 17 6 "0 PIPE BOLLARD TYPICAL. SEE DETAIL SHEET. 4 3 I 2 ' 1 l� 1 '1 t It � t , 1 a 1 l l � \x� \ y, l l•, � `I �t 4 k X �, 1 `X t 1 It , Cr'3} � 1 l ' 1 , l 12 TYP. , 1 1 ' + 1 l , `1 2 t ' t ----- - - - - -- t 1 18 CONCRETE PAD FOR TRASH COMPACTOR WITH SCREEN WALL. 19 LONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. 20 SCREENED PALLET /BALE STORAGE AREA. COORDINATE WITH ARCHITECTURAL DRAWINGS. 21 DOCK ACCESSORIES. COORDINATE WITH ARCHITECTURAL DRAWINGS. 22 PROPOSED TRAFFIC SIGNAL. 23 RAMPED PAVEMENT AT VESTIBULE TO BE FLUSH WITH TOP OF SIDEWALK. COORDINATE WITH ARCHITECTURAL DRAWINGS. 24 CONCRETE SIDEWALK. SEE DETAIL SHEET. 25 10'x15' STRIPED AREA PAINTED SINGLE YELLOW LINE 4" WIDE AT 450 @ 2' -0" O.C. AT JIB CRANE LOCATION. COORDINATE WITH ARCHITECTURAL DRAWINGS. 26 PROVIDE (2) 4" WIDE STRIPES SPACED 10' ON CENTER BY 130' LONG CENTERED ON DOCK DOORS. 27 PAINTED PARKING STALLS. CUSTOMER PARKING - YELLOW (578 SPACES). ASSOCIATE PARKING - WHITE (144 SPACE'S). COORDINATE WITH WAL -MART REPRESENTATIVE. 28 JOINT BETWEEN CONCRETE AND BITUMINOUS PAVING. 29 2' -0" LOADING ZONE AT ALL CURBED PARKING SPACES. 4" PAINTED YELLOW STRIPING AT 2' -0" O.C. PERPENDICULAR TO THE PARKING SPACE. SEE DETAIL SHEET. 30 AISLE INDICATOR SIGN. SEE DETAIL SHEET. 31 "POLICE PARKING" SIGN. SEE DETAIL SHEET. 32 GREASE INTERCEPTOR. COORDINATE WITH ARCHITECTURAL DRAWINGS. 33 GAZEBO. SCALE: 1 " = 60' 0' 30' 60' 120' 3 2 t r - E f - �i HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WOWT.S. �I 1 ! imgw� lie" L r+\00 �o V \6 C4 cli 000041 trio MM00 r,J x '7 w w �A � z CA �a a �o a� a �F U� a� z z o� o�PGO�S pQQ�O� O� O O O E--, `` U Co N co CO (�o ::,� o*� Lo PT4 61\410 Qq W � � q � Q0 LO aj r4Qq4o SHEET N0. PROJECT N0. W05 -0481 Ln � c 6 > w O N 00 W f- QW W CO w O o Z O U Z Z Q Q 0 a� CO Q�_ Q Q W N U] U Y W �-� W Y W W Y W W Y W W Y W W 0 C) Q CD CD W CO 0') • — CD .-- .-- O Q o 0 0 0 0 a E V C o Q Q) W 00 N U C o W a E E 65 E0a-U C (n U Uj U c >\ F¢- Q Q a- >- C E C E �d- o NUNU a .°- o o�PGO�S pQQ�O� O� O O O E--, `` U Co N co CO (�o ::,� o*� Lo PT4 61\410 Qq W � � q � Q0 LO aj r4Qq4o SHEET N0. PROJECT N0. W05 -0481 0 M W NEI J.S. and Vicki L. Sn ider- (Deed Record 2 39, pgs_ 692 & 693) (Tax Parcel 4"0190925001 Eagle "'l owns iD Business Park Plat Boob , P.ag� 12 nst, 4429) 0 L-' ; U i F End Cphnit pave ant with '4'onc. Curb & G%t .e 1,11 ft. West of Prop. Line San. Man Ha'a if 'k of Prop Lln4� f f f via ey En erprisffsa L.L -C. /T (1nstrument 96 ` 1 1 901� ax Parcel -j4003..,.,� 1 � ..0 00) L ) T f f ` 3 F r { 3 1 Q 7 1 6 5 s 3 2 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN Luminaire Schedule REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND /OR ARCHITECT MUST DETERMINE FProject: All Projects- APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER Symbol t Label Arrangement - Lumens LLF Description CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN X10 W y ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL 25 AV 4 @ 90 DEGREES 44000 0.750 GFM 5 400 PSMH F 21' POLE 3' BASE PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND °�z 12 FV SINGLE 44000 0.750 1 GFM 2 400 P SMV F 3HSS 21 POLE 3 BASE OTHER VARIABLE FIELD CONDITIONS. W 0 Z o U Z Z j Statistical Area Summary QD N Project: All Projects Q E W N Label Avg Max Min Avg /Min Max /Min SITE SUMMARY 2.99 13.0 0.0 0.00 0.00 SITE GENERAL NOTES: 1. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, DOCK DOCKS, SITE LIGHTING, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2. ALL DIMENSIONS AND RADII ARE TO THE F_ ACE OF CURB, BUILDING, OR PAINT UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 4. LIGHT POLE BASE CENTER TO BE LOCATED 3' BEYOND CURB. 5. SECURITY CAMERAS TO BE LOCATED ON PARKING LOT LIGHTING PER LOSS PREVENTION. DISCLAMER NOTE: ALL REFERENCES ON THIS SHEET TO SITE LIGHTING TYPES AND SPECIFICATIONS ARE FOR REFERENCE ONLY AND ARE NOT A PART OF THE PLAN CERTIFICATION BY WEIHE ENGINEERS. FOR SPECIFIC DETAILS REGARDING SITE LIGHTING PLEASE REFER TO SITE LIGHTING VENDOR PLANS AND SPECIFICATIONS. 10 1 9 GjnXE.vu-:jNBDRlAR FILAR' LIENS 0 5 4 0 N DM�TG°�C� 10000 ALLIANCE RD. P.O. BOX 42728 CINCINNATI, OHIO 45242 (513) 793 -3200 *FAX (513) 793 -6023 LIGHTING PROPOSAL FOR WAL —MART #4400 ZIONSVILLE,IN, SCALE: 1 " = 60' 0' 30' 60' 120' 3 t HOLEY MOL EY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. N uN6 V4 C4 0�0 0�0 IV t%ztl%zC MMOO s w � z a a ao 9 a� �o � w� Z-4 z o� o� o\JG\p� 5 PQ�pQ O� 0 0 0 0 CIO N C4 co CO LO E= all. CO LO � w 00 SHEET N0. PROJECT N0. W05 -0481 O O `- 00 W y �' O N F-' O Q) QW W w Q W 0 Z o U Z Z j Q QD N Q E W N cc) Y W W Y W W Y W W Y W W Y W W CO CD to 0 cD CD CD CD Co CD W f-0 M T O T cD T O T Q CD CD Q Q Q NO �J .E V / C O � E E O Cn N U c - O W N Q E C to E CO E � O Q o a _a cn z c :3 cn Q cf Q C >- E W c o c o a xa- NUNU o\JG\p� 5 PQ�pQ O� 0 0 0 0 CIO N C4 co CO LO E= all. CO LO � w 00 SHEET N0. PROJECT N0. W05 -0481 as Q) Eel m ow I fl 28' OF 12" PIPE @ 0.307 E 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 4. ALL CUT OR FILL SLOPES SHALL BE 10:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. U 6. STORM PIPE SHALL BE RCP - "n" VALUE = 0.013 7. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 8. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 9. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 12. STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE FLUSH AT FINISH GRADE, UNLESS SPECIFIED OTHERWISE. LIDS SHALL BE LABELED "STORM SEWER ". 13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 14. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 15. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 16. TOPOGRAPHIC INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY BY REGISTERED LAND SURVEYORS, IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 17. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3:1 OR STEEPER AND ANCHORED IN FULL COMPLIANCE WITH MANUFACTURER'S RECCOMMENDATIONS. CONTRACTOR SHALL SEED DISTURBED AREAS IN ACCORDANCE WITH CITY SPECIFICATIONS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 18. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. a 19. ALL STORM STRUCTURES SHALL HAVE A SMOOTH, UNIFORMLY POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 20. FIELD TRANSITION GRADES TO EXISTING GRADES IN A UNIFORM MANNER ALONG PROPERTY LINES. 21. COORDINATE BUILDING SPOT GRADES WITH ARCHITECTURAL DRAWINGS. 22. 4" PERFORATED DRAIN TILE TO BE INSTALLED AT THE BASE OF EACH PLANTER BED. CONTRACTOR TO DETERMINE BEST ROUTE FOR TYING THESE DRAIN TILES INTO THE STORM SEWER LATERALS. SEE DETAIL SHEET FOR MORE INFORMATION. 10 g g 7 STORM SEWER STRUCTURE TABLE xx STRUCTURE STRUCTURE NUMBER TYPE CASTING TYPE TOP OF CASTING GUTTER INVERT INVERT INVERT INVERT 1 DRAINAGE STRUCTURE TWIN NEENAH R -3405 899.00 WQ� W w 1-il 2 DRAINAGE STRUCTURE TWIN NEENAH R -3405 899.00 901 0 1 , Q Q 3 DRAINAGE STRUCTURE TWIN NEENAH R -3405 899.00 901. a_.� (S)= 891.57 (N)= 891.82 (W)= 892.82 4 CURB INLET 5 CURB INLET TWIN EAST JORDAN 7030 TWIN EAST JORDAN 7030 899.50 900.20 899.00 899.70 892.22 892.53 6 DRAINAGE STRUCTURE NEENAH R -4342 898.75 Q 892.75 V Q Y W w 7 CURB INLET 8 DRAINAGE STRUCTURE TWIN EAST JORDAN 7030 TWIN NEENAH R -3405 898.50 898.90 898.00 891.33 , 8A DRAINAGE STRUCTURE TWIN NEENAH R -3405 898.90 898.90 • � t1`, � 1 i 9 DRAINAGE STRUCTURE TWIN NEENAH R -3405 898.90 (N,S)= 891.58 (NE)= 893.08 AUT� 10 CURB INLET 11 CURB INLET TWIN EAST JORDAN 7030 TWIN EAST JORDAN 7030 899.40 899.25 898.90 899.25 891.98 892.21 O O t' •� � 12 CURB INLET TWIN EAST JORDAN 7030 899.75 899.25 892.25 TC 901.00 1�} •- 13 DRAINAGE STRUCTURE NEENAH R -4342 898.75 892.53 14 CURB INLET TWIN EAST JORDAN 7030 899.30 898.80 893.50 N 0 899.20 GUT t 15 CURB INLET TWIN EAST JORDAN 7030 899.25 898.75 891.79 , t t 16 CURB INLET TWIN EAST JORDAN 7030 900.00 899.50 (W)= 891.97 (SE)= 892.46 (NE)= 892.72 17 CURB INLET TWIN EAST JORDAN 7030 900.00 899.50 893.04 t .i L 18 DRAINAGE STRUCTURE NEENAH R -1772 900.20 (S)= 893.20 (N)= 893.45 W - 893.70 (W)=893.70 19 CURB INLET TWIN EAST JORDAN 7030 900.20 899.70 893.56 1 ' t 1 ; 1 ` 1 1 20 CURB INLET TWIN EAST JORDAN 7030 899.90 899.40 893.83 21 DRAINAGE STRUCTURE TWIN NEENAH R -3405 899.50 (NW)= 892.83 (S)= 893.33 22 DRAINAGE STRUCTURE 23 CURB INLET 24 CURB INLET TWIN NEENAH R -3405 TWIN EAST JORDAN 7030 TWIN EAST JORDAN 7030 899.25 899.15 899.80 898.65 899.30 893.60 892,17 892.00 U) 25 CURB INLET TWIN EAST JORDAN 7030 899.70 899.20 (W)= 892.38 (E)= 892.63 26 CURB INLET 27 CURB INLET 28 DRAINAGE STRUCTURE TWIN EAST JORDAN 7030 TWIN EAST JORDAN 7030 NEENAH R -4342 899.70 899.05 899.00 899.20 898.55 892.73 892.17 (NW)= 891.35 (E)= 891.85 29 DRAINAGE STRUCTURE NEENAH R -4342 899.00 892.50 30 CURB INLET TWIN EAST JORDAN 7030 898.55 898.05 891.31 31 DRAINAGE STRUCTURE 32 DRAINAGE STRUCTURE 33 DRAINAGE STRUCTURE NEENAH R -4342 NEENAH R -4342 NEENAH R -4342 897.57 898.20 898.84 (N,S)= 891.75 (N,S)= 892.16 (S)= 892.51 (E)= $93.07 (E)= 893.18 (N)= 893.05 (E)= 893.82 cn 34 CURB INLET 35 DRAINAGE STRUCTURE TWIN EAST JORDAN 7030 NEENAH R -1772 900.10 900.25 899.60 893.64 (W,S)= 894.16 (E)= 894.41 36 DRAINAGE STRUCTURE 37 CURB INLET NEENAH R -1772 TWIN EAST JORDAN 7030 900.00 899.50 899.00 894.95 895.00 38 CURB INLET TWIN EAST JORDAN 7030 899.50 (N)= 894.21 (S)= 894.46 - 38A DRAINAGE STRUCTURE 39 DRAINAGE STRUCTURE NEENAH R -4342 NEENAH R -1772 901.00 900.50 895.13 (W)= 894.04 (N)= 894.29 (W,E)= 894.54 40 DRAINAGE STRUCTURE NEENAH R -1772 901.00 N 894.78 , � c U) .U' 41 DRAINAGE STRUCTURE NEENAH R -1772 900.25 (E)= 893.45 (W)= 894.45 w 42 DRAINAGE BOX NEENAH R -1772 901.00 E (W)= 891.76 (E)= 892.26 43 DRAINAGE STRUCTURE 4-4 DRAINAGE STRUCTURE NEENAH R -1772 NEENAH R -1772 897.00 898.00 891.59 (S)= 892.19 (N,W)= 892.44 a 45 DRAINAGE STRUCTURE NEENAH R -1772 899.00 892.85 46 DRAINAGE STRUCTURE TWIN NEENAH R -3405 900.50 893.22 o 47 DRAINAGE STRUCTURE 48 DRAINAGE STRUCTURE TWIN EAST JORDAN 7030 TWIN EAST JORDAN 7030 897.50 897.50 897.00 897.00 (E)= 892.49 892.82 (W)= 892.74 Q 49 DRAINAGE STRUCTURE NEENAH R -1772 898.00 890.50 891.14 50 DRAINAGE STRUCTURE NEENAH R -1772 898.00 cn 51 WATER QUALITY UNIT NEENAH R -1772 xxx.xx 891.22 52 WATER QUALITY UNIT 53 DRAINAGE STRUCTURE NEENAH R -1772 NEENAH R -1772 xxx.xx xxx.xx 890.75 891.17 •� 54 DRAINAGE STRUCTURE NEENAH R -1772 xxx.xx 891.08 55 CURB INLET TWIN EAST JORDAN 7030 899.60 892.55 56 CURB INLET TWIN EAST JORDAN 7030 899.60 893.06 57 DRAINAGE STRUCTURE NEENAH R -4342 897.10 892.55 58 CURB INLET TWIN EAST JORDAN 7030 899.90 899.40 > Q� 7 5 6 4 i Finn -r-� -1 i GRADING LEGEND: xxx.xx xxx.xx XXx.XX XXX.X T. C. H. P. T.O.C. GUT. T. P M.E.G.: X' OF XX" PIPE @ X% CURB SPOT GRADES PAVEMENT SPOT GRADES DIRT SPOT GRADES TOP OF CURB HIGH POINT TOP OF CASTING GUTTER FLOW TOP OF PAVEMENT MATCH EXISTING GRADE PAVEMENT SLOPE DRAINAGE AREA STORM SEWER EMERGENCY OVERFLOW ROUTING : UNDERGROUND DETENTION 4 3 POSITIVE DRAINAGE WILL- BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8 IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8 DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. SCALE: 1 " = 60' 0' 30' 60' 120' 3 2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. u b0�0 U � '�T VN1 00 00 ef' �l�C WTI � Qz TI a ao 00 a� U� 0 a� z °p U 1 c� l 1 l 1, 1t 1 iz I,s 1 O WQ� W w 1-il E- 901 0 1 , Q Q ' 1 + t+ t , }l 901. a_.� o ' ¢ w w a) CQ Q Q F�•i V Q Y W w Y W w Y W w LAr- 1' , . n 1J _ -, 1 ,ti 1 •l ` 111 1, i , • � t1`, � 1 i )% CO ewe 1 CD AUT� �• 1 1 O O w C-0 /OD M O O O c0 O O t' •� � , 1; 1 .40 GUT TC 901.00 1�} •- / t 1 r 1 % 111 .- 0 0 0 N 0 899.20 GUT t 26 t , t t t 1 \ 1 1 • 900.35 899.85 UT 1 TC 901.30 G 900.80 t .i L E 1' , 1 1 f. f1 : _. _ 1 ' t 1 ; 1 ` 1 1 POSITIVE DRAINAGE WILL- BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8 IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER MORE THAN 1/8 DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. SCALE: 1 " = 60' 0' 30' 60' 120' 3 2 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. u b0�0 U � '�T VN1 00 00 ef' �l�C WTI � Qz TI a ao 00 a� U� 0 a� z °p U 14; N o,PGO�S Pe �� O O O � `` U 00 w 1 M co O Lo t� o o � �w d a SHEET N0. l 31� PROJECT N0. W05 -0481 . O WQ� W w 1-il E- Q M• w Q Q Q o ' ¢ w w a) CQ Q Q F�•i V Q Y W w Y W w Y W w Y W w Y W w O O w C-0 /OD M O O O c0 O O O •- r r r .- 0 0 0 N 0 N 0 rf) 0 a E D cn C p N U) - E E o cn N U c - o_ N � - , � c U) .U' w a E E v�v - a o Q 0 a o' cn C V i •� ¢ Q F- ° E - > Q� > Q� > - w�.o C " °o L ° �aNUNU 14; N o,PGO�S Pe �� O O O � `` U 00 w 1 M co O Lo t� o o � �w d a SHEET N0. l 31� PROJECT N0. W05 -0481 C_ 0 WE U WON 0 a ;f. S. and Vicki L. Snider (Deed I:• 'Ze Colrd 239, pas. 69"1", & 69 3) e I # 0 1 09 2 5 0 Ue" 1 EargIe Township Business Pare (Mat Book 8, Page 1142, InsA. 4429). f f End ophal ; pavement W. -..h Conc. Crab & 6W. 11 ft. West of Prap. Li San. Man Hol West of Prop GENERAL UTILITY NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, A I N STALLATI 0 N. 2. CONTRACTOR S HALL NOTIFY THE UTILITY A HOURS BEFORE CONNECTING TO ANY EXISTING 3. SANITARY SEWER PIPE SHALL BE AS FOLL 8" PVC SDR35 PER ASTM D 3034, FOR F 8" PVC SDR26 PER ASTM D 3034, FOR F DUCTILE IRON PIPE PER AWWA C150 4. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C -900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 6" AND LARGER DUCTILE IRON PIPE PER AWWA C150 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. x i 7 Lei 5 4 3 5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. SMALLER THAN 6" EITHER COPPER TUBE TYPE "L" (SOFT) PER ANSI 816.22 6. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS CALLED OUT IN SPECIFICATIONS. 7. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 8. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' -0" COVER ON ALL WATERLINES. 9. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C -151) (CLASS 50). 10. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED BEFORE BACKFILLING. 11. TOPS OF EXISTING SANITARY MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE GROUND ELEVATIONS WITH WATER TIGHT LIDS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 13. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. 14. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 17. FIRE HYDRANTS SHALL HAVE TWO 2-1/2 INCH NOZZLES AND ONE 5 -INCH STORTZ NOZZLE. 2 -1/2 INCH NOZZLE THREADS AND FIRE HYDRANT OPENING DIRECTION SHALL BE CONSISTENT WITH EXISTING FIRE HYDRANTS WITHIN THE LOCAL FIRE DEPARTMENT PROTECTION AREA. a 0 17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 18. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 19. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 20. REFER TO BUILDING PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 21. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 22. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 23. COORDINATE LOCATION AND SIZE OF GAS /PROPANE SERVICE CONNECTION, INSTALLATION OF SERVICE LINE AND METER /TANKS WITH GAS COMPANY. 24. VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 25. SITE CONTRACTOR TO PROVIDE ALL APERTURES, CUP - LINKS, ETC. AS REQUIRED FOR CONNECTION TO BUILDING UTILITIES (SANITARY, STORM, ELEC., ETC.) COORDINATE WITH ARCHITECTURAL PLANS. 26. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 27. COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES AND TELEPHONE SERVICE. 28. ANY FIELD TILES ENCOUNTEREC DURING ANY EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS WITH POSITIVE DRAINAGE MAINTAINED. 29. NO. 10, COPPER THIN WIRE TO BE BURIED ALONG THE CROWN OF ALL WATER MAINS. 30. BACKFLOW PREVENTER IS LOCATED INSIDE OF THE BUILDING. 8 7 UTILITY PLAN NOTES: O1 GAS ENTRY WITH GAS METER AT BUILDING. CONTRACTOR RESPONSIBLE FOR INSTALLING PIPE BOLLARD PROTECTION AT METER. CONTRACTOR SHALL COORDINATE WITH GAS COMPANY FOR TYING OF INDIVIDUAL METER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH GAS COMPANY REGARDING THE SIZE AND INSTALLATION OF GAS SERVICE LINE. COORDINATE WITH ARCHITECTURAL DRAWINGS. OGREASE INTERCEPTOR - REFER TO ARCHITECTURAL DRAWINGS. �3 PROPOSED LOCATION OF TRANSFORMER PAD. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE WITH POWER COMPANY PRIOR TO INSTALLATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF CONCRETE PAD. CONDUIT AND PIPE BOLLARDS AS REQUIRED BY THE ELECTRIC COMPANY. CONTRACTOR SHALL COORDINATE SAID WORK WITH THE ELECTRIC COMPANY. COORDINATE WITH ARCHITECTURAL DRAWINGS. O4 CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE TELEPHONE COMPANY FOR THE INSTALLATION OF UNDERGROUND TELEPHONE LINES. PROVIDE 200 PAIRS AND (2) 4" CONDUITS FAR SERVICE. 5 3" DOMESTIC WATERLINE ENTRY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ANY APPURTENANCES ON THE DOMESTIC LINE SUCH AS BACKFLOW PREVENTION DEVICES, GATE VALVES, ETC., WHICH MAY BE REQUIRED. CONTRACTOR TO COORDINATE WITH VEOLIA WATER. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR BUILDING ENTRY FROM METER VA LT. 6 FIRE SUPPRESSION. CONTRACTOR SHALL BE REQUIRED TO INSTALL ANY APPURTENANCES ON THE SPRINKLER LINE SUCH AS, BUT NOT LIMITED TO, A DOUBLE DETECTOR CHECK BACKFLOW PREVENTION DEVICE, IN SERIES WITH A CHECK VALVE, GATE VALVES, ETC., MEETING WATER COMPANY SPECIFICATIONS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR BUILDING ENTRY. O PROVIDE 1" CONDUIT FOR TAMPER SWITCH. COORDINATE BUILDING ENTRY WITH ARCHITECTURAL DRAWINGS. O APPROXIMATE LOCATION FOR WATER LINE TAP INTO EXISTING 16 INCH MAIN ON MICHIGAN ROAD. 9 25' - 6" SUBSURFACE UNDERDRAINS AT EACH STORM STRUCTURE WITHIN PAVEMENT. SITE LIGHTING. REFER TO SITE LIGHTING & DIMENSION PLAN FOR TYPES AND DIMENSIONING COORDINATE WITH ARCHITECTURAL DRAWINGS. ROUTE ROOF DRAINAGE THROUGH UNDERGROUND DOWN SPOUTS. COORDINATE COUPLINGS WITH ARCHITECTURAL DRAWINGS. 12 STORZ CONNECTOR FOR THE REMOTE FIRE DEPARTMENT CONNECTION TO BE LOCATED 1 -1/2 TIMES AWAY FROM THE BUILDING FALL ZONE, AND ON THE METER VAULT. 13 REFER TO RIGHT OF WAY PLANS FOR WORK WITHIN US 421 /MICHIGAN ROAD RIGHT OF WAY. 14 LIMITS OF PROPOSED UNDERGROUND DETENTION STRUCTURE. 15 12" WATERLINE WITH STEEL CASING. 16 PIV CONNECTOR OF FOR THE FIRE DEPARTMENT CONNECTION. 5 4 SCALE: 1 " = 60' 0' 30' 60' 120 3 STORM PIPE LEGEND: X' OF XX" PIPE @ X% DENOTES OVERALL LENGTH FROM END SECTION TO CENTER OF MAHNOLE 2 . i 1` �z , iy , r'1 t 1'1 tilt ltiil 1.' '1 t ll v` 1} �l l ti , 1 % ` 1 �s 1,� 1 fi t HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-4500-J452-5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. lli ill - R--..Oa � o`� V N6 eti C4 41 qT 00 00 er pro M�00 w W �A � Rz a vi �4O a� a o v� 00 y.44 xa �H � V� a� z 0 °z� w o O�PGO�� Pe �� 0 0 o �Ql) CIO co U M Q) � Q) Q) fz) Qj LO :;i� o aG� Q) N►�� SHEET N0. PROJECT N0. W05 -0481 � Q N �° ¢ i w U Q Q wo �..,� zo Q E w a) d v Q) Y W �-+ W Y W W Y W W Y W LLJ Y W W 0 \ 0 \ 0 0 \ 0 \ wcornocflo E- CD r- .- Q , (Q 0 , 0 CV 0 CV 0 r-) 0 a E O o c E E E � O Cl) N U c w a E E - a a- O 0 a' (n 0 •C V) U {1) U U2 >,�Q a O a Q E > O > - Ga C 2 E a C a �a NUNU .2 O�PGO�� Pe �� 0 0 o �Ql) CIO co U M Q) � Q) Q) fz) Qj LO :;i� o aG� Q) N►�� SHEET N0. PROJECT N0. W05 -0481 10 9 8 7 6 8 4 3 2 1 • •-+ �D o0 NOTE: o h F+ 12" ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, O V FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL � 0 00 DEVICES ",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. � 1'9 ���� 00 00 O W 00 IT CURBED ISLAND LAYOUT PER STRIPING DETAIL /SITE �� .-z t-z O V PLAN PARWC1tVG ao J M m 00 aJ ROW /�� 11��1� x FM w ►� LANE - �p SEE SITE PLAN OR _ DETAIL SHEEP V POST WITH AISLE �� Q SIGN (REFERENCE SITE PLAN FOR SIGNS O LOCATION) RESERVED RED LEGEND ON (UNLESS SHOWN OTHERWISE ON SITE PARKING WHITE BACKGROUND PLAN) TYPICAL CURB AND '� w GUTTER EQ. EQ. �9 RESERVED '� NOTE: Fa O PARKING r}+ VAN -' THE MIN. HEIGHT OF THE W THIS SIGN TYPICAL AT 0 SIGNAGE OTHER THAN ACCESSIBLE o BOTTOM OF THE LOWEST SIGN RED LEGEND WHITE BACKGROUND a SEE SITE PLAN 8" WHITE STRIPE ALL ACCESSIBLE SPACES R7 -B CURBED ISLAND - 9O_ ACCESSIBLE (PED XING, STOP, z SHALL BE 7' -0 ". R1 -2 ETC.) - - - I 9 I cn cn POST WITH AISLE SIGNS LAYOUT PER STRIPING DETAIL /SITE w "NO PARKING - FIRE .� THIS SIGN TYPICAL AT PLAN Fri ALL PARKING SPACES VAN ° LANE" SIGN* W a ,2" X 6" ° "YIELD" SIGN* '� W ACCESSIBLE "U "- CHANNEL POST (2 LBS. /FT.) � (NO SCALE) `> o (NO SCALE) PENALTY SIGN WITH USE 6 PIPE BOLLARD FILLED WITH WORDING AS REQUIRED O w BY STATE OR LOCAL LAW 12" X 9" CONCRETE AND PAINTED TRAFFIC YELLOW z o >� ONLY WHEN SIGN IS IN PAVED AREA OR I U 8" WHITE STRIPE 4" WHITE STRIPES 8 SIDEWALK o p SEE BREAK AWAY CHANNEL POST WHEN O 2a CENTERS PIPE BOLLARD IS NOT REQUIRED. (' 30" "U "- CHANNEL I I y POST (2 LBS. /FT.) EQ. EQ. W OFSCONCRETE 12" tl'1 Q PAINTED ENDCAP - 90' 1 o NOTE (UNLESS SHOWN OTHERWISE ON SITE 1. MARKINGS FOR STREET SHALL BE ACCORDING TO Pte) I z GROUND /PAVING SURFACE - -_ REQUIREMENTS AS OUTLINED IN SECTION 3B OF Q THE MANUAL ON UNIFORM TRAFFIC CONTROL La - DEVJCES FOR STREETS AND HIGHWAYS. SIGN (REFERENCE SITE PLAN CD ° ° POUCE FOR LOCATION) 6" PIPE BOLLARD PAINTED TRAFFIk, CD D��f1iV�7 WHITE AISLE SIGN LOCATIONS - 90 PARKING a CD 1 /fig v 2. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE YELLOW, FILLED WITH CONCRETE r7 ^ O d I _ I o � 1 3500 P.S.I. M N M P.C. CONCRETE _ NOTE ° THE MIN. HEIGHT OF THE BOTTOM OF Ln SLOPE TOP o CROSSWALK/PEDESTRIAN CROSSING* OF CONCRETE I I 1, -6„ THE LOWEST SIGN SHALL BE T -0 ". a BLACK LEGEND Z W � �. w _ O o Y CD NO SCALE ON WHITE E-. O o Q U CA q Q GROUND /PAVING SURFACE BACKGROUND U 0 z o Q O O C° i!2 W E ° a a a U a Q Q Q Q POST WITH AISLE SIGNS WHITE LEGEND RED BACKGROUND "POLICE PARKING a LAYOUT PER STRIPING DETAIL /SITE Y Y Y Y Y 3 3500 P.S.I. ����� �������� PLAN R1 -1 11 w w w w w 20' 30' 30'MIN. P.C. CONCRETE I I \ /j� \ /� \ \�� \������� ONLY SIGN 25' 20' 30'MIN. d \ \ \/\ co c0 co to cfl �1 a . I /�� / /�� NOTE: (NO SCALE) 0 0 0 0 0 30' 10' 30'MIN. 1 1 I N \� N GROUND SURFACE THE MIN. HEIGHT OF THE BOTTOM OF THE E o o co 0 W = WIDTH fee: OF FIRE LANE 4 1 \ \\ ( ) //� QQo Q \ LOWEST SIGN SHALL BE 7' -0 R = SIN TURNING NECESSARY RADIE US Y TO ACCOMMODATE FIRE VEHICLES a` \j \ � 0 � _ m 0 0 0 0 0 CN "STOP" SIGN* _Q a a a 36„ —LIVLAL (NO SCALE) °' W PAINTED ENDCAP - 60' - L 25' U p f •� Am Ur PARTIAL ELEVATION 24' � FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH ACCESSIBLE PARKING SIGN* 6 U - 0 INCH WHITE LETTERS READING 'NO PARKING FIRE LAYOUT PER STRIPING/ SITE N �_ 'E m 0 LA _ LANE' STRIPING SHALL BE PLACED ON FACE OF CURB WHENEVER POSSIBLE, OR AS SPECIFIED (NO SCALE) PLAN .� BY LOCAL CODES. RESERVED - ° E _r- E PARKING U a 3 a- o ;" '* • CURBED ISLAND D ACCESSIBLE SIGN AT ALL R7 -8 N - d cn -° U • • . • . • . KING SPACES ra E cn o c zD �V) Q�Q 36" ~� za TQ Es < Q� RED AND BLACK LEGEND '� a� '> a� 5/16" 0 STANDARD GALVANIZED VAN ON WHITE BACKGROUND > --- c: ACCESSIBLE PARKING SPACES 12" X 6" FIRE LANE MARKING* OR ZINC PLATED SQUARE OR HEX. THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE � .2 U .0 U HEAD MACHINE BOLT WITH NUT. (NO SCALE) POST WITH AISLE SIGNS PLAN VIEW rr__ PENALTY SIGN WITH WORDING AS �V o� REQUIRED BY STATE OR 12" X 9" 's CURBED ISLAND - 60' V J NOTE: THE MIN. HEIGHT OF THE `v BOTTOM OF THE LOWEST SIGN �o G SHALL BE 7' -0 ". AA a- NOTE: AISLE SIGN LOCATIONS - 600 PARKING BREAK AWAY CHANNEL POST Q. o� ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL ACCESSIBLE PARKING SIGN (NO SCALE) NOTE: HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL MANUFACTURER'S INSTRUCTIONS. NO TRUCKS '! HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", 11 LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH SITE SIGN BASE DETAILS*- SIGN* MANUFACTURER'S INSTRUCTIONS. (NO SCALE) (NO SCALE) <7 I I II 1' -0" © o 0 Row o 0 U MOUNT SIGN HERE 1' -O„ ' I = I d' AISLE INDICATOR SIGN - EACH SIDE = M w OF POST. ATTACH WITH 2 - 5/16" t 24' "�.J co MOUNT SIGN HERE . AISLE INDICATOR SIGN -EACH SIDE OF POST ATTACH CADMIUM PLATED STEEL BOLTS WITH C co WITH 2 - 5BLAC CADMIUM PLATED STEEL BOLTS WITH Rpyy HEX. NUTS. BLACK LETTERS WITH M �1 HEX. NUTS. BLACK LETTERS WITH WHITE BACKGROUND. � WHITE BACKGROUND. NUMBER NUMBER FROM LEFT TO RIGHT AS SEEN FROM I FROM LEFT TO RIGHT AS SEEN o ESTIBULE. FROM VESTIBULE. "U "- CHANNEL POST �'p��y 0`3 (2 LBS. /FT.) I w "U "- CHANNEL POST p� (2 LBS.POST � f D N WHEN SIGN IS IN z o PAVED AREAS, USE 6" cn 3" DIA. GALVANIZED ; L� STEEL POST z W PIPE BOLLARD FILLED WITH o WHEN SIGN IS IN z w CD CONCRETE AND PAINTED I Q (STANDARD PIPE) � 24' TRAFFIC YELLOW PIPE B0� RD USE 6" > L` �� � lqz� W CONCRETE AND PAINTED o I BLACK LEGEND ON '�1 �I I WHITE BACKGROUND TRAFFIC YELLOW " CD B C GROUND 6 PIPE BOLLARD o BLACK LEGEND ON C) �I PAINTED TRAFFIC YELLOW, - I I m _ YELLOW BACKGROUND �I FILLED WITH CONCRETE o W11A -2 W11A -2P ~ M o I 3" DIA. GALVANIZED STEEL POST ( ) ( ) v--- (STANDARD PIPE) - 4% 0 1 ^ SLOPE TOP I I ,� o L J OF CONCRETE -c) o TOP SLOPE OF CONCRETE o SLOPE TOP 1 � NOTE: II q� I THE MIN. HEIGHT OF THE BOTTOM OF NOTE. �+ GROUND SURFACE OF CONCRETE THE LOWEST SIGN SHALL BE 7' -0 ". o o Z THE MIN. HEIGHT OF THE a ° BOTTOM OF THE LOWEST SIGN Z� GROUND SURFACE d- / SHALL BE 7' -0 ". I E JTNP SOIL P.C. CONCRETE 3,500 P.S.I. P.C. CONCRETE w WILL COVER JOINT 4 LANDSCAPED ISLANDS 1 PEDESTRIAN [111. "TRUCK a - - CROSSING SIGN* TRUCK ENTRANCE o a. P.C. CONCRETE p a 11 II ► -�I I II - = i- SIGN* o a a a _ - - 1 � - - - - (NO SCALE) a a ,� - � - —I —I I =- (NO SCALE) d 4 d d d4 ° STANDARD SIGN BASE * - - _ _ � - � =L[�--3,500 P.S.I. CONCRETE � ti (NO SCALE) 1 -6 III III III III -III III -III - o � N 1, -6„ STANDARD PEDESTRIAN * D -- o ETAIL PROVIDED CROSSING SIGN BASE* BY wAL o 1 -6 ART (NO SCALE) o ° W SHEET N0. AISLE SIGN IN AISLE SIGN IN DETAI PAVED AREA* LANDS * (NO SCALE) CAPE ISLAND (NO SCALE) PROJECT NO. W05 -0481 10 9 8 7 6 5 4 3 2 1 Al a� 3 "(TYP. ) 4" (TYP.) I y 0 I 00 2'- 0 "(TYP.) 6' -0" NOTE: I a I 71 ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE. "ENTER" PAVEMENT MARKER WITH ARROW* (NO SCALE) -o" tS b 5 + J L NOTE: 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS. 2. THESE WORDS AND ARROWS ARE TO BE PAINTED REFLECTIVE WHITE. "YIELD" PAVEMENT 1' -0" (TYP.) NOTE: MARKING* (NO SCALE) LEFT TURN 1 ' -0" 4' -9" (TYP.) ALL TRAFFIC FLOW ARROWS TO BE REFLECTIVE YELLOW PAINT PER SPECS. RIGHT TURN TRAFFIC FLOW ARROW* (NO SCALE) 8'(TYP.) ACCESS ISLE 5' (STD. STANDARD 60' SYMBOL AS SPECIFIED BY STANDARD 60' SPACES EDGE OF STRIPE ACCESSIBLE) 8' (VAN ACCESSIBLE LOCAL CODES (TYPICAL) (SEE SITE PLAN FOR ACCESSIBLE) SPACE S17F1 9.24' 9.24' 5.77' OR 9.24' (MIN.) ea cn 04 YACCESS WAY _ ACCESSIBLE XGN. SEE SITE PLAN (TY ) �O _ o 10' 20' 30' MIN. 4 c SEE SITE PLAN FOR TRAFFIC WHITE STRIPING 2' -0" EDGE OF STRIPE TYPE \_4" O.C. (TYP.) OR COLOR AS 4" TRAFFIC BLUE PERIMETER SPECIFIED BY LOCAL CODES STRIPING OR COLOR AS SPECIFIED BY LOCAL CODE. 600 STRIPING DETAIL ® EDGE OF STRIPE m ml x - N EDGE OF STRIPE STANDARD 90' _ ACCESSIBLE SPACE ACCESS AISLE 5'(STD. ACCESSIBLE) 8'(VAN ACCESSIBLE) 8' (TYP) Y ACCESS WAY 4S 10' 20 17' MIN. O.C. USE ONLY WHERE INDICATED ON SITE PLAN SEE SITE PLAN FOR _/ TYPE 4" TRAFFIC WHITE STRIPING 2' -0" 4" TRAFFIC BLUE PERIMETER STRIPING O.C. (TYP.) OR COLOR AS OR COLOR AS SPECIFIED BY LOCAL SPECIFIED BY LOCAL CODES CODE. EDGE OF PAVEMENT OR FACE OF CURB STOP BAR CL 0 I 00 0 i 00 5' -9" N 8' -5" ^ a 1' -8" , , 1' -8" , 1' -8" 1' -8" � \\ N ' 1 0 0 I N L I w ii O Lu LJ' W � I z" 10" a c� ui 0 LL uu/ J' SEE PLAN W �Tr\ CURBING OR STRIPING NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. 8' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE 4. ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED ACCESSIBLE SIGN SEE SITE PLAN (TYP.) A 2' VARIES 4" TRAFFIC WHITE (TYP) A (MIN) STRIPING (TYP.) STANDARD an, cpArPQ 9p, FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW: 1. PEDESTRIAN CROSSWALKS: WHITE 2. EXTERIOR SIDEWALK CURBS, LIGHT POLE BASES, AND GUARD POSTS: YELLOW 3. FIRE LANES: RED OR PER LOCAL CODE 4. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW 5. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE a 6. ADA SYMBOLS: BLUE OR PER LOCAL CODE 7. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS. 8. PARKING STALL STRIPING: YELLOW, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 9. ASSOCIATE PARKING AREA: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 10 1 9 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. 8' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE 4. ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED 900 STRIPING DETAIL EDGE OF STRIPE FACE OF CURB DIMENSION CHART NOTES: B 1. WORDS AND ARROWS FOR DRIVEWAYS SHALL BE APPLIED D ** ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B OF 9.5' THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR 10.97' STREETS AND HIGHWAYS NOTE: 2. THESE WORDS AND BAR ARE TO BE PAINTED REFLECTIVE 1. WORDS AND ARROWS FOR DRIVEWAYS WHITE. SHALL BE APPLIED ACCORDING TO 30.05' REQUIREMENTS AS OUTLINED IN 19' SECTION THE MANUAL ON 10.97' TRAFFIC UNIFORM TRAFFFIC CONTROL DEVICES STOP BAR FOR STREETS AND HIGHWAYS 11.55' 10.97' (NO SCALE) 2. THESE WORDS AND ARROWS ARE TO 20' BE PAINTED REFLECTIVE WHITE. 11.55' RIGHT /LEFT TURN ONLY 10' PAVEMENT MARKINGS* 11_55j (NO SCALE) 32.36' �Tr\ CURBING OR STRIPING NOTES: 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. 8' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE 4. ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED ACCESSIBLE SIGN SEE SITE PLAN (TYP.) A 2' VARIES 4" TRAFFIC WHITE (TYP) A (MIN) STRIPING (TYP.) STANDARD an, cpArPQ 9p, FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW: 1. PEDESTRIAN CROSSWALKS: WHITE 2. EXTERIOR SIDEWALK CURBS, LIGHT POLE BASES, AND GUARD POSTS: YELLOW 3. FIRE LANES: RED OR PER LOCAL CODE 4. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW 5. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE a 6. ADA SYMBOLS: BLUE OR PER LOCAL CODE 7. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS. 8. PARKING STALL STRIPING: YELLOW, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 9. ASSOCIATE PARKING AREA: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 10 1 9 1. SEE SITE PLAN FOR TOTAL LAYOUT 2. THESE DETAILS ARE FOR REFERENCE AND DIMENSION CONTROL ONLY 3. 8' ACCESS AISLE SHALL BE PLACED ON THE PASSENGER SIDE OF A VAN ACCESSIBLE SPACE 4. ALL DIMENSIONS ARE TO CL OF STRIPE UNLESS OTHERWISE INDICATED 900 STRIPING DETAIL EDGE OF STRIPE FACE OF CURB DIMENSION CHART A B C D ** E ** 9.5' 18' 10.97' 10.39' 30.05' 10' 18' 11.55' 10.39 30.05' 9.5' 19' 10.97' 10.97' 31.20' 10' 19' 11.55' 10.97' 31.20' 9.5' 20' 10.97' 11.55' 32.36' 10' 20' 11_55j 11.55' 32.36' ** = MINIMUM DIMENSION EDGE OF STRIPE OR FACE OF CURB SEE SITE PLAN FOR CURBING OR STRIPING RADIUS EQUALS 1/2 OF THE "A" DIMENSION OR 5' MAX. PARKING LOT STRIPING DETAILS* (NO SCALE) 8 DIMENSION CHART A B 9.5' 18' 9.5' 19' 9.5' 20' 10' 18' 10' 19' 10' 20' 3" �F STRIPING 10 STRIPING l ACCESSIBLE PARKING SYMBOL LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING 6, -0" DOWEL DIAMETER = T/e (IN) 16" LONG SMOOTH DOWEL @ 18" O.C. T = PAVEMENT THICKNESS VERTICAL SAW -CUT Y4" MIN. POURED JOINT SEALING COMPOUND =PROE'CISED - PAVEM ENfi TOP Y8" NO SEALING SAWCUT NOTES: 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. BUTT JOINT DOWEL DIAMETER = T/e (IN) 16" LONG SMOOTH DOWEL @ 18" O.C. T = PAVEMENT THICKNESS VERTICAL SAW -CUT Y4" MIN. POURED JOINT SEALING COMPOUND DOWEL SLEEVE (CLOSED FIRST POUR SECOND POUR END) TO FIT DOWEL AND BE SECURED 0/, r- . TOP YS" NO SEALING DOWEL TO BE LUBRICATED COMPOUND NOTE: DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. CONSTRUCTION JOINT v u Id MINE n�FN& AAIrc • 7-4 \0 00 � DOWEL DIAMETER = Tib (IN) \0 h C H 16" LONG SMOOTH DOWEL @ 18" O.C. \0 Q VERTICAL SAW -CUT 0000 0011 T = PAVEMENT Ya MIN POURED JOINT t--: tz C THICKNESS " . SEALING COMPOUND DOWEL SLEEVE (CLOSED .--4 ~ M M 00 0 �! . END) TO FIT DOWEL AND I Z BE SECURED 2" MIN. w r 1Y4" MIN• • CtIARANCE U iOP Y8 NO SEALING DOWEL TO BE M UND LUBRICATED 1 Y4." MIN gFnwoon EXPANSION JOINT FILLER QI 1 � NOTE: O DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. a rA TRANSVERSE EXPANSION JOINT oho Ql T = PAVEMENT VERTICAL SAW -CUT Q W THICKNESS Y4" MIN. POURED JOINT 7 SEALING COMPOUND O (� e U TOP NO SEALING tn M UN C CONCRETE JOINT DETAILS* (NO SCALE) CAST STONE MONUMENT SIGN SIGN BORDER AND ETCHED LETTERING PAINTED "CAPTIVATING CREAM" SW #6659 HATCHED AREA TO BE PAINTED "NOBILITY BLUE" SW #1504 12' -0" FRONT / REAR ELEVATION MONUMENT SIGN (NO SCALE) 7 CONTRACTION JOINT yf 1' -2" "TEXAS BILTMORE" BY CENTURION PILLAR CAP BRICK PILLAR "CINNAMON IRONSPOT" BY SIOUX CITY BRICK "TEXAS BILTMORE" BY CENTURION PILLAR BASE 0 c o_ � E E E O (n N U c a, o N c: w w o E c: E E�� E -0 -o U rZ c Z-0 (A m o a' Q N Q L C - - at N U N U P �O Q O G-4 Irte, �. v co w N co rte^^ N CO v1 I 1' -4" v_ O SIDE VIEW �w O �^ Q) L J o o :° o o� `z4 CD llz�� ° E°4 DETAIL <� I � �O 6-�,; CL Q) r4r4 CL SHEETSHEET NO. PROJECT NO. W05 -0481 Ln O z o0 3 w 0 y; w c� o N `t o Q w = Q i a� �C) zLn Q w P-4 a Q Q Q U v Q o Y w >� W Y w W Y w W w w w Y w w 0 WoarnOoto 0 0 0 0 o �- CCNN N 0 0 0 0 O O 0 c o_ � E E E O (n N U c a, o N c: w w o E c: E E�� E -0 -o U rZ c Z-0 (A m o a' Q N Q L C - - at N U N U P �O Q O G-4 Irte, �. v co w N co rte^^ N CO v1 I 1' -4" v_ O SIDE VIEW �w O �^ Q) L J o o :° o o� `z4 CD llz�� ° E°4 DETAIL <� I � �O 6-�,; CL Q) r4r4 CL SHEETSHEET NO. PROJECT NO. W05 -0481 10 9 8 ? 6 5 4 3 2 1 B PLAN NOTES: • �D 00 O SEE IND ❑T STANDARD DRAWING 10 INDOT STANDARD rA � � C � E 604 - SWCR -02 FOR GROOVE 1 ° DRAWING E 604 - SWCR -03 Q DETAILS FOR TYPICAL RAMP �p C U O DETECTABLE WARNING CONSTRUCTION DETAILS. B V �" v1 SURFACE PER ADA STANDARDS, 1i" 0 bolt x Q 1 1 SEE IMDOT STANDARD 2-4"0 bars 2 -620 2' -2 (4" min. CC o4 d' •, SOD O SIDEWALK ACROSS APPROACH DRAWING E 604 - SWCR -01 A � � Q SHALL BE SPED AT 5011 AND -02 FOR LOCATION thread, hex M M 00 .►J �l MAXIMUM TRANSVERSELY, 1„ head, 2 flat w PLAN AND GENERAL NOTES WWF 6 X 6- 4� wash and hex �I 6 N, 9 IN CASE OF CONCRETE RESPECTIVELY. max. 2 A 1 3 OS� O DRIVEWAY THERE WILL BE N❑ W4 X W4 nut) CURBS PRESENT. THIS SIDE 12 VERTICAL FACE CURB � 4' -6 X 9' -6 1 SHALL BE ADJUSTED OPTIONAL I % 6 2" (typ•) 1/2" RADIUS TOOLED JOINT OR B (� 7 � J, y ACCORDINGLY. 1" DEEP SAWED JOINT (TYP.) Q B ��P � � A 6 �O � �,0 ��•�J 9 O3 Spacer 3 4 0 smooth NOTE: SEE SITE PLAN -.4 O� bars - AND LL EXPANSION BETWEEN SIDEWALK � a A 00� O� Q�OPG� 0" t o 14 4' 104 to 5' -0 (typ.) 1' -3i 8" 3 - pace 2 4 PLAN VIEW �� `� S PQ (yP) (typ') (tyP) (tYP•) �i „0 10 -0 �O 1 " r>4 A TYPICAL BARRIER 6 �� a B REINFORCEMENT 1 T 0 FRONT VIEW REINFORCEMENT DETAILS 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' -0" CONNECTION DETAIL n r WAY FYTrK1rt IC)IKIT CII I r7D CTII1 f1CDTU /1C Cir)MAIAI v \I/ 3 U\7p/ SIDEWALK CURB MP TYPE'H' 13 12,i 7 GESIRAN E� 1 1 QTT1D «I A T II !''T TD i2 Q D A AiTD Q TT�TTI(1T TVDD r! A ATTI TVDC L7 �1T1 NOTES: 4 smooth bo1-s O " 1/ O Section A -A shows reinforcement with welded wire fabric. The WWF may be bent to the shape of the wall. o � I WWF 6 X 6- 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" 5' -0" � ° 4 °-d'O °00� d ° w gP a1��O r�l ,.. ro !� x Wr� � 9 �C _ U11J1: rr AL11 ylJ1W ►a l%r>,1V11 U 11V1JV 1 1 1 1 li V ru�I1J 1 1 1 li 11 � 6 - - -� U Hex nut may be tack welded to bottom spacer to facilitate installation and removal. Bolts shall be torqued 1 - W4 X W4 O �, 2" (NO SCALE) only to tight condition. Clearance between the spacer and the ends of the barrier shall permit angular I I N 2" (typ -) � 4" AGGREGATE BASE � W 1� deflection at the joints t0 permit flare rate 1 1:1 or flatter. O , NOTE: COURSE COMPACTED TO O j� ° ° , 90% STD. PROCTOR (NP) \I ,� � I I 1 No. E3E BARS U24D 0 C. EACHEWAYTMAX.' BE Ty O3 To spacer TS 4 x 2 x x 10 Ion drilled hole p p g • SPACING, OR 6 x 6 - W1.4 X W1.4 WWF a/ V TR N 6" 6" 6" 6" s" SECTION A -A O B O4 Bottom spacer TS 4" x 2" x 1A" x 1' -4 long. 2„ Z 11n 6 -,0 A O5 Where necessary to meet short radius curving alignment, the shorter top spacer (10 ") may be substituted 2-0 PC CONCRETE o for the standard bottom spacer (16"). p � SLOPE Y4 " /FT. 2 -° SECTION "A -A" O SPACER DETAIL MAX. SIDEWALK � 6' -0 VARIES O6 For additional connection details see Standard Drawing TrP PAVEMENT E 801 - TCCB -01. R Y2" TYP. SIDEWALK CURB RAMP TYPE'G' TEMPORARY CONCRETE ° Where very short radius curving alignment is encountered, spacers may be TS 3 x 2 x 4 x the appropriate length as Shawn above. BARRIER DETAIL 6" TYP. N INDIANA DEPARTMENT OF TRANSPORTATION SEE SITE PLAN Ln 8O In lieu of the connection detail shown, the J -J Hook temporary barrier connection of Easi -Set Industries as o SECTION "A -A" described in FHWA acceptance letter B -52 of March 26, 1999 may be used. STANDARD DRAWING NO. E 801- TCCB -02 (3- 01 -05) v N SECTION B -B w LLJ (NO SCALE) E ca Q Q) �- �- O C7 Q W N F UTILITY STRIP WIDTH: r z L- Q w U TYPE G 2 0 MIN, 5 0 MIN, FOR TYPE G TYPE H- 0 6' -0 MIN, FOR TYPE H VARIES 2 2 2 1:4 Q wn Q Q o SLOPE 5Q:1 MAX. __WI0.3' CONCRETE SIDEWALK* P A V EM EN 0,3• (NO SCALE) 1., 1�1 111 1W 1 W W W W W o E" -C-4 \ \ SECTION "B -B" 6' O GROOVE DETAILS g o 0 0 0 0 E 6" SCH. 40 STEEL PIPE a WWW.ARMOR- TILE.COM FILLED W/ CONC. WITH TOP Z 1"- INDOT HMA 9.5 MM SURFACE COURSE 4'- 0.313" 4'- 0.313" ROUNDED. E / 3.5 "- INDOT HMA 19 MM BINDER DETAIL 1 125" 3'- 9.813" 1.25" 3.1565" COURSE 28 DOMES 0 1.7" SPACING C/C 0.1875" 0.188" TYP. 8" - COMPACTED INDOT #53 CRUSHED STONE (2 LIF OF TS) 00 00000000000000000 00000000 00000000000000000000000000 I FULL DEPTH ASHPALT I CONCRETE ® ® ®a ® ® ® ® ® ® ® ® ® ® ® ®aao ® ® ® ° ® ® ® ®® 0000000000000000000000000000 0000000000000000000000000000 OPTION OPTION 0 Ss 0000000000000001.000000000000 CONCRETE CURB CONCRETE CURB i 1` 0000000000000000000000000000 I I -I - I I I- 1 1 I I I I -1 I I I -1 I I- I I I I I I =I I I - 1 ► -I I I 1 I II, I, I -I II : I III 1= I I 1 2 I N m 0000000000000000000000000000 0 o ®m ® ®o ®o ® ® o�a®® ®000 ® ®oo ® ® 01=I = I I1-=- 1 I= 000000 0 00000 00000000:0000000000 000MPACTED SUBGRADE 0 0 000 0 4 d aaaaoaaaa000a00000000000000 5 d l l RNAL FMBFDMENT Q- rr__ 6 0.625" FLANGE 15 PER TILE 2500 PSI P.C. �V ( ' N 0.625" 0 1M75UN IA. i 0.0625" DEEP N 3 CONCRETE HEAVY DUTY ASPHALT PAVING C, DRIVE WAYS DESIGN CBR VALUE = 5 MINIMUM (TYP.) (NO SCALE) _ A- CA 1 1 =1 -o" SCALE BmEe =i - PLAN -TILE �A a NOTES: 4° �4 % V �� REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT L �� NOTE: o 2' -0.6" / �\ /� - /\Y GQ CONSIDERATIONS 1' -6" 1" - INDOT HMA 9.5 MM SURFACE COURSE / 2.5" - INDOT HMA 19 MM BINDER COURSE 8" - COMPACTED INDOT #53 CRUSHED STONE (2 LIFTS) U I -III -I -III - -III -I I I -III -I I I -I I I -I I I -I I -I 11= III -1 I I -1 I I -1 I I -1 I I- I I I =III -1 I I, I I„ III COMPACTED SUBGRADE STANDARD DUTY ASPHALT PAVING PARKING FIELD DESIGN CBR VALUE = 5 (NO SCALE) ENGINEERFD PLASTICS 14 SPACES 0 3" 3' -6" (cl=12 ") ALTERNATIVE 1 (D +D1= 9' +6'=151) M ALL PIPES SHALL BE PAINTED LO r` 1" SURFACE 0.625" #11 OR #12 E zi 2" BINDER #9 0 3 9" BASE #50 6" BASE #50 4 N.A. N.A. 5 N. A. N. A. a �9 6" COMP, AGGR, 60 0 I a. a a 0 08/18/02 ISSUED K.S. CV 0 U cn O 0 O Cr APRR. CONFIDENTIAL AND PROPRIETARY DOCUMENT U. PATENT 125" 1.7" . 0 a: a :0 n 10 EQUAL SPACES 0 0.17" C/C (NO SCALE) M N 0 0.4" r` 0 a :0 a 0 0 a 0 :0 0 0 30 ®: 0 :0 a 0 0 o 0 0 :0 a 0 0 ©: 0 0 0. 0 0 : 0 0 :0 :. 0 :: Q: 9 :0 a. a 0 0 0 :0 0. a o 0: a :a a a 0 � _ a s :® o: 0 0 0: 0 :0 a DRAWN 0 ® KENNETH E. SZEKELY FULL SCALE EMBEDMENT FLANG REEC AS SHOWN ON PLAN O O 0 0 0 PAVEMENT OR FINISHED O o W CHECKED o E 0 .0 0 0 0 MW 0 -0 0 0 0 0' 0 5 d l l RNAL FMBFDMENT Q- rr__ 6 0.625" FLANGE 15 PER TILE 2500 PSI P.C. �V ( ' N 0.625" 0 1M75UN IA. i 0.0625" DEEP N 3 CONCRETE HEAVY DUTY ASPHALT PAVING C, DRIVE WAYS DESIGN CBR VALUE = 5 MINIMUM (TYP.) (NO SCALE) _ A- CA 1 1 =1 -o" SCALE BmEe =i - PLAN -TILE �A a NOTES: 4° �4 % V �� REFER TO GEOTECHNICAL REPORT FOR ALL PAVEMENT L �� NOTE: o 2' -0.6" / �\ /� - /\Y GQ CONSIDERATIONS 1' -6" 1" - INDOT HMA 9.5 MM SURFACE COURSE / 2.5" - INDOT HMA 19 MM BINDER COURSE 8" - COMPACTED INDOT #53 CRUSHED STONE (2 LIFTS) U I -III -I -III - -III -I I I -III -I I I -I I I -I I I -I I -I 11= III -1 I I -1 I I -1 I I -1 I I- I I I =III -1 I I, I I„ III COMPACTED SUBGRADE STANDARD DUTY ASPHALT PAVING PARKING FIELD DESIGN CBR VALUE = 5 (NO SCALE) ENGINEERFD PLASTICS ASPHALT (cl=12 ") ALTERNATIVE 1 (D +D1= 9' +6'=151) M ALL PIPES SHALL BE PAINTED 1" SURFACE 1" SURFACE 1 #11 OR #12 E zi 2" BINDER #9 2" BINDER #9 3 9" BASE #50 6" BASE #50 4 N.A. N.A. 5 N. A. N. A. � � 20" 20" 45' 90" POINTS 6" COMP, AGGR, 60 0 I (SIZE No, 53) 0 08/18/02 ISSUED K.S. CV 0 U cn o- DATE © 2003 ENGINEERED PLASTICS APRR. CONFIDENTIAL AND PROPRIETARY DOCUMENT U. PATENT 125" 1.7" . 2'-0" PIPE BOLLARD DETAIL* n 10 EQUAL SPACES 0 0.17" C/C (NO SCALE) M N 0 0.4" r` 0 S. NO. 5,303,669, 5,775,835, 2,070,984, 0.1875" N o Q' 0 SCALE AS NOTED INTERNAL EMBEDMENT LANGE C SEE LAN 0000 000000000 000 FULL SIZE AND 2,032,532. U.S. PATENTS PENDING DESIGNED BY K E.S. DATE OB /90 FOR ORIENTATION) 0 000 0 0 0 0 000 0 0 rn „ •E � _ SECTION A -A 0. IA. HOLE THROUGH a 0 0 0 000 0 0 O DRAWN M.D. ® KENNETH E. SZEKELY FULL SCALE EMBEDMENT FLANG REEC AS SHOWN ON PLAN O O 0 0 0 PAVEMENT OR FINISHED O o W CHECKED o E E O O 0 o o rn O 0 O O O O PROJECT MANAGER 0.625" DIA. HOLE THROUGH O O O 0 0 0 O 0 0 GRADE O - a 3 ° a- o I r�l `T O TRADE PART NO. `r 0 0 0 0 0 0 0 0 0 0 0 0 0 MATERIAL LIST IN I FLANGES (3 PER FLANGE) , MATERIAL VITRIFlED POLYMER COMPOSITE ,� - - -0 a U '- 20" 20" 45' 45" �1 EACH SIDE ^ W 0000000000000000000 00 .20" O 90 POINTS a M "' J ITEM DESCRIPTION PART NO. OVY 1 ARMOR TILE ADA -C -2448 1 / // / / 18" CONCRETE PAD N CY) /� �\ //• �\ a 0 0 0 0 0000000 O 0 rn M C� (n p ��� 0 0 0 0 0 0 0 0 0° ADA &CALIFORNIA TITLE 24 COMPLIANT p o 00 FINISH FL00 4" CONCRETE 3 500 PSI Q � 0 0 0 0 0 � O O O O 00 v) Q Uj UQ c PROJECT M 00 000 0 0 o MIN. EDGE OF TURF a . 6 ( ) SLOP �• [� \ \\ �/j 00 0 0 0 0 0 O 00 \ 00 i a 0 U pr. 0 Nut 9 I 8 I 7 6 I 5 I 4 I 3 24 "0 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) (FOR HOLE PLACEMENT SEE TOP SLAB DETAIL ON SHEET 4) MANHOLE RISER (5' 1. D.) PLAN VIE`M1' ELEVATION VIEW (SHEET 2) w z bi �CL w �LL_ w 0 U ELEVATION VIEW (SHLL' 2) 18" RCP OUTLET PIPE — OIL BAFFLE 18" RCP INLET PIPE FIBERGLASS INLET & CYLINDER (SHOWN IN BACKGROUND) CDS MODEL PMSU20_20, Lt CPS TREATMENT CAPACITY STORM {PATER TREATMENT UNIT (rIcxr- naNueo coueIcoaarioN) SCALE J ❑B# IN -06 -012 1 17 WAL -MART M DATE 3/08/06 SHEET SM -W- 10 DRAWN PRB ZIONSVILLE, INDIANA TEC FPPROV. 1112 CorUrar Lorne. Lcubv" Kentucky C=2) 42Cr -G= rrirmcdstochcm CENTER OF 72 "0 TOP SLAB INSIDE OF R WALL (SHOWP BACKGROL SLAB DETAILS CENTER OF 24 "0 ACCESS OPENING (TYP.) TOP SLAB INSIDE OF RISER WALL (SHOWN IN BACKGROUND) JTER OF 'ARATION SLAB A,Q p/ 3,0 '�4 / CENTER OF 21 "o pA ST9 7' I` SUMP OPENING POINT OF S�Tip�'Q SHORTEST DISTANCE SEPARATION SLAB CDS MODEL PMSU20-20, I.t CPS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) ,SCALE J ❑B# IN -06 -012 1 = 2.5 M WAL -MART DATE 3/08/06 SHEET ol SM -W -10 DRAWN PRB ZIONSVILLE, INDIANA APPR ❑V, 4 1112 Carllnar Lane, LcuhrMw Kentucky C312) 426 -8112 wr ccbtechcon 9 I 8 I 7 ELEVATION VIEW 24" MAHNOLE COVER & FRAME (H -20) (TYP. OF 2) TOP EL. 895.5' 8 ± e a 4 MH RISER SEPARATI ❑N CHAMBER 3.99 a r 4 a 44, 01 L BAFFLE 25 "0 FIBERGLASS 3 SEPARATI ❑N rF FLOW 4.00 25 "� 18" RCP SECTION 18" RCP SEPARATION OUTLET PIPE INLET PIPE 2 INV. 891.22' SECTION VIEW INV. 891.22' SCREEN i " VIEW (SHEET 3) 69,00 (SHEET 3) DEPTH BELOW a : d . ° ; 6.00 PIPE INVERT SEPARATION ° 21 "0 SUMP PLATE OPENING °. (TYP.) 24.00 °p SUMP d, e. e d 8 8. 0 a 0.0 INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24"0 15"0 PLAN VIEW CDS MODEL PMSU20-20, 1.1 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) SCALE IIII�II"'1\\\ J ❑B# IN -06 -012 1 „ = 2.5' M WAL- MART DATE 3/08/06 SHEET D LN-, ) SM -W -10 DRAWN PRB ZIONSVILLE, INDIANA 2 TLICHNOLO� APPR ❑ V . 1112 CarUnar Lane, LoulzWe Kentucky C500 426 -0118 rmr cdstechccn CONSTRUCTION NOTES 24" MANHOLE COVER & FRAME (H-20)— (TYP. OF 2) ° d A FLOW ' 18" RCP INLET PIPE DRILL & INSERT ANCHOR BOLTS TO SECURE FIBER- GLASS INLET TO MANHOLE RISER WALL (6 REQUIRED) MH RISER SEPARATI ❑N CHAMBER BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC ° JOINT SEALANT (TYP.) d HARDWARE SUPPLIED BY CDS TECHNOLOGIES. d ° 14 A ° INTEGRAL SEPARATION da SUMP SLAB d d ° a d ° ° kY7 v JS �F e-ai! it +• Al+k 12' (TYP.) \,---6" COARSE GRAVEL DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ.'D). HARDWARE SUPPLIED BY CDS. .18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN UP AND RED DOWN DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. CDS MODEL PMSU20-20, 1.1 CFS TREATMENT CAPACITY STORK[ WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) _ III�'III't1`\\ J ❑B# IN -06 -012 1 /rSCAL2.5' I M WAL -MART lill DATE 3/08/06 SHEET SM -W -1 O DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V, 1112 CarUr4r Lone. Lo dzvUe Kentucky C'M 42b -8118 wr cdztech.con 6 5 4 2 SECTION t %IE4V ATTACH FLANGES OF OIL BAFFLE TO WALL OF MANHOLE RISER W/ ANCHOR BOLT (16 REQ.'D) HARDWARE SUPPLIED BY CDS na CENTER OF MANHOLE RISER d ° a d MANHOLE RISER (5' 1. D.) FIBERGLASS INLET 4" FLANGE ON INLET SIDES, J 6" FLANGE ACROSS BOTTOM w zw �CL �o w z� z w 0 U t3J 18" RCP OUTLET PIPE CENTER OF SCREEN & 21 "0 SUMP OPENING 44 (FOR SUMP OPENING PLACEMENT ° SEE SEPARATION SLAB DETAIL SHOWN ON SHEET 4) a 25"o SEPARATION SCREEN (2400 — MICRON) d ° I ATTACH SCREEN TO SLAB ° W/ ANCHOR BOLTS (4 REQ.'D) HARDWARE SUPPLIED BY CDS. \� ATTACH SIDE AND BOTTOM AL I FLANGES TO WALL OF MH 0 RISER W/ ANCHOR BOLTS (6 REQ.'D) HARDWARE SUPPLIED BY CDS 0, 18" RCP INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20_20, 1.1 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT- HANDED CONFIGURATION) jj SCALE J ❑B# IN -06 -012 1 „ = 2, M WAL -MART DATE 3/08/06 SHEET SM -W -10 ZIONSVILLE, INDIANA DRAWN PRB [APPROV. 1112 CwUrar Lane, LcuWvRe Kentucky C5 0M 426 -MW www cdttechcon 3 WATER QUALITY DETAIL SHEET WEST -10" OUTFACE 2 • .-+ NO 00 rA 4 �-QO NOoI U cn cn oo V y �Z a r-4 0 rA a� 00 Q1 � x p� W U�4 O� W z� O U Ln 0 z 6-i LLJ w oo � Qv � E QQ a) �3 zo o Q E Ln w Q) °(o w x x ¢ " Y Y Y Y Y w w w w w W w w w w W O Q O 0 0 Wo�o�o ¢ •-- N N t") g o 0 0 0 0 a c � 0 0 .( E 0 cn N U rn o N 0 v -u� :' 'E T w o E o E •� — E Ec/) w 0 U " E � CL Z -0 cn o v a' ¢ to UQ Uj QU v z� Ov a)Q °'� E 0- N U N U JQN1.10�� PQQ �O O O O E-.4 O w �{ U w � 04 co E.,; N co z O O � 0) O O �^ O Lo G� O c Q co Lo 4� w - O c' � w SHEET N0. 65501 PROJECT NO. W05 -0481 25uo FIBERGLASS SEPARATI ❑N CYLINDER 25 "0 EPARATI ❑N SCREEN HARDWARE SUPPLIED BY CDS TECHNOLOGIES. d ° 14 A ° INTEGRAL SEPARATION da SUMP SLAB d d ° a d ° ° kY7 v JS �F e-ai! it +• Al+k 12' (TYP.) \,---6" COARSE GRAVEL DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ.'D). HARDWARE SUPPLIED BY CDS. .18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN UP AND RED DOWN DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. CDS MODEL PMSU20-20, 1.1 CFS TREATMENT CAPACITY STORK[ WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) _ III�'III't1`\\ J ❑B# IN -06 -012 1 /rSCAL2.5' I M WAL -MART lill DATE 3/08/06 SHEET SM -W -1 O DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V, 1112 CarUr4r Lone. Lo dzvUe Kentucky C'M 42b -8118 wr cdztech.con 6 5 4 2 SECTION t %IE4V ATTACH FLANGES OF OIL BAFFLE TO WALL OF MANHOLE RISER W/ ANCHOR BOLT (16 REQ.'D) HARDWARE SUPPLIED BY CDS na CENTER OF MANHOLE RISER d ° a d MANHOLE RISER (5' 1. D.) FIBERGLASS INLET 4" FLANGE ON INLET SIDES, J 6" FLANGE ACROSS BOTTOM w zw �CL �o w z� z w 0 U t3J 18" RCP OUTLET PIPE CENTER OF SCREEN & 21 "0 SUMP OPENING 44 (FOR SUMP OPENING PLACEMENT ° SEE SEPARATION SLAB DETAIL SHOWN ON SHEET 4) a 25"o SEPARATION SCREEN (2400 — MICRON) d ° I ATTACH SCREEN TO SLAB ° W/ ANCHOR BOLTS (4 REQ.'D) HARDWARE SUPPLIED BY CDS. \� ATTACH SIDE AND BOTTOM AL I FLANGES TO WALL OF MH 0 RISER W/ ANCHOR BOLTS (6 REQ.'D) HARDWARE SUPPLIED BY CDS 0, 18" RCP INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20_20, 1.1 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT- HANDED CONFIGURATION) jj SCALE J ❑B# IN -06 -012 1 „ = 2, M WAL -MART DATE 3/08/06 SHEET SM -W -10 ZIONSVILLE, INDIANA DRAWN PRB [APPROV. 1112 CwUrar Lane, LcuWvRe Kentucky C5 0M 426 -MW www cdttechcon 3 WATER QUALITY DETAIL SHEET WEST -10" OUTFACE 2 • .-+ NO 00 rA 4 �-QO NOoI U cn cn oo V y �Z a r-4 0 rA a� 00 Q1 � x p� W U�4 O� W z� O U Ln 0 z 6-i LLJ w oo � Qv � E QQ a) �3 zo o Q E Ln w Q) °(o w x x ¢ " Y Y Y Y Y w w w w w W w w w w W O Q O 0 0 Wo�o�o ¢ •-- N N t") g o 0 0 0 0 a c � 0 0 .( E 0 cn N U rn o N 0 v -u� :' 'E T w o E o E •� — E Ec/) w 0 U " E � CL Z -0 cn o v a' ¢ to UQ Uj QU v z� Ov a)Q °'� E 0- N U N U JQN1.10�� PQQ �O O O O E-.4 O w �{ U w � 04 co E.,; N co z O O � 0) O O �^ O Lo G� O c Q co Lo 4� w - O c' � w SHEET N0. 65501 PROJECT NO. W05 -0481 Aw (1) U m 0 m m 9 1 8 1 7 PLAN VIEtiti ELEVATION VIEW (SHEET 2) w z w J � w �LL_ w 0 U ci 24 "0 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) (FOR HOLE PLACEMENT SEE TOP SLAB DETAIL ON SHEET 4) MANHOLE RISER (5' 1. D.) 18" RCP OUTLET PIPE ,/----OIL BAFFLE 18" RCP INLET PIPE FIBERGLASS INLET & CYLINDER (SHOWN IN BACKGROUND) cl ELEVATION VIEW (SHEET 2) CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) SCALE J ❑B# IN -06 -012 1 ° = 2' M WAL —MART DATE 3/08/06 SHEET SM —E -10 DRAWN PRB ZIONSVILLE, INDIANA [APPROV. 1112 CnrtMr Lane, Loulrvltte Konticky C5M 426-WO wr.ccztechcon 9 1 8 1 7 6 5 ELEVATION VIEW MH RISER 24 "0 MAHNOLE COVER SEPARATION & FRAME (H -20) CHAMBER (TYP. OF 2) TOP EL. 895.00' 17 d a 43100 FLOW P I 18" RCP INLET PIPE SECTION INV. 890.75' SLA-173 E TAIL S CENTER OF 24"0 FIBERGLASS ACCESS OPENING CENTER (TYP. OF 2) OF 72 "0 3, ` \\ TOP SLAB 3 4.00 1 � ' "0 m '0 `\ INSIDE OF RISER 0 WALL (SHOWN IN BACKGROUND) SCREEN SEPARATI❑ TOP SLAB INSIDE OF RISER CENTER OF WALL (SHOWN IN SEPARATION SLAB BACKGROUND) e"-- 3.0 Oq 5� 7, c CENTER OF 21 "0 AOSiTO SUMP OPENING POINT OF SHORTEST DISTANCE SEPARATION SLAB CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT- HANDED CONFIGURATION) WAL— MART J ❑B# IN -06 -012 SCALE 1 „ = 2.5' DATE 3/08/06 SHEET M SM —E— 1 O ZIONSVILLE, INDIANA DRAWN PRB 4 APPR ❑V, 1112 Cw -L%ar Lane, LcuWAW Kentucky C 426 -119 wr cdttechcon 9 1 8 1 7 6 5 ELEVATION VIEW MH RISER 24 "0 MAHNOLE COVER SEPARATION & FRAME (H -20) CHAMBER (TYP. OF 2) TOP EL. 895.00' 17 d a 43100 FLOW P I 18" RCP INLET PIPE SECTION INV. 890.75' d d d dd 01 L BAFFLE 18" RCP OUTLET PIPE INV. 890.75' VIEW 62.00 °d. a 6,00 (SHEET 3) DEPTH BELOW SEPARATION PIPE 21 "� SUMP INVERT PLATE OPENING (SEE INSERT) 24' 0o SUMP ° d d 8, 0 0 SECTION VIEW (SHEET 3) INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24"0 15"0 PLAN VIEW CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) 1ill'II'1"`\\ J ❑B# IN -06 -012 1 „S = 2.5' M WAL — MART DATE 3/08/06 SHEET SM —E -10 - DRAWN PRB ZIONSVILLE, INDIANA 2 APPR ❑V, UM Cw0mr Lane, Lcdxv to Kentucky 426-MS .r..cdzt:ch wn CONSTRUCTION NOTES 24" MANHOLE COVER & FRAME (H -20) (TYP. OF 2) Q. a 18" RCP INLET PIPE DRILL & INSERT ANCHOR BOLTS TO SECURE FIBER- GLASS INLET TO MANHOLE_ RISER WALL (6 REQUIRED) HARDWARE SUPPLIED BY CDS TECHNOLOGIES. DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. 12' (TYP,) FLOW °a MH RISER SEPARATION CHAMBER BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC a JOINT SEALANT (TYP.) 40 FIBERGLASS SEPARATI ❑N CYLINDER 3 4.00 25 "0 25 '0 2)' SCREEN SEPARATI❑ SCREEN 14' d d d dd 01 L BAFFLE 18" RCP OUTLET PIPE INV. 890.75' VIEW 62.00 °d. a 6,00 (SHEET 3) DEPTH BELOW SEPARATION PIPE 21 "� SUMP INVERT PLATE OPENING (SEE INSERT) 24' 0o SUMP ° d d 8, 0 0 SECTION VIEW (SHEET 3) INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24"0 15"0 PLAN VIEW CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) 1ill'II'1"`\\ J ❑B# IN -06 -012 1 „S = 2.5' M WAL — MART DATE 3/08/06 SHEET SM —E -10 - DRAWN PRB ZIONSVILLE, INDIANA 2 APPR ❑V, UM Cw0mr Lane, Lcdxv to Kentucky 426-MS .r..cdzt:ch wn CONSTRUCTION NOTES 24" MANHOLE COVER & FRAME (H -20) (TYP. OF 2) Q. a 18" RCP INLET PIPE DRILL & INSERT ANCHOR BOLTS TO SECURE FIBER- GLASS INLET TO MANHOLE_ RISER WALL (6 REQUIRED) HARDWARE SUPPLIED BY CDS TECHNOLOGIES. DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. 12' (TYP,) FLOW °a MH RISER SEPARATION CHAMBER BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC a JOINT SEALANT (TYP.) s e d n <d /Z SUMP d ° d d . S.e�s•'ti�X_brti� y •L!.✓��`45�����.1''.;� {Mir. 6" COARSE GRAVEL DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ_'D). HARDWARE SUPPLIED BY CDS. 18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN DOWN AND RED UP INTEGRAL SEPARATION SLAB CDS MODEL PMSU20-15, U.7 CFS TREATMENT CAPACITY" STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) SCALE J ❑B# IN -06 -012 1 = 2.5 j M WAL —MART DATE 3/08/06 SHEET SM —E— 1 0 DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V. 1112 Cwlbmr Lane, LoutrAW Kentucky C302) 426-CM wr cdstech-con 6 1 5 1 4 4 3 2 NO 00 rA .� Q O H V IT�� 00 0o et z W-4 ",4 t` t` o M M 00 aJ SECTION VIEW X ;'4 w z uj � � Q w W z bj 0 Lo w U a a 18" RCP rA ATTACH FLANGES OF GIL BAFFLE OUTLET PIPE vj z g TO WALL OF MANHOLE RISER W/ CENTER OF SCREEN o ANCHOR BOLT (16 REQ.'D) 21 "o SUMP OPENING HARDWARE SUPPLIED BY CDS (FOR SUMP OPENING PLACEMENT a SEE SEPARATION SLAB a/ CENTER OF DETAIL SHOWN ON SHEET 4) as o0 W 0 MANHOLE RISER 00 25"0 SEPARATION �3 ® SCREEN (2400 — MICRON) a x d W� a a rA a ATTACH SCREEN TO SLAB 04 MANHOLE RISER ° W/ ANCHOR BOLTS (4 REQ.'D) z (5' ,.D.) ° HARDWARE SUPPLIED BY CDS. C ad � a O \\ ATTACH SIDE AND BOTTOM FIBERGLASS INLET I FLANGES TO WALL OF MH 4" FLANGE ON INLET SIDES, o I RISER W/ ANCHOR BOLTS 6" FLANGE ACROSS BOTTOM (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP C=)' INLET PIPE Ln -0 0 NOTES: 00 [=a o w pa 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED L°n z o o PER ASTM C-478. w Ln CD Q E rx° � 'D 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE a r� ca Q ca o STRENGTH OF 4,000 PSI. Y Y Y Y Y w w w w w � W W W W W a0000 CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY Q N N n Qooaoo STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) E CTECHNOLD=11111\\\ — J ❑B# IN -06 -012 1SCAL 2 WAL MART M S M — E —10 DATE 3/08/06 SHEET ZIONSVILLE, INDIANA DRAWN PRB N U c APPR ❑V, Q cn 2 lilt! CurUmr Lane, LoW:M ft KenUcky C312) 425 -8119 wrcdxtechcon -E c _N w o E E E uu)) ° E co �. ft, -0 v u rE�noo� cn Q vi Q i L a- �' c E c E CL N U N U �O G� P �0 0 0 Q) �E-4 Co wi � Q4 co co O CQ a � w o o ti t� w 0 WATER UA ITY Lo i DETAIL a � ° N SHEET SHEET No. EAST 10" OUTFACE 6 5 6 0 PROJECT N0. W05 -0481 z , 25`0 FIBERGLASS SEPARATION CYLINDER 25 "0 SEPARATION SCREEN s e d n <d /Z SUMP d ° d d . S.e�s•'ti�X_brti� y •L!.✓��`45�����.1''.;� {Mir. 6" COARSE GRAVEL DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 REQ_'D). HARDWARE SUPPLIED BY CDS. 18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN DOWN AND RED UP INTEGRAL SEPARATION SLAB CDS MODEL PMSU20-15, U.7 CFS TREATMENT CAPACITY" STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) SCALE J ❑B# IN -06 -012 1 = 2.5 j M WAL —MART DATE 3/08/06 SHEET SM —E— 1 0 DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V. 1112 Cwlbmr Lane, LoutrAW Kentucky C302) 426-CM wr cdstech-con 6 1 5 1 4 4 3 2 NO 00 rA .� Q O H V IT�� 00 0o et z W-4 ",4 t` t` o M M 00 aJ SECTION VIEW X ;'4 w z uj � � Q w W z bj 0 Lo w U a a 18" RCP rA ATTACH FLANGES OF GIL BAFFLE OUTLET PIPE vj z g TO WALL OF MANHOLE RISER W/ CENTER OF SCREEN o ANCHOR BOLT (16 REQ.'D) 21 "o SUMP OPENING HARDWARE SUPPLIED BY CDS (FOR SUMP OPENING PLACEMENT a SEE SEPARATION SLAB a/ CENTER OF DETAIL SHOWN ON SHEET 4) as o0 W 0 MANHOLE RISER 00 25"0 SEPARATION �3 ® SCREEN (2400 — MICRON) a x d W� a a rA a ATTACH SCREEN TO SLAB 04 MANHOLE RISER ° W/ ANCHOR BOLTS (4 REQ.'D) z (5' ,.D.) ° HARDWARE SUPPLIED BY CDS. C ad � a O \\ ATTACH SIDE AND BOTTOM FIBERGLASS INLET I FLANGES TO WALL OF MH 4" FLANGE ON INLET SIDES, o I RISER W/ ANCHOR BOLTS 6" FLANGE ACROSS BOTTOM (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP C=)' INLET PIPE Ln -0 0 NOTES: 00 [=a o w pa 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED L°n z o o PER ASTM C-478. w Ln CD Q E rx° � 'D 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE a r� ca Q ca o STRENGTH OF 4,000 PSI. Y Y Y Y Y w w w w w � W W W W W a0000 CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY Q N N n Qooaoo STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) E CTECHNOLD=11111\\\ — J ❑B# IN -06 -012 1SCAL 2 WAL MART M S M — E —10 DATE 3/08/06 SHEET ZIONSVILLE, INDIANA DRAWN PRB N U c APPR ❑V, Q cn 2 lilt! CurUmr Lane, LoW:M ft KenUcky C312) 425 -8119 wrcdxtechcon -E c _N w o E E E uu)) ° E co �. ft, -0 v u rE�noo� cn Q vi Q i L a- �' c E c E CL N U N U �O G� P �0 0 0 Q) �E-4 Co wi � Q4 co co O CQ a � w o o ti t� w 0 WATER UA ITY Lo i DETAIL a � ° N SHEET SHEET No. EAST 10" OUTFACE 6 5 6 0 PROJECT N0. W05 -0481 z , 0 f� U a f� E 24 "0 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) (FOR HOLE PLACEMENT SEE TOP SLAB DETAIL ON SHEET 4) MANHOLE RISER (5' 1. D.) E:3 PLAN VIEW ELEVATION VIEW (Sh�EI 2) w zw J � w �w z 0 w U 18" RCP OUTLET PIPE ---OIL BAFFLE e ° a ° i ••yyam�.. f .d ;`� A 1 P es J f:�aQ .a L 13 El o C e ♦ . a '' •• f _ ° d t' ° ° e e e I o I w 18" RCP INLET PIPE ELEVATION VIEW (Sh-FT 2) 7 6 I 5 I 4 - 3 2 ELEVATION VIEW MH RISER 24" MAHNOLE COVER & FRAME (H -20) SEPARATI ❑N (TYP. OF 2) CHAMBER TOP EL. 8955 8 t 3.99 Q ° ° A G � a :4 a a d °. da 49 OIL BAFFLE 77 25r0 4 ° .FIBERGLASS SEPARATI ❑N FLOW CYLINDER L 4.00 I ° 18" RCP SECTION INV. 890.71' 18" RCP 25 "� OUTLET PIPE SECTION INLET PIPE SEPARATION VIEW INV. 890.71' 3 " SCREEN - VIEW (SHEET 3) 2 " (SHEET 3) 73,00 DEPTH A. BELOW ° 6,00 PIPE FIBERGLASS INLET & INVERT SEPARATION ` CYLINDER (SHOWN 210 SUMP PLATE OPENING ,00 IN BACKGROUND) d (NP•) 24 0° SUMP ° .d ° d.: " s 8 0 0.0 72.0 CDS MODEL PMSU20_25, 1.6 CFS TREATMQVT CAPACITY STORM 17ATER TREATMENT UNIT (1UGHT-HWED cmmcoMoN) 1 111111 \ \\ SAL —ART im S-O ' IN-O, z , • _ 29 DATE 3/08/06 SHEET SM —i -24 �►VN PRB M0. Mu 1 T�:�NOLOirC.3'3 APPROVE 1112 CarUr&r Lane, LoubvNs Kentucky C3 426-CM wr cdttscf,t=n SLAB DETAILS CENTER OF 72"0 TOP SLAB TOP SLAB INSIDE OF RISER WALL (SHOWN IN BACKGROUND) CENTER OF 24 "0 ACCESS OPENING (TYP.) INSIDE OF RISER WALL (SHOWN IN BACKGROUND) CENTER OF SEPARATION SLAB y lr ,o 310 CENTER OF 21"0 �010F 9,Lc 7° I--- SUMP OPENING ADSF'`�O POINT OF SHORTEST DISTANCE tic SEPARATION SLAB CDS MODEL PMSU20.259 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT UNIT Imce'r -aMlD cmmcaeMoxl IIIIPfi';: 17AL —MART "�' -013 .,;�". mim oroe/� D SM —i7 -24 vRB Mum APPROV. 4 9 I 8 7 INSERT 11 GA. STAINLESS STEEL SEPARATION PLATE 24"0 15 "m PLAN VIEW CDS MODEL PMSU20.25, 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT Nff (nicer -MED cmmcoaenoN) �Illlllil'i'P, BAL —MART IN-0"12 .: u. �� say —e —za 3/08 ��a 2 MAWW CONSTRUCTION NOTES 24" MANHOLE COVER & FRAME (H-20)- (TY P. OF 2) e MH RISER SEPARATI ❑N CHAMBER BLOCK & GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC a JOINT SEALANT (TYP.) °d DRILL AND INSERT ANCHOR 44. BOLTS TO FASTEN F BERGLASS BAFFLE TO RISER 25 „0 I FIBERGLASS; WALL (16 REQ.'D). HARDWARE SUPPLIED BY CDS. 12' L I (TYP,) 6" COARSE GRAVEL 18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN UP AND RED DOWN DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. CDS MODEL PMSU20.25, 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT NIT (mor-malm comcoemox) IIIIIIII' "a ppy —MpgT ' "'08 -012 • = z. ��� sM —R -24 '/°�°° ' 5 � ao� rm"-mv. 6 � 5 SECTION VIEW ATTACH FLANGES OF OIL BAFFLE TO WALL OF MANHOLE RISER W/ ANCHOR BOLT (16 REQ.'D) HARDWARE SUPPLIED BY CDS d CENTER OF e MANHOLE RISER a e ae MANHOLE RISER ° (5' 1. D.) ° FIBERGLASS INLET 4" FLANGE ON INLET SIDES, 6" FLANGE ACROSS BOTTOM w zw w z� w U 18" RCP OUTLET PIPE CENTER OF SCREEN & 21"0 SUMP OPENING (FOR SUMP OPENING PLACEMENT a SEE SEPARATION SLAB DETAIL SHOWN ON SHEET 4) a ° 25 "� SEPARATION SCREEN (2400 — MICRON) e ° d ATTACH SCREEN TO SLAB W/ ANCHOR BOLTS (4 REQ.'D) HARDWARE SUPPLIED BY CDS. o. ATTACH SIDE AND BOTTOM FLANGES TO WALL OF MH oRISER W/ ANCHOR BOLTS '1 (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20.25, 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT UNIT (FdOr -HARD coNn ON) ��II�II�III,, \ \\ SAL -BART � �N -OS-O, z , � _ 2� _ 5� —� -24 'A� 3/08/06 SHEET MONSVA2, II�1Dum DRAVN PR8 3 APPF43V. 1112 CwjMr` Lane, LoulzvKto Kentucky C3t)2) 426-MB wr cdxtechA= WATER QUALITY DETAIL SHEET WEST - 24" OUTFACE 3 2 SEPARATI ❑N I CYLINDER FLOW o 7 z o0 i 18” RCP w w i INLET PIPE 25 "0 1 w = i 'SEPARATI ❑N � z o DRILL & INSERT ANCHOR U D S REEN Q Q xo BOLTS TO SECURE FIBER— i GLASS INLET TO MANHOLE Q E RISER WALL (6 REQUIRED) °< ° w r HARDWARE SUPPLIED BY 4 ra ca CDS TECHNOLOGIES. INTEGRAL Q no ° SEPARATION d� SUM! P °a SLAB a .Q 12' L I (TYP,) 6" COARSE GRAVEL 18" RCP OUTLET PIPE FLANGE IS COLOR CODED FOR PROPER SCREEN ORIENTATION AS FOLLOWS: GREEN UP AND RED DOWN DRILL & INSERT ANCHOR BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION SLAB (4 REQ.'D) HARDWARE SUPPLIED BY CDS. CDS MODEL PMSU20.25, 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT NIT (mor-malm comcoemox) IIIIIIII' "a ppy —MpgT ' "'08 -012 • = z. ��� sM —R -24 '/°�°° ' 5 � ao� rm"-mv. 6 � 5 SECTION VIEW ATTACH FLANGES OF OIL BAFFLE TO WALL OF MANHOLE RISER W/ ANCHOR BOLT (16 REQ.'D) HARDWARE SUPPLIED BY CDS d CENTER OF e MANHOLE RISER a e ae MANHOLE RISER ° (5' 1. D.) ° FIBERGLASS INLET 4" FLANGE ON INLET SIDES, 6" FLANGE ACROSS BOTTOM w zw w z� w U 18" RCP OUTLET PIPE CENTER OF SCREEN & 21"0 SUMP OPENING (FOR SUMP OPENING PLACEMENT a SEE SEPARATION SLAB DETAIL SHOWN ON SHEET 4) a ° 25 "� SEPARATION SCREEN (2400 — MICRON) e ° d ATTACH SCREEN TO SLAB W/ ANCHOR BOLTS (4 REQ.'D) HARDWARE SUPPLIED BY CDS. o. ATTACH SIDE AND BOTTOM FLANGES TO WALL OF MH oRISER W/ ANCHOR BOLTS '1 (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20.25, 1.6 CFS TREATMENT CAPACITY STORM 17ATER TREATMENT UNIT (FdOr -HARD coNn ON) ��II�II�III,, \ \\ SAL -BART � �N -OS-O, z , � _ 2� _ 5� —� -24 'A� 3/08/06 SHEET MONSVA2, II�1Dum DRAVN PR8 3 APPF43V. 1112 CwjMr` Lane, LoulzvKto Kentucky C3t)2) 426-MB wr cdxtechA= WATER QUALITY DETAIL SHEET WEST - 24" OUTFACE 3 2 4 I I • V-4 NO 00 � � O U %6 vi (-i %00` 000 00 0 IV 0 .o V-4 .--4 0 M tM 00 x 0 H 00 0 V� W 8z V') O w a a rA 1.40 rZI a� x� w w -0 0� C o0 EE o0 N U C: - 0).0 c .� W v E E E zi a- o E� O -0 -00 E :3 d c Q o o c z cn Q vi Q '� if1 TF-Jp f- a LT E L w 0 o 2 o 1:4 0- N U N U Q, �c 0� 0 C) I r °� U Co Co t� W `C � o � Q Lo � W �w O o E C� O q ° CD W Lo i a O W w N Q� a SHEET NO. PROJECT NO. W05 -0481 o z o0 w 0 w w N Q w = i F O wo � z o W z U D z> Q Q xo Q E � Q<D w a, ra ca r� U no Y Y Y Y W W W W W W W W W W �.oQ0 oa��� �110Co o �omoto C-4 PO -0 0� C o0 EE o0 N U C: - 0).0 c .� W v E E E zi a- o E� O -0 -00 E :3 d c Q o o c z cn Q vi Q '� if1 TF-Jp f- a LT E L w 0 o 2 o 1:4 0- N U N U Q, �c 0� 0 C) I r °� U Co Co t� W `C � o � Q Lo � W �w O o E C� O q ° CD W Lo i a O W w N Q� a SHEET NO. PROJECT NO. W05 -0481 pro- m 0 A a f[a' 9 I 8 I 1 PLAN PIEtiI' ELEVATION VIEN (SHE�I 2) Z w �n w H � z w 0 U (31 24 "0 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) (FOR HOLE PLACEMENT SEE TOP SLAB DETAIL ON SHEET 4) MANHOLE RISER (5' 1. D.) 18" RCP OUTLET PIPE /--- OIL BAFFLE 18" RCP INLET PIPE FIBERGLASS INLET & CYLINDER (SHOWN IN BACKGROUND) c� ELEVATION VIEW (SdEET 2) CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) SCALE M WAL —MART J ❑B# IN -06 -012 1 " = 2' �IIIIIIII������ SM —E -24 DATE 3/08/06 SHEET ZIONSVILLE, INDIANA DRAWN PRB APPR ❑V. U2 CnrL%ar Lnrw, Lculzvl Kentucky 426-M wr cdstechcon SLAB D CENTER OF 24"0 ACCESS OPENING (TYP. OF 2) CENTER OF 72"0 TOP SLAB / 1 H \ R 0 INSIDE OF RISER \\ � E WALL (SHOWN IN BACKGROUND) TOP SLAB INSIDE OF RISER CENTER OF WALL (SHOWN IN SEPARATION SLAB BACKGROUND) ,p 3.0 'Q A cF CENTER OF 21 "0 SUMP OPENING 0ti� POINT OF tic SHORTEST DISTANCE SEPARATION SLAB CDS MODEL PMSU20-15, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) SCALE II�IIII""`\ J ❑B# IN -06 -012 1 „ = 2.5' M WAL— MART DATE 3/08/06 SHEET c%_ SM —E -24 DRAWN PRB ZIONSVILLE, INDIANA 4 APPR ❑V, 1332 CnrUnar Lnrw, LoulsvKle Kentucky =21 426-CM wr cdz tech con 6 1 5 1 4 ELEVATION VIEW 24 "0 MAHNOLE COVER & FRAME (H -20) (TYP. OF 2) TOP EL. 895.00' g d d d 0 FLOC 1 18" RCP INLET PIPE SECTION INV. 890.89' MH RISER SEPARATI ❑N CHAMBER 3, W ° a° d OIL BAFFLE d °- 18" RCP ° OUTLET PIPE INV. 890.89' SECTION VIEW 62,00 e °d A 6.00 VIEW (SHEET 3) DEPTH '41 A BELOW (SHEET 3) PIPE SEPARATION 21 "0 SUMP INVERT PLATE OPENING o (SEE INSERT) 24" SUMP 4. d' d 8, 0 0.0 72.0 24"o 15"0 PLAN VIEW CDS MODEL PMSU20_i5, 0. "r CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) SCALE CTECHNOUX;= J ❑B# IN -06 -012 1 „ = 2.5' WAL— MART DATE 3/08/06 SHEET SM —E -24 DRAWN PRB ZIONSVILLE, INDIANA 2 APPR ❑V. 1112 Cw-Unor Lnrw, Lou!°sA'.* Kentucky (M12) 426-WS wr cdztechcon CONS'PRUCTION NOTES 24 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) FLOW 18" RCP INLET PIPE DRILL & INSERT ANCHOR BOLTS TO SECURE FIBER- MH RISER � SEPARATI ❑N CHAMBER BLOCK &GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC d JOINT SEALANT (TYP.) 5#o FIBERGLASS Ln SEPARATI ❑N 7� CYLINDER 3 ° 4.00 o 6 0 w� 25 "0 25 "0 2)' SCREEN SEPARATI❑ SCREEN Q Q 1 OIL BAFFLE d °- 18" RCP ° OUTLET PIPE INV. 890.89' SECTION VIEW 62,00 e °d A 6.00 VIEW (SHEET 3) DEPTH '41 A BELOW (SHEET 3) PIPE SEPARATION 21 "0 SUMP INVERT PLATE OPENING o (SEE INSERT) 24" SUMP 4. d' d 8, 0 0.0 72.0 24"o 15"0 PLAN VIEW CDS MODEL PMSU20_i5, 0. "r CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) SCALE CTECHNOUX;= J ❑B# IN -06 -012 1 „ = 2.5' WAL— MART DATE 3/08/06 SHEET SM —E -24 DRAWN PRB ZIONSVILLE, INDIANA 2 APPR ❑V. 1112 Cw-Unor Lnrw, Lou!°sA'.* Kentucky (M12) 426-WS wr cdztechcon CONS'PRUCTION NOTES 24 MANHOLE COVER & FRAME (H -20) (TYP. OF 2) FLOW 18" RCP INLET PIPE DRILL & INSERT ANCHOR BOLTS TO SECURE FIBER- MH RISER � SEPARATI ❑N CHAMBER BLOCK &GROUT OR GRADE RING TO MATCH GRADE, AS NECESSARY BUTYL MASTIC d JOINT SEALANT (TYP.) DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 RiEQ.'D). HARDWARE SUPPLIED BY CDS. 18" RCP OUTLET PIPE GLASS INLET TO MANHOLE FLANGE IS COLOR CODED d RISER WALL (6 REQUIRED) d FOR PROPER SCREEN HARDWARE SUPPLIED BY ORIENTATION AS FOLLOWS: CDS TECHNOLOGIES. GREEN DOWN AND RED UP DRILL & INSERT ANCHOR SUMP BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION INTEGRAL SEPARATION SLAB (4 REQ.'D) HARDWARE ° 4 SLAB SUPPLIED BY CDS. e ° 12" 6" COARSE GRAVEL (TYP.) CDS MODEL PMSU20-15, U.7 CFS TREATMENT CAPACITY STORM 'WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) j SCALE J ❑B# IN -06 -012 1 „ = 2.5' M WAL —MART DATE 3/08/06 SHEET SM —E -24 DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V. 1112 Cap ikmr Lnrw, LoulzvlUe Kentucky cs 426-M ww cdztech=n 3 1 2 1 1 SECTION VIEW w z w Of a_ w �w zo w U C-3' 18" RCP ATTACH FLANGES OF OIL BAFFLE OUTLET PIPE TO WALL OF MANHOLE RISER W/ CENTER OF SCREEN & ANCHOR BOLT (1 6 REQ.'D) 21"0 SUMP OPENING HARDWARE SUPPLIED BY CDS (FOR SUMP OPENING PLACEMENT SEE SEPARATION SLAB ° CENTER OF 4 / m DETAIL SHOWN ON SHEET 4) a MANHOLE RISER 25"0 SEPARATION SCREEN (2400 - MICRON) 4 ° ® .4 Q d Q a ° a ° II d ATTACH SCREEN TO SLAB MANHOLE RISER ° ° W/ ANCHOR BOLTS (4 REQ.'D) (5' 1. D.) HARDWARE SUPPLIED BY CDS. ° d ATTACH SIDE AND BOTTOM FIBERGLASS INLET I FLANGES TO WALL OF MH 4" FLANGE ON INLET SIDES, o ( RISER W/ ANCHOR BOLTS 6" FLANGE ACROSS BOTTOM (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP c3' INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20_t5, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) J ❑B# IN -06 -012 1SCAL SCALE M WAL —MART DATE 3/08/06 SHEET SM —E -24 ZIONSVILLE, INDIANA DRAWN PRB 3 APPR ❑V, 1312 COQ ibmr Larw, LcubwMe Kentucky ME) 426-CM wr cddztechcon WATER QUALITY DETAIL SHEET EAST -24" OUTFACE 9 I 8 I 7 I 6 I 5 I 4 I 3 2 • .-4 NO 00 H �o U IVIT% 00 0o er MM00 x w �o U �+ A �z a 1 � 0 a� 000 W� 11 � W O4 W Z�l O 0 V 25"0 FIBERGLASS Ln SEPARATI ❑N 7� CYLINDER ° o 6 0 w� 25 "0 w SEPARATIONj � SCREEN A� w Q Q DRILL AND INSERT ANCHOR BOLTS TO FASTEN FIBERGLASS BAFFLE TO RISER WALL (16 RiEQ.'D). HARDWARE SUPPLIED BY CDS. 18" RCP OUTLET PIPE GLASS INLET TO MANHOLE FLANGE IS COLOR CODED d RISER WALL (6 REQUIRED) d FOR PROPER SCREEN HARDWARE SUPPLIED BY ORIENTATION AS FOLLOWS: CDS TECHNOLOGIES. GREEN DOWN AND RED UP DRILL & INSERT ANCHOR SUMP BOLTS TO SECURE SCREEN CYLINDER TO SEPARATION INTEGRAL SEPARATION SLAB (4 REQ.'D) HARDWARE ° 4 SLAB SUPPLIED BY CDS. e ° 12" 6" COARSE GRAVEL (TYP.) CDS MODEL PMSU20-15, U.7 CFS TREATMENT CAPACITY STORM 'WATER TREATMENT UNIT (RIGHT-HANDED CONFIGURATION) j SCALE J ❑B# IN -06 -012 1 „ = 2.5' M WAL —MART DATE 3/08/06 SHEET SM —E -24 DRAWN PRB ZIONSVILLE, INDIANA 5 APPR ❑V. 1112 Cap ikmr Lnrw, LoulzvlUe Kentucky cs 426-M ww cdztech=n 3 1 2 1 1 SECTION VIEW w z w Of a_ w �w zo w U C-3' 18" RCP ATTACH FLANGES OF OIL BAFFLE OUTLET PIPE TO WALL OF MANHOLE RISER W/ CENTER OF SCREEN & ANCHOR BOLT (1 6 REQ.'D) 21"0 SUMP OPENING HARDWARE SUPPLIED BY CDS (FOR SUMP OPENING PLACEMENT SEE SEPARATION SLAB ° CENTER OF 4 / m DETAIL SHOWN ON SHEET 4) a MANHOLE RISER 25"0 SEPARATION SCREEN (2400 - MICRON) 4 ° ® .4 Q d Q a ° a ° II d ATTACH SCREEN TO SLAB MANHOLE RISER ° ° W/ ANCHOR BOLTS (4 REQ.'D) (5' 1. D.) HARDWARE SUPPLIED BY CDS. ° d ATTACH SIDE AND BOTTOM FIBERGLASS INLET I FLANGES TO WALL OF MH 4" FLANGE ON INLET SIDES, o ( RISER W/ ANCHOR BOLTS 6" FLANGE ACROSS BOTTOM (6 REQ.'D) HARDWARE SUPPLIED BY CDS 18" RCP c3' INLET PIPE NOTES: 1. ALL CONCRETE COMPONENTS SHALL BE CONSTRUCTED PER ASTM C -478. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. CDS MODEL PMSU20_t5, 0.7 CFS TREATMENT CAPACITY STORM WATER TREATMENT UNIT (RIGHT - HANDED CONFIGURATION) J ❑B# IN -06 -012 1SCAL SCALE M WAL —MART DATE 3/08/06 SHEET SM —E -24 ZIONSVILLE, INDIANA DRAWN PRB 3 APPR ❑V, 1312 COQ ibmr Larw, LcubwMe Kentucky ME) 426-CM wr cddztechcon WATER QUALITY DETAIL SHEET EAST -24" OUTFACE 9 I 8 I 7 I 6 I 5 I 4 I 3 2 • .-4 NO 00 H �o U IVIT% 00 0o er MM00 x w �o U �+ A �z a 1 � 0 a� 000 W� 11 � W O4 W Z�l O 0 V P �O Q) Q) E-4 O i w d, � w c co co c\2 PQ w r — j O �1 O Lo C\2 O ti C\2 w� w� w Q O C O a Lo 0 O w SHEET NO PROJECT NO. W05 -0481 Ln 7� ° o 6 0 w� w w w ° � Q U A� w Q Q Q) U° WLc) ° z° Z � zQ w x4 0 Lo w x E E- U a Q Q Q r Qo Y w �-+ W Y W W Y w LL1 Y W W Y W W CD aoaoo wcornoc�oo CO CO Cfl Cfl E_ ° � N N � Q O O O O O 0 U) c a) co v, E o cn N U c o N 0 w v E E o Q -0 01 z co o 0 ¢Lo a_ja c 2 c: E '> '> 0 �d.NUNU P �O Q) Q) E-4 O i w d, � w c co co c\2 PQ w r — j O �1 O Lo C\2 O ti C\2 w� w� w Q O C O a Lo 0 O w SHEET NO PROJECT NO. W05 -0481 PU40 ESE V 0 c us ILI I 7 0 5 4 3 2 1 11 ,l \I 11 ❑ c c ❑ ❑ ❑ ❑ c ❑ r. n ❑ n .: c ❑ ❑ ❑ c ❑ ❑ ❑ c .' 1 1 r ! r, G (�! ❑ (`I r i i ❑ - - j -� ° ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ;; l� 00 0.0 0n 0G 0.0 0.J Ci0 = 0 00 00 ) 0.0 �.0 0.0 0: r O.C' Co C.0 O.0 0.0 O.0 0.0 ❑ ° ° ° °1n ❑ �. 0.0 0.0 OC 0.0 0.0 00 C0 0.0 0.0 00 O.G 00 G.0 Ju J� - -- 0 El O.G 0.0 0.0 0.0 0.0 C.� 0.0 G J 0 1 ;1 1 s - J.G ❑ a ° ° ° , r• G.0 yG L ❑ ❑ ❑ ❑ ❑ 111 c ° ° X111 =, �. ❑ a ° ❑ ❑ ❑ ° a ❑ ❑ ° ° 0 u.0 G.0 0 0 0.0 0 y , ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ c ° , n 0 u u U G U ❑ ❑ n 0.0 0.0 0.0 v0 00 0.G GG 00 0.0 0 `' 1 0, 00 0 -0 0 ?.G u 0C C� 1 11 ❑ U -0 u.0 �! U C 0 0 J �. J ❑ ° ° ° ° ° �� o0 00 0.0 00 0.0 0.0 0.0 0.0 00 0.0 00 00 0o uo o.�� oo c.o 00 1, 11 � � ' � 0.0 0o G.o n 0.0 0.0 0.0 G.G r - G 0.0 0.0 0 ❑� ❑ 0 El ° ❑ ❑ ❑ ° ❑ ❑ r ❑ ° 0 O, 00 n0 OC ) �0 CC 0.0 0.0 0 0 ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ ( G n , - G '' ci i G f� J,n J i1 U C `. G',G G,U 0 0 J.G G G O.G U.G G 0 % v ❑ 0.0 0.0 C.0 0 0 0.0 0 0 0.0 0.0 0.0 0,0 0.0 0 0 0 0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0,( � � Ci � �� � � ' ° ° n ° ❑ 0 0 0.0 C.0 0.0 0.0 0 0 0.0 0.2 0.0 0.0 0,1 0.0 C 0 O.0 O.G 0.0 0.0 0.0 0.0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ° ° U,U O O l LI.'i Cl r! c O J i =' f! J ❑ ❑ ❑ _ - , ❑ 0.1 0,1 0,1 0.1 0.1 0,1 0.0 0 0 0.0 Qj.0 u.n \ lip 0.0 u 0 n ail J ❑ ❑ ❑ ❑ r n 0. 0.1 0.1 0.1 0,1 0,1 a 0.0 n ' ❑ ❑ o n ?� 0 0.0 0 00 �0 OC J OU 0.1 0,1 1 - ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ° ❑ 0 0 0 0 0.0 0.0 0 0 0 0 0.0 0 0 C 0 O G 0 C 0 0 0.1 0,2 0.2 0.2 0,2 0.3 0.2 0.2 _ ❑ ❑ ❑ O O O a U.0 J U li. V 0,0 0.0 0 0 0 0 0 0 0 0 0.0 0.1 0.2 0.2 0.6 .2 ° 0.3 0.8 0.2 0.3 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 00 C Ie it ❑ 0,0 0.0 0. 100 JI 0 o 0.0 I „ ,, Max /Min SITE SUMMARY 1 -', �i.l u.r �.o i.0 N L.. ..., ., D ° ° ° 0 O O O D D - 02 0 0.1, 1 ' 0.0 ° 0.0 ° 0.0 0.0 I �.0 0.0 00 00 0.0 u0 ❑ 00 ❑ 0.1 .3 0.9 2.9 \, 1 5.3 6.7 6. •4 O CL z U 0.0 0.0 0.0 1 0 0.0 0.0 0.0 ° 0.0 ❑ 0.0 ❑ 0.0 ❑ 0.1 0.4 ° 1.3 n Y 3. Y 6.5• 8• 4 .I 1 3. Li o C� I r 1.3 \ 2.0 .4 2.5 n n / 0.9 t 0.4 0 0.2 0 0,1 0 0.0 ❑ ❑!`l'h0 00 00 0 00 C C0 0 0 _ _ D ❑ 0.0 ❑ 00 ❑ 0.0 ° O.G ° 0.0 ❑ 00 ❑ 0.0 c 0.0 ❑ 00 ❑ 0.0 ❑ 0.1 ° 0.4 D 1.2 y$S 6.3 8.5 8.4 3• 0.0 0 0.0 I 1 ❑ O.G ❑ 0.0 ❑ 0.0 I.0 ❑ 0.0 ❑ 0.0 ❑ 0.0 0 0 e 0.0 c 0.0 ❑ 0.1 ❑ 0.3 D 2.7 02.7 4.8 D 6.7 D 6• .34. ; \2• 9,0 a 1 n ❑ 1.3 0 0.4 0 l �� 0 ❑ ❑ ❑ W ❑ ❑ ❑ ° n n ° D a a n n 4 4 !1' 0 ° 0.0 ❑ 0.0 ° 0.00 o ❑ G.0 ❑ 0.0 ❑ 0.0 0.0 ❑ 0.0 ❑ 0.0 ❑ 0.1 ❑ 0.2 ❑ 0.5 ° 1.1 ° 2.5 3.1 3.0 2.4 1.1 C.0 ❑ 0.0 ❑ 0.0 ❑ l 0.0 I ❑ 0 0 ❑ 0 0 c 110 ❑ 0.0 ❑ G.0 ❑ 0.0 ❑ G.0 c 0.0 ❑ 0.1 D 0.2 0.5 0.8 1.1 1.0 0.7 0 J 1 7.6 6.6 7 7.7 7.7 6 --� D D D - 6.4 3 3.4 .1 4 -1, ❑ ❑ r r 1 ° ° � � `�n I� fG u u�1 �� � � J v v . G ❑ ❑` , G G !' ❑ 0.0 ❑ 0 0 ❑ 0.0 ❑ 00 ❑ 0.0 ❑ 0,0 ❑ 0.0 ❑ 0.0 ❑ 0.0 ❑ 0 0 ° 0.0 ° 0.0 0.2 p 0.3 D ❑ ❑ F• • 0,3 0.3 0.3 / 0, ❑ 41c:JE 6.4 5.8 5.6 4 ZI-41 1.7 0.' 1 ° 0.0 0.0 I 0 01 0.0 ° 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 ❑.1 ❑ 0.1 ❑ ❑ ❑ j ❑ 0.1 0.1 0.1 0.1 ❑ ❑ 0.0 0.0 .5 st 9 9. 8.9 8 88 � �.2 .4 1 �5 1 1.6 0 0,9 0.4I 0 0. 0 0.0 0.0 IEl , 0.0 0o 00 0.o 0.0 OC 0.0 00 0.0 C.0 0.0 0.0 0.0 C0 00 0.0 0.0 0.0 0.7 0.3 . ❑❑ 0.0 0.0 ❑ L- 0.0 0w` 0 -_ -❑- 0.0 _� 0.0 -s] 00 -- 0.0 p ---------z 00 00 9 0.0 ❑- 0.0 .8 4.9 5 tt- J0 - A -^- O.0 -q r, .-. -- „_ 8 �- - 13 0.0 0.0 C.0 0.0 00 0.0 "2.2 1.0 0.4 0 0 �- 0.0 C ' 'I u y 0 0.0 0.0 :1 OG 0.0 00 0.0 00 0.0 ° 00 ° 00 0.0 ° G0 ° ❑ ° ❑ ❑ C0 0.0 00 0.0 0.0 00 0.0 cl El 13 ° ° 0.0 C0 0.0 0.0 0.0 00 00 0.0 0.0 00 0.0 0.0 00 0.1 0.0 0.0 0.0 O.0 u0 n 18.3 . .0 -4T 7 7.8 8 8.__ 7.5 5 5,9 0.6 Q ° 0.0 00 00 ❑ 0.0 ❑ 0.0 0.0 Cl .0 0.0 CC 0.0 0.0 00 C.0 0.0 C'.0 ❑ ° 11 El (I ❑ TI C0 0.0 00 0.0 00 0.0 0.0 ❑ ❑ ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ° ❑ ❑ 0.G 0.0 0.0 0.0 0.0 00 0.0 00 0.0 0.0 0.0 OG 0.0 00 OC 00 SITE GENERAL NOTES: 1. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, DOCK DOCKS, SITE LIGHTING, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 2. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, BUILDING, OR PAINT UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL. PLANS FOR SITE LIGHTING ELECTRICAL PLAN. 4. LIGHT POLE BASE CENTER TO BE LOCATED 3' BEYOND CURB. 5. SECURITY CAMERAS TO BE LOCATED ON PARKING LOT LIGHTING PER LOSS PREVENTION. DISCLAMER NOTE: ALL REFERENCES ON THIS SHEET TO SITE LIGHTING TYPES AND SPECIFICATIONS ARE FOR REFERENCE ONLY AND ARE NOT A PART OF THE PLAN CERTIFICATION BY WEIHE ENGINEERS. FOR SPECIFIC DETAILS REGARDING SITE LIGHTING PLEASE REFER TO SITE LIGHTING VENDOR PLANS AND SPECIFICATIONS. 1 0 ❑ l ❑ ❑ - D ❑ O O O O n O D ❑ D D t1, ° 1 1 !J . U U . ii `?ti `C� . '� ° ❑ D O D D 0.2 0.2 0.1 0.1 0.1 0,1 0..1 0.1 0,1 0.10 0 O G ❑Q O 0.0 2 0.3 0.3 0.4 0.2 0.1 0,1 0.1 0.1� G - 0 0 1'• O O ❑ O D D ❑ D ❑ O ❑ '1t ❑ ❑ `, ❑ U ❑ �� �� � � U O 0 0 O J 0.0 0.0 0.1 0,1 0.2 0.2 0,1 ��.�! 0.1 a'.2 0.1 0.1 0.2 0.2 0.1 0,1 0,2 0.3 0.2 0.1 0.1 0.2 0. 0`�3 0.1 0.2 0,2 0.3 0.3 0.2 0.1 0.1 0.2 0,1 u 0 �� �J �,; �- �'� \ '� 1 Ll ❑ ❑ ❑ ❑ ❑ r ❑ -- - ❑ .� CIS it O.1 -, - 1, - G�__ -^� `i_- i ('!,;J ��.lJvG ,'. G.l= G ❑ Cl ° ❑ ° ❑ ° ❑ ii0 0.1 0.1 0.1 0!J 0.0 0:0 0.1 0.1 00 Ou 0,1 0.1 0.1 0.1 - - 00 00 0.0 0.1 0 0C 0.2 00 0.0 0,1 0.0 JC u• G.G 0.2 00 ;.� J � � ^ ° a ❑ ❑ ❑ ❑ ❑ ❑ u c .. • - _ _ u c 0 G c J G u � 0 !l J 0 j I, J n U r ❑ u C. 1 0 G.G 1 0 Statistical Area Summary Project: All Projects Label Avg Max Min Avg /Min Max /Min SITE SUMMARY 2.99 13.0 0.0 0.00 0.00 D ° ° ° 0 O O O D D - 02 0 0.1, 1 ' 0.0 1 1 1 - _ ° 2.9 1.1 0 0 0.8 0 0.6 0 0.1 0 0.0 O O.J u u� X 0 u0 .2 3.4 1 1.0 ; 1 1.3 \ 2.0 .4 2.5 n n / 0.9 t 0.4 0 0.2 0 0,1 0 0.0 ❑ ❑!`l'h0 00 00 0 00 C C0 0 0 _ _ D El L Ll ° a n n n n D 4.9 .4 6.4 4 4.5 2 2.4 0.8 0.3 0 01 G G 0 0 0 0.0 0 0.0 .6 1.9 1 1.9 . 9,0 a 1 n ❑ 1.3 0 0.4 0 0.1 � �� 0 ❑ ❑ ❑ ❑ ❑ ❑ ° n n ° D a a n n 4 4 !1' 0 4.8 3.8 3 3.6 4.1 5 5.9 9 9.5 9.3 7.9 8 8.1 _ _3.g-` 4 0 0,1 0 0 u t, 0 0 G G G.0 ! C.0 7.6 6.6 7 7.7 7.7 6 --� D D D - 6.4 3 3.4 .1 4 -1, ❑ ❑ r r 1 ° ° � � `�n I� fG u u�1 �� � � J v v . G ❑ ❑` , G G !' 8.7 , 8.4 9 9.1 8 8.1 6 6.4 5.8 5.6 4 4.0 1 1.7 0.' 1 `' l O O U 0 0._ 0 0 0 0 0 T, j j \ \ .5 st 9 9. 8.9 8 88 � �.2 .4 1 �5 1 1.6 0 0,9 0.4I 0 0. 0 0,1 O O 4 - 7. 7.1 7 7.2 4 4.5 2.8 2.0 - -1A 0 0.7 0.3 . .1 0 0.0 n n0 0 0w` 0 00 1 O.J " - 00 u uu _ _ 0 C C0 .8 4.9 5 DS,$ 5 5.7 4 4.8 4.5 3.4 " "2.2 1.0 0.4 0 0.1 0 0 C C ' 'I u y 0 0 0 0 ` u 0 0 0 G G .1 4.9 4 D D 6.0 9 9.1 8.4 8.4 4 4.4 . D ❑ ❑ n n 0.0 u u0 n 18.3 . .0 -4T 7 7.8 8 8.__ 7.5 5 5,9 0.6 Q Q .2 . .1 0 0 0 j j 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ f a n f n ❑ ❑ ❑ _ � gg I �.0 n n.3 '6.5f 8 D 0 0 - 5.4 J J2, 0.7 0 0. D D.1 u 0. _ 'i J '�� U U G G U ❑ ❑ ❑ ❑ ❑ ❑ i o D- o o o ° 3.9 � ° ❑ 0.2t; 0 0,1 ; ;0 0 0U On 00 0 00 0 0.0 0 00 � �0 l''s 1 10.4 8 � 2.7 ° ° 0.5 0 0.2 0 0.1 0 0 U U 0 u u 0 \ O.G 0 ' l� O.CI `1 0 n j D D n n n nT a a n n n n D ° ° l l D 1 c c:.0 0 00 ` OC n cf II ' '9.1,-- 19. a a D D ° �� $.4 6 6.1 2 2.8 .1 0 0.4 G } ? ?t G; 0 00 Q QL. 1.9 3.1 4 4.6 5.7 . .3 8 8.3 -�-8. 8.9 7 7.7 3 3.9; 1 0 0,5 a a.2 0 0.1 ' '+ 0 0 1' 7 7 ', ? ?0 0 0 0 00 0 0.0 0 0G, 0 0D 3.0 3 3.2 3. ___ - - -4.5 8 ° X7,8 4 4.7 - 17 0 0.5 0 0.2 v 0 0,1 � ��; 0 0 0 0 0 E -S, • 'i ❑ °3 7 7.0 -8.3 8.0 7 7.1 4 4.2 = Y.5 0 0.6 0 0.2 � �, 0.1 r r 0 ; ❑ ❑ ° 1y'0 0 ❑ J0 0 ° ❑ ❑ 0 •5 ! w 6 X X77 6 6.5 ' ' 3.0 1.6 6 6 0 0.2 � �1 O Or� 0 0'C 1 C.� 0 0 00 l l0 0 00 D Do 0 00 0.0 \ ❑ Q \ \ ❑ 2.1 2 2.9 4.7 6.0 . .3- � �� 4.8 2.2 1 1. 0 ❑ ❑ ❑ \ ❑ a a [7 , ❑ ❑ ❑ ❑ ❑ 1y ❑ ❑ r ri ❑ oo ❑ ❑ ❑ n l z 1 1 1 1 E D D n nl ° ° ° ° ° 7.7 7 7. X X73 3.9 1 1.5 0 0.6 0 0.2 0 0.1 � �� �'_0 Gb G G0 C Ci0 " 0 0� 0 00 0 Ei 00 0 00 0.0 7 6.9 5 5. n n.1 3 3.4 8.6 X O l X8.9 5.4 2 2.2 . .8 0 0.3 X X0.1 a aJ [1_n \ - -IO ° °C l l 0 00 0 0.0 0 0" - 0 5.7 5 5.1`; 6 2 2.4 r 3.3 6.6_.�- 1 1 10.8 X X0.9 _ - -6.6 3 3.8 A A. 0 0.6 0 0,� 0 0. 1.� '�_ �O O 0 0 0 G G�.O , , u O O.G 6.6 .2 6 6.9, 5 - - --3.0 4.6r -- 1 12.8 1 1 0 87 5 5.2 ; ° 0 0.8 0 0.3 ` `' 0,1 G' 0.0 ` `1 c, l ` `�,C 0 0.0 c c G 0 0 cl U 0 0 0 L u 6.6 5 8 8.7 7. 4 4 - - -� 2.2 3.5 - �Y : 8 8.7 1 10.5 ,_ - 9.6 6 6.8 3 3.2� 1 1.1 0 0.3 \ El �. �7 ° ° g gig 2.3 ° 7 7.9 - 7.5 3 3.3� 1 1 0 0.4 Q \ t 1 1 n n 0 0 � �� 0 O O. �J 0 0111 0 - I� - - ,1 5.9 °7, ° ° a ;5 1.8 1 5,4 2.8 1 1.1 0 0.6 0 0.2 1 �t ❑� i ❑ ❑ - - ❑ 4.2 5.4 . .3 15.5 X X2.8 2 2.3 2.9 3.6 4 4.5 5 5.4 4.7 3 3.7 2 2: 0 019 0 0.3 0.1 �'' G ❑ ❑ ❑ ❑ ❑ ° C,5 0 00 c ° ❑ ❑ ❑ ❑ 1 , , ` `` ❑ ° p 14.2 3.9 y y3.6 . .6 3 3.1.3 12.1 � �2.9'i 3 3.4 3. 2 2 2 2.0 1 1.4 0 0.3 ' ' 0 0C 0 0 , 0 ❑ G G ° 0.0 G.0 00 ° 0.7 0 1 ❑ D 4 0 0.3 0.5 0.5 0 0.7 0 0.7 0.8 0 0.5 0 0.6 0 0.3 0 0.3 0 0.2 0.1` �i 0 0.0 0 0 0 0 C 1' ❑ 0�;� 0 ❑ I O ❑ 0.0 0.0 0.1 0,1 0.2 0.2 0,1 ��.�! 0.1 a'.2 0.1 0.1 0.2 0.2 0.1 0,1 0,2 0.3 0.2 0.1 0.1 0.2 0. 0`�3 0.1 0.2 0,2 0.3 0.3 0.2 0.1 0.1 0.2 0,1 u 0 �� �J �,; �- �'� \ '� 1 Ll ❑ ❑ ❑ ❑ ❑ r ❑ -- - ❑ .� CIS it O.1 -, - 1, - G�__ -^� `i_- i ('!,;J ��.lJvG ,'. G.l= G ❑ Cl ° ❑ ° ❑ ° ❑ ii0 0.1 0.1 0.1 0!J 0.0 0:0 0.1 0.1 00 Ou 0,1 0.1 0.1 0.1 - - 00 00 0.0 0.1 0 0C 0.2 00 0.0 0,1 0.0 JC u• G.G 0.2 00 ;.� J � � ^ ° a ❑ ❑ ❑ ❑ ❑ ❑ u c .. • - _ _ u c 0 G c J G u � 0 !l J 0 j I, J n U r ❑ u C. 1 0 G.G 1 0 Statistical Area Summary Project: All Projects Label Avg Max Min Avg /Min Max /Min SITE SUMMARY 2.99 13.0 0.0 0.00 0.00 Statistical Area Summary Project: All Projects Label Avg Max Min Avg /Min Max /Min SITE SUMMARY 2.99 13.0 0.0 0.00 0.00 BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND /OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS AND OTHER VARIABLE FIELD CONDITIONS. 7 no 5 0 o N D� U 8 T G�UE R19D) 10000 ALLIANCE RD. P.O. BOX 42728 CINCINNATI, OHIO 45242 (513) 793 -3200 *FAX (513) 793 -6023 LIGHTING PROPOSAL FOR WAL -MART X4400 ZIONSVILLE,IN. GREEdNBINVIAR FLAT LENS 4 SCALE: 1 " = 60' 0' 30' 60' 120' 3 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 2 o .-4 �D 00 iA u ��'O E �o`� � V ri cV Z oho oho IV ��o V MYtigo L w � �A � z a a fT a� � a o� w o O O O 00 w 0.1 Z Q O p F N ix �:: w Lz x d a Q Q Q Q o Y Y Y Y Y w w w w w >-4 w w w w w W cfl co c� cn cn 0 0 0 0 0 W cfl rn o (n o C:) E- dr-- -- I N N I`7 g o 0 0 0 0 M .E C � O Q U E E E � O 00 N U c N o C U) CZ cn w a E c E E Z5 a- E cn O _0 - U q-n cn o a C d (./) Q Uj Q • C Q a- N > N >- C " C L- W , .0 a .2 Q �il-N0NU 5 OJPV�� Pe �� 0 0 � w Co co co O q W cq h � � O SHEET NO. PROJECT N0. W05 -0481 5 OJPV�� Pe �� 0 0 � w Co co co O q W cq h � � O SHEET NO. PROJECT N0. W05 -0481 SHEET NO. PROJECT N0. W05 -0481